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HomeMy WebLinkAbout6761 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 � CENTER LINE OPT OPTIONAL CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BARD 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 FIR FIRE RATED STRUCT STRUCTURAL FXD FIXED SUSP SUSPENSION FRM FRAME SGD SLIDING GLASS DOOR FTG FOOTING SQ SQUARE GA. GAUGE T TREAD GALV. GALVANIZED TB TOWEL BAR GC GENERAL CONTRACTOR T&G TONGUE AND GROOVE GEN GENERAL TEMP TEMPERED GYP. GYPSUM T.O. TOP OF GL GLUE LAM TR TOWEL ROD GLS GLASS TRPL TRIPLE TYP TYPICAL H HIGH HC HOLLOW CORE U.N.O. UNLESS NOTED OTHERWISE VERT VERTICAL HGT. HEIGHT V.L.I.F. VERIFY LOCATION IN FIELD HDR. HEADER HB HOSE BIBB W WASHER HORIZ. HORIZONTAL W/ WITH INSUL. INSULATION WC WATER CLOSET INT. INTERIOR WD WOOD WWM WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB ff )VT)anlanTM Companies LLC 90 Matawan Road Matawan, NJ 07747 (732) 383-2200 ASHMERE ELEVATION "B" 6761 SHELBY LYNN WAY ZEPHYRHILLS, FL 33542 LOT 026 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. FIRST FLOOR A/C 0 1 ST FLR A/C 11,464 SQ. FT. ENTRY 33 SQ. FT. GARAGE 385 SQ. FT. LANAI 120 SQ. FT. TOTAL UR F2,002 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 P1.1 SLAB PENETRATION PLAN S-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN S-1.3 ROOF FRAMING PLAN SD-1 FOUNDATION DETAILS SD-2 STRUCTURAL DETAILS PBSB-1 STRUCTURAL DETAILS ALL WORK SHALL COMPLY WITH PREVAILING CODES FL C R,10u. &!,III DING CODE, NATIONAL EL{ C , RiC, CODE. AND THE CITY OF ZEPHYRHILLS REVIEW pgl'/l 2 ORDINANCES CITY OF r<� y PLAN EXAMINEi-� a o A 0 0 0 i �� U 0i M W � i to 0 I I w 0 w _ w`.+ (n i w w cn O c m< U i c L Z O c f a W L [ C O � C U) g F No 778M TATE OF ;� c 00% L R%�P,��6� Ci UNKSAT CALUSA u SPRINGS PLAN # 6100 c L RELEASED: 7/12/21 y SHEET C 7 cs I f z n z D z .0 r r L z z t t c L 11 i 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 OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR 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 WALL 2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES ABOVE THE FLOOR, INCHES (38 MM) BETWEEN THE WALL AND THE HANDRAILS. 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. R ASHINGOS 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 ( ) R308.4.5 GLAZING AND WET SURFACES 2. THE USE OF A VOLUTE, TURNOUT, STARTING EASING OR STARTING NEWEL SHALL BE ALLOWED SHALLBEINSTALLED 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 HONEYCOMBCORE STEEL DOORS NOT LESS THAN 13/8 INCHES (35 MM) THICK, OR 20-MINUTE FIRE -RATED GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, OVER THE LOWEST TREAD. SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN PROVIDED IN TABLE R903.2.1 OR IN DOORS. SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE R311.7.8.3 GRIP -SIZE COMPLIANCE WITH RAS 111. EXCEPTION: FLASHING IS NOT REQUIRED AT HIP AND RIDGE JUNCTIONS. 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. R903.2.3 MEMBRANE FLASHINGS 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. ALL MEMBRANE FLASHING SHALL BE INSTALLED ACCORDING TO THE ROOF ASSEMBLY MANUFACTURER'S THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE 1. TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT PUBLISHED LITERATURE. 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 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 R905.1.1.1 UNDERLAYMENT FOR ASPHALT, METAL, MINERAL SURFACED, SLATE AND SLATE -TYPE ROOF 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 COVERINGS TABLE R302.6 DWELLING -GARAGE SEPARATION INCHES (57 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 MM). UNDERLAYMENT FOR ASPHALT SHINGLES, METAL ROOF SHINGLES, MINERAL SURFACED ROLL ROOFING, FROM THE RESIDENCE AND ATTICS R308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS SLATE AND SLATE -TYPE SHINGLES, AND METAL ROOF PANELS SHALL COMPLY WITH ONE OF THE FOLLOWING 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 METHODS: FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5/8-INCH TYPE X GYPSUM BOARD OR EQUIVALENT 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 I 4. TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE II OR TYPE IV UNDERLAYMENT SHALL BE STRUCTURE(S) SUPPORTING FLOOR/CEILING ASSEMBLIES USED FOR SEPARATION REQUIRED BY THIS 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 PROFILE AND ACHIEVE A DEPTH OF NOT LESS THAN 5/16 INCH (8 MM) WITHIN 7/8 INCH (22 MM) BELOW THE INSTALLED AS FOLLOWS: APPLY A 19-INCH (483 MM) STRIPE UNDERLAYMENT FELT PARALLEL TO AND 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 STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING AT THE EAVE, APPLY 36-INCH-WIDE (914 MM) SHEETS OF UNDERLAYMENT, OVERLAPPING SUCCESSIVE SHEETS 19 INCHES (483 MM); 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 END LAPS SHALL BE 6 INCHES AND SHALL BE OFFSET BY 6 FEET. THE UNDERLAYMENT SHALL BE ATTACHED 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 TO A NAILABLE DECK WITH CORROSION -RESISTANT FASTENERS WITH ONE ROW CENTERED IN THE FIELD OF 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 THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12 INCHES (305 MM) O.C., AND ONE ROW AT THE END ENCLOSED SPACE UNDER STAIRS THAT IS ACCESSED BY A DOOR OR ACCESS PANEL SHALL HAVE WALLS, INCH (0.25 MM). AND SIDE LAPS FASTENED 6 INCHES (152 MM) O.C. UNDER -STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH (12.7 MM) GARAGES: GYPSUM BOARD. GUARDS: 5. TWO LAYERS OF A REINFORCED SYNTHETIC UNDERLAYMENT THAT HAS A PRODUCT APPROVAL AS AN - ALTERNATIVE TO UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE 11 SHALL BE PERMITTED TO BE USED. FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX: R309.1 FLOOR SURFACE GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL. R312.1.1 WHERE REQUIRED SYNTHETIC UNDERLAYMENT SHALL HAVE A MINIMUM TEAR STRENGTH OF 15 LBF IN ACCORDANCE WITH ASTM D4533 AND A MINIMUM TENSILE STRENGTH OF 20 LBF/INCH IN ACCORDANCE WITH ASTM D5035, AND SHALL GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF OPEN -SIDED WALKING SURFACES, INCLUDING MEET THE LIQUID WATER TRANSMISSION TEST OF SECTION 8.6 OF ASTM D4869. SYNTHETIC UNDERLAYMENT FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR WALL AND CEILING FINISHES THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO STAIRS, RAMPS AND LANDINGS, THAT ARE LOCATED MORE THAN 30 INCHES (762 MM) MEASURED SHALL BE INSTALLED AS FOLLOWS: APPLY A STRIP OF SYNTHETIC UNDERLAYMENT THAT IS HALF THE WIDTH FLAME 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 OF A FULL SHEET PARALLEL TO AND STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. 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. STARTING AT THE EAVE, APPLY FULL SHEETS OF REINFORCED SYNTHETIC UNDERLAYMENT, OVERLAPPING EGRESS: SUCCESSIVE SHEETS HALF THE WIDTH OF A FULL SHEET PLUS THE WIDTH OF THE MANUFACTURER'S R302.10 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 SINGLE -PLY OVERLAP. END LAPS SHALL BE 6 INCHES AND SHALL BE OFFSET BY 6 FEET. SYNTHETIC UNDERLAYMENT SHALL BE ATTACHED TO A NAILABLE DECK WITH CORROSION -RESISTANT FASTENERS WITH A FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTIONS R302.10.1 THROUGH R302.10.5. R310.2.1 MINIMUM OPENING AREA LANDINGS, SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN HEIGHT AS MEASURED VERTICALLY ABOVE MAXIMUM FASTENER SPACING, MEASURED HORIZONTALLY AND VERTICALLY, OF 12 INCHES (305 MM) O.C. 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. BETWEEN SIDE LAPS, AND ONE ROW AT THE END AND SIDE LAPS FASTENED 6 INCHES (152 MM) O.C. FIREBLOCKING: 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. EXCEPTIONS: UNDERLAYMENT SHALL BE ATTACHED USING ANNULAR RING OR DEFORMED SHANK NAILS WITH METAL OR 1. GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 34 INCHES (864 MM) PLASTIC CAPS WITH A NOMINAL CAP DIAMETER OF NOT LESS THAN 1 INCH. METAL CAPS ARE REQUIRED WHERE THE ULTIMATE DESIGN WIND SPEED, VULT, EQUALS OR EXCEEDS 170 MPH. METAL CAPS SHALL HAVE 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. A THICKNESS OF NOT LESS THAN 32-GAGE SHEET METAL. POWER -DRIVEN METAL CAPS SHALL HAVE A 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 MINIMUM THICKNESS OF 0.010 INCH. MINIMUM THICKNESS OF THE OUTSIDE EDGE OF PLASTIC CAPS SHALL BE 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) 0.035 INCH. THE CAP NAIL SHANK SHALL BE NOT LESS THAN 0.083 INCH FOR RING SHANK CAP NAILS. CAP NAIL 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. SHANK SHALL HAVE A LENGTH SUFFICIENT TO PENETRATE THROUGH THE ROOF SHEATHING OR NOT LESS WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL HAVE A THAN 3/4 INCH INTO THE ROOF SHEATHING. 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 R905.2.4.1 WIND RESISTANCE OF ASPHALT SHINGLES (IF APPLICABLE) 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. ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTIONS R905.2.6 AND R905.2.6.1. PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM 1.1.VERTICALLY AT THE CEILING AND FLOOR LEVELS. WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. WINDOW OPENING CONTROL DEVICES EXCEPTIONS: R905.3 CLAY AND CONCRETE TILE 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 THE INSTALLATION OF CLAY AND CONCRETE TILE SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S 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. INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FRSA/fRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, SIXTH EDITION WHERE THE VASD IS DETERMINED IN ACCORDANCE 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 WITH SECTION R301.2.1.3 OR THE RECOMMENDATIONS OF RAS 118, 119 OR 120. 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. 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 EXHAUST SYSTEMS: 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: 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 M1501.1 OUTDOOR DISCHARGE 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 THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS IN E136 REQUIREMENTS. A 6-MIL (0.006 INCH; 152 MM) POLYETHYLENE OR APPROVED VAPOR RETARDER WITH JOINTS LAPPED NOT ACCORDANCE WITH SECTION Ml506.3. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R1003.19. 1. OPERABLE WINDOWS WITH OPENINGS THAT WILL NOT ALLOW A 4-INCH-DIAMETER (102 MM) SPHERE LESS THAN 6 INCHES (152 MM) SHALL BE PLACED BETWEEN THE CONCRETE FLOOR SLAB AND THE BASE CRAWL SPACE. 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. UNIT SEPARATION. 2. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT M1502.4.5 DRYER DUCT LENGTH COMPLY WITH ASTM F2090. EXCEPTION: THE VAPOR RETARDER IS NOT REQUIRED FOR THE FOLLOWING: THE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE DETERMINED BY ONE OF THE METHODS 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. SPECIFIED IN SECTIONS M1502.4.5.1 THROUGH M1502.4.5.3. EXCEPT AS PROVIDED IN SECTION R302.11, ITEM 4, FIREBLOCKING SHALL CONSIST OF THE FOLLOWING COMPLY WITH SECTION R312.2.2. 2. FOR UNHEATED STORAGE ROOMS HAVING AN AREA OF LESS THAN 70 SQUARE FEET (6.5 M2) AND M1502.4.5.1 SPECIFIED LENGTH MATERIALS. STAIRWAYS: CARPORTS. 3. DRIVEWAYS, WALKS, PATIOS AND OTHER FLATWORK NOT LIKELY TO BE ENCLOSED AND HEATED AT 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 1. TWO-INCH (51 MM) NOMINAL LUMBER. A LATER DATE. LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN ACCORDANCE WITH TABLE M1502.4.5.1. THE MAXIMUM 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. LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. 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 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS. PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. THE CLEAR WIDTH OF WALL COVERING: M1502.4.5.2 MANUFACTURER'S INSTRUCTIONS 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 THE SIZE AND MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED BY THE DRYER 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 MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE CODE OFFICIAL SHALL BE PROVIDED WITH A COPY OF 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 THE INSTALLATION INSTRUCTIONS FOR THE MAKE AND MODEL OF THE DRYER AT THE CONCEALMENT 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 INSPECTION. IN THE ABSENCE OF FITTING EQUIVALENT LENGTH CALCULATIONS FROM THE CLOTHES DRYER MANUFACTURER, TABLE Ml502.4.5.1 SHALL BE USED. 7. BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED MATERIALS R311.7.2 HEADROOM WITH THE MANUFACTUREROS RECOMMENDATIONS. 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 M1502.4.5.3 DRYER EXHAUST DUCT POWER VENTILATOR 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 MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED IN ACCORDANCE WITH THE THE SPECIFIC APPLICATION. THE LANDING OR PLATFORM ON THAT PORTION OF THE STAIRWAY. GLASS MAT GYPSUM BACKING PANEL (ASTM C1178) MANUFACTURER'S INSTRUCTIONS FOR THE DRYER EXHAUST DUCT POWER VENTILATOR. R302.12 DRAFTSTOPPING R311.7.5 STAIR TREADS AND RISERS FIBER -REINFORCED GYPSUM PANELS (ASTM C1278) NONASBESTOS FIBER -CEMENT BACKER BOARD (ASTM C1288 OR ISO 8336, CATEGORY C) GENERAL NOTES: 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) 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 ATTENTION GENERAL CONTRACTOR / BUILDER: AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET (92.9 M2). DRAFTSTOPPING RUNNERS. WINDOW INSTALLATION ISSUANCE OF PLANS FROM THE ARCHITECT SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS 7 R311..5.1 RISERS WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL 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 INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY 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 ( ) FLASHING REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF THE TREAD ABOVE AT APPROVED APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE 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 TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE ARCHITECT, THE ARCHITECT SHALL NOT BE HELD RESPONSIBLE. 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 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 INSPECTION NOTES: 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 WORK SHALL NOT BE DONE BEYOND THE POINT INDICATED IN EACH SUCCESSIVE INSPECTION WITHOUT FIRST MM) WOOD STRUCTURAL PANELS OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. R311.7.5.2 TREADS THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. OBTAINING THE APPROVAL OF THE BUILDING OFFICIAL. THE BUILDING OFFICIAL, UPON NOTIFICATION, SHALL DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS UNLESSSELF-ADHERED THE TREAD DEPTH SHALL BE NOT LESS THAN 10 INCHES (254 MM). THE TREAD DEPTH SHALL BE MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR MAKE THE REQUESTED INSPECTIONS AND SHALL EITHER INDICATE THE PORTION OF THE CONSTRUCTION OTHERWISE APPROVED BY THE BUILDING OFFICIAL. THE INTEGRITY OF THE DRAFTSTOPS SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A THAT IS SATISFACTORY AS COMPLETED, OR NOTIFY THE PERMIT HOLDER OR HIS OR HER AGENT WHEREIN MAINTAINED. ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. THE GREATEST TREAD 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 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. 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 MM). WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE FOUNDATION INSPECTION NOTES: A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE R308.4.1 GLAZING IN DOORS R311.7.5.3 NOSINGS EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED 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 FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. 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 EXTERIOR FINISHES: EXCEPTIONS: 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 COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE 1. CEMENT PLASTER FINISH OVER MASONRY SHALL BE 5/8" THICK TEXTURED PER COMMUNITY 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. FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS STANDARDS. 2. DECORATIVE GLAZING SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 2. CEMENT PLASTER FINISH OVER WOOD SUBSTRATE SHALL BE 7/8" THICK (3) COAT STUCCO OVER (2) R308.EXCEPTION: GLAZING ADJACENT TO DOORS. 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 LAYERS OF WATER RESISTANT BARRIERS IN ACCORDANCE WITH FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, R703 AND ASTM C926. TEXTURE PER COMMUNITY GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TO .2 GLAZI INCHES (279 MM). APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN FLOOD ZONE REQUIREMENTS: BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 R311.7.8 HANDRAILS 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 PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. 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 MECHANICAL AND HVAC: 1 • ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE 1. WHERE THE GLAZING IS WITHIN 24 INCHES OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE R311.7.8.1 HEIGHT . SUBSEQUENT DRAINAGEOPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. DOOR IN A CLOSED POSITION. HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, PROTECTION AT THE HEAD AND SIDES. 1.2. IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND 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 REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHERPROFESSIONAL. CLOSED POSITION AND WITHIN 24 INCHES OF THE HINGE SIDE OF AN IN -SWINGING DOOR. THAN 38 INCHES (965 MM). PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR 1.3. IN ACCORDANCE WITH OTHER APPROVED METHODS. REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (762 mm) DEEP AND 30 INCHES (762 mm) WIDE EXCEPTIONS: EXCEPTIONS: 1.4. IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMAIWDMA 300 OR SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 1 . DECORATIVE GLAZING. 1 WHERE THERE IS IN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR 1. THE USE OF A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED OVER THE LOWEST FMA/AAMA/WDMA 400. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR 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 AND THE GLAZING. TREAD. 2. WHERE HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE CONTINUOUS TRANSITION 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. APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 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. INCHES (76 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S 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 INSTALLATION INSTRUCTIONS. 4. GLAZING THAT IS ADJACENT TO THE FIXED PANEL OF PATIO DOORS. PERMITTED TO EXCEED 38 INCHES (956 MM). WOOD -FRAME CONSTRUCTION. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN 6. AT WALL AND ROOF INTERSECTIONS. 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. 35'-011 0 A5.1 1 51-011 1 21-01' 81_011 - 611 -- 111-011 -- 6, ,STUCCO WRAPPED — - — — — — BEAM @ T-8" — — — — --- 01 �. -- d. -- 1 STUCCO WRAPPED Ow w A5.1 4X6 POSTS a co I a LANAI �@1 88CG Om - O 00 I I O 0 1 O MOISTURE RESISTANT � I p •- O v DRYWALL CLG. O r 51-411 13'-4" 8'-8" 71-8' -- - - - - '35 SH 54"X63" EGRESS 6068 SOD TEMP 35 SH XFER GRILL 13'-51" ti�6� M 41_ 111 11 151 -10 --- OWNER'SC.L. SUITE z 8'-8" CLG. ---R&S (V rSHELVES GREAT ROOM 00 C 8'-8" CLG. r- 1 11 PTRY `\I I 5 -1 co " `-! '-8 CLG. cV _ 3-SIDED ACRYLIC SURROUND '-�;j g ® 3211 C T(p 0 r=1cV i i .Ty'� ' In 1 111 1 I I 111 M I' 9 -52 I -102 c� 1 111 15 -11 U,) L--- ",. — 36"x60" I OWNERS — _ r-- _ -- = - ACRYLIC BATH g 0.� O0� rr o SHWR PAN ` - 8'-8" CLG. I 1_ 111 L- � � a KITCHEN I � I IJ DINING a '-311 4 32 1 o11 O °C 8'-8° CL - -� AREA M �� ? L C0 ' _ Ela0 - ' 8'-8" CLG. r= a _ to ° i i� ADD" OSB TO Q$ WIC I I I REF. la i MECH. CL. CEILING FOR 3-SIDED I 8 -8 ��� �bN I WATERLINEi . I I FIRE DRAFT ACRYLIC o0 STOP SURROUND '� M ;cn ; i3'-10"1 31.5111 AHU ON 2 cAi it t- STAND -r-Aa!-9-2211j' UB PER o ' p --- -------- ► R&S HI/LO I Z c+0 30 AFF 0000MM. eo ti _O Y R.A.G. PECS CV 6...< F . R&S XFER f, cr LOCATION -- HALL _ -- N V-- -- -- �0 GRILL3'-2" CL Y 31.611 BATH co 31-11 2 31_7211 61_1211 s'-8° CLG. 61_ -_- 1 f=- o BEDROOM 3 - ---- �� �� `- - - O 8'-8" CLG. R&s - ` - HALL ch ° Ltc� _R&S --- _ , r „ 8 -8 CLG. L CL �o DRYER �w=iN FOYER XFER - GRILL (V cww7 r VENT I h co 8'-8" CLG. 21_3111 N '11 WAS 10-72 h 8 T-0"G 6 -1211 3'_9 ' 11.71" 41.611 Box WH N LINE OF 2" 2868 C W/ -' N CONC. CURB SELF CL DSER ' 11 2 -0 WALL ENTRY r 22" X 54" BOARD ON 8'-8" CLG. io BEDROOM 2 BOLLARD PER i ATTIC ACCESS GARAGE SIDE 8 � $ 8 8„ CLG. COMM. SPECS. L__--_--___J PROVIDE 0. 17'-4" INSULATION 4'-0" 1 - " 10'-0" ----- - - AS REQ'D _FLAT SOFFIT_ AT 7'-4" _ '25 SH 2 CAR _ 37"X63" EGRESS r GARAGE -c; N N 8'-8" CLG. ' O 1/2" CEILING BOARD cV ABOVE r<------------------------------------ ---�� It 0 1 c� 16070 GARAGE DOOR 61-011 41-011 101-011 '-4" 16'-011 '-4" '-41' 1 8'-811 1 1'-411 5'-011 'If 35'-011 1 A5.1 1 FIRST FLOOR PLAN SCALE: 1 /4"lli A5.1 LEGEND SYMBOLS BUILDING/WALL SECTION MARKER OINTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE ELEVATION STEP BRKX FLOORING BREAK WALL TYPES 2x WOOD/STEEL FRAMED PARTITION INTERIOR PARTITION w/ INSULATION CMU WALL CMU WALL w/ FURRING & INSULATION NOTE: INTERIOR WALLS ARE DRAWN SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL BRACKET SPACED 16" O.C. FOR VERHANGS GREATER THAN 10" SOLID SURFACE COUNTERTOP TOP PLATE 2x4 STUD WALL 1 2" MAX SEE PLANS FOR WALL LAYOUT =_ 1/2" GYP. tBASE CABINET AS 1 BD. PER SHOP DWGJ N WD.BASE-\ MOLDING FINISH FLOOR-, FLOOR I 1 III I-SUBFLOOR 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 B INTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. NOTE: TYP. WINDOW HEAD HGT. AT 8'-0" U.N.O. cz CZ cz O �Q a 0 0 U 0 Z a) w :5 cw*j 0 a folooloom 0 O 1-1p WJ LLO w ]• m 2 cn x M "low" MCC w O U W ~' n J 1 N O� U) *o,I No 77824 "o . STATE O ;" ���l11 111\ COMMUNITY; UNKS AT CAL S SPRINGS PLAN # 610 RELEASED: 7/12/21 SHEET ROOF SHINGLES PER COMMUNITY SPECS. KIM 2'-0" 12 5 I 1 5:12 9„ RIGHT ELEVATION SCALE:1/8"=l'-0" ROOF PLAN SCALE:1/8"=1'-0" 5:12 12 ,75 12 5 T.O. ROOF SHINGLES PER 12 12 COMMUNITY 5 � 0 —I� 5 SPECS. SCALE:1/8"=1'-0" 4" WIDE STUCCO BAND 2" , GARAGE HEAD TRIM DETAIL SCALE: 3/4"=1'-0" ROOF SHINGLES PER COMMUNITY SPECS. 4" WIDE STUCCO BAND (+1) 6" FASCIA, TYP. 1 '-0" 1 4" WIDE STUCCO BAND (+1) LEFT ELEVATION SCALE:1/8"=1'-0" WINDOW HEAD 4" WIDE STUCCO +1 \� I I BAND I 4„ I I 4" op +1 I I I ��------�' , 4" WIDE STUCCO WINDOW SILL BAND , WINDOW HEAD & SILL DETAILS SCALE: 3/4"=1'-0" SIM. AT FRONT ENTRY 12 5 10m F=--IlIUIIFM—1 FINIF—M-1101 16070 GARAGE DOOR FRONT ELEVATION SCALE:1l4"=1'-0" 5:12 12 \- 5 1'-0" 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 BLDG. HEIGHT ROOF SHINGLES PER COMMUNITY SPECS. T.O. MASONRY -- — -- �i. — — — T.O_WINDOW 11-011 0 0 4" WIDE E 0 _ STUCCO BAND ►� i i, +1 i 25 - - - _ FIN. FLOOR F, NOTE: PROVIDE FLASHING AT ALL ROOF VALLEY AND ROOF/ WALL INTERSECTIONS M.- rile ` Ch zo 4 Z� C6� cz'z �ct cz r o ao 1 0 z ICL 00 0 Cfl � Chi O � cn O 0 I MEMO"w law" w 2 > w U) l=J m< O N G U) O8 � G NO 77824 ' STATE OF C SPRINGS PLAN # 6100 RELEASED: 7/12/21 SHEET 12 5 BOTTOM OF LINTEL @ T-4" A.F.F. n n i n 2 CAR GARAGE 9 ENGINEERED ROOF TRUSSES SEE FRAMING SHEET FOR DETUS INSULATIONPER ENERGY- ►.�t..r..,OR -ww ..�.�.�.r.�'r♦r.�.�.��,rr.� + r..rr+�rr.�..�. �r.�. ♦ .r.�;�.rrrr. ,�►rr + 1 rr ��, T.O. MASONRY T.O. WINDOW 12 5 BEDROOM 3 FIN. FLR. it • III l ,. 2 BUILDING SECTION SCALE: 1 /4"=1'-0" ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) 12 5 OWNER'S SUITE 1 A5.1 ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) T.O. MASONRY ----------- T.O. WINDOW FIN._FLR._ III �i I cz czcc n Z rz Qc! �I i O 1 i O O U O U) Z 0 O � � w o w Z w A c ill< Im O U W G U) O� �o • a Q a % No 77824 rI ' STATE OF J .41j ' V" OR1� �� URRMCALUSA SPRINGS PLAN # 6100 RELEASED; 7/12/21 SHEET AS* 116mmmmomm-mmmommmmmmma SEE SOFFIT AT RAKE (BEYOND) ROOF PLAN 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 "U'FLASHING DETAIL �_2X LEDGER BOARD FMASONRY Y(REFER TO ELEV.) INSULATION AS2X ALUM WRAPPED FASCIA PER SPECS. BD. w/ALUM DRIP EDGE PRE-ENGINEEREDSOFFIT INSTALLED PER GABLE END ROOFMANUF. SPECS TRUSS - REFER TO2X PT BLOCKING STRUCTURALSHURRICANE STRAP - REFER TO STRUCTURALS 1/2" (MIN.) CLG. BD. LINTEL - REFER TO STRUCTURALS TYP. HIPPED PENT ROOF DETAIL SCALE: 1/2" = V-0" 1-STORY - MASONRY WALL ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER 12 R905.1.1.1 (SEE SHEET CS2) 12 SEE ROOF PRE-ENGINEERED ROOF SEE ROOF PLAN TRUSSES AT TYP. 24" O.C. PLAN BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. e� HURRICANE STRAP EACH END - OF TRUSS - REFER TO _- ._ _ STRUCTURAL. AK TOP OF C.M.U. (REFER TO ELEV.) INSULATION PER 2x6 ALUM WRAPPED FASCIA COMMUNITY SPEC. SEE ENERGY CALCS. _EE BD. WALUM DRIP EDGE 1/2" (MIN.) CLG. BD. 1/2" (MIN.) J SOFFIT INSTALLED PER CLG. BD. 1x PT DRAPE BLKG MANUF. SPECS (t" TYPE'X' GYP. BD. ABOVE WINDOWS 1/2" 2X BLOCKING TO BE PROVIDED G.W.B. WHEN LIVING SPACE SEE STRUCTURAL IS ABOVE GARAGE) WINDOW PER PLAN N PLAN GYP.BD. WINDOW SILL 1/2" GYP. BD. OVER RADIANT PRECAST WIN. SILL BARRIER INSULATION (R-4.1) ATTACHED TO 1x2 PT. FURRING @ 24" O.C. SLOPE GRADE AWAY BASE BOARD FROM HOUSE GARAGE SLAB, 4„ SEE STRUCTOL URAL - 0'-0° PLANS FIN. FL. SLOPE 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 BOARD z 3 1/2" w GARAGE °- PANEL s, � I I� CONCRETE sCURB REFER TO PLANS R 'F741 FW 1 0ii GYPSUM - BOARD J" GYPSUM BOARD NICHE FOI ELECTRIC PANEL & WIRING ELECTRIC PANEL EXTERIOR CMU BLOC WALL CONCRET CURB REF TO PLANS CONCRETE SLAB ON GRADE AT GARAGE FLOOR M ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER R905.1.1.1 (SEE SHEET CS2) PRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. OIL TOP OF C.M.U. (REFER TO ELEV.) 2x6 ALUM WRAPPED FASCIA BD. w/ALUM DRIP EDGE SOFFIT INSTALLED PER MANUF. SPECS 2X PT BLOCKING SEE STRUCTURAL PLAN 8" CMU BLOCK W/ CEMENTITIOUS FINISH (BEYOND) EXPANSION JOINT DRIVEWAY PER COMMUNITY SPECS it 0'-0" SLOPE FIN. FL. ---- FOUNDATION PER STRUCTURAL DRAWINGS WALL SECTION Cad GARAGE DOOR SCALE: 1/2" = V-0" ATTIC FLOOR REFER OR SECOND LIVING SPACE TO PLANS mime 0Aa i ELECTRICAL PANEL NICHE AT CMU BLOCK WALL NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION cz n "z O Q g d 0 U Cj? 0 z O 0 U w 0 mi a U) m< O_ R a W N Oq � G a ••4`�`N4 ii No 77824 STATE OF ;�W toR1aP •,`�\ s�ONAIL O COMMUNITY: LINKSATCALUSA SPRINGS PLAN # 6100 RELEASED; 7/12121 SHEET A5,s2 O z .0 7C Q n D z r n z g y n ri D z n z g L n z i) "L" FLASHING SCALE: N.T.S. 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 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 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. S" 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. z STEP 1 FOLC 0 FOLD INWARD @ PT. A STEP 3 0 FOLD @ ©© 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 m FOLD INWARD @ PT. A CREASE @ PT. B STEP 4 0 oC 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 a O � 7 H 0 uw o to z OEM" O � 0 s a w � w w x � x U) m< 0 E U w 0 U) 0� in c tW- No 77824 STATE OF NqL COM : SPRINGS PLAN # 6100 RELEASED: 7/12121 SHEET wpml ELECTRICAL PANEL ON 2x4 WALL ELECTRICAL METER (V.I.F.) IRRIGATION TIMER , FIRST FLOOR ELECTRICAL PLAN SCALE: 1 /4"=1'-0" 3-BULB 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. 11 BREAKER PVC 1 /2" PVC CONCRETE ENCASED GROUNDED ELECTRODE ELECTRICAL RISER DIAGRAM NOT TO SCALE ELECTRICAL KEY 0 DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET USB COMBO 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 +4 LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE fj EXHAUST FAN p EXHAUST FAN/LIGHT COMBINATION © CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) O COMBINATION SMOKE / CO2 DETECTOR ® SMOKE DETECTOR F4 TELEPHONE (OPTIONAL) Q TELEVISION (OPTIONAL) (o ELECTRIC METER im ELECTRIC PANEL __mm.L 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 2017 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 2O17 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 2017 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 � Q � n H z :5 (L 0 u U O w o w a O 0-1 p i w LL. w jmw x cn a U OWN" O_ E W 0 04 20 �z aa�aa COMMUNITY: SPRINGS PLAN #6100 RELEASED: 7/12/21 SHEET • Lr 10 SLAB PENETRATION PLAN SCALE: NTS p cz C6 � a n n Q 0 o � 0 x U a O Z 0-i Im O to � 0 O w Z w a w � x U) N z 0 a o U Z 0 z <1 I I I I I I COMMUNITY: SPRINGS PLAN # 6100 ! RELEASED: 7/12/21 SHEET i p I • i MASONRY LINTEL ASSEMBL I ES 5EE 5GHE7ULE AND 5PECIFIGATION5 FOR ADD'L INFO L4J 1 MIN. (1) GOURSF./BOND J Lf MIN. (1) GOUR5E/BOND I BEAM ABOVE LINTEL ' QBEAM ABOVE LINTEL - = �RGur �Rour BOTTOM REIN. PRECAST LINTEL W/ PREGAST LINTEL W/ EMEDDED REIN. 2i - y EMBEDDED REIN. MB-1 MB-2 TOP COURSE, IF �LDJ� in I L2 TOP COURSE, IF REOP PER ARCH. REab PER ARCH. TOP REIN. OR GONE. CANT. BOND BEAM BOND BEAM REIN. REIN. As READ .. 6Rour bRaur7r BOTTOM REIN. BOTTOM REIN. PRECAST LINTEL W/ 'z., ,` .• PEMBEDDED REIN. I w• I RECAST LINTEL W/ } #--"� EMBEDDED REIN. MB-3 n MB-4 MASONRY LINTEL DETAILS REINFORCEMENT MARK DE5I6NATION TOP BOTTOM SHEAR REINFORCEMENT MB-1 8F8-OB/0T ----- ----- MB-2 8F8-I5/OT ----- (I) #5 M5-3 8FI6-IB/IT (I)5 (1) #5 M13-4 8RF14-15 ----- ----- APPROVED LINTEL MANUFACTURERS ARE: CA5T-CRETE, QUALITY PRECAST CO., AND LOTT'5 GONCRETE. NOTE5: I. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-0" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REQURIED. 3. ALL LINTEL5 5HALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORGEMENT SHALL BE 6RADE 60, f y=60 ked 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516 UIRN. 7. ALL LINTELS ARE TO BE LOCATED DIREGTLY ABOVE THE OPENIN6 BELOW SHEET LIST INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.3 ROOF FRAMIN6 PLAN 50-1 FOUNDATION DETAILS 50-2 STRUCTURAL DETAILS PB5B-I STRUCTURAL DETAILS GENERAL 5TRUCTURAL NOTES FOUNDATION • DE516N 15 BASED ON lth EDITION (2020) FLORIDA BUILDING CODE. • FOOTING DE516N - THESE FOOTINC75 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARIN6 CAPACITY OF 1,500 P51F. • ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT W/ GONGRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALLS TO SLAB WITH Y4" DIA. x 23/4" LONG TAPGON5 0 52" O.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORRO51ON-RE515TANGE COMPATIBILITY OF HARDWARE d FA5TENER5 IN CONTACT w/ PRE5ERVATIVE-TREATED WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • CONCRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAYS, U.N.O.: f'c = 2,500 psi:....... FOOTIN65 2,500 P51:....... 5LA55 ON GRADE (INTERIOR b EXTERIOR) fy = 60,000 p51 ...... REBAR • ALL GONGRETE EXP05ED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTINGS SHALL BEAR AT LEAST 12" BELOW FIN15H 6RADE. • FOOTIN65 AND 5LA55 ON 6RADE SHALL BEAR ON GLEAN, FIRM VIR61N 501L OR GLEAN FILL COMPACTED TO A q5% PROGTOR VALUE • MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOK5 SHALL BE PROVIDED AT 015GONTIN0005 END OF REINF. • GROUT SHALL BE A5TM G416 F'c=3000 P51 w/ MAX 3/e" AGGREGATE • CONCRETE MASONRY UNITS SHALL BE A5TM CqO WITH A MINIMUM GOMPRE551VE 5TREN6TH OF Ig00 PSI (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON AGI 530/530.1 • REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL 0 BE REINFORGED w/ (1) #5 BAR VERTICAL, BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL AL16N WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTIN6 DOWEL. • 6ROUT 50LID ALL REINFORGED GMU GELL5 AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" GONT. FULL LEN6TH OF WALL w/ (1) #5 BAR GONT. (TYP. ® EXT. PERIMETER) • PROVIDE (1) #5 BAR 6ROUTED 50LID ON EACH SIDE OF ALL MA50NRY OPENIN65 AND AT ALL WALL GORNER5. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE GENTER OF THE MASONRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR WALLS. (AS SHOWN ON PLANS) • ROUGH OPENIN65 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB E06E5, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. EXACT LOCATIONS PER BUILDER. • SAW GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH OF THE SLAB (I" FOR A 4" SLAB) • JOINTS SHALL BE LOCATED o 12'-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE AS CLOSE TO SQUARES A5 P0551BLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SPECIFICATIONS (TYP. U.N.O.) DESCRIPTION OF 151-06. ELEMENT 3"x0.131" NAILS 3"xO.120" NAILS J015T TO 50LE PLATE (3) TOENAILS (3) TOENAIL5* 50LE PLATE TO J015T/13LK'6. (3) NAILS 0 4" o.c. (3) NAILS o 4" o.c. STUD TO 50LE PLATE 2 TOENAILS (3) TOENAIL5* TOP OR 50LE PLATE TO STUD 2 NAILS 3 NAILS RIM TO TOP PLATE TOENAILS 0 8" o.c. TOENAILS o 6" o.c.* BLK'6. BTWN. JOISTS TO TOP PL. (3) TOENAILS (5) TOENAILS* DOUBLE STUD NAILS 0 24" o.c. NAILS 0 16" O.C. DOUBLE TOP PLATE NAILS a 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE LAP SPLICE q NAILS IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP o CORNERS $ INTER5EGTIN6 WALLS (2) NAIL5 (2) NAILS * 2Y2"x0.113 15 AN AGGEPTABLE ALTERNATIVE TO A 3"x0.120", 5AME 5PAGIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE * ARE SHOWN) TH15 MODEL HA5 BEEN DE516NED IN ACCORDANCE WITH THE �th EDITION (2020) FLORIDA BU I LD I N6 CODE (SECTION 1(90q) LATERAL DE516N REQU I REMENT5 FOR THE FOLLOWING WIND 5PEED EXP05URE ONLY; 140 MPH - EXP. B WIND I MPORTANGE FACTOR = 1.0 INTERNAL PRE55URE COEFFICIENT = ENCLOSED, +/- 0.15 ANY WIND 5PEED/EXPO5URE NOT LISTED HERE REQUIRE5 FORMAL EVALUATION I APPROVAL FROM M+K STRUCTURAL EN6INEERIN6. EXTERIOR 4 SHEAR HALL SHEATHING SPECIFICATIONS INDICATES LOCATION AND EXTENT OF 5HEARWALL WHIGH REQUIRES 5HEATHIN6 AND/ OR FA5TENIN6 SPECIFICATIONS BEYOND THAT OF 5TNDRD GON5TRUGTION 5YMB0L SHEAR PANEL SPEC. 15/32" PLYWOOD OR 05E3 FASTENED w/ PI 2Y211x0.131" NAILS @ 6" o.G. ALONG PANEL E06E5 AND 12" o.c. IN THE PANEL FIELD. 15/32" PLYWOOD OR 05B FASTENED W/ e 2y2"xO.131" NAILS @ 3" o.G. ALON6 PANEL E06E5 AND 12" o.c_ IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALLS w/ 15/32" PLYWOOD OR 056 FASTENED w/ 2-�Z"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 FRAMIN6 OR 2X BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL E06E AND FA5TENIN6 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMIN6 ® 16"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED T06ETHER w/ 3Y2"x0.131" NAILS ® 16"o.c. USE (8) %"xO.131" NAILS ® EA. LAP SPLICE. (TYP. U.N.0) 4. LATERAL ANALY515 ASSUMES ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALL5 ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENIN65. 5. SEE ARCHITECTURAL ORAWIN65 FOR ADO'L WALL CONSTRUCTION REQUIREMENTS. 6. ALL EXTERIOR WALL5 ARE CONSIDERED 5HEARWALL5. 1. WHERE PANELS ARE APPLIED TO BOTH FAGE5 OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMIN6 MEMBERS. 8. A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENIN65 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LONG A5 THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 E06E NAILIN6 REQUIRED AND OCCUR 16" MINIMUM FROM THE EN05 OF THE 5HEARWALL. q. ALL 5HEATHIN6 PANELS TO MEET U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 WITH 3%, SPAN RATIN6 (MAX.) 10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE ARCHITECTURAL PLANS, THE 5HEATHIN6 USED IN THE -FIRE RATED A55EMBLIE5 SHALL BE NOMINAL W ' THICK, APA RATED 5HEATHIN6 123(6 EXP05URE 105E OR PLYWOOD PEf ACCORDANCE WITH THE UL DE516N5 5PEGIFIED. Window � Door Allowable Wind Pre55ure5 140 MPH Wind Zone EX1205Ure, E3®® OPENIN6 51ZE INTERIOR ZONES END ZONES 8' 6aroge Door +185 P5F/-20.q P5F +18.5 P5F/-20.q P5F 16' Garage Door +I1.1 P5F/-Iq.1 P5F +I1.1 P5F/-Iq.1 P5F 10 SOFT. +21.2 P5F/-22.q P5F +21.4 P5F/-28.3 P5F 20 SOFT, +20.2 P5F/-22.0 P5F +20.2 P5F/-26.4 P5F 50 SOFT. +lq.O P5F/-20.8 P5F +Iq.O P5F/-23.q P5F 100 5QFT. +18.0 P5F/-Iq.B P5F +18.0 P5F/-22.0 P5F 500 SOFT.1 +15.8 P5F/-I1.6 P5F +15.8 P5F/-11.6 P5F (DEnd Zone 15 defined aS the Smaller of 10% of lea5t horiz. dim. or 40% of mean roof height. Pre55ure5 have been derived from 2020 FBG Table R301.2(2). OPreSSureS charted here are allowable Pre55ure5 and have been reduced per A5GE 1-16 Section 2.4.1 from ultimate prec,5ure5. Divide allowable prer,5ure,5 above by a factor of 0.6 for ult. pre5Sure5. ROOF FRAMIN6 • SEE ROOF TRU55 UPLIFT GONNEGTOR 5GHEOULE FOR ALL ROOF TRU55 GONNEGTOR5. • ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 055/PLYWOOD 5HEATHIN6 24/6, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.113" RIN6 SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL E06E5 8 0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 8 ORA6 TRU55E5 w/ RIN6 SHANK NAILS 0 3" O.G. (U.N.0). PROVIDE BLOGKIN6 ALONG PANEL E06E5 AT FIRST 2 TRU55 BAYS FROM 6ABLE END. PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR CLIPS o 24" O.G. • ALL METAL HAN6ER5 SHALL BE 5PEGIFIED BY THE TRU55 MANUFAGTURER, UNLE55 OTHERN15E NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER WTGA $ TPI'5 BG51 I GUIDE TO GOOD PRAGTIGE FOR HANDLIN6, IN5TALLIN6 $ BRAGIN6 OF METAL PLATE GONNEGTED WOOD TRUSSES." • ROOF TRU55 SHOP 016165. SHALL BE SUBMITTED TO ARCH $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH $ SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"4.I31" NAILS o 16" O.G. UPLIFT CONNECTORS BEARING CONDITION TRU65 CONNECTOR LENGTH < 15' 51MP50N H2.5T SINGLE ROOF TRU55 BEARIN6 ON > 15' 5IMP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRU55 BEARIN6 ON WOOD STUD WALL/WOOD BEAM ALL 51MP50N HT520 51N6LE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL ROOF G.T., FLUSH BEAM OR ALL (2) SIMPSON HETAI6 FLUSH G.T. BR6. ON GMU WALL ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH GONNEGTOR AS L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT GONNEGTOR5 PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL OE516N 5TANDARD5 FOR METAL PLATE CONNECTED WOOD TRU55 GON5TRUGTION". MdK HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT GONNEGTOR5 AND LOADS PER TH15 ORAWIN6 SHALL SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT GONNEGTOR 5PEGIFIGATION5 AND LOADS SHOWN ON THE SHOP CARDS. LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF SHEARWALL I:::::::::I EXTENT OF OVERFRAMIN6 *- - ---INOIGATE5 1/8"A" SAW GUT CONTROL JOINT INDICATE5 LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HANGER INDICATE5 P05T ABOVE. PROVIDE SOLID BLOGKIN6 UNDER POST OR JAMB ABOVE. GENERAL 5TRUCTURArL NOTES • DE516N 15 BASED ON lth EDITION (2020) FLORIDA BUILDIN6 GORE. • WOOD FRAME EN6INEERIN6 15 BASED ON NOS, "NATIONAL OE516N SPECIFICATION FOR WOOD GON5TRUGTION" - LATEST EDITION. • DE516N LOA05: ROOF LIVE = 20 P5F DEAD = 1 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 STAIRS 4 DECKS) = 30 P5F @ 5LEEPIN6 AREAS = 50 P5F @ GARAGE = 200 # POINT LOAD @ 6UARO5/HANDRAIL5 = 50 P5F @ GUARD IN -FILL COMPONENTS DEAD = 10 P5F (20 P5F TOTAL ® TILE) WIND ULTIMATE WIND SPEED d EXP05URE AS L15TED R15K GATE6ORY II 6ENERAL FRAMING • EXTERIOR WOOD STUD BEARIN6 WALL5 SHALL BE 2x 5PF#2 OR 5YP#2 ® 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARIN6 WALL5 SHALL BE 2x 5PF OR 5YP '5TUO' 6RADE LUMBER o 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x '5TUO' 6RADE MEMBERS 5PAGED a 16" O.G. (MAX.). • ALL NON-BEARIN6 INTERIOR STUD WALL5 SHALL BE CONSTRUCTED WITH 2x 5TUO' GRADE MEMBERS SPACED 0 24" O.G. (MAX.). • ALL HEADER5 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 5TRUGTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAM5 d HEADERS W/ 3-ROW5 OF 3"0.131" NAILS o 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 $ 2x8 MEMBERS. • FAGE NAIL BUILT UP 2x POSTS W/ 3"xO.131" NAILS o 16" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FAGE5 o 3-PLY OR MORE CONDITIONS. • REFER TO GONNEGTION 5PECIFIGATION5 TABLE FOR ALL GONNEGTION5 (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALLS w/ 1/16" 056 FASTENED w/ 2Y2"x0.13I" NAILS ® 6" O.G. ® E06E5 d 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL E06E5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE 50LID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL POSTS CONTINUOUS TO FOUNDATION/13EARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 p5i; E=1.55x10A6 p5i • LVL - Fb=2600 p5i; Fv=285 p5i; E=2.Ox10^b psi . FOR 2 d 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OF 3"x0.131" NAILS a 8" 0/6 OR 2 ROW5Y4"x3►'2" SIMPSON 505 5GREW5 (OR 3Y2" TRU55LOK 5GREW5) a 16" 0/G. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FA5TENIN6 AT BOTH FAGE5 FOR 3-PLY CONDITION. LOCATE TOP $ BOTTOM NAIL5/5GREW5 2" FROM E06E. SOLID 3 Y2" OR 5 Y4" BEAM5 ARE AGGEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OF Y4"xb" 51MP50N 505 5GREIN5 (OR (9 3/4" TRU55LOK 5GREW5) o 16" OIG. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FA5TENIN6 AT BOTH FAGE5 (ONE 51DE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. A 50LID 1" BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL 5TUO5 IN GONTAGT w/ GMU WALL5 SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LONG TAPGON5 o 24" O.G. FLOOR FRAMIN6 • I-J015T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HAN6ER5 SHALL BE 5PEGIFIED BY I -JOIST /TRU55 MANUFAGTURER, UNLE55 OTHERWISE NOTED. • I-JOI5T/TRU55 SHOP DW65, SHALL BE SUBMITTED TO ARCH. $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY • FLOOR 5HEATHIN6 SHALL BE 23/32" GONFORMIN6 TO P52-04, 24" O.G., EXPOSURE I, TONGUE AND 6ROOVE E06E5, FASTEN 5HEATHIN6 TO FRAMING MEMBERS W/ GLUE AND 3"xO.131" NAILS b" O.G. AT PANEL E06E5 $ 12" O.G. AT INTERMEDIATE SUPPORTS. TYPICAL 5TAIR GON5TRUGTION NOTES • (3) SINGLE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR LANOIN6, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM w/ (I) 5IMP50N A35 CLIP AT EACH STRINGER. • FASTEN 2x6 P.T. PLATE TO CONCRETE SLAB w/ (5) 346" DIA. x 3 Y2" LON6 TAPGON5. • FASTEN END 5TRIN6ER5 TO ADJACENT WALL5 w/ (2) 3"xO.131" NAILS AT EAGH STUD, WHERE APPLICABLE. • PROVIDE 3/4" FLOOR DE( KIN6 ON R15ER5 AND I" FLOOR OEGKINS ON TREADS. • SEE STAIR FRAMIN6 SECTION FOR MORE INFO. seal: \\ 5 1G t tFl/ No 77824 A STATE OF ; 0L OR10P��G����~ c co i ht�i�j��i���`\\\ � PYr 9 r struct E ire Ing, Inc. oCD z JJ W ILIJ z z z W Z Wcn cn J ...�H z W Co W ac K 9N >Z M&K project number: 068-2001 1 project mgr: drawn by: issue date: JSB BC 07-0 2-21 REVISIONS: date: initial: sheet: 07 2021 'Q Q x 0 J LL - _ ��.._,., s�,-,.-.�.a..,-...., s,.. -- - �. ,,.:.. .,.- rr�rr-,ea;��. �,'aa�A�fatr�,faaRtcaae�t�„-f•.,,,.��n::1..--. � _,.,. y, _ �!. .,.n 'f..T=:--y"f� �-`��'?I"- 'Y3Tii:. A'(►!'-. �Y-;: -. ,7�!f:::a. - I 0 551-011 51-011 1 i 121-011 - Q 1-011 ��-------- Q�f 3Y211 GONG. SLAB ON GRADE (2500 PSI MIN) W/ 6x6-W1.4xW1.4 I I MESH OR FIBER MESH - I I ON q5% COMPACTED o FILL OR VIRC71N 501L. o I 2 I q r-gT\�, 2 WAG 5D-I I 3 Y 11 STEP SD -I 5D-I 5D-I UNIT 2 I81_all 61-211 101-211 I 5.6.D. REGE55 PER ( ' MANUFACTURERS I • I INSTRUCTION I I i I . 'I I I f I NOTE: REFER TO BLOCK I • PLAN FOR ALL DOWEL LOCATION DIMENSIONS. � I .I ► I I' I ' ' I 2 2 I I I � � I I I• • I i � I I � 1L31_011 171_01l 5D- I I • L-------3Y2115TEP ---- - 3 Y2" STEP 4 I I I SD -I I 0 I - I 6ARA6E SLAB: • I 3 Y2" GONG. SLAB ON 6RADE (2500 PSI MIN.) W/ 6x6-WI.4xWl.4 MESH OR FIBER MESH OVER 6 MIL. POLY ON q5% COMPACTED I 2 - .- FILL OR VIRGIN SOIL. I I SD -I I 5 LU • 5 0 5D-I I � I 5D-I w --------------J 0 SLaB PLAN LEGEND • ® INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOGATION AND EXTENT OF 5HEARWALL • I::::: :I EXTENT OF OVERFRAMIN6 •-- M a--_---INDIGATE5 I/8"A" 5AW GUT GONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE ` (5EE NOTES) J L METAL HANGER • INDIGATE5 P05T ABOVE. PROVIDE 501-I1) BLOGKIN6 UNDER P05T OR JAMB ABOVE. REFER TO S-O.O FOR TYPICAL STRUCTURAL NOTES I$ SGHEDULES seal: 14077824 ` STATE Of ; � A z�/ j /ONAL E���s © copyright. �f fR\\ structural ngineering, Inc. Q. z z 1J 1m W W Np z O z W Oa.. -JQ °C dE E q. UJ a _� mE z MW E e y m W N M&K project number: 068-2001 1 project mgr: J S B drawn by: BC issue date: 07-02-2 `I REVISIONS: date: initial: sheet: J W o 0 � LL W (n W d U N to � Z J J 351-0 51_011 Ili SCALE: 1/4"=1'-O" (22x54 SHEET) SCALE: 1/6"=1'-0" (IIxl9 SHEET) Fml.O I d' t— 35'-0" 5'-4" 4'-y/�"" 1. 4'-5" 4'-5" 1. (01-2" I.2I-6I' 1. 4'-6" I, 31_211 ' LEGENP • _ _ _ = BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARNALL I: I EXTENT OF OVERFRAMIN6 •---- -- -n• ---INDIGATE5 1/8"A" 5AN GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE ID (5EE NOTE5) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOCKING UNDER P05T OR JAMB ABOVE. MA50NR`( LINTEL DETAILS REINFORCEMENT MARK DE5I65NATION TOP BOTTOM 5HEAR REINFORCEMENT M13-1 8F8-OB/0T ----- ----- MB-2 8F8-IB/OT ----- (1) #5 MB-3 8F16-I13/IT (1) #5 1 (1) #5 MB-4 8RF14-IB ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S GONGRETE. NOTE5: I. ALL LINTEL5 w/ 5PAN5 GREATER THAN 14'-0" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REQURIED. 3. ALL LINTELS 5HALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT OUT OR MODIFY PRESTRESSED LINTELS. 5. ALL REINFORGEMENT SHALL BE GRADE 60, f y=(o0 ks1 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 517E REQUIRED BY DE5I6N. 1. ALL LINTEL5 ARE TO BE LOGATED DIREGTLY ABOVE THE OPENING BELOW MASONRY L I NTEL ASSEMBL I E5 5EE SCHEDULE AND 5PECIFICATION5 FOR AEVL INFO — MIN. (1) GOUR5E/BOND � +r--- MIN. O) GOURSE/BOND L4J I BEAM ABOVE LINTEL i L4J I BEAM ABOVE LINTEL 6ROUT 6ROUT BOTTOM REINF, p. I PRECAST LINTEL w/ PRECAST LINTEL W M#—B— I EMBEDDED REINS M- EMBEDVED REINF. I+�-- TOP COURSE, IF TOP COURSE, IF � LQJ - L4J 1 REOV PER ARCH, R V PER ARCH. TOP REINF. OR CONT. CONT. BOND BEAM BOND BEAM REINF. REINF. A5 f;MGV 6ROUT GROUT BOTTOM REINF. BOTTOM REINF. • PRECAST LINTEL W EMBEDDED REINF. PRECAST LINTEL W �--�t -t—�-�- EMBEDDED REINF. MB-3 N MB-4 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES ff SCHEDULES seal: Z No 77824 1 9 P` STATE Of ti ANAu e.e�n(�991 Inc. 0 (D z JLU W W z z W J Q z� F- C U W� JZ W 2 y W 0C VF �' -1 M N cTj n M&K project number: 068.2001 1 project mgr: .J S B drawn by: BC issue date: 07-02-21 REVISIONS: date: initial: MB 1 Nt w O O 0 I J u� LL • uG,l ,Q • o W U) I N ] J Ld ' U MB 3 .. O CAI I'-4" 5'-0" 1'-4",110" 2'-10" 3'-2" 4'-0" M J J W BLOCK PLAN sheet: SCALE: 1/4"= I'-0" (2244 SHEET) SCALE: 1/5"=1'-0" (Ilxl1 SHEET) Fw2.0 REAR LANAI DROPPED BEAMS: (2)2xI2 w/Y211 05B/PLYWOOD m-rwAI DI SIG / r- � ) /—FASTEN DROPPED BEAM5 TO n/�r rr nCn nTl I I // r"t n /rir i,r -n 1 / ✓ i r �� •. � 1..- i✓ � i � � v l ✓j)00v �O � ? < NO= Q r-111% Q __T--__—_--� T DROPPED �B-EAM 1✓ 1 LI \ L I L V/ `1' 1 I I I I G/ 1 V`1 ` 4x6 POST w/ 5MP50N ABA46Z BASE Lu(TYP. OF 2) Q LU nD- I I 5D-2 Q� _-- i 20 HIP GIRDER TRU55 50-2 I i 51MP50N HUG412 FASTENED i BAGKTOGMU BLOGKw/ 51MP50N TITEN 5GREW5 o I LU U_ I I \ I O L I > I —I �� \ HIP 61 RDER TRUSS / I I \ / LU I \ / I I I nno I � \ / I I I I II I UI 0 I I I � a o I I I I I I 5D-2 -------- I I I I I I I I o z I <�S) In0 1 5D-2 I 3`7' zo I �IA HIP GIRDER TRUSS I I I I I o` I ~ L I oL I � II II 1 5D-2 II I 5TRUGTURAL GABLE END HIP 61RDER TRU55 --�---� __T — 3 5D-2 5D-2 I I I 1 I 5D-2 —---------------------------------------------------- I � I I 5TRUGTURAL GABLE I NO HIP GIRDER TRU55 I 1 11 LEGEND • ® INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL EXTENT OF OVERFRAMIN6 •--- — -- --INDICATES I/S"A" 5AW GUT CONTROL JOINT INDICATE5 LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. ROOF FRAMING • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 GONNEGTOR5. • ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05B/PLYWOOD 5HEATHIN6 24/6, EXPOSURE 1. FASTEN SHEATHING TO ROOF MEMBERS w/ 2 %"&113" RING SHANK NAILS (R5R5-01 OR EOUIV.) ® 6" O.G. AT PANEL E06E5 4 ® 6" O.G. IN FIELD. FA5TEN 5HEATHIN6 TO GABLE END $ DRA6 TRU55E5 w/ RIN6 SHANK NAILS o 3" O.G. (U.N.O.). 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 SHALL EXTEND GONTINUOU5LY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY 5ET5. FA5TEN EACH TO TRU55 BELOW w/ 51MP50N VTGR GLIP5 ® 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER WTGA 4 TPI'5 BG51 I GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLIN6 4 BRAGIN6 OF METAL PLATE GONNEGTED WOOD TRU55E5." • ROOF TRU55 SHOP DW65. 5HALL BE SUBMITTED TO ARCH d EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • 5UPPORT PORCH 4 SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER FA5TENE0 TO FRAMING w/(2) 3"xO.131" NAILS o 16" O.G. UF'L I FT CONNECTORS BEARING CONDITION TRU55 CONNECTOR LENGTH < 15' 51MP50N H2.5T SINGLE ROOF TRU55 BEARING ON > 15' 51MP50N HIOA WOOD 5TUD WALL/WOOD BEAM ROOF C71PDER TRU55 BEARING ON ALL 51MP50N HT520 WOOD 5TUD WALL/WOOD BEAM 51N6LE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL ROOF 6.T., FLUSH BEAM OR ALL (2) 51MPSON HETA16 FLUSH G.T. BR6. ON GMU WALL ALL BEARING POINT5 OF EAGH ROOF TRU55 5HALL BE CONNECTED WITH CONNECTOR A5 L15TED ABOVE. IT 15 THE RE511ON51BILITY OF THE ENGINEER OF RECORD TO DE51611N THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014 NATIONAL DE516N 5TANDARD5 FOR METAL PLATE GONNEGTED WOOD TRU55 GON5TRUGTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF ASGE-7-I6. ALL UPLIFT CONNEGTOR5 AND LOAD5 PER TH15 DRAWING 5HALL 5UPER5EDE THE TRU55 MANUFAGTURER'5 UPLIFT GONNEGTOR 5PEGIFIGATION5 AND LOADS 5HOWN ON THE SHOP GARD5. REFER TO S—O.O FOR TYPICAL STRUCTURAL NOTES � SCHEDULES seal: \`\ SG. * No 77824 STATE OF ; 4� �1ORIOP iz SS, - - '�b\\\ (fcu' � cap �'y ddg, Inc. aCD z JLU W w z c z W J as � Q Z= F- U A L Ad F— cn �2 w j a Q . JW� y W m 8 N CM = 7 M&K project number: 068-2001 1 project mgr: J S B drawn by: BC issue date: 07-02-21 REVISIONS: date: initial: 1 JUL 0 7 2021 1 T�._I 'Q (� W w Q � 0 o z LL, w W 1_L.� W U LLB 'Q 0 0 LQ �z �C J J RCC� RAY I6 PLAN sheet: SCALE: 1/4"=1'-0" (22x34 SHEET) SCALE: 1/6'*'-0" (Ilxl1 SHEET) Sm 1.3 FILLED GELL5 (SEE PLAN) 4" GARAGE " TOP YIEW @ CORNER GONG. OR PAVER GARAGE WALL DRIVEWAY BEYOND L —(SE PLAN) AB I6"x8" THICKEN EDGE W/ (2) #5 GONT. THICKENED EDGE @ GARAGE DOOR DETAIL 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT GELL SOLI -A zc�c L O . GRADE 1z! , 11Illi- v 8" WIDE GONT. GONG. GURB w (5ARA6E SLAB (SEE PLAN) > F • r7ill 1 �1°�- 1=lii {I) #5 DOWEL W/ 6" HOOK AT —III=1 ALL VERT. WALL REINF. i i 1_1 III I I (SEE PLANS FOR LOCATION) GLEAN GOMPAGTED --� FILL o q5� " WI TH MONOLITHIG FOUNDATION STANDARD DENSITYI W/ (2) #5 GONT. ON GHAIR5 -52 TORY: 1'-4" WIDE W (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 &LARAGE CURBDETAIL : NTS 8" GMU BLOGK---, BEYOND EXTERIOR DOOR— MTL. THRESHOLD SET IN SEALANT PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLANS) ----\ d J v m GLEAN GOMPAGTED-/ FILL o q5% STANDARD DENSITY AND TERMITE TREATED 2- TORY: 1'-4" WIDE w/ (2) #5 BAR5 1-5TORY: 1'4' WIDE W/ (2) #5 BAR5 EXTERIOR OUTBWING $ SOP POURED BILLS DETAIL R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR 5TRIP5 -PER BUILDER HOUSE SLAB (SEE PLAN) d - :R MANUF. _III-1 I I I=1 I II 1 •'—�- III —III— I I_ I I,_ III=III=ITI=_III. I I —I I I —I I I=1 11 ° lII—III—III- �' d 1111111111111= m � =1 I I=III�1 I I-1 MONOLITHIG :III =11-1 I' FOUNDATION W/ (2) #5 HIQTH GONT. ON GHAIR5 8" GMU (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W FOUNDATION DOWEL MIN. 50" GROUT GELL 50LID R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) 1=1 I I 111=T� 1) #5 DOWEL W/ 6" HOOK AT --- _—III=I_T ALL VERT. WALL REINF. (SEE PLANS FOR LOCATION) GLEAN GOMPAGTED FILL o q5% HI TH MONOLITHIG FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 ��2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 STORY: 1'-0" WIDE W/ (2) #5 BAR5 FOOTING SECTION W/ BLOCK DETAIL SGAL.L: NTS 8 GMU BLOGK— BEYOND EXTERIOR DOOR MTL. THRESHOLD SET IN SEALANT PAVERS (SEE PLANS) GLEAN GOMPAGTED-'FILL A q5% STANDARD DENSITY AND TERMITE TREATED R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOUSE SLAB (SEE PLAN) • I � I —III —III_ • I C I —I � I —III —I e III —I � i—III—I I I- -LI l III--111 ° i 11-1 I I —I I I- ` d T�� =III_111111- 1 MONOLITHIG FOUNDATION H/ (2) #5 HUTH GONT, ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 1-5TORY: 1'4' WIDE W/ (2) #5 BARS ENTRY DOOR DETAIL 6 SGAL2: NT.3 8"x8" THICKENED SLAB W/ (1) #5 GON:. THICKENED EDGE DETAIL 3 WAL M NTS 8" GMU BLOGK (1) #5 VERT. FROM FT6. T BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID PORGH/PATIO/LANAI 5LA13 OR PAVERS (SEE PLAN) 1=1 OL EXP JOINT -4 v 1NA1 SLAB R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE 5LAB(SEE PLAN) = 1) #5 DOWEL H/ 6" HOOK AT III TI I- ALL VERT. WALL REINF. 1 I III=1 IEEIII=) I III= (5EE PLANS FOR LOCATION) GLEAN GOMPAGTED _I �� i IIIII I I l I1iII II I I , .I 1 FILL o q5% MONOLITHIC FOUNDATION STANDARD DEN51T'Y WI TH W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL WALE: RM Y2" GYP. BD. EA. 51DE OF 2x4'5 ® 16" O.G. Y2" J-BOLT5 6" FROM EA. END OF WALL AND 5PAGE o 32" O.G. 2" (6" MIN. EMBED) LU —�, STUD PLATE TIES PER y PT BOT. PLAN o STUD TOP d PLT. WT. G °'• ♦ ♦ d •. ! ° _ • ° ♦. . ♦ a. d (2) #55 GONT. W/ 3" MIN. GLEAR UPLIFT GONNEGTOR5 5UGH AS STUD PLATE TIES, HURRICANE GLIP5, AND ANGHOR BOLT5 ARE NOT REQUIRED ON WALLS NOT %BJEGT TO A GALGULATED NET UPLIFT FORGE. WALL HHIGH REQUIRE 5UGH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. GARAGE STEP DOWN DETA I L WALE: NTS 8" GMU (1) #5 VERT. FROM FT6. TO — BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT GELL 50LID L co O RAVE ' III=III=III=III- Z ' I� O GLEAN GOMPAGTED FILL o q5% STANDARD DENSITY R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) d .. ♦' a ♦ 'III —I � I—i � l .° 44 OiAHASE DETAIL LC: Krs a _ = PVG GHA5E SLEEVE TO BE a 111—I I I .I TWICE THE DIAMETER OF =I I ICI IIII I II PROTECTED PIPE II TH MONOLITHIG FOUNDATION W/ (2) #5 GONT. ON GHAIR5 -STORY: 1'-4" WIDE w/ (2) #5 BARS I-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 seal:\N`G. 5Nstir�i�� No T7824 # .0" " STATE OF ; w 0"��+ •�C OR��P °gym?�� © copyright : MULH KULP Structural Engineering, Inc. oZ JUJ w w N Z r� � $^ Z w a J :.: Q °C E F— � o. Wl y a Q > A JP Z v W ,Y 2 Co m W N i0C g o. M&K project number: 068-2001 1 project mgr: J S B drawn by: BC issue date: 07-02-22 `I REVISIONS: date: initial: sheet: JUL 0 WALE: NTS S Dolq 1 FA5TEN ROOF 5HEATHIN6 TO FA5GIA WITH 2 %"x0.113" RING 5HANK NAIL5 ® 6" O.G. w 2x6 FA5GIA -5EE ARCH 8" GMU BOND BEAM W/ (1) #5 GONT. 8" REINF. GMU WALL - -5EE PLAN FOR VERT. 8 HORZ. REINF. 5PEG5 ROOF TRU5 -5EE PLAN (2)3 Y2"x0.131" 8" GMU BOND BEAM wi (1) #5 BARS GONT. 8" REINF. GMU WALL - -5EE PLAN FOR VERT. 4 HORZ, REINF. 5PEG5 I SECTION SCALE: S/4"=1'-O" PROVIDE 50LID SHIM BETW'N TRU55 4 CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 6REATER THAN I Y2' FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. 5HANK 5EE UPLIFT CONNECTOR 5GHEDULE ON PLAN5 FOR GONNEGTOR 5PEGIFIGATION5 PROVIDE MOISTURE BARRIER PLATE (PER TRU55 MANUF) EACH TRU55. VERT WALL REINF. TO EXTEND INTO BOND BEAM HIP G.T. 2x4 FLAT BLOGKIN6 ® 16" o.c. FASTENED TO BOND BM. w/Y4" DIA. x 3V4" TAPGON ROOF TRU55E5 -5EE PLAN - (2)3 Y2"xO.131" 2x4 ® 16"o.c. FA5TENED . TO GABLE END TRU55 w/ (20'xO.131" TOENAIL5. &ABLE END VERTICAL WEB REINFORGIN6 A5 REQURIED BY TRU55 MANUF. 2x8 P.T. PLATE FA5TENED- TO BOND BM. W/Y2' DIA. ANCHOR BOLT5 ® 32" O.G. WITH T (MIN) EMBEDMENT. EXTERIOR 5HEATHIN6 E06E NAILING - 2Y"XO.131" NAIL5 ® FASTEN BOTTOM CHORD OF TRU55 TO P.T. SILL PLATE h Y4" DIA. x3'2" LONG 505 / 5GREW5 0 16" 0.6. -� PROVIDE M015TURE BARRIER PLATE BELOW WOOD MEMBERS ON GMU (PER TRU55 MANUF.) 8 GMU BOND BEAM Pq/-j (1) #5 BAR COW. 8" REINF. GMU WALL -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 FA5TEN 5HEATHIN6 TO 2x4- BLOGKIN6 w/ 2 %"0.113" RIN6 5HANK NAIL5 ® 4"O.G. 2-0" MIN ROOF 5HT6 SHALL BE GONT. 24" MIN ONTO. ROOF 2x4 BRACE w/2x4 T-BRACE, 5PAGED ® 4'-0" O.G. MAX. FASTEN 2x4 TO 'T' w/ 3 Y4"x0.131" NAIL5 ® 12" O.G. (NOT REM? AT TRU55 HEI6HT5 4'-1" OR SHORTER) VERT WALL REINF. TO EXTEND INTO BOND BEAM SECTION C A GYCAI on�c 5HT6. TO HIP .113" RING P 6" O.G. VALLEY 5ET OVERFRAMING - UPLIFT CONNECTOR -5EE PLAN - HIP JACK TRU55E5 FA5TEN EACH OVERFR TRU55 TO TRU55 BELOI FA5TEN BOTTOM CHORD OF 6ATH (1) 51MP50N VTGR TO TOP OF WALL w/ 51MP50N ® 24" O.G. 8" GMU BOND BEAM w/H6AMIOKTA CLIP ® 48"O.G. VERT WALL REINF. TO (I) #5 BARS GONT. (CONNECTOR INGL'D IN PACKAGE) EXTEND INTO BOND BEAM 8" REINF. GMU WALL VERT WALL REINF. TO -5EE PLAN FOR VERT. EXTEND INTO BOND BEAM SECTION s HORZ. REINF. 5PEG5 &vL1E TIONS/4"=1'-0" BOND -BEAM _,___-GONTIN. PREGA5T HEADER 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE CAST-GRETE WINDOW SILL, WINDOW 51LL, OR EQUIV. OR EQUIV. DOUBLE WINDOW MASONRY PIER DETA I L L SCALe: NT5 TRIrLE YVINDOW SIM. BY WINDOW/DOOR MANUFACTURER NOTES: 2x4 BLOGKIN6 w/ (3)3 )a"x0.131" TOENAILS EACH END (4) 3 Y4"x0.131" NAIL5 PROVIDE 2x4 BLOCKING ® 4E O.G. IN F I R5T (3) BAY5 OF ROOF TRU55E5-GUT TO FIT TIGHT BETWEEN TRU55 BOTTOt GHORD5 AND NOTCH AROUND SILL PLATE FASTEN DRYWALL TO BLOCKING w/ 5GREW5 /NAIL5 @ 6" O.G. TYP I GAL OVERPRAM I NG CONNECTION DETAIL SCALE: N.T.S. PROVIDE 5OLI1? SHIM BETW'N TRU55 d CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FA5TEN ROOF 5HEATHIN6 TO FA5GIA WITH 2 %"0.113" RIN6 5HANK NAIL5 ® 6" O.G. 5EE UPLIFT CONNECTOR 5GHEDULE ON PLANS FOR CONNECTOR 5PEGIFIGATION5 2x6 FASCIA / -5EE ARCH REINF. MA50NRY LINTEL/ BEAM - - 5EE PLAN FOR 5PEGIFIGATION5. CONNECT EACH END OF MA50NRY LINTEL TO TOP OF PIER/ WALL W (1) #5 BENT DOWEL w/ 24" LE65 SECTION PROVIDE SOLID SHIM BETW'N TRU55 4 CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN 1 Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. 2x FA5GIA -5EE ARCH FA5TEN EXTERIOR 5HEATHIN6 TO BLOGKIN6 IN EA. TRU55 BAY w/ 2 NAIL5 ® 6" O.G. FA5TEN EA. 2x4 BLOGKIN6 IN EA. TRU55 BAY TO BOND BM. WW HILTI DNI12P8 PAF15 FA5TEN EXTERIOR 5HEATHIN6 TO 2x BLOGKIN6 W 2 Y2"x0.131" NAILE ® 3"O.G. 8" GMU BOND BEAM w/ (1) #5 BARS GONT. 8" REINF. GMU WALL - -5EE PLAN FOR VERT. d HORZ. REINF. 5PEG5 SECTION 4 SCALE: 9/4"=I'-0' TRUSSES PLAN T CONNECTOR 5GHEDULE WALL REINF. (TEND INTO BEAM (1) #5 IN BOND BEAM --r------- ------ --- w I y ALL LAP5 IN MA50NRY 25" I ---------------- PREGA5T LINTEL, 5EE PLAN RUNNING BAR I FOR 5PEGIFIGATION w VERTICAL REINFORCEMENT PER OL PLAN MAIN ROOF SHEATHING (1) #5 VERTICAL IN GROUT FILLED CELL 4x6 P.T. PROVIDE (I) (IF REQ'D PER PLAN) POST 51MP50N L5TAI8 STRAP ON EACH EXTERIOR FACE OF PO T,q11 IN Z#5 BENT CORNER BAR END LENGTH DROPPED MAIN ROOF TRU555 GROUTED CELL BEAM5 PER PLAN I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW/DOOR, FA5TEN BUCK TO MA50NRY W/ (1) ROW OF Wb"x4" TAPGON5 6" FROM END5 AND 16" O.G. MAX. TAPGON5 TO BE I YY MIN. FROM EDGE OF BUCK. 2. BUGK5 LE55 THAN 2X TO BE FASTENED W/ GUT NAIL5 OR EQUIVALENT. 5TRUGTURAL CONNECTION OF WINDOW/DOOR TO 5TRUGTURE BY OTHER5 IN THI5 GA5E. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X BUCKED OPENIN6, U5E (3) ROW5 OF 3"xO.131" NAIL5 5TA66ERED ® 12" O.G. EA. 5000E551VE BUCK. 4. MIXING OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROWS OF 2 Y2'xO.131" NAIL5 ® 16" O.G. FASTEN WINDOW/DOOR TO 2X PER WINDOW/DOOR MANUFAGTURER'5 5PEG5. Al NDONDOOR BUCK DETAIL SCALE: NM TYP. CORNER PERT. WALL REINPORGIN 7 DETAIL SCALE: NTS 2x6x12"OR CL OF OPENIN6 2XSXI2FP.T. I CENTER BUCK�f�I NOTE: ALL HOOK5 AND SPLICES TO BE GON5TRUGTED AND 51ZED PER NOTE5 PERT. REINFORCING DETAIL SCALE: NTS NOTE5: I. UTILIZE 2-PART EPDXY OR OTHER EN61NEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). 5EE TYP. FOUNDATION 2. PROVIDE 3/4" DIA. HOLE FOR DETAILS FOR ADDITIONAL DOWEL, BLOW OR BRUSH GLEAN. INFORMATION NOT SHOWN 3. FOLLOW MANUF. INSTALLATION HERE IN5TRUGTION5. FUTURE 8" GMU BLOCK #5 VERT. BAR TO BE DIA. ANCHOR DRILL 6" INTO EX15T'6 I I g LOCATED PER PLAN IN 6ROUTED CELL SLAB, EPDXY 4 DRIVE I I - #5 DOWEL, PROVIDE MIN. 2X4 P.T. TOP BUCK2 50" LAP 5PLIGE QN 2X6 OR 2X8 P.T. BUCK I I I EACH 510E OF OPENING _ -VERIFY CONN. REQ'MT W DOOR MANUFACTURER o� PROVIDE (5) 3/W DIA. J-BOLT W/ 5Y2" - EMBEDMENT AT EACH DOOR BRACKET, _ EACH 510E OF DOOR. PROVIDE IY2"x�b" THICK WA5HER W/ EACH ANCHOR (15T BOLT TO BE 8" MAX ABV. CURB REST EQUALLY 5PAGED APPROXIMATELY 24" 0.0 - 5TART BOLT5 AFTER GARAGE CURB (8" MAX) GARAGE DOOR BUCK DETAIL K SCALE: NTS 1 b III=1I1=1II- _ - I-�A4 A'1=1 11=1 I -I 1= -I I -III I -I I -I I -I 1- -I 15I 11 1-I � I I-1 I -I I I Q I -I I -I 1- �- MISSED DOWEL RETROFIT DETAIL SCALE: WM SIM. • am) STEM FM nR01M'ED 6RADE REAR WOOD LANAI TYP. BEAM TO 120ST CONN. SCALE: 9/4"=1'-0" RETROFIT DETAIL SCALE: 3/4"■ I'-O" 5EE DETAIL I ON 5TRUGTURAL PLAN5 FOR ADDITIONAL CONNECTION INFO NOT 5HOWN HERE FASTEN EA. ROOF TRU55 TO GMU W 51MP50N M5TM16 TW15T 5TRAP. FA5TEN 5TRAP TO GMU W (4) Y4" DIA. x 2 Y4" LONG TITEN 5GREW5 PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EACH TRU55. PROVIDE 2x FLAT BLOGKIN& FIT TIGHT TO ROOF TRU55E5 ® EVERY OTHER BAY FA5TENED TO GMU W (3)Y4" DIA. x 3Y2" LONG TAPGON5. FASTEN BLOGKIN& TO ROOF TRU55E5 W (2) 3 Y4"xO.131" NAIL5 ® EA. END. LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN THIS HOME � SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REOU I RED ALL APPL I GABLE AREAS. THESE WHERE 5PEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLAN5. ("GUT") ON THE PLANS. seal; G. rp4 No 77824 p ; STATE OF -� O '.� � Q copyright : MUdYO�k Structural Engineering, Inc. o Z_ J� W c� Z W a- Q .o2 W � W� W �M =� m � a J z . 0 � W v .� y W cc m N a M&K project number: 068-2001 1 project mgr: ,J S B drawn by: BC issue date: 07-02-21 REVISIONS: date: initial: sheet: J W o a J d Uj U N U) LO �e � Z '�l� J J SDW2 I r k k