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HomeMy WebLinkAbout6789 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 q CENTER LINE OPT OPTIONAL CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND "PCIARD 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 FING 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 INSUL. INSULATION WC WATER CLOSET INT. INTERIOR WD WOOD WWM WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB M T VT IM �n1�1� Com.panjes 90 Matawan Road Matawan, NJ 07747 (732) 383-2200 ASHMERE ASPIRE ELEVATION "A" 6789 SHELBY LYNN WAY ZEPHYRHILLS, FL LOT 021 TERMITE TREATMENT TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." RELEASE HISTORY AREA CALIC,0 ELEVATION 1 ST FLOOR A/C ENTRY GARAGE LANAI "All 1,464 SF 33 SF 385 SF 120 SF TOTAL UR I2,002 SF BUILDING DATA THESE PLANS HAVE BEEN PREPARED TO MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 7th Edition (2020) RESIDENTIAL w/ APPLICABLE SUPPLEMENTS OCCUPANCY: R3 BUILDING TYPE: VB SPRINKLED: NO DRAWING INDEX CS1 CS2 A1.1 A2.1 A2.2 A3.1 A5.1 A5.2 WP1 E1.1 P1.1 S-0.0 F-1.0 F-2.0 S-1.3 SD-1 SD-2 PBSB-1 COVERSHEET & BUILDING DATA GENERAL NOTES FIRST FLOOR PLAN FRONT & REAR ELEVATIONS SIDE ELEVATIONS ROOF PLAN BUILDING SECTIONS TYPICAL WALL SECTIONS WATERPROOFING DETAILS FIRST FLOOR ELECTRICAL PLAN ALL SLAB PENETRATION PLAN SHALL C :f r ? K"!7" STRUCTURAL NOTES f'4A i' � Ft '�� ° "" SLAB PLAN N� I-i BLOCK PLAN ORDINANCES ROOF FRAMING PLAN FOUNDATION DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS REVIEW DATE_�,� (�!TY OF ZEPHYR Fill PLAN EXAMINER � C A 0 Z ONE" A � U O� �w w x _ w U) w ww w O u O_ E U) W 0 z Z O G A w- L%. L a a��`'y�.�. •moo:• � �t ��, •, �� ,� ;+ � No 77824 e 4 %` STATE OF ,+ •s ra`a ' :cC OR1UP •� i�NAL COM ' LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 5/10/21 SHEET cs O z T Q z Q z z g 7) Sri z Q x 7) z 5 i Jn _ z :n _ r r 3- 0 _ i _ z r i J A L r J n n L r L L .o D L D 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. R903.2.1 LOCATIONS NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED 2THE 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 WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES (35 MM) IN THICKNESS, SOLID OR 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 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, SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN PROVIDED IN TABLE R903.2.1 OR IN DOORS. COMPLIANCE WITH RAS 111. SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE R311.7.8.3 GRIP -SIZE 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 LINE, FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SWIMMING POOL OR FROM LESS THAN 11/4 INCHES (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF NOT LESS THAN 4 INCHES (102 MM) AND NOT R905.1.1.1 UNDERLAYMENT FOR ASPHALT, METAL, MINERAL SURFACED, SLATE AND SLATE -TYPE ROOF TABLE R302.6 DWELLING -GARAGE SEPARATION 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 INCHES (57 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 MM). COVERINGS 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 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 4. TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT SHALL BE 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 INSTALLED AS FOLLOWS: APPLY A 19-INCH (483 MM) STRIP OF UNDERLAYMENT FELT PARALLEL TO AND 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 STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING AT THE EAVE, APPLY 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 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 II SHALL BE PERMITTED TO BE USED. R309.1 FLOOR SURFACE SYNTHETIC UNDERLAYMENT SHALL HAVE A MINIMUM TEAR STRENGTH OF 15 LBF IN ACCORDANCE WITH ASTM FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX: GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL. R312.1.1 WHERE REQUIRED 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 R302.9 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 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 SUCCESSIVE SHEETS HALF THE WIDTH OF A FULL SHEET PLUS THE WIDTH OF THE MANUFACTURER'S EGRESS: R312.1.2 HEIGHT SINGLE -PLY OVERLAP. END LAPS SHALL BE 6 INCHES AND SHALL BE OFFSET BY 6 FEET. SYNTHETIC R302.10 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR INSULATION REQUIRED GUARDS AT OPEN -SIDED WALKING SURFACES, INCLUDING STAIRS, PORCHES, BALCONIES OR 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 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. 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. 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 UNDERLAYMENT SHALL BE ATTACHED USING ANNULAR RING OR DEFORMED SHANK NAILS WITH METAL OR CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES. EXCEPTIONS: PLASTIC CAPS WITH A NOMINAL CAP DIAMETER OF NOT LESS THAN 1 INCH. METAL CAPS ARE REQUIRED 1. GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 34 INCHES (864 MM) 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) I 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 R905.3 CLAY AND CONCRETE TILE 1.1.VERTICALLY AT THE CEILING AND FLOOR LEVELS. WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. WINDOW OPENING CONTROL DEVICES EXCEPTIONS: THE INSTALLATION OF CLAY AND CONCRETE TILE SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S 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 INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND 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. 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 WINDOW SILLS 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 SL'OTION 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 Ml502.4.5.1 SPECIFIED LENGTH MATERIALS. STAIRWAYS: CARPORTS. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET (10 668 MM) FROM THE CONNECTION TO THE 3. DRIVEWAYS, WALKS, PATIOS AND OTHER FLATWORK NOT LIKELY TO BE ENCLOSED AND HEATED AT TRANSITION DUCT FR M 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: M15o2.4.5.2 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 INSPECTION. IN THE ABSENCE OF FITTING EQUIVALENT LENGTH CALCULATIONS FROM THE CLOTHES DRYER 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 TABLE M1502.4.5.1 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.MANUFACTURER, 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. FIBER -REINFORCED GYPSUM PANELS (ASTM C1278) R302.12 DRAFTSTOPPING R311.7.5 STAIR TREADS AND RISERS 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 I 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 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 R311.7.5.1 RISERS INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR 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 MANUFACTURER FOR EACH WINDOW. 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). R703.4 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 METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE ARCHITECT, THE ARCHITECT SHALL NOT BE HELD 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 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. 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 UNLESS R311.7.5.2 TREADS SELF -ADHERED 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 THE TREAD DEPTH SHALL BE NOT LESS THAN 10 INCHES (254 MM). THE TREAD DEPTH SHALL BE 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. MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER THE SAME FAILS TO COMPLY WITH THIS CODE. ANY PORTIONS THAT DO NOT COMPLY SHALL BE CORRECTED ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. THE GREATEST TREAD JOINT EXPANSION AND CONTRACTION, ASTM 01281, AAMA 812, OR OTHER APPROVED STANDARD AS 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: FFOUNDATION 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 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. BE PROVIDED ON STAIRWAYS. THE GREATEST NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST NOSING PROJECTION BY MORE THAN 3/8 INCH (9.5 MM) WITHIN A STAIRWAY. 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) LAYERS OF WATER RESISTANT BARRIERS IN ACCORDANCE WITH FLORIDA BUILDING CODE 7TH EDITION (2020) 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 RESIDENTIAL, R703 AND ASTM C926. TEXTURE PER COMMUNITY 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 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 DRAINAGE. OPENINGS 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. IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER 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 ( ) PR PROFESSIONAL. PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR 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. REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (762 mm) DEEP AND 30 INCHES (762 mm) WIDE EXCEPTIONS: 1.4. IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 1. DECORATIVE GLAZING. EXCEPTIONS: FMA/AAMA/WDMA 400. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING 2. WHERE THERE IS AN 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 TREAD. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. #26 GAUGE (0.48 mm) SHEET STEEL OR OTHER AND THE GLAZING. STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 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. 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 7 ) ' (6 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. I 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 AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF 6. AT WALL AND ROOF INTERSECTIONS. STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. cz N Q o 0 E- Q 0 0 l� V O w p O Z Tj w 9 w La w X Z 3:w O_ U U) W 0 to Od w � o O as No 77824 STATE OF ;� 4- COMMUNITY., LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 5/10/21 SHEET CS2 z w Tr Q U) C7 z 0 06 U) z g W cn w F- v O z 0 06 co z g CL w U) w 0 n A5.1 Is 1 M T_ O O c'0 m m Lo N i 0 w CL op a ow �m I- m I I 35 SH GREAT ROOM 8'-8" CLG. M N 3tTUB PER C MMUNIT S ECS. _ HALL BATH -1 11, 8'-8" CLG I j > -1N LLi 0 I J C\I R&S 2-3211 CL i • ` -m 35'-011 12'-011 11'-011 ' STUCCO WRAPPED 70, ------------- BEAM @ T-8" 1 STUCCO WRAPPED 4X6 POSTS w LANAI YA-5.1 < 8'-8" CLG, O I MOISTURE RESISTANT U w DRYWALL CLG. m cn 8'-8" 13'-4" 16-10" co N 15'-112" DINING AREA 8'-8" CLG. ADD tk" OSB TO MECH. CL. CEILING FOR FIRE DRAFT STOP TEMP 4'-41" ►� 2 �cy) �6 C.L. R&S AHU ON STAND -1 30" AFF R.A.G. LOCATION 12 - r d- HALL �8'-8" CLG r p� XFER. GRILL lb/��� ;- 31-92" m 6'-12" 15'-011 5'-4" *35 SH 54"X63" EGRESS XFER GRILL 13'-52" OWNER'S SUITE 8'-8" CLG. _ N CV r PTRY aCL 5'-1" 8'-8" CL c cc CD = °O 0 IN —♦�yIN.� Z cc '- 7'-101211 I I 111[o 91-52 ___ Q OWNER' l ° g BATH - m - 00— Z 1 _� 8' 8" CLG a� �� z. _ 4'-3211 3:I 4 1 Cfl I 2'-0" N L �g SIN O Ito 0I t o � cAj O KITCHEN I �: BRK '-8" CLG. i 'Ic\I 0 OS WIC 8'-8" CLG, rT l I `', 3'-52" 1 3 -10121111 I r r I I" �oa r �I --- I m ch REF. ___ 14 I R&S HI/LO m WATE _ LINE.. XFER R&S r -R. GRILL ---- -- ------ 31-6111 2 N CL 3'-71" 2 m �cP � 1 � CL �' 3'-112" �'61-611 BEDROOM 3 3'-211 - ------ 8� R&S 8 -8 CLG. BRK CV _ _ rIN FOYER rIN F 7wII WASHER BOX o 1 11 8-8 CLG. M P DRYER VENTCc w LNDY� __�11 w 1 111 6 -12 8'-8" CLG. •. 1 111 10 -72 U) 7'-011 11 N 0o�, co +-IN 2868 11_ C W/ LINE OF 2" N N/H r 00 SELF CLOSER CONC. CURB 00 ENTRY 1/2" WALL 2_p" Cp 8'-8" CLG. 1 BEDROOM 2 BOARD ON 22" X 54" GARAGE SIDE ATTIC ACCESS 8'-8" CLG. $" 8" PROVIDE L 101-011 ol - " 4'-011 INSULATION 17'-411 AS REQ'D FLAT SOFFIT AT T-4" *25 SH 37"X63" EGRESS =M 2 CAR o GARAGE N 8'-8" CLG. 1/2" CEILING BOARD ABOVE -- —\--------------------------- -- ---- - I ix� I 41-011 7'-411 '-411 1 61-p11 14 1 ol 11'-4" 5'-011 18'-8" 35'-0" 1 FIRST FLOOR PLAN A-5.1 1 SCALE: 1/4"=V-0" 11 El 0 I CV N I LEGEND SYMBOLS A BUILDING/WALL SECTION SHI MARKER OINTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE dP ELEVATION STEP BRKX FLOORING BREAK WALL TYPES 2x WOOD/STEEL FRAMED PARTITION INTERIOR PARTITION w/ INSULATION CMU WALL CMU WALL w/ FURRING & INSULATION ® NOTE: INTERIOR WALLS ARE DRAWN TO ROUGH DIMENSIONS SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL SOLID SURFACE BRACKET SPACED �16" O.C. FOR COUNTERTOP VERHANGS GREATER THAN 101, TOP PLATE V-2" MAX 2x4 STUD WALL SEE PLANS FOR WALL LAYOUT 1/2" GYP. tBASE CABINET AS ; BD. PER SHOP DWG Fq WD.BASE MOLDING FINISH FLOOR FINSH FLOIORI r-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 GINTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. NOTE: TYP. WINDOW HEAD HGT. AT 74" U.N.O. CZ cC ¢ o O < gH 2 0 0 0 U 0 Z O p w LL. w ]�-w cn w O_ R U U) W 0 cn Od � �o Z ` ' No 77824 TATE OF AL1 E�\ 11111 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 5/10/21 SHEET A I • Z Q m 0 co m z Q J w m w z m I- C7 E: w 0- 0 Ir CL m w O 0 z Q F_ p cr W w cc IL x w W w i O z Q Z Q Z O m \2 --------- 4" WIDE STUCCO d- +1 i BAND 2411 �� 4 , GARAGE HEAD TRIM DETAIL SCALE: 3/4"=1'-0" WINDOW HEAD 4" WIDE STUCCO BAND I� +1 d- 211 4,� 2„ 4" kill i i +1 4" WIDE \ ----'� STUCCO BAND WINDOW SILL WINDOW HEAD & SILL DETAILS SCALE: 3/4"=1'-0" SIM. AT FRONT ENTRY REAR ELEVATION SCALE: 1 /8"=l'-0" BLDG. HEIGHT 6" FASCIA, TYP. c it T.O. MASONRY co T.O. WINDOW 1'-0" a0 b 4" WIDE STUCCO BAND (+1) FIN. FLOOR FRONT ELEVATION SCALE:1/4"=1'-0" ROOF SHINGLES PER COMMUNITY SPECS. 5:12 12 � 12 5 5 ROOF SHINGLES PER 0 COMMUNITY SPECS. 3068 16070 GARAGE 6" FASCIA, TYP. cz O N O H O � 0 O a ULL. o O O jA O � O w w Oct w x > w U' W-j w 0 rL Ucl�. wl CIN CL 04 U * ; No 77824 'LTIE OF 1t4�� sm`V :c�OR10P'�� 16NAL- COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 5/10/21 SHEET A2* ......................... J. A z Q 7) 0 z x 7) z g A 7) A z x :n z J i :n A _ z _n _ r r i C r i r D z 2 T.O.. MASONRY co ao 00 12 5 ROOF SHINGLES PER 12 COMMUNITY SPECS. 5:12 _ 0 12 12 5:12 5 5� Q LEFT ELEVATION SCALE; 1 /8"=1'-0" 12 5FF � --,- 5:12 0 12 5 ROOF SHINGLES PER COMMUNITY SPECS. 12 5:12 5 0 1'-0" _--_--_- _ _FIN_FLR_ 1 ,-011 T.O. MASONRY 9 n O N n O � a a O 0 0 U O pro" O O w w mj M w w w U) m< �y cn O_ cl% U) w CIN U) z 08 On ❑ o.: a f4o 77824 i , i STATE OF I COM LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 5/10/21 SHEET A2*2 ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 2002 SQ. FT. 961 SQ. IN. UPPER VENT 40% NET VENT MIN. 384 SQ. IN. UPPER VENT 50% NET VENT MAX. 480 SQ. IN. UPPER VENTS REQUIRED 48" TAMCO OFF -RIDGE VENT (138 SI NET FREE) 3 VENTS NET FREE AREA UPPER ROOF VENTING 414 SQ. IN. NET FREE AREA SOFFIT VENTING 547 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SQ. IN. / LF. 83 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:1/8"=1'-0" � QQ cz a" M O n O ~ Z H U Oi O w a w w LLM O x O 0 U U) w 0 04 o i Z 44a: a' No 77824r 's *10" % STATE OF ajo AL commmim. LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 5/10/21 SHEET i A3* c r- Z W U) Z O U Z w I onnr CUlklrI CC MCo rnnARAI IAIITV T.O. MASONRY T_O_ WINDOW — FIN _FLR_----_--_ BUILDING SECTION SCALE: 1 /4"=1'-0" ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) , BUILDING SECTION SCALE: 1 /4"=1'-0" FTOM OF LINTEL "-4" A.F.F. T.O. MASONRY T.O. WINDOW FIN. FLR. O N Q � Q g� H O O O U � O O � w 0 w Z w A �y U m Ora U) C2 W C-i U) O8 � G 0 a No 77824 a � � �. TATE OF % e. p 111*NAL COM ; LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 5/10/21 SHEET AS* ROOF SHINGLES OVER ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER WITH ASTM D226 TYPE II INSTALLED PER 1E R905.1.1.1 (SEE SHEET CS2) 12 ZZ R905.1.1.1 (SEE SHEET CS2) SEE ROOF PRE-ENGINEERED ROOF SEE 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 STRUCTURAL. STRUCTURAL. L)uuu AK TOP OF C.M.U. OIL TOP OF C.M.U. (REFER TO ELEV.) (REFER TO ELEV.) INSULATION PER COMMUNITY SPEC. 2x6 ALUM WRAPPED FASCIA 2x6 ALUM WRAPPED FASCIA SEE ENERGY CALCS. EE BD. w/ALUM DRIP EDGE f EE BD. WALUM DRIP EDGE EL V. 1/2" (MIN.) CLG. BD. 1/2" (MIN.) ---- SOFFIT INSTALLED PER CLG. BD. SOFFIT INSTALLED PER ix PT DRAPE BLKG MANUF. SPECS e' TYPE'X' GYP. BD. MANUF. SPECS ABOVE WINDOWS 1/2" 2X PT BLOCKING TO BE PROVIDED 2X PT BLOCKING G.W.B. WHEN LIVING SPACE SEE STRUCTURAL IS ABOVE GARAGE) SEE STRUCTURAL WINDOW PER PLAN PLAN PLAN GYP.BD. 8" CMU BLOCK WINDOW SILL W/ CEMENTITIOUS FINISH (BEYOND) 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 EXPANSION JOINT FROM HOUSE GARAGE SLAB, BASE BOARD 4" SPECS AY PER COMMUNITY SEE STRUCTURAL OL 0'-0" PLANS 0'-0" FIN. FL. SLOPE SLOPE FIN. FL. FOUNDATION =I `—FOUNDATION PER STRUCTURAL DRAWINGS ci PER STRUCTURAL DRAWINGS TYP. 1-STORY WALL @ WINDOW SCALE: 1/2" = V-0" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS PROVIDE 2X4 GYPSUM FRAMED BOARD Z ENCLOSURE FOR ELECTRICAL PANEL, FINISH W/ GARAGE a " GYPSUM BOARD 1 ELECTRIC METER m LOCATION - SEE PLANS. VERIFY INSTALLATION IN j: N FIELD / ELECTRICAL M STUCCO PANEL j FINISH j EXTERIOR co 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 CONCRETE fV CURB REFER TO PLANS GYPSUM BOARD WALL SECTION @ GARAGE DOOR SCALE: 1/2" = V-0" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS I I I i I I z I I g i I T.O. M j" GYPSUM BOARD w 71— CL I I L-----J -----4 OR CAL I I i I I I I I I I N I I I I Zh I CAL I I I I I I I CV I I , zo R OCK ---- „ 1, „ „ TE FER S E �. NICHE F ELECTRI PANEL & WIRING ELECTRI PANEL cV `o EXTERIO CMU BL WALL CONCRE CURB RE TO PLAN DONCRET SLAB ON GRADE A GARAGE FLOOR ELECTRICAL PANEL NICHE AT CMU BLOCK WALL cn CL NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATIONLLI AV r A5*2 L ELECTRIC METER m LOCATION - SEE PLANS. VERIFY INSTALLATION IN j: N FIELD / ELECTRICAL M STUCCO PANEL j FINISH j EXTERIOR co 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 CONCRETE fV CURB REFER TO PLANS GYPSUM BOARD WALL SECTION @ GARAGE DOOR SCALE: 1/2" = V-0" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS I I I i I I z I I g i I T.O. M j" GYPSUM BOARD w 71— CL I I L-----J -----4 OR CAL I I i I I I I I I I N I I I I Zh I CAL I I I I I I I CV I I , zo R OCK ---- „ 1, „ „ TE FER S E �. NICHE F ELECTRI PANEL & WIRING ELECTRI PANEL cV `o EXTERIO CMU BL WALL CONCRE CURB RE TO PLAN DONCRET SLAB ON GRADE A GARAGE FLOOR ELECTRICAL PANEL NICHE AT CMU BLOCK WALL cn CL NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATIONLLI AV r A5*2 L r\ 01= N � ao H 0 0 0 U O Z O �L �w w � w Z O i I I I I � i � I I I I z 4 I i i I ` CO No 77824 ca's f Ln r "L" FLASHING SCALE: N.T.S. WOOD SHEATHING 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) s" 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. 8" THICK, 3 COAT CEMENT PLASTER 60 MIN. GRADE D PAPER BACKED LATH BARRICADE PLUS WRB (OR APPROVED EQUAL) WRAP LAYERS OF BUILDING 0 WRAP OVER NAILING FLANGE, STOP SHINGLES f- WRB APPROX. 1-1/2" ABOVE z ROOF/WALL SCREED � a � 5X5 WALL FLASHING T KICK -OUT FLASHING (SEE DTL. BELOW) w FASCIA WRAP FELT UNDERLAYMENT SHINGLE ROOFING DRIP EDGE: OVERLAP 3", EXTEND BELOW SHEATHING, MECH. FASTEN 4" O.C. MAX. KICKOUT DETAIL SCALE: N.T.S. STEP 1 FOLD 0 FOLD @ FOLD INWARD @ PT. A STEP 3 ©© FOLD @ 77° FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C STEP 2 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 0 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 7z FOLD PT. C OVER PT. B TILL PT. C TOUCHES BOTTOM FLANGE cc zw w STATE OF 4u 6/0 NAL 6100 N Q Pt O jLo 83 a 0 0 �w U A 0 � l� V c\l Ti„ u O f__w 0O = a w � 1- Z W Z O U z W J u C L u u t 3-BULB I FIRST FLOOR ELECTRICAL PLAN SCALE: 1 /4"=V-0" IRRIGATION 2" PVC CONDUIT TIMER 2-2/0 COPPER • OR COPPER OR 2-4/0 ALUMINUM 15MMP 42 METER 1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT #4 COPPER OR ALUM. BREAKER PVC 1 /2" PVC CONCRETE ENCASED GROUNDED ELECTRODE ELECTRICAL RISER DIAGRAM NOT TO SCALE ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET Fl GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET USB COMBO OUTLET WALL SWITCH s THREE-WAY SWITCH FOUR-WAY SWITCH KEYLESS LIGHT FIXTURE CEILING MOUNTED LED LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ol VAPOR PROOF LIGHT FIXTURE *c LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION go CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) oM COMBINATION SMOKE / CO2 DETECTOR so SMOKE DETECTOR b TELEPHONE (OPTIONAL) Q TELEVISION (OPTIONAL) (p ELECTRIC METER ELECTRIC PANEL iL 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 r N cC n O � Q z :5 CL 0 0 � U � O 0o w cmw O 0 'a p w LL. w 1.0 cn OEM" Z O I I OC U U) i 0 I I I I U Z O� w I I I I c n I z<A<A< I I I I i i COMMUNITY: LINKS AT CALUSA SPRINGS E PLAN # 6100 RELEASED: 5/10121 i SHEET i z w :n z J z 5 z r n L L n L C n C r r u L D r L r u C D t C L 0 0 u Li 0 Li r TN N , SLAB PENETRATION PLAN SCALE: NTS cz O g� la— O O 0 r� V O O im CIO*, u o w z z La w w w � U) w< cn z 0 i I I E U o I I cn o8 I ' �o wz aaaaa I I I I I f COMMUNITY; LINKS AT CAALU AS SPRINGS LC E PLAN # 6100 RELEASED: 5/10/21 i SHEET c I �IIII��®I IPIAIAIJ�A��Alll�fl4RAAAAA�QIAAI�IIA�I MASONRY LINTEL ASSEM5L I E5 5EE 5GHEPULE AND 5PEGIFIGATION5 FOR AWL INFO L4J - MIN. (1) GOUR5EWW i i 4JI+i- MIN. (1) GOUR5E/BOND I I BEAM ABOVE LINTEL I I BEAM ABOVE LINTEL GROUT GROUT BOTTOM REINF. ,, I PREGA5T LINTEL W Q PREGA5T LINTEL w/ -M-'�i` EMBEDDED REIN. ` 1`-�-t EMBEDDED REW MB-1 MB-2 i I++- TOP COURSE, IF TOP COURSE, IF I L4J I m I LQJ i i I REQb PER ARCH. v I I REQb PER ARCH. �. TOP REINF. OR CONT. CONT. BOND BEAM BOND BEAM REIN. z REIN. A5 REQb - GROUT GROUT BOTTOM REINF. BOTTOM REIN. ---a PRECAST LINTEL w/ I A• I PRECAST LINTEL W EMBEDDED REIN. 4-3 EMBEDDED REIN. MB-3 N MB-4 MA5ONRY LINTEL DETA I LB REINFORCEMENT MARK DE516NATION TOP BOTTOM 5HEAR REINFORGEMENT MB-I SFS-OB/OT ----- ----- MB-2 8F8-IB/OT ----- (1) #5 M13-3 SFI6-I13/IT (1) #5 (1) #5 43-4 8RF14-I6 ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T CO., AND LOTT'5 GONGRETE. NOTES: I. ALL LINTELS W SPANS 6REATER THAN 14'-O" SHALL BE PRESTRESSED. 2. SHORE FILLED LINTELS AS REGURIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRESTRESSED LINTEL5. 5. ALL REINFORCEMENT SHALL BE 6RADE 60, fy=60 k51 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM SIZE REQUIRED BY DESIGN. 7. ALL LINTELS ARE TO BE LOGATED DIRECTLY ABOVE THE OPENIN6 BELOW 5HEET L 15T INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.5 ROOF FRAMIN6 PLAN SD -I FOUNDATION DETAILS 5D-2 STRUCTURAL DETAILS PB5B-I STRUCTURAL DETAILS GENERAL 5TRUCTURAL NOTES FOUNDATION • OE516N 15 BASED ON Ith EDITION (2020) FLORIDA BUILDIN6 CODE. • FOOTING DE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARIN6 CAPACITY OF 1,500 P5F. • ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT W/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALLS TO SLAB WITH Y4" DIA. x 23/4" LON6 TAPGON5 ® 32" o.G. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORRO51ON-RE515TANGE COMPATIBILITY OF HARDWARE � FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER $ HARDWARE SUPPLIERS TO GOORD. • CONCRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRES51VE 5TRENGTH5 IN 28 DAYS, U.N.O.: f'G = 2,500 psi:....... FOOTIN65 2,500 psi:....... 5LAB5 ON 6RADE (INTERIOR 4 EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LESS THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FIN15H 6RADE. • FOOTIN65 AND 5LAB5 ON 6RADE SHALL BEAR ON GLEAN, FIRM VIRGIN 501L OR GLEAN FILL COMPACTED TO A q5% PROCTOR VALUE • MINIMUM LAP 5PLIGE5 ON ALL REINFORGEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT DI5GONTIN0005 END OF REINF. • GROUT SHALL BE A5TM G416 F'G=3000 P51 w/ MAX 3/8" A66RE6ATE • CONCRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE 5TRENGTH OF Ig00 P51 (F'M = 1500 P50. ALL MORTAR SHALL BE A5TM G210, TYPE S. GMU OE516N BASED ON AGI 550/530.1 • El REINFORCED GMU GORES (A5 INDIGATED ON PLAN) SHALL BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL ALIGN WITH FOOTIN6 DOWEL BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTIN6 DOWEL. • GROUT SOLID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" GONT. FULL LEN6TH OF WALL w/ (1) #5 BAR GONT. (TYP. @ EXT. PERIMETER) • PROVIDE (1) #5 BAR 6ROUTED 50LID ON EACH SIDE OF ALL MA50NRY OPENIN65 AND AT ALL WALL CORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MASONRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR WALL5. (AS 5HOWN ON PLANS) • ROU6H OPENIN65 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE GORNER5 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 ® 12-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE AS GL05E TO 5QUARE5 A5 P0551BLE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION 5FEC I1 ICATION5 (TYF. U.N.O.) DESCRIPTION OF BLD6. ELEMENT 3"x0.131" NAILS 3"x0.120" NAILS J015T TO SOLE PLATE (5) TOENAILS (5) TOENAILS* SOLE PLATE TO J015T/BLK'6. (5) NAILS 0 4" o.G. (5) NAILS 0 4" o.G. STUD TO SOLE PLATE 2 TOENAILS (3) TOENAIL5* TOP OR SOLE PLATE TO STUD (27 NAILS (3) NAILS RIM TO TOP PLATE TOENAILS ® 8" o.G. TOENAILS ® 6" o.G.* BLK'6. BTWN. JOISTS TO TOP PL. (5) TOENAILS (3) TOENAILS* DOUBLE STUD NAILS ® 24" o.c. NAILS ® 16" o.G. DOUBLE TOP PLATE NAILS @ 24" o.c. NAILS @ 16" o.c. DOUBLE TOP PLATE LAP 5PLIGE q NAIL5 IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP @ CORNERS INTER5EGTIN6 WALL5 (2) NAILS (2) NAILS * 2Y2"xO.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"x0.120", SAME SPAGIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE * ARE SHOWN) THIS MODEL HAS BEEN DE516NED IN AGGORDANGE WITH THE �th EDITION (2020) FLORIDA BUILDIN6 GODS (5EGT1 ON 160q) LITERAL DE516N REQU I REMENT5 FOR THE FOLLOWIN6 WIND SPEED I$ EXP05URE ONLY: 140 MPH - EXP. B WIND IMPORTANGE FAGTOR = 1.0 INTERNAL PRESSURE GOEFF I G ENT = ENGLOSED, +/- 0.15 ANY WIND 5PEED/EXP05URE NOT LISTED HERE REQUIRES FORMAL EVALUATION I$ APPROVAL FROM M+K STRUGTURAL EN61 NEERI N6. EXTERIOR 4 SHEAR WALL SHEATHING SPEC I F I CAT I ON5 INDICATES LOCATION AND EXTENT OF 5HEARWALL WHIGH REQUIRE5 5HEATHIN6 AND/ OR FASTENING 5PEGIFIGATION5 BEYOND THAT OF 5TNDRD CONSTRUCTION SYMBOL SHEAR PANEL SPEG. 15/32" PLYWOOD OR 05B FASTENED W/ PI 2y2"xO.131" NAIL @ 6" o.G. ALON6 PANEL EDGES AND 12" o.G. IN THE PANEL FIELD. 15/52" PLYWOOD OR 05B FASTENED w/ P3 21/2"x0.131 " NAILS ® 3" o.G. ALON6 PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALL5 w/ 15/32" PLYWOOD OR 05B FASTENED w/ 2�2"xO.131" NAILS @ 6" O.G. AT ALL PANEL E06E5 AND @ 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL ED6E5 SHALL OCCUR OVER FRAMIN6 OR 2X BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL EDGE AND FASTENING 2. ALL STRUCTURAL PANEL'S ARE TO BE DIRECTLY APPLIED TO STUD FRAMIN6 @ 16"o.G. i',IAX. U.N.O. ON PLAN. 3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER w/ 36xO.131" NAILS @ 16"o.G. USE (8) %"xO.131" NAILS @ EA. LAP SPLICE. (TYP. U.N.0) 4. LATERAL ANALYSIS ASSUMES ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALL5 ARE GONTINUOU5 SHEATHED ABOVE AND BELOW OPENIN65. 5. SEE ARCHITECTURAL PRANIN55 FOR ADO'L WALL CONSTRUCTION REQUIREMENTS. 6. ALL EXTERIOR HALLS ARE CONSIDERED 5HEARWALL5. 1. WHERE PANELS ARE APPLIED TO BOTH FACES 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 AS THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 EDGE NAILIN6 REQUIRED AND OCCUR 169" MINIMUM FROM THE EN05 OF THE 5HEARWALL. Cl. ALL 5HEATHIN6 PANELS TO MEET U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 WITH 33(b 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 P/M' THICK, APA RATED 5HEATHIN6 b EXPOSURE 1 055 OR PLYWOOD PEf U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-I08 It ACCORDANCE WITH THE UL DE516N5 SPECIFIED. Window � Door A lovable Wind Pre55ure5 40 MPH Wind Zone Ex o5ure B®® OPENING 51ZE INTERIOR ZONES END ZONES 8' Garage Door +18.5 P5F/-20A PSF +18.5 P5F/-20.q P5F 16Garage Door +11.1 P5F/-Iq.1 P5F +11.1 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. +Ig.O P5F/-20.8 P5F +lq.O P5F/-23.q P5F 100 SOFT. +18.0 P5F/-Iq.B P5F +18.0 P5F/-22.0 P5F 500 SOFT. +15.8 P5F/-11.6 P5F +15.8 P5F/-11.6 P5F (DEnd Zone is defined o5 the Smaller of 10% of Ieo5t horiz. dim. or 40% of mean roof height. ®Pressures have been derived from 2020 FBG Table R301.2(2). ®Pressures charted here are allowable pre5sure5 and have been reduced per A5GE 1-16 section 2.4.1 from ultimate pre55ureeI. Divide allowable pre55ure5 above by a factor of 0.6 for ult. pre55ure5. ROOF FRAMIN6 • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF 5HEATHIN6 SHALL BE -1/16" MIN. O5B/PLYWOOD 5HEATHIN6 16, EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"xO.113" RIN6 SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL ED6E5 $ ® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRA6 TRU55E5 w/ RIN6 SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALON6 PANEL ED6E5 AT FIRST 2 TRU55 BAY5 FROM 6ABLE END. PROVIDE "H" STYLE GLIP5 ALON6 UNSUPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRUSS ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR GLIP5 ® 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRUSS MANUFACTURER, UNLE55 OTHERWI5E NOTED. • ERECT AND INSTALL ROOF TRUSSES PER WTGA � TPI'5 BG51 I GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6 $ BRAGIN6 OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH � EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"xO.131" NAILS ® 16" O.G. UPL 11=T CONNECTORS BEARIN6 CONDITION TRUSS CONNECTOR LENGTH < 15' SIMPSON H2.5T SINGLE ROOF TRU55 BEARING ON > 15' SIMPSON HIOA WOOD STUD WALL/WOOD BEAM ROOF GIRDER TRU55 BEARIN6 ON ALL 51MP50N HT520 WOOD STUD WALL/WOOD BEAM 51N6LE ROOF TRU55 OR PORCH ALL SIMPSON HETAI6 BEAM BEARING ON GMU WALL ROOF G.T., FLUSH BEAM OR ALL (2) 51MPSON HETAI6 .T FLUSH 6. BR6. ON GMU WALL ALL BEARIN6 POINTS OF EACH ROOF TRUSS SHALL BE CONNECTED WITH CONNECTOR A5 L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DESIGN THE UPLIFT GONNEGTOR5 PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DESIGN 5TANDARD5 FOR METAL PLATE CONNECTED WOOD TRUSS GON5TRUGTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENTS OF ASGE-1-16. ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRAWING SHALL SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR 5PEGIFIGATION5 AND LOADS SHOWN ON THE SHOP CARDS. LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL I:::::::: ; I EXTENT OF OVERFRAMIN6 . •- -- - INDIGATE5 1/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE 50LID BLOCKING UNDER P05T OR JAMB ABOVE. GENERAL STRUCTURAL NOTE5 • DE516N 15 BASED ON 7th EDITION (2020) FLORIDA BUILDIN6 CODE. • WOOD FRAME EN6INEERIN6 15 BASED ON NOS, "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DE51ON LOADS: ROOF LIVE = 20 P5F DEAD = 7 P5F T.G., 10 PSF B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 PSF (INGLUDIN6 STAIRS 4 DEGK5) = 30 PSF @ 5LEEPIN6 AREAS = 50 P5F @ 6ARA6E = 200 # POINT LOAD @ GUARDS/HANDRAILS = 50 P5F ® GUARD IN -FILL COMPONENTS DEAD = 10 PSF (20 P5F TOTAL @ TILE) WIND ULTIMATE WIND SPEED $ EXPOSURE A5 L15TED R15K GATEC70RY II GENERAL FRAMIN6 • EXTERIOR WOOD STUD BEARING WALLS SHALL BE 2x 5PF#2 OR 5YP#2 ® 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARING WALLS SHALL BE 2x 5PF OR 5YP '5TUO' 6RADE LUMBER 0 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE GON5TRUGTEO WITH 2x 'STUD' 6RADE MEMBERS SPACED @ 16" O.G. (MAX.). • ALL NON -BEARING INTERIOR STUD WALL5 SHALL BE CONSTRUCTED WITH 2x 'STUD' GRADE MEMBERS SPACED ® 24" O.G. (MAX.). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x KIN6 STUD, MINIMUM. - THE NUMBER OF 5TUD5 SPECIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK STUDS REQUIRED, U.N.O.. • ALL HEADERS, BEAMS a OTHER STRUCTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS 4 HEADERS W/ 3-ROW5 OF 3"x0.131" NAILS ® 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FACE NAIL BUILT UP 2x POSTS W/ 3"xO.131" NAILS @ 16" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES ® 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL GONNEGTION5 (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALL5 w/ 7/16" 05B FASTENED N/ 2V2"xO.131" NAILS @ 6" O.G. @ ED6E5 & 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL ED6E5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE SOLID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL POSTS GONTINUOU5 TO FOUNDATION/BEARIN6. • EN6INEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10A6 psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.OXIOA6 psi • FOR 2 Q 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OF 3"xO.131" NAILS ® 8" OIG OR 2 ROWSY4"x3Y2" 51MP50N 505 5GREW5 (OR 3Y2" TRU55LOK 5GREW5) 0 16" OIG. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/5GREW5 2" FROM E06E. 50LID 3Y2" OR 54" BEAMS ARE ACCEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 $ 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 5 ROW5 OFY4"xb" 51MP50N 5D5 5GREW5 (OR (b 3/4" TRU55LOK 5GREW5) ® 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 E06E. A 50LID 7" BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL 5TUD5 IN CONTACT w/ GMU WALL5 SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LONG TAPGON5 ® 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 SPECIFIED BY I-JO15T /TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • I-JO15T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY • FLOOR 5HEATHIN6 SHALL BE 23/32" GONFORMIN6 TO P52-04, 24" O.G., EXPOSURE I, TONGUE AND 6ROOVE ED6E5, FASTEN 5HEATHIN6 TO FRAMIN6 MEMBERS W/ 6LUE AND 3"x0.131" NAILS 6" O.G. AT PANEL ED6E5 $ 12" O.G. AT INTERMEDIATE SUPPORTS. TYPICAL 5TAIR GON5TRUGTION NOTE5 • (5) SINGLE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR LANDING, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM w/ (1) 51MP50N A35 CLIP AT EACH 5TRIN6ER. • FASTEN 2x6 P.T. PLATE TO CONCRETE SLAB w/ (3) 3/b" DIA. x 3 Y2" LON6 TAPGON5. • FASTEN END 5TRIN6ER5 TO ADJACENT WALL5 w/ (2) 3"x0.131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE %" FLOOR DEGKIN6 ON R15ER5 AND I" FLOOR DEGKIN6 ON TREADS. • SEE STAIR FRAMING SECTION FOR MORE INFO. seal: \\� G1 J� duo No 77824 r' TA►E OF ', a owe® •�eORIR,-•' © copyright ; mf `\c. Strud r 14yr�et�r�g,ln CIMLO Z JLU W W z c Cn W CL J N a Z= I- U A Q oc UJ 5 = Q Jz Q A W �o y o p _2 y co m L6 cc N OC w M&K project number: 068-1 9027 project mgr: J,rJ- B drawn by: BC issue date: 05- `j 3-2 1 REVISIONS: date: initial: ZMT (n w � Z o 0 J J L- UJ 0 F-4 W W � O Z J J sheet: SW0.0 35 -011 • ® INTERIOR BEARING WALL Z �' ISO 77824 •°•, � • � _ _ _ BEARIN6 WALL ABOVE ki �ESTATIE OF'' 81_011 121_011 151_011 • BEAM / HEADER • �°. �Cova'6!` \i ®, • LOGATION AND EXTENT OF 5HEARWALL z © copyright' �P�ftFtiPq!'� --LANAI SLAB: Structural"6i eer'ing, Inc. 3Y2" GONG. SLAB ON — — — — — — — Q;� r---� I:: ; : ; :::: I EXTENT OF OVERERAMIN6 GRADE (2500 P51 ' I z MIN.) w/ 6xb-W1.4xNI.4 I I • - - INDICATES 1/8"xl" 5AW GUT CONTROL JOINT =J MESH OR FIBER MESH N I — 12" WIDE GONG. Z o o ON cf5% GOMPAGTED w I I TURNDOWN EXTENDED o INDICATES LOCATION OE REINFORCED GMU GORE L. (SEE NOTES) - FILL OR VIR61N SOIL. MIN. 12" BELOW GRADE o z a CL a I J L METAL HANGER J 9 HVAG 2 7 I 2 INDICATE5 P05T ABOVE. PROVIDE 50LID <t � = E c z UNIT 5D-I SD -I SD -I 3 Y2STEP I 5D-I BLOGKIN6 UNDER P05T OR JAMB ABOVE. A o. w REFER TO 5-0.0 FOR T'YP I GAL W Mg •91 0 0 Io -2 18 8 5TRUGTURAL NOTES 5GHEDULE5 I 6 -2 J � o =o o I I W g 5.6.D. RECESS PER MANUFACTURERS I • IN5TRUGT ION I - I I I 'I I s I I M&K project number: 0 6 8- 1 9027 I project m r: pj9 JSB I I I • I NOTE: REFER TO BLOGK drawn by. B C I PLAN FOR ALL DOWEL I issue date: 05- �[-2 REVISIONS: I LOCATION DIMENSIONS. ! I ' date: initial 2 I I I I MAY 2 4 2021 SD -I I I Nt o I o I 0 o I I I 2 Io I �O •I � I I• I I 1�1_011 181_011 SD- I - 3 Y2" STEP 3 Y2 STEP - STEP I1\00 I 4 6ARA6E SLAB: i 5 Y2" GONG. SLAB ON 6RADE I < w (2500 PSI MIN.) w/ bxb-W1.4xNI.4 I L1 • I MESH OR F I BER MESH OVER 6 I Q ix MIL. POLY ON q5% COMPACTED I 0 0 2 3 I FILL OR VIR6IN SOIL, LL 5D-I 5D-I a - � I I � � w 5 I = I 5D-I . I � I • 5 5D-I � d M N W 2 L -------+-- ----� 0 ,� Z 0 sheet: 5LA5 PLAN 5�_I II'_4" 5'-0" Ig'-8" I SCALE: 1/4"= I'-0" (22x34 SHEET) SCALE: 1/8"=1'-O" (110 SHEET) MN F 35'-0" ,o On • • N !n r Ln N I m 35'-0 31-211 4 _6 �� 2 �_6 �� 61_211 41_51� 41_511 4�_611 51_41� MB-I I MB-I I I MB-1 41_011 3,_2„ 41-21, le 1._411 161_011 11_4�� .01 0-4 11_411 51_011 C.l I 1-511 551_011 , p 4b I r- BLOCK PLAN SCALE: 1/4'*'-0" (2244 SHEET) SCALE: 115"=1'-0" (110 SHEET) LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL I:. ; I EXTENT OF OVERFRAMIN6 *....... -°• -- --'----INDIGATE5 I/8"A" 5AW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED CMU GORE (SEE NOTES) J L METAL HAN6ER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. MABONRY LINTEL DETA I L5 REINFORCEMENT MARK DE5I6NATION TOP BOTTOM 5HEAR REINFORGEMENT M13-1 8F8-013/OT ----- ----- MB-2 SFS-IB/OT ----- (1) #5 MB-3 8FIb-IB/IT (I) #5 (1) #5 MB-4 8RF14-I13 ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S GONGRETE. NOTES: I. ALL LINTEL5 w/ SPANS 6REATER THAN 14'-0" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINTELS 5HALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT SHALL BE 6RADE 60, fy=60 k51 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENIN6 BELOW MASONRY LINTEL A55EMBL I E5 5EE 5GHEDULE AND 5PECIFICATION5 FOR ADD'L INFO � I1 MIN. (1) GOUR5EWND MIN. (1) GO )P-cf- OND L4J i BEAM ABOVE LINTEL I L4J I BEAM ABOVE LINTEL ,ROUT GROUT BOTTOM REINF. R46 Q, I PRECAST LINTEL w/ PREGA5T LINTEL W h-}�t EMBEDDED REINF. EMBEDDED REINF. MB-1 MB-2 I+F— TOP GOUR5E, IF I+L— TOP comm,IF I L4� I m J I LQJ I �---- J REQb PER ARCH. v I I REQ'D PER ARCH. TOP REINF. OR GONT. CONT. BOND BEAM BOND BEAM REINF. REINF. AS REQb ,ROUE ROU ,T _ BOTTOM REINF. BOTTOM REINF. a, PRECAST LINTEL w/ • EMBEDDED REINF. PREGA5T LINTEL w/ #-�--� EMBEDDED REINF. MB-3 N MB-4 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES � SCHEDULES seal: No 77&74 STATE OF ORk © copynght% St ctuHit "Iht;ering, Inc. z JUJ w w Z CD z w a w Q � Z= F— A C W F- cn S a A J� Z V CD W 0 Gf � y m W O N OC M Q. m 1wr M&K project number: 068-19027 project mgr: JSB drawn by: BC issue date: 05-13-2 `j REVISIONS: date: initial: sheet: Fo42 . 0 F c T FASTEN DROPPED BEAMS TO —� REAR LANAI DROPPED BEAMS: (2)2x 12 W/ y2" OSEWLYWOOD m-rwk i mi err /T /r-) /)= ::z ) I V✓I✓ I LI\ LIL V/✓L-G \I I I VI G/ 4x6 P05T W/ SIMPSON ABA46Z BASE I, (TYP. OF 2) (-LU D 0 Q — — — 1 n DROPPED BEAM T L/Ii,1,. 1 >_1..J \1 I I v1 v/ < m < Q-C/z 1 ( 5D-2 o� — \ HIP 61 RDER TRUSS SIMPSON HUG412 FASTENED BAGK TO GMU BLOGK W/ SIMPSON TI TEN 5GREWS _ O I > v IF LL ( O ` L I \ \ \ \ \ HIP 61RDER TRU55 / -- ------J i ol° OL 1 I 5D-2 ----- -------- I I I I � z ° D- �S) / \ 5D-2 ------ o 1--r LU Zo I 1, / / HIP 61 RDER TRUSS / O LU / i I oQ U O U < U ------ ------ 2 SD-2 ----------------- HIP G I RDER TRU55------------------- / I I ' I \ I —F —IF — — — — — N� I i i LEGENP • ® INTERIOR BEARING WALL • _ _ _ _ = BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL • is t EXTENT OF OVERFRAMIN6 L _ _ _ J • °— — -- —„-INDICATES 1/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HANGER INDICATES POST ABOVE. PROVIDE 50LID BLOCKING UNDER P05T OR JAMB ABOVE. ROOF FRAMING PLAN SCALE: 1/4"= I'-O" (22x34 SHEET) SCALE: 10*'-0" (110 SHEET) ROOF FRAM I NO • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 1116" MIN, 05B/PLYWOOD 5HEATHIN6 24/6, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS W/ 2 %"xO.113" RING SHANK NAILS (RSR5-01 OR EQUIV.) ® 6" O.G. AT PANEL E06ES d ® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END $ DRA6 TRUSSES w/ RIN6 SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALONG PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM 6ABLE END. PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED ED6E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRUSS ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW w/ 51MP50N VTGR CLIPS ® 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWI5E NOTED. • ERECT AND INSTALL ROOF TRUSSES PER WTGA 4 TPI'5 BG51 I GUIDE TO GOOD PRACTICE FOR HANDLIN6, IN5TALLIN6 d BRAGIN6 OF METAL PLATE CONNECTED WOOD TRUSSES." ROOF TRUSS SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRU55E5 W 2x4 LEDGER FASTENED TO FRAMIN6 w/(2) 3"x0.131" NAILS ® 16" O.G. UPL I r-T GONNEGTOR5 BEARIN6 CONDITION TRU55 CONNECTOR LENGTH < 15' S I MPSON H2.5T 51N6LE ROOF TRUSS BEARIN6 ON > 15' SIMPSON HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRUSS BEARIN6 ON ALL 51MP50N HT520 WOOD STUD WALL/WOOD BEAM 51116LE ROOF TRU55 OR PORCH ALL SIMPSON HETA16 BEAM BEARIN6 ON GMU WALL ROOF 6.T., FLUSH BEAM OR ALL (2) SIMPSON HETA16 FLUSH 6.T. BR6. ON GMU WALL ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR 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 DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION". MK HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRAWING SHALL SUPERSEDE THE TRUSS MANUFACTURER'S UPLIFT CONNECTOR SPECIFICATIONS AND LOADS SHOWN ON THE SHOP CARDS. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES ff SGHEDULES �};iiPflt seal: ../`i� ti s No T7824 � STATE OFZZ ORI © copyright: P N11N 00\ Structural Engineering, Inc. 0 CD z JLU w w = Z CN c CD M z w a J CD Q Z= .n Q� U �• Q Wcn � � M Z3 E J �o z = p �o o y Yd Cm t_n o N C M O. IV 7 M&K project number: 068-1 9027 project mgr: JSB drawn by: BC issue date: 05. `j 3-2, 1 REVISIONS; date: initial; zi sheet: Sm 1.3 FILLED GELL5 (SEE PLAN) vrnr ^vr_ TOP VIEW ®CORNER GONG. OR PAVER I GARAGE WALL DRIVEWAY r BEYOND d I GARAGE SLAB m 4 (SEE PLAN) r- 4 16"x8" THICKEN. EDGE W/ (2) #5 GONT. THICKENED EDGE @ GARA&E DOOR DETAIL SCALE: NM 8" GMU BLOCK 8" WIDE GONT. GONG. CURB (1) #5 VERT. FROM FTC). TO BOND BEAM. LAP w/ FOUNDATION DOWEL LU GARAGE SLAB MIN. 30" GROUT CELL > (SEE PLAN) SOLID z L4' d.r1=1 I-1IO GRADEI I iI I —I I I1 1I- I I- (1) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. (SEE PLANS FOR LOCATION) GLEAN COMPACTED "=1I1='' FILL ® q5% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS &!A%,C57E CURBDETAILS 8" GMU (1) #5 VERT. FROM FTG. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID z_Q c!� O GRADE III —III R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) a .. d III —III —III II-1 I I —III— I II-111—III—III= I lil l I MI 1 1 1 lil l I I �1) #5 DOWEL W/ 6" HOOK AT I— _—III—_I I ALL VERT. WALL REINF. l l I 111=III=III _� (SEE PLANS FOR LOCATION) GLEAN GOMPAGTED —III..-11 FILL ® q b WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 SOOTING SECTION W/ BLOCK DETAIL SCALE: NTS 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL BEYOND OVER 3/4" FURR STRIPS EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (SEE PLAN) PAVER5 (SEE PLANS) a Q 11 M 11=1 I 1=1 11= —_ III—III—III—II1 = 1 —I I I--_ 11 I_-- —I I I I I —I I I —I I I —I I F 1 11-11 e 11—III-111-111- 1 °III__III—III_ =1 m III I I I I I —I I II, II II1-1I1- "' MONOLITHIC yGLEAN GOMPAGTEDI�FOUNDATION W/ (2) #5 FILL ® q5% STANDARD WI TH GONT. ON GHAIR5 DENSITY AND TERMITE TRFATFI7 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 EARS ENTRY DOOR DST I L 6 SCALE: NTS PATIO/PORGH/LANAI SLAB (SEE PLAN) 8"x8" THICKENED - SLAB W/ (1) #5 GONT. THICKENED EDGE DETAIL 3 SCALE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FTG. 1 BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT GELL 50LID PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLAN) Z: Q .Q 1=1—� �i EXP JOINT - v m R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) . ° I—III-11I—III a 1=III—III—III=1I III —III —III ; I ' e =1 I I=1 ' 11= 1) #5 DOWEL W/ 6" HOOK AT III=III- ALL VERT. WALL REINF. ' III=1 I I=1=1 I III= (SEE PLANS FOR LOCATION) -� I III-111—III , I I GLEAN GOMPAGTED-III- ' FILL ® q5% MONOLITHIC FOUNDATION STANDARD DENSITY III TH W/ (2) #5 GONT. ON CHAIRS ZZ 2-STORY: 1'-4" WIDE w/ (2) #5 BAR5 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL SCALE: NTS Y2" (5YP. BD. EA. SIDE OF 2x4'5 ® 16" O.G. Y2" J-BOLTS 6" FROM EA. END OF WALL AND SPACE ® 32" O.G. 2" (6" MIN. EMBED) LU STUD PLATE TIES PER } PT BOT. PLAN ® STUD TOP 4 PLT. BOT. Q d. d 04 (2) #5'5 GONT. W/ „ 3" MIN. CLEAR 8 8 UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT 5UBJEGT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE 5UGH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. 6ARAGE 5TEP DOWN DETAIL WALE: NTS 8" GMU FROM FTrv. TO ► owl E30NO BEAM.i ►i 6ROU1 GELL 50LID !e !� .. • 4RADE O� GLEAN GOMPAGTED FILL ® q5% STANDARD DENSITY D CHASE DETAIL SCALE: NTS R4.1 FI—FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) PVG CHASE SLEEVE TO BE TWIGE THE DIAMETER OF PROTECTED PIPE II TH MONOLITHIC FOUNDATION W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS seal: r� t � t .�r• • `� STATE OF ; 4U � y 0 s ` c r�h�iMlJtIONAI - co PY g MIJtN�� i�4'� Structural Engineering, Inc. 120 1.` z Z J� w w Z c Lo Z rn Z w J � Q � Z= F- EE U pC c W_ CZ cn � 0 CS � m E JZ;oCD W 0 O oc� y m �h W N OC � n. M&K project number: 068-1 9027 project mgr: JSB drawn by: BC issue date: 05- 1 8-2 `j REVISIONS: date: initial: MAy 2 4 2021 1 ul 8" GMU BLOGK ,� T BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER 3/4" FURR STRIPS T T T Q MTL. THRESHOLD PER BUILDER F SET IN SEALANT HOUSE SLAB T T T (SEE PLAN) """" 0 0 o PORGH/f'ATIO/LANAI SLAB OR PAVERS LL (SEE PLANS) PER MANUF. —111-1 I-111= "Q _ I 1=1 1=1 I— 11=11'LO =1 I I I I 11= I-1 I e I 1=1 11=1 I I I_ ►--� w =1 m III I I 1=II I I —III=I1 II - m � I—w- -=1— 1 11 =1 W U III —III —III III— MONOLITHIC Q , I— II,,III—III—III—III—''' � GLEAN GOMPAGTED 1—III= FOUNDATION W/ (2) #5 z ,Q FILL ® q5% STANDARD HIPIT GONT. ON GHAIR5 ZD U) DENSITY AND TERMITE u ! f " �e TREATED 2-5TORY: 1'-4" WIDE O < 0 z w/ (2) #5 BARS T i J J I —STORY: I'-0" WIDE �.I..r W/ (2) #5 BARS sheet: I EXTERIOR OUT5WI NG 4 56D POURED 5I LLB DETAIL SCALE: NTS SDwil r PROVIDE SOLID SHIM BETW'N TRU55 $ CONNECTOR IF TRU55 LOCATED LE55 THAN I YY FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPIGAL RETROFIT DETAIL P. FASTEN ROOF SHEATHING TO FASCIA WITH 2 3/8"xO.113" RING SHANK NAILS 6" O.G. w 2x6 FASCLU IA -SEE ARCH 8" GMU BOND BEAM W/ (1) #5 CONT. 8" REINF. GMU WALL -SEE PLAN FOR VERT. HORZ. REINF. SPECS ROOF TRU5 -SEE PLAN (2)3 Y2"x0.1 8" GMU BOND BEAM wl (1) #5 BARS GONT. 8" REINF. GMU WALL - -SEE PLAN FOR VERT. ff HORZ. REINF. SPECS I SECTION 2 %"x0.113" RING SHANK SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR GONNEGTOR 5PEGIFIGATION5 PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EACH TRU55. VERT WALL REINF. TO EXTEND INTO BOND BEAM HIP 6.T. 2x4 FLAT BLOCKIN6 @ 16" o.c. FASTENED TO BOND BM. w/Y4" DIA. x %4" TAPGON ROOF TRU55E5 (2)3 Y2"x0.131" -SEE PLAN — 2x4 @ 16"o.c. FASTENED TO GABLE END TRU55 w/ FASTEN SHEATHING TO 2x4 2x4 BLOCKIN6 w/ (2)3"x0.131" TOENAILS. BLOCKIN6 w/ 2 %"x0.1I3" (3)3 )/4"x0.131" RING SHANK NAILS ® 4"O.G. FTOENAIL5 EACH END i i i " x x: i x c " MAX 2'-0" MIN GABLE END VERTICAL WEB REINFORGIN6 AS REQURIED BY TRU55 MANUF. ROOF 5HT6 I i (4) 3 4"x0.131" SHALL BE NAILS 2x8 P.T. PLATE FASTENED GONT. 24" MIN TO BOND BM. W/)12" DIA. ONTO ROOF ANCHOR BOLTS @ 32" O.G. WITH T (MIN.) EMBEDMENT. EXTERIOR 5HEATHIN6 EDGE NAILING- 2 Y2"x0.131" NAILS ® FASTEN BOTTOM CHORD OF TRU55 TO P.T. SILL PLATE w/ Y4" DIA. x3Y2" LONG 505 SCREWS @ 16" o.c. 2x4 BRACE w/2x4 T-BRACE, PROVIDE 2x4 BLOCKING ®4� PROVIDE MOISTURE SPACED @ 4'-0" O.G. MAX. O.G. IN FIRST (3) BAYS OF BARRIER PLATE BELOW FASTEN 2x4 TO 'T' w/ 3Y4"x0.131„ ROOF TRU55E5-GUT TO FIT WOOD MEMBERS ON GMU (PER TRU55 MANUF.) NAILS ®12 O.G. TIGHT BETWEEN TRU55 BOTTOP (NOT REQ'D AT TRU55 HEIGHTS CHORDS AND NOTCH AROUND 8"' GMU BOND BEAM w/ 4'-I" OR SHORTER) SILL PLATE (1) #5 BAR GONT. FASTEN DRYWALL TO 8" REINF. GMU WALL VERT WALL REINF. TO BLOCKIN6 w/ 5GREW5 /NAILS 6" O.G. -SEE PLAN FOR VERT. EXTEND INTO BOND BEAM 4 HORZ. REINF. SPECS SECT ION SCALE: 3/4"=1'-0" FASTEN ROOF 5HT6. TO HIP �.113" RING 6" O.G. VALLEY SET OVERFRAMIN6 - UPLIFT GONNEGTOR -SEE PLAN - HIP JACK TRUSSES FASTEN EAGH OVERFR TRU55 TO TRU55 BELOI FASTEN 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 INGLV IN PACKA6E) EXTEND INTO BOND BEAM 8" REINF. GMU WALL VERT WALL REINF. TO -SEE PLAN FOR VERT.E_EXTEND INTO BOND BEAM Of -),SECTION HORZ. REINF. 5PEG5 SCALE: 5/4 =1-0 SECTION BOND-BEAM�- r__—GONTIN. PRECAST HEADER 8" GMU PIER ENTIRE GOLUMN TO BE GROUT FILLED CAST-GRETE GA5T-6RETE WINDOW SILL, WINDOW SILL, OR EQUIV. OR EQUIV. DOUBLE WINDOW MA5ONR1' PIER DETAIL SCALE- NTS TRIPLE WINDOW SIM. BY WINDOW/DOOR MANUFACTURER T1`P I CAL OVERPRAM I NG CONNECTION DETAIL 5GALE: N.T.S. NOTES: PROVIDE SOLID SHIM BETW'N TRU55 CONNECTOR IF TRU55 LOCATED LE55 THAN I IVY FROM CONNECTOR. WHERE TRU55 15 6REATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF SHEATHING TO FASCIA WITH 2 %,"x0.113" RING SHANK NAILS ® 6" O.G. 2x6 FASCIA -SEE ARCH REINF. MA50NRY LINTEL/ BEAM - - SEE PLAN FOR SPECIFICATIONS. SECTION ALL LAPS IN MA50NRY 25" -RUNNING BAR—, MAIN ROOF 5HEATHIN6 L #5 BENT CORNER BAR MAIN ROOF TRU555 GROUTED CELL I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW/DOOR, FASTEN BUCK TO MASONRY W/ (1) ROW OF Wb"x4" TAPGON5 b" FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE I Y2' MIN. FROM EDGE OF BUCK. 2. BUGK5 LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. 5TRUGTURAL GONNEGTION OF WINDOW/DOOR TO 5TRUGTURE BY OTHERS IN TH15 GA5E. 3. ADDITIONAL 2X WOOD BUGK MATERIAL MAY BE ADDED TO EXI5TIN6 2X BUCKED OPENING, USE (3) ROWS OF 3"0.131" NAILS 5TA66ERED @ 12" O.G. EA. 5UGGE551VE BUCK. 4. MIXING OF IX AND 2X BUCKS 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) ROW5 OF 2 Y2"xO.131" NAILS @ 16" O.G. FASTEN WINDOW/DOOR TO 2X PER WINDOW/DOOR MANUFAGTURER'S SPECS. WINDOW/POOR BUCK DETAIL SCALE: NT5 TYP. CORNER VERT. WALL RE I NI ORC I NG DETAIL SCALE: NTS 2xbx12" OR 2XSX12"P.T. CENTER BUCK SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR 5PEGIFIGATIONS CONNECT EAGH END OF MA50NRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL w/ 24" LE65 -r L PROVIDE SOLID SHIM BETW'N TRU55 CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 6REATER THAN I YY FROM UPLIFT GONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. 2x FA5GIA -SEE ARCH FASTEN EXTERIOR 5HEATHIN6 TO 2x4 - BLOGKIN6 IN EA. TRU55 BAY w/ 2 Y2"x0.131" NAILS © (b" O.G. FASTEN EA. 2x4 BLOGKIN6 IN EA. TRU55 BAY TO BOND BM. w/(4) HILTI ON112P8 PAF'S FASTEN EXTERIOR 5HEATHIN6 TO - 2x BLOGKIN6 w/ 2 Y2"xO.131" NAILS 3"O.G. - 8" GMU BOND BEAM w/ (1) #5 BARS GONT. 8" REINF. GMU WALL - -SEE PLAN FOR VERT. 4 HORZ. REINF. SPECS � SECTION SCALE: 3/4"= I'-0" (1) #5 IN BOND BEAM ----- ------ --- w } PRECAST LINTEL, SEE PLAN FOR SPECIFICATION VERTICAL REINFORCEMENT PER PLAN (1) #5 VERTICAL IN GROUT FILLED CELL 4xb P.T. (IF REOV PER PLAN) P05T NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND SIZED PER NOTES �N;SR E I NPORG I NG DETA I L (D�Z NOTES: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). SEE TYP. FOUNDATION 2. PROVIDE 3/4" DIA. HOLE FOR DETAILS FOR ADDITIONAL OF OPENING DOWEL, BLOW OR BRUSH GLEAN. INFORMATION NOT SHOWN 3. FOLLOW MANUF. INSTALLATION HERE INSTRUCTIONS. FUTURE 8" GMU BLOCK #5 VERT. BAR TO BE %" DIA. ANCHOR DRILL 6" INTO EXI5T'6 LOCATED PER PLAN SLAB, EPDXY � DRIVE I IN &ROUTED CELL #5 DOWEL, PROVIDE MIN. I = 2X4 P.T. TOP BUCK 30" LAP SPLICE I I m0 2X6 OR 2X8 P.T. BUCK ' EACH 51DE OF OPENING -VERIFY CONN. REQ'MT w/ 4 DOOR MANUFACTURER (p - � ° . ' III-III=III= PROVIDE (5) %" DIA. J-BOLT W/ 5 y2" 6RADE I I I-1 I I -I I I-1 EMBEDMENT AT EACH DOOR BRACKET, -I I I=III=III=III I I=III-III-I I II= EACH SIDE OF DOOR. PROVIDE I y2'x3�ib" p -III-III-III-III ° . a I-III-111-I I I- -III-III=III III -III -I 1- THICK WASHER W/ EACH ANCHOR (15T BOLT -� -I -III-III' a -III=I I - TO BE 8" MAX ABV. GURB REST EQUALLY �=III=III a . . III -I I- III 5PAGED APPROXIMATELY 24" O.G.) I=11 F START BOLTS AFTER GARAGE CURB 68" MAX) K GARAGE DOOR BUCK DETA I L 5GALE: NTS M 155ED DOWEL RETRO� I T DETAIL DROPPED BEAMS PER PLAN ROOF TRUSSES -SEE PLAN UPLIFT CONNECTOR -PER 5GHEDULE VERT WALL REINF. TO EXTEND INTO BOND BEAM PROVIDE (1) 51MP50N L5TAI8 STRAP ON EACH EXTERIOR FACE OF POST, q" MIN END LENGTH REAR WOOD LANAI TYP. BEAM TO P05T CONN. SCALE: 3/4'=I'-0' �q�I:�II�ri seal:\\ 's G. F / PW 77824 Tik T E OF •� �4t `410NA1. © copyright � Structural ngmeenng, Inc. Z JLU w w _Z o0 CD C Z w a J 0 a °' Zcc E c.7 era. c UJto J CD a J� �o Z h CD W 0 2 �y M W 6N OC c7 a. M&K project number: 068-1 9027 project mgr: JSB drawn by: BC issue date: 05- 1 3-2 1 REVISIONS: date: initial: SEE DETAIL I ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT SHOWN HERE -FASTEN EA. ROOF TRU55 TO GMU w/ 51MP50N M5TMI6 TW15T STRAP. FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 Y4" LON6 TITEN 5GREW5 - PROVIDE MOISTURE BARRIER PLATE (PER TRU55 MANUF) @ EACH TRU55. T T T - PROVIDE 2x FLAT BLOGKIN6 FIT T16HT TO ROOF TRU55E5 ® EVERY OTHER BAY FASTENED TO GMU wl (3)Y4" DIA. x 3YY LONG TAPGON5. FASTEN BLOCKIN6 TO ROOF TRUSSES wl (2) 3Y4"x0.131" NAILS ®EA. END. RETRO� I T DETAILcolpo i 5GALE: 3/4 -I -0 SCALE: NTS SIM. ® GMU STEM FOR DROPPED 6RADE LETTERED DETAILS ARE TYP I GAL FOR NUMBERED DETAILS ARE PLAN THI 5 HOME $ SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REQU I RED ALL APPLICABLE AREAS. THESE WHERE 5PEG I F I GALL'` I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. sheet: MAY 2 4 2021 W o C] � 0 ° 2 W d �' a J 4 wCO 2 N to p z J J SDW2 U�" op