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HomeMy WebLinkAbout6977 Shelby Lynn Way.e ABBREVIA'T'ION 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 STRANL- BOARD COL. COLUMN OZ OUNCE CONC. CONCRETE 1/R ONE ROD COND. CONDITION 1/S ONE SHELF CONT. CONTINUOUS CANT. CANTILEVER PC PRECAST CLG. CEILING PDS PULL -DOWN STAB; CM CROWN MOLDING PKT POCKET DOOR CR CHAIR RAIL PNL PANEL PLYWD PLYWOOD D DRYER PREFAB PREFABRICATED d PENNY PR PAIR DBL. DOUBLE PROJ PROJECTED DIA. DIAMETER PSI POUNDS PER SQUARE INCH DIR. DIRECTION PSF POUNDS PRE SQUARE FOOT DN DOWN P.T. PRESSURE TREATED DR DOOR DW DISH WASHER QUAD QUADRUPLE DWG DRAWING D.S. DOWNSPOUT REF REFRIGERATOR DTL DETAIL REINF REINFORCED REQ'D REQUIRED EA. EACH RNG RANGE E.J. EXPANSION JOINT R.O. ROUGH OPENING ELEC. ELECTRICAL R RISER ELEV ELEVATION FIND ROUND EQ. EQUAL R&S ROD AND SHELF EQUIP. EQUIPMENT EXP EXPANSION SC SOLID CORE EXT. EXTERIOR SCHEM SCHEMATIC EE EACH END SHLF SHELF SHT SHEET FD FLOOR DRAIN SHWR SHOWER FIN. FINISHED FLOOR SIM SIMILAR FND. FOUNDATION SH SINGLE HUNG FLR. FLOOR S.S. STAINLESS STEEL FP FIREPLACE STL STEEL FR FIRE RATED STRUCT STRUCTURAL FXD FIXED SUSP SUSPENSION FRM FRAME SGD SLIDING GLASS DOOR FTG FOOTING SQ SQUARE GA. GAUGE T TREAD GALV. GALVANIZED TB TOWEL BAR GC GENERAL CONTRACTOR T&G TONGUE AND GROOVE GEN GENERAL TEMP TEMPERED GYP. GYPSUM T.O. TOP OF GL GLUE LAM TR TOWEL ROD GLS GLASS TRPL TRIPLE TYP TYPICAL H HIGH HC HOLLOW CORE U.N.O. UNLESS NOTED OTHERWISE VERT VERTICAL HGT. HEIGHT V.L.I.F. VERIFY LOCATION IN FIELD HDR. HEADER HB HOSE BIBB W WASHER HORIZ. HORIZONTAL W/ WITH WC WATER CLOSET INSUL. INSULATION WD WOOD INT, INTERIOR WWM WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB � vn (9 n ](9n TM Compnnles 90 MATAWAN ROAD U-C MATAWAN, NJ 07747 (732) 383-2200 ALMERA ASPIRE � ESP ELEVATION "A" E36977 SHELBY LYNN WAY ZEPHYRHILLS, FL 33542 LOT 002 TERMI''TE 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: ELEVATION 1 ST FLR A/C TOTAL A/C ENTRY GARAGE LANAI TOTAL U R „A„ 2127 SQ. FT. 2127 SQ. FT. 53 SQ. FT. 473 SQ. FT. 137 SQ. FT. 2790 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 F..1.1 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 ,�rrrrrrrr®ra��.®� °+ G� FRI, �R®o 3�� .°G � N SE r e � y e pF f . All WORK SS FLORIDACOMPLY V"J1 • ,� • .° C O R ��' ®� RIDA Bl�P ta�NC COD�I'R�AILINCa ��FS `" I ® NATIONAL LLEC RfC OODE too, AND THLc CITY CF ��,a�k�RHILIS ORDINANCES REVIF'W CITY OF PLAN EXC IY W >- _ °C �o >- °F_ >ir0 Q W :DC)I- U) U W w QZw� _ > J 1 O I— z ,6LL00U3 zzzF_z a.J Q� J W n-2ira _3Wp00 ==zLLU) �I-Qzo �a a^ coc� O Zd� o Q cts u wA 0 3: U) z 14 M••r w h� 0� 0 U ,J m< (L O_ OC in W 0 cw O d � A aaaa� �Z DEC 222021 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6120 RELEASED: 12/29/21 SHEET Gs "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 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. R302.5.1 OPENING PROTECTION OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES, EXCEPTIONS: R903.2.1 LOCATIONS NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPEDFLASHINGS EGLAZING. 5. MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE 1. HANDRAILS HALL BE PERMITTED T BE INTERRUPTED BY A NEWEL POST AT THE TURN. S O U S 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 2TURNOUT THE USE OF A VOLUTE, , , STARTING EASING OR STARTING NEWEL SHALL BE ALLOWED 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 R308.5 GLAZING AND WET SURFACES 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 VERTICALLY AB E THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASUREDABOVE I HANDRAILS HALL BE F ONE F THE FOLLOWING TYPE R PR VIDE EQUIVALENT REQUIRED S O O O S O O Q 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 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. UNIT 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 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 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 EQUIVALENT BOARD R O O 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 1 4 I THE PROFILE. THE WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE NOT LESS THAN 1 / INCHES - WITH ONE ROW ENTERED IN THE FIELD OF TO A NAILABLE DECK WITH CORROSION RESISTANT FASTENERS T O O C 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) GYPSUM BOARD. GARAGES: 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. 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 ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4. 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) 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 T,LE 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 M1506.3. 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 `C CRAWL SP. ACF 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 DRYS 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 SPECIFIED IN SECTIONS M1502.4.5.1 THROUGH M1502.4.5.3. 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. 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. CAF.PORTS. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET (10 668 MM) FROM THE CONNECTION TO THE STAIRWAYS: 3. DRIVEWAYS, WALKS, PATIOS AND OTHER FLATWORK NOT LIKELY TO BE ENCLOSED AND HEATED AT 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: 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 A�;`NST LENGTH OF THE EXHAUST DUCT SHALL DETERMINED BY THE DRYER K4P'!MUM LENGTH THE SIZE AND 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 IC THE INSTALLATION INSTRUCTIONS FOR THE MAKE AND MODEL OF THE DRYER AT THE CONCEALMENT 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 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 MANUFACTURER, 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 MANUFACTURERS 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 Ml502.4.5.3 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. GYPSUM PANELS (ASTM C1278) R302.12 DRAFTSTOPPING R311FIBER-REINFORCED 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 STAIR T NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS (ASTM C1325) CONCEALED SPACE OF AFLOOR-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 R311.7.5.1 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 COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL 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. ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BE PROVIDED IN FLOOR -CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: 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 PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE 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 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 C1281, 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 FOUNDATION INSPECTION NOTES: MM). WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE 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 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 �����,� °• BE PROVIDED ON STAIRWAYS. THE GREATEST NOSING PROJECTION FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS STANDARDS. ���Q�•'�,O 1. GLAZED OPENINGS OF A SIZE THROUGH WHICH A 3-INCH-DIAMETER SPHERE IS UNABLE TO PASS. NOSING PROJECTION BY MORE THAN 3/8 INCH (9.5 MM) WITHIN A STAIRWAY. SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 2. CEMENT PLASTER FINISH OVER WOOD SUBSTRATE SHALL BE 7/8" THICK (3) COAT STUCCO OVER2)�;• a' 2. DECORATIVE GLAZING LAYERS OF WATER RESISTANT BARRIERS IN ACCORDANCE WITH FLORIDA BUILDING CODE 7TH EDITIOEI (2j20) 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 s R308.4.2 GLAZING ADJACENT TO DOORS. INCHES (279 MM). APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TO ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS FLOOD ZONE REQUIREMENTS: S BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 R311.7.8 HANDRAILS OR DETAILS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. �9Q.••••R 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 MECHANICAL AND HVAC: ° CONDITIONS: RISERS. WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR ,��, 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE Elie;; 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 PROTECTION AT THE HEAD AND SIDES. GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND DOOR IN A CLOSED POSITION. HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, 1.2. IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN 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 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 NV IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMADMA 250, FMA/AAMA/WDMA 300 OR HALLPROVIDEDSERVICE AN APPLIANCE. ODIN FRONT OF THE OITDO EXCEPTIONS: EXCEPTIONS: FM FMA/AAMA/WDMA 400. IHEGARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING 3 DUCTS N 1. DECORATIVE GLAZING. 1. THE USE OF A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED OVER THE LOWEST 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. #26 GAUGE (0.48 mm) SHEET STEEL OR OTHER 2. WHERE THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR TREAD. STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. AND THE GLAZING. 2. WHERE HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE CONTINUOUS TRANSITION 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 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. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN 4. GLAZING THAT IS ADJACENT TO THE FIXED PANEL OF PATIO DOORS. PERMITTED TO EXCEED 38 INCHES (956 MM). WOOD -FRAME CONSTRUCTION. AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF A 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. W �00� } > IY Q 0 U) C) W Q::)wl- _ F_ > J cc !Y �eQF-Z 06ILL 00u) ZZZP:Z �J¢2-i wC-2cr-C_ ( p 0 U Z) = Z U- Un H Q Z p a c c H 0 u wA o x L9 U) z I�1 o wA J o OD 1--i u im, z w a O_ r U) W U O� w � A o. aaaaa `V 24 ; a Lozi MUNITY: LINKS AT CALUSA SPRINGS PLAN # 6120 RELEASED: 12/29/21 SHEET CS2 3-SIDED ACRYLIC SURROUND 181-811 8'-1011 6"_ QTl lr+rl %\A/M A MMMM 40'-0 a 21'-411 16-0 51-411 *35 SH - ir_ na_.nnn rr.nrn n� 51-411 (3 ,x63" EGRESS)81-8" 21_411 14'-011 51-411 40'-011 FIRST FLOOR PLAN FLOOR PLAN 16'-0" �21-411 20'-8" N Q LEGEND SYMBOLS A BUILDINGIWALL SECTION SHT MARKER OINTERIOR ELEVATION MARKER k EMERGENCY ESCAPE & RESCUE %P 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 TYPICAL DOOR PLACEMENT DIAGRAMS E.Q. E.Q. 36"x6O" ACRYLIC I SHWR PAN 3-SIDED ACRYLIC SURROUND DOORS LOCATED WITHIN A LENGTH OF WALL O ARE TO BE CENTERED UNLESS DIMENSIONED OR NOTED OTHERWISE. 11 1 DOORS LOCATED ADJACENT TO WALL _ _ A5.1 INTERSECTIONS ARE TO BE PLACED 3" O MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL SOLID SURFACE BRACKET SPACED 16 O.0COUNTERTOP JU14FORVEGS GREATER THAN 101, T.-2x74STUDWALL 1'-2" MAX WALL LAYOUT 1/2" GYP. tBASE CABINET AS _ BD. PER SHOP DWGJ c`1 WD.BASE MOLDING FINISH FLOOR FINISH FLOOR L ,�SUBFLOOR �[ NOTE: TYP. WINDOW HEAD HGT. AT T-4" U.N.O. w � z0E- >ir<0 U) C) W Q_Z)WI- Q 2 � /U) W cc cr Y O I- Z ,d u_ 00 C/) z z Z F W Q � i J w- 5- cr a �U) 0U = Z LL U) I-- Qcz z p P- cl a� o H Q 0 a O 0 o tiV i 0 U) i O M _ ■i w I i I w I I Z i i I �O tn t t to O d c t I, t [Z aaaaa c c t .. i COMMUNITY: LINKS AT CALUSA SPRINGS E PLAN # 6120 RELEASED: 12/29/21 i SHEET' AI.I SCALE: 1 /4"=V-0" r, GARAGE DOOR DETAIL 2 SCALE: 3/4"=1'-0" WINDOW TRIM DETAIL 1 SCALE: 3/4"=1'-0" 12 5 �/ I nil ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) 12 5:12 5 0 *35 SH . I�J u 35 SH (2) 3068 FIN. 1 ST FLOOR REAR ELEVATION SCALE: 1 /4"=1'-0" BLDG. HEIGHT - 5:12 0 ROOF SHINGLES PER ✓ COMMUNITY SPECS. (TYP.) 4" WIDE STUCCO BAND (+1) 5:12 6" FASCIA (TYP.) 1 T.O. MASONRY T.O. WINDOW - - - -- - - I 4" WIDE STUCCO BAND (+1) 4" WIDE STUCCO BAND (+1) , FRONT ELEVATION SCALE: 1 /4"=1'-0" ROOF SHINGLES PER COMMUNITY SPECS. 5:12 (TYP.) 12 5 2 i i i 1'-0" TYP. WIDE STUCCO BAND (+1) 'WIDESTUCCO B BAND (+1) . - i El�����0 4" WIDE STUCCO 16070 GAR. DOOR BAND (+1) PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH .d:.:i .—es•:::�. .•�rc`�r=s.;;; >:<:::�: �,. SAND TRIM COLOR FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C 1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) 011111 t a®ri,?,- %e�% ®be�'Q��oOE SF®•.� • o 7 S� S7 E F Ir W �-_1 �o° � >o a0 U) 0 W Q ::) W_ F- _ J Ir cr- T- Y 0 F- Z u-00cn Z qZ Z F- Z_ Ir J Q J W 0- _ IL �2ZLLw �F-Qzo ri O N n o O �¢ Q O o o w U) Z O A � O � Z o �w z� ow Q� w O_ r U U) w a cn Z O w d �Z aaaaa m� �F �-tEC2 2 2021 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6120 RELEASED: 12/29/21 SHEET A2. I ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) ROOF SHINGLES PER PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH TRIM COLOR SAND FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) W o°� >cr<o WZ:)0E- v�UWw QZ)WF- _ > J v O F- Z 'zLLO_Ocn Z Z Z ~ W �gco<_ W a 2 cr -iU)000 Z = Z LL cn �F-Qz� Q c� n a H O O � O V Im w o w o A w 0 r U W 0 N Z O d U o �Z aaa�a r DEC 2 2 2021 COMMUNITY; LINKS AT CA USA SPRINGS PLAN # 6120 RELEASED: 12/29/21 SHEET A292 rol ROOF PLAN SCALE: 1/4"=1'-0" ROOF ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 2790 SQ. FT. 1339 SQ. IN. UPPER VENT 40% NET VENT MIN. 536 SQ. IN. UPPER VENT 50% NET VENT MAX. 670 SQ. IN. UPPER VENTS REQUIRED 48" TAMCO OFF -RIDGE VENT (138 SI NET FREE) 4 VENTS NET FREE AREA UPPER ROOF VENTING SS2 SQ. IN. NET FREE AREA SOFFIT VENTING 787 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SQ. IN. / LF. 120 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, FOR ASPHALT SHINGLES REFERENCE TO SECTION R905.2 FOR TILE ROOFING REFERENCE TO SECTION R905.3 Ir W �. _ CC ? 0 >_ F— >cca0 LIJ:DpF— U Lu w cn Q = w 2 > :D Cc Y O 1- z ,6ILOOU) zzz�z J Q J W O-_cr �U) 0U p2ZlLcn azo a^ o�a� Q O Q Z U 0 O O 0 I w oL 0 rL CK U) W Uw Z O I.. � [a w.Z.111<1K DEC 2 2 2021 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6120 RELEASED:12/29/21 SHEET A3.1 4 z O U z z O x z z Q x Q x O i z Q _z A J 2 O x i A x ji m O O z A x Q :n :7 z Q x J) z J 1 1J :n 11 _ z r J) z 3- z z r A i D _ i _ L D D z 2H r T.O.MASON T.O. WINDC FIN. FLF 1 1-011 12 5 BUILDING SECTION SCALE: 1 /4"=1'-0" PRE-ENG. ROOF TRUSSES (SEE FRAMING SHEET FOR DETAILS) DINING KITCHEN / AREA (T,,�,BUILDING SECTION SCALE: 1 /4"=1'-0" 2 A5.1 i i INSULATION PER ENERGY CALCS. T _O. MASONRY T.O. WINDOW, V_1 1-0" FIN. FLR. FOOTING PER FOUNDATION PLAN FSp�s0 ® o � —tea ®• a ® F �® STA pTEO Ir W } 2 cr � 0 0 } I" 5;I=<0 WC)F- ) 0 C/W Q = W 2 I Q Y01—z LL00� Z Z z H Z °C�a�_j W(L=oCa �U)p0U �2ZLLw �F-< N n Z H U) z 0 0 0 0 U U w WU) Im 0 moo 4* A 1­0 0 mi m w w 0 1...�1i a O_ W 0 Z Z O w .Q WZ aaa!ja e. D 2 2 2021 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6120 RELEASED: 12/29/21 SHEET A*5. I i 0 12 SEE ROOF PLAN INSULATION PER COMMUNITY SPEC. SEE ENERGY CALCS. 1/2" (MIN.) CLG. BD. ix PT DRAPE BLKG ABOVE WINDOWS 1/2" G.W.B. WINDOW PER PLAN ' GYP.BD. WINDOW SILL 1/2" GYP. BD. OVER RADIANT BARRIER INSULATION (R-4.1) ATTACHED TO ix2 PT. FURRING 0 24" O.C. BASE BOARD TYP. 1-ST SCALE: 1/2" = V-0" SEE ROOF PLAN INSULATION AS PER SPECS. PRE-ENGINEERED GABLE END ROOF TRUSS - REFER TO STRUCTURALS 1/2" (MIN.) CLG. BD. TYP. HIPPED PENT SCALE: 1/2" = 1'-0" ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II SYNTHETIC UNDERLAYMENT COMPI WITH ASTM D226 TYPE II INSTALLED 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. glk TOP OF C.M.U. (REFER TO ELEV.) 2x6 ALUM WRAPPED FASCIA EE BD. WALUM DRIP EDGE - - EL V. SOFFIT INSTALLED PER MANUF.SPECS. 2X PT BLOCKING SEE STRUCTURAL PLAN PRECAST WIN. SILL SLOPE GRADE AWAY FROM HOUSE. 0'-0" FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS - SOFFIT AT RAKE (BEYOND) REFER TO PLANS - FINISH PER PLAN - 7/8 STUCCO OVER LATH W/60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) - BENT METAL FLASHING REFER TO "L" FLASHING DETAIL -2X LEDGER BOARD TOP OF C.M.U. (REFER TO ELEV.) — 2X ALUM WRAPPED FASCIA BD. w/ALUM DRIP EDGE —SOFFIT INSTALLED PER MANUF. SPECS =2X PT BLOCKING -HURRICANE STRAP - REFER TO STRUCTURALS —MASONRY LINTEL - REFER TO STRUCTURALS ROOF DETAIL 1-STORY - MASONRY WALL OR _YING PER 12 SEE ROOF PLAN I 1/2" (MIN.) - CLG. BD. ($" TYPE 'X' GYP. BD. TO BE PROVIDED WHEN LIVING SPACE IS ABOVE GARAGE) GARAGE SLAB, 4„ SEE STRUCTURAL PLANS SLOPE 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. -OF HURRICANE STRAP EACH END TRUSS - REFER TO STRUCTURAL. TOP OF C.M.U. (REFER TO ELEV.) 2x6 ALUM WRAPPED FASCIA EE BD. WALUM DRIP EDGE E V. SOFFIT INSTALLED PER MANUF.SPECS 2X PT BLOCKING SEE STRUCTURAL PLAN 8" CMU BLOCK W/ CEMENTITIOUS FINISH (BEYOND) EXPANSION JOINT DRIVEWAY PER COMMUNITY SPECS OIL 01 SLOPE FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS ORY WALL (ab WINDOW WALL_SECTION Ccb GAHAUt uUUrt ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS _ GYPSUM PROVIDE 2X4 GYPSUM BOARD FRAMED BOARD z ENCLOSURE FOR g 1/2" IL ' GYPSU N CONCRET _ CONCRETE CURB REFER CURB REF TO PLANS TO PLANS CONCRETE SLAB ON GRADEAT GRADE GARAGE SCALE: 1/2" = 1'-0" ATTIC OR SECOND M FLOOR LIVING SPACE REFER TO PLANS T.O. M I i I z (Lg i Ell: � I w i I L ----- J AL El: I � I I I I N I I , I I co I I I i I I I cV I I --- Zo ----- 00 CK ---- E V-6v " c ER T�A E FLOOR ELECTRICAL PANEL NICHE AT CMU BLOCK WALL SCALE: 1/2" = V-0" NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION W i- _ °C �00i­- 5;E<o W Z) 0 I- cgUWw Q Z) W I- _ F- j J ct ,6LL000w Lu Q J wa=tea Z2zLLUJ �I-Qz0 cz-cz (� n N n o �i C c Qu c F C F c L c t c t L O 0 o c L t i t c U` z C Q � 0-1 0 t f ca j f cm i O o u� I�••I w a U IL I i w i FOU) O. o� w 0 U Zw O d rn c o,10 Z aaaaa DEC 22 2021 COMMUNITY; LINKS AT CALUSA SPRINGS PLAN # 6120 RELEASED: 12/29/21 SHEET A5•2 SCALE: 1/2" = 1'-0" ATTIC OR SECOND M FLOOR LIVING SPACE REFER TO PLANS T.O. M I i I z (Lg i Ell: � I w i I L ----- J AL El: I � I I I I N I I , I I co I I I i I I I cV I I --- Zo ----- 00 CK ---- E V-6v " c ER T�A E FLOOR ELECTRICAL PANEL NICHE AT CMU BLOCK WALL SCALE: 1/2" = V-0" NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION W i- _ °C �00i­- 5;E<o W Z) 0 I- cgUWw Q Z) W I- _ F- j J ct ,6LL000w Lu Q J wa=tea Z2zLLUJ �I-Qz0 cz-cz (� n N n o �i C c Qu c F C F c L c t c t L O 0 o c L t i t c U` z C Q � 0-1 0 t f ca j f cm i O o u� I�••I w a U IL I i w i FOU) O. o� w 0 U Zw O d rn c o,10 Z aaaaa DEC 22 2021 COMMUNITY; LINKS AT CALUSA SPRINGS PLAN # 6120 RELEASED: 12/29/21 SHEET A5•2 FLOOR ELECTRICAL PANEL NICHE AT CMU BLOCK WALL SCALE: 1/2" = V-0" NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION W i- _ °C �00i­- 5;E<o W Z) 0 I- cgUWw Q Z) W I- _ F- j J ct ,6LL000w Lu Q J wa=tea Z2zLLUJ �I-Qz0 cz-cz (� n N n o �i C c Qu c F C F c L c t c t L O 0 o c L t i t c U` z C Q � 0-1 0 t f ca j f cm i O o u� I�••I w a U IL I i w i FOU) O. o� w 0 U Zw O d rn c o,10 Z aaaaa DEC 22 2021 COMMUNITY; LINKS AT CALUSA SPRINGS PLAN # 6120 RELEASED: 12/29/21 SHEET A5•2 z Lo T' "L" FLASHING SCALE: N.T.S. 'HOOD SHEATHING i0 MIN. GRADE D PAPER BACKED .ATH OVER BARRICADE PLUS WRB OR APPROVED EQUAL) " THICK, 3 COAT CEMENT PLASTER METAL LATH .AP WRB & TAPE OVER ROOF/WALL )CREED IX5 "L" TYPE CONTINUOUS GALV METAL FLASHING (NAIL TO ROOF )ECK, NOT WALL SHEATHING) )NDERLAYMENT PER CODE ;AP SHINGLE - DO NOT NAIL, VSTALL WITH ROOF CEMENT IOOF CEMENT >HINGLE ROOFING NOTE: FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400 AS PER R703.4.1.4 (2020 FBC-RESIDENTIAL, 7TH EDITION) I.. FASCIA WRAP 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 c 2) SET P.T. WOOD BUCK OVER CMU WATERPROOFING IN URETHANE SEALANT. FASTEN PER PRODUCT APPROVALS. 3) APPLY LIQUID WATERPROOFING MEMBRANE OVER THE TC AND EXTERIOR FACE OF BUCK AND SILL CMU OPENING WATERPROOFING SCALE: N.T.S. 8" THICK, 3 COAT CEMENT PLASTER 60 MIN. GRADE D PAPER BACKED LATH BARRICADE PLUS WRB (OR APPROVED EQUAL) WRAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP z WRB APPROX. 1-1/2" ABOVE SHINGLES ROOF/WALL SCREED J 5X5 WALL FLASHING It in KICK -OUT FLASHING (SEE DTL. BELOW) W 7— ZD FELT UNDERLAYMENT AS REQ'D BY CODE SHINGLE ROOFING DRIP EDGE: OVERLAP 3", EXTEND BELOW SHEATHING, MECH. FASTEN 4" O.C. MAX. KICKOUT DETAIL SCALE: N.T.S. STEP 1 FOLE 0 FOLD @ FOLD INWARD @ PT. A STEP 3 0 Q 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 2 450 FOLD INWARD @ PT. A CREASE @ PT. B STEP 4 _® o 4 F WATERTIGHT SEAL.i'� �,TE FOLD. DO NOT CUT. "�•.C�c"cC R \ BOTTOM FLANGE FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C FOLD PT. C OVER PT. B TILL PT. C TOUCHES BOTTOM FLANGE rr W Lu �00i­- 5; EQO W Z) p H Q :D� F- 2 F— > J cr Ir YQF-Z ,bLL00(/5 Z ZZ z ~ Z J Q J M (L C- _3cnpOU p=ZlLc/ 2F-Qzo QQ cz''~ o� CC:� O �d� H O � Q 0 Z 0.0 u O(J) 0 O o wA z w a z 0 i t o � t Q I I I �o z QQQQQ I vw I SEC 2 2 202 I .r I COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6120 RELEASED: 12/29/21 SHEET t GYP i i z :n z 0 J z z L r 11 z z Q r D r z z L D D D r L r .0 n 2" PVC CONDUIT 2-2/0 COPPER 1-1/0 COPPER O OR 2-4/0 ALUMINUM 150 AMP 42 METER 1-3/0 ALUMINUM CIRCUIT MAIN 7 CIRCUIT #4 COPPER OR ALUM. BREAKER PVC 1/2" PVC CONCRETE ENCASED GROUNDED ELECTRODE T� 1� I i ELECTRICAL RISER DIAGRAM NOT TO SCALE r OUTLET FOR U/C REF. FIRST FLOOR ELECTRICAL PLAN SCALE: 1 /4"=1'-0" A/C DISCONNECT WP/ GFId ELECTRICAL METER (V.I.F.) ELECTRICAL KEY I DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET USB COMBO OUTLET WALL SWITCH 3 THREE-WAY SWITCH FOUR-WAY SWITCH KEYLESS LIGHT FIXTURE CEILING MOUNTED LED LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ckp VAPOR PROOF LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION © CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) COMBINATION SMOKE / CO2 DETECTOR Q SMOKE DETECTOR f4 TELEPHONE (OPTIONAL) Q TELEVISION (OPTIONAL) D7 ELECTRIC METER s ELECTRIC PANEL ­j 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 W 0 0 H >cr<0 W Z) 0 H w � � U < UJ — _ J YO�--z �Ii00U) Z Z Z ~ Z_ J Q J JU)000 Z=ZLLc_n �F—QzE CZ n gQ o 2 H 0 0 JL U Oi M--� 0 0 U 0 w w w x CL O_ 0� U)i w Uw O!� in wZ [a aaaaa COMMUNITY: LINKS AT CAI USA SPRINGS PLAN # 6120 RELEASED: 12/29/21 SHEET E F r4 -IN L9 00 T cc W ~O W z H WWZ0 >OCa0 WC)I— CC F-C) W W cn F- < D 2 F- > J 2 Ir 2 2 Y Q H Z ,6u-00U) Z -- i Q � J uj EL � U) 0 U =ZU-cn �-¢zo � � O 0 0 Z 0 U Im z w 0 a w x a 0 U) U) z Z r0.^ VJ 8 O �Z aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6120 RELEASED:12/29/21 SHEET pI,I r r, MASONRY LINTEL A55EMBL I EB 5EE 5GHEDULE AND 5PEGIFIGATION5 FOR APP'L INFO LQ Ji I- MIN. (1) G40UR5E/130ND I LQ J+ i -MIN. (1)OU GRSE/BOND t t BEAM ABOVE LINTEL t t BEAM ABOVE LINTEL. 6ROUT GROUT BOTTOM REINF. 0. I PREGA5T LINTEL W I Q I PRECAST LINTEL w/ EMBEDDED REINF. i EMBEDDED REINF. MB- I MB-2 '+ �- TOP COURSE, IF Qt i i t+� TOP COUR5E, IF t LQJ t m I LQJ t t t REOV PER ARGH. REQ'D PER ARGH. - -� TOP REINF. OR GONT. GONT. BOND BEAM BOND BEAM REINF. 6ROLI A5 REQD Rour 6ROff BOTTOM REINF. BOTTOM REINF. a. PRECAST LINTEL w/ .....: PREGA5T LINTEL W 4-DL EMBEDDED REINF. EMBEDDED REINF. MB-3 MB-4 MA50WR LINTEL DETAILS REINFORCEMENT MARK DE516MATION TOP BOTTOM 5HEAR REINFORGEMENT MEH 8F8-OB/OT ----- ----- MB-2 SF8-IB/OT ----- (1) #5 M15-3 SFIb-IB/IT (1) #5 (1) #5 MB-4 8RFI4-IB ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PRECAST CO., AND LOTT'S GONGRETE. NOTES: I. ALL LINTEL5 W 5PAN5 6REATER THAN 14'-O" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REQURIED. 3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55E1? LINTELS. 5. ALL REINFORGEMENT SHALL BE 61RADE 60, fy=60 k51 (a. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOCATED DIREGTLY ABOVE THE OPENIN6 BELOW SHEET L I BT 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 PB56-I 15TRUGTURAL DETAILS GENERAL STRUCTURAL NOTE5 FOUNDATION • DE51ON 15 BASED ON Ith EDITION (2020) FLORIDA BUILDING CODE. • FOOTIN6 DESIGN - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARIN6 CAPACITY OF 1,500 P5F. • 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)/4" DIA. x 23/4" LON6 TAPGON5 0 52" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY CORR05I0N-RE515TANGE GOMPATIBILITY OF HARDWARE $ FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED WOOD. GONTAGT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • CONCRETE DE516N BASED ON AGI 515. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE 5TREN6TH5 IN 28 DAYS, U.N.O.: f'c = 2,500 psi: ....... FOOTIN65 2,500 psi:....... SLAB5 ON 6RADE (INTERIOR 4 EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FIN15H 6RADE. • FOOTINGS AND SLABS ON 6RADE SHALL BEAR ON GLEAN, FIRM VIR61N 501L OR GLEAN FILL GOMPACTED TO A g5% PROCTOR VALUE • MINIMUM LAP SPLICES ON ALL REINFORGEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT P15GONTIN000S END OF REINF. • GROUT SHALL BE A5TM G4�6 F'c=3000 PSI w/ MAX 3/e" AGGREGATE • CONCRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE 5TREN6TH OF I100 P51 (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 El BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL AL16N WITH FOOTIN6 DOWEL BELOW. PROVIDE MIN 30" LAP 5PLIGE WITH FOOTIN6 DOWEL. • GROUT SOLID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" GONT. FULL LENGTH OF WALL w/ (1) #5 BAR GONT. (TYP. @ EXT. PERIMETER) • PROVIDE (1) #5 BAR 6ROUTED SOLID ON EACH SIDE OF ALL MASONRY OPENIN65 AND AT ALL WALL CORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLAGE AT THE TOP AND BOTTOM, SHALL BE LOGATED IN THE CENTER OF THE MASONRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-O" O.G. IN EXTERIOR WALLS. (A5 SHOWN 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 0 12-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE AS GL05E TO SQUARES A5 POSSIBLE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SPECIFICATIONS (T1 F. U.N.O.) DESCRIPTION OF BLD6. ELEMENT 3"xO.131" NAILS 3"x0.120" NAILS J015T TO SOLE PLATE (3) TOENAILS (5) TOENAILS* SOLE PLATE TO J015T/BLK'G. (3) NAILS 0 4" o.G. (5) NAILS 0 4" o.c. STUD TO SOLE PLATE (2) TOENAILS (3) TOENAILS* TOP OR 50LE PLATE TO STUD 2 TNAIL5 (3) NAILS RIM TO TOP PLATE TOENAILS 0 8" o.c. TOENAILS 0 6" o.c.* BLK'6. BTWN. JOISTS TO TOP PL. (5) TOENAILS (3) TOENAIL5* DOUBLE STUD NAILS 0 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE NAILS 0 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE LAP 5PLIGE q NAILS IN LAPPED AREA (II) NAILS IN LAPPED AREA TOP PLATE LAP 0 CORNERS INTER5EGTIN6 WALLS (2) NAILS (2) NAILS * 2Y2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"xO.120", SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE • ARE SHOWN) THIS MODEL HAS BEEN DE516NED IN ACCORDANCE WITH THE 7th EDITION (2020) FLORIDA BU I LD I N6 GODE (5EGT1 ON 160q) LATERAL DE516N REOU I REMENT5 FOR THE FOLLOWIN6 WIND SPEED � EXPOSURE ONLY: 40 MPH - EXP. B WIND I MPORTANGE FAGTOR = 1.0 INTERNAL PRESSURE GOEFF I G I ENT = ENGLOSED, +/- 0.0 ANY W I ND 5PEED/EXP05URE NOT L 15TED HERE REQU I RE5 FORMAL EVALUATION $ APPROVAL FROM M+K STRUCTURAL EN61 NEERI N6. EXTERIOR 4 5HEAR WALL SHEATHING SPEC I F I GAT I ON5 INDICATES LOCATION AND EXTENT OF 5HEARWALL WHIGH REQUIRES 5HEATHIN6 AND/ OR FA5TENIN6 SPECIFICATIONS BEYOND THAT OF 5TNDRD CONSTRUCTION SYMBOL SHEAR PANEL SPEC. 15/32" PLYWOOD OR 0513 FASTENED N/ PI 2Y2"xO.131" NAILS @ 6" o.G. ALONG PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. 15/52" PLYWOOD OR 0513 FASTENED w/ P3 2y2"xO.131" NAILS @ 3" o.G. ALON6 PANEL ED6ES AND 12" o.G. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALLS w/ 15/32" PLYWOOD OR 05B FASTENED w/ 2Y2"x0.131" NAILS @ 6" O.G. AT ALL PANEL E06E5 AND @ 12" O.G. AT CENTER. (U.N.O. ON PLANS) 1. ALL PANEL E06E5 SHALL OGGUR OVER FRAMIN6 OR 2X BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL ED6E AND FA5TENIN6 2. ALL 5TRUGTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMIN6 @ I6"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALLS SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER w/ 3Y2"x0.131" NAILS @ I6"o.G. USE (8) 3Y2"x0.131" NAILS @ EA. LAP 5PLIGE. (TYP. U.N.O.) 4. LATERAL ANALYS;5 ASSUMES ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENIN65. 5. SEE ARGHITEGTURAL DRAWIN65 FOR ADD'L WALL GON5TRUGTION REQUIREMENTS. 6. ALL EXTERIOR WALLS ARE GON51DERED 5HEARWALL5. 1. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMIN6 MEMBERS. 8. A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENINGS ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LON6 AS THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 EDGE NAILIN6 REQUIRED AND OCCUR 16" MINIMUM FROM THE ENDS OF THE 5HEARWALL. q. ALL 5HEATHIN6 PANELS TO MEET U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 WITH 32/6 SPAN RATIN6 (MAX.) 10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE ARGHITEGTURAL PLANS, THE 5HEATHIN6 USED IN THE -FIRE RATED ASSEMBLIES SHALL BE NOMINAL t;/:32" THICK, APA RATED 5HEATHIN6 b EXPOSURE 1 056 OR PLYWOOD PER U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 IN AGGORDANGE WITH THE UL DE516N5 5PEGIFIED. Window $ Door Allowable Wind Pre55ure5 40 MPH Wind Zone Ex o5ure B®° OPENING 51ZE INTERIOR ZONES END ZONES 6 Garage Door +18.5 P5F/-20.q P5F +18.5 P5F/-20.q P5F 16' Garage 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 PSF/-26.4 P5F 50 SOFT. +lq.O P5F/-20.8 P5F +Iq.O P5F/-23.q P5F 100 SOFT. +15.0 P5F/-Ici.B PSF +18.0 P5F/-22.0 PSF 500 SOFT. +15.8 P5F/-11.6 P5F +15.8 P5F/-11.6 P5F (DEnd Zone i5 defined a5 the Smaller of 10% of least horiz. dim. or 40% of mean roof height. ®Pres5ure5 have been derived from 2020 FBG Table R301.2(2). ©Pre55ure5 charted here are allowable pre55ure5 and have been reduced per A5GE 1-16 section 2.4.1 from ultimate pre55ure5. Divide allowable pre55ure5 above by a factor of 0.6 for ult. pre55ure5. ROOF FRAMIN6 • SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF SHEATHING SHALL BE 1/16" MIN. 05B/PLYWOOD SHEATHING 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 $ 0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRAG TRUSSES w/ RIN6 SHANK NAILS 0 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALONG PANEL EDGES AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED E06ES. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND GONTINUOU5LY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW w/ 51MP50N VTGR CLIPS 0 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRUSS MANUFACTURER, UNLE55 OTHERN15E NOTED. • ERECT AND INSTALL ROOF TRUSSES PER WTGA 6 TPI'S BG51 I GUIDE TO 600D PRACTICE FOR HANDLING, IN5TALLIN6 4 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 TRUSSES w/ 2x4 LED6ER FASTENED TO FRAMIN6 w/(2) 3"xO.131" NAILS 0 16" O.G. UPL I f'2T GONNEGTORB BEARING CONDITION TRU55LEN6TH CONNECTOR < 15' 51MP50N H2.5T 5IN6LE ROOF TRU55 BEARIN6 ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRUSS BEARING ON ALL SIMPSON HT520 WOOD STUD WALL/WOOD BEAM SINGLE ROOF TRUSS OR PORCH ALL 51MP50N HETAI6 BEAM BEARIN6 ON GMU WALL ROOF 6.T., FLUSH BEAM OR ALL (2) 51MPSON HETAI6 FLUSH 6.T. BR6. ON GMU WALL ALL BEARIN6 POINTS OF EACH ROOF TRUSS SHALL BE GONNEGTED WITH GONNEGTOR AS LISTED ABOVE. IT 15 THE RE51PON51BILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DES16N STANDARDS FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRUSS UPLIFT GONNEGTORS IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWING SHALL SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR SPECIFICATIONS AND LOADS SHOWN ON THE SHOP CARDS. LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL 1: • :::.:::1 EXTENT OF OVERFRAMIN6 L'-'-'-'J •�- - - —INDICATES I/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HAN6ER INDIGATES POST ABOVE. PROVIDE SOLID BLOGKIN6 UNDER POST OR JAMB ABOVE 6ENERAL 5TRUGTURAL NOTE5 • DE516N 15 BASED ON 7th EDITION (2020) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON ND5, "NATIONAL OE516N SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DE51611 LOAD5: ROOF LIVE = 20 P5F DEAD = I P5F T.G., 10 P5F B.G. LOAD DURATION FAGTOR = 1.25 FLOOR LIVE = 40 PSF (INGLUDIN6 STAIRS $ DECKS) = 30 P5F @ 5LEEPIN6 AREAS = 50 P5F @ 6ARA6E = 200 # POINT LOAD @ GUARDS/HANDRAILS = 50 P5F @ GUARD IN -FILL GOMPONENT5 DEAD = 10 P5F (20 P5F TOTAL @ TILE) WIND ULTIMATE WIND SPEED $ EXP05URE A5 L15TED RI5K GATE60RY II 6ENERAL FRAMIN6 • EXTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x 5PF#2 OR 5YP#2 0 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 0 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE GON5TRUGTEO WITH 2x 'STUD' GRADE MEMBERS SPACED 0 16" O.G. (MAX). • ALL NON-BEARIN6 INTERIOR STUD WALLS SHALL BE GON5TRUGTED WITH 2x '5TUD' 6RADE MEMBERS SPACED @ 24" O.G. (MAX.). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x KING STUD, MINIMUM. - THE NUMBER OF STUDS 5PEGIFIED AT A SUPPORT INDICATES THE NUMBER OF JAGK 5TUD5 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 BEAMS $ HEADERS W/ 3-ROW5 OF 3"xO.131" NAILS 0 12" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FACES 0 3-PLY OR MORE GONDITION5. UTILIZE 2 ROW5 OF NAILS FOR 2x6 & 2x8 MEMBERS. • FACE NAIL BUILT UP 2x POSTS W/ 3"xO.131" NAILS 0 16" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FAGE5 0 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION SPEGIFIGATION5 TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALLS w/ 1116" 05B FASTENED w/ 2Y2"xO.131" NAILS @ 6" O.G. @ ED6E5 $ 12" O.G. @ CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL EDOE5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE SOLID BLOCKING IN FLOOR SYSTEM UNDER ALL P05T5 CONTINUOUS TO FOUNDATION/13EARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 p5 i; E=1.55x 10'6 p5 i • LVL - Fb=2600 psi; Fv=285 psi; E=2.0x10'6 psi • FOR 2 $ 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OF 3"xO.131" NAILS 0 8" OIG OR 2 ROWS Y4"x3Y2" 51MP50N SOS 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 FAGE5 FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/5GREW5 2" FROM ED6E. SOLID 3 Y2" OR 5 Y4" BEAMS ARE ACCEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 $ 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OF Y4"xb" 51MP50N 5D5 5GREW5 (OR 6 3/4" TRU55LOK 5GREW5) 0 16" OIG. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FAGE5 (ONE SIDE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM E06E. A SOLID 7" BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL STUDS IN CONTACT w/ GMU WALL5 SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LON6 TAPGON5 @ 24 O.G. FLOOR FRAMIN6 • I-JOI5TS/TRUS5E5 SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HANGERS SHALL BE 5PEGIFIED BY I -JOIST /TRU55 MANUFAGTURER, UNLE55 OTHERWISE NOTED. • I-JOIST/TRU55 SHOP 1W55. SHALL BE SUBMITTED TO ARCH. 4 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 FRAMIN6 MEMBERS W/ 6LUE AND 3"0.131" NAILS 0 6" O.G. AT PANEL E06E5 8 12" O.G. AT INTERMEDIATE SUPPORTS. �,q®111 seal: ��.� ° F No ° °A T�� OF s;f ©copyright:MULI� �1� Structural Engineering, Inc. z tJ w w Z c C" z wQ Oa.. J V .n W F_ C/3 j Q Z > A o tJ W Y o p y ca m t% cc C■ N M d M&K project number: 068-200 1 1 project mgr: J S B drawn by: DJ R issue date: 12-1 5-2 `j REVISIONS: date: initial: 4 O M W L- 0 W � z 0 a d U U W F- 0..� J J sheet: SW0.0 40 O n seal .%11 F m °m 21' 4" ®4 12" WIDE GONG. • INTERIOR BEARIN6 WALL o o. LANAI SLAB: TURNDOWN 3 y2" GONG. SLAB ON 6RADE (2500 P51 MIN.) 2 • C = = _ _ BEARIN6 WALL ABOVE °®®�a AT EXTENDED BELOW GRADE MIN. 12" w/ 6x6-W1.4xW1.4 MESH OR FIBER MESH ON HVAG 5D-I UNIT • BEAM HEADER ''j�Q' • a®®� " q5% COMPACTED FILL OR VIRGIN 501L. • M LOGATION AND EXTENT OF 5HEARWALL co �'� o pY�9 2021 • ;;:;i EXTENT OFOVERFRAMIN6 L _-� 5trudural inln . • • r • • �.b-------- `�,�----- —--------- y2 STEP---------� CM ®- Z N —INDIGATE5 I/8"A" 5AW GUT CONTROL JOINT °C W Q- I q 5D-I INDIGATE5 LOCATION OF REINFORCED GMU GORE Z o —Cn z �� I I (5EE NOTES) Q 5D-I 5D-I 3" STEP y2 I I J L METAL HAN6ER M + aw l _ .__ .. ... _............ _._ ._ ._..... __ ...... _ _. _.._ ...._ ,.,.. .........__,,_:._......._, .. • • • • • • 1 1_.._. INDIGATE5 P05T ABOVE. PROVIDE SOLID °c E E � : v r — — — — — — J I BLOGKIN6 UNDER P05T OR JAMB ABOVE. CSoL ' I REFER TO 5-0.0 FOR TYPICAL lJJ J m 5TRUGTURAL NOTE5 5GHEDULE5 e a FRENCH DOOR RECESS I `� W y ` PER MANUFACTURERS I o 09 • I N5TRUGTI ON I I CO LU C N coa i � I I i I NOTE: REFER TO BLOCK I PLAN FOR ALL DOWEL i I w M&K project number: 068-200 1 1 LOCATION DIMENSIONS. i �t project mgr J S B drawn by: DJ R CONCRETE SLAB: ( • issue date: `� 2� `� ��2 `� I � 3 y2�� GONG. SLAB ON I i 6RADE (2500 PSI MIN.) w/ I REVISIONS: 6x6-WI.4xNI.4 MESH OR I date: initial FIBER MESH OVER 6 MIL; • POLY ON q5% GOMPAGTED • ( I FILL OR VIRGIN SOIL. 0�`+ 2 5D-I I 5D-I Cz CU I 20'-0" 20'-0" r 3 y2 STEP - 4 4 I • I o I I 3 y2 STEP fZ 0 o � GARAGE SLAB: I sm I \ 3 y2" GONG. SLAB ON 6RADE I LPL. 7 I (2500 P51 MIN.) W/ 6x6-W1.4xW1.4 5D-1 I MESH OR FIBER MESH OVER 6 I T , T U? w MIL. POLY ON q5% GOMPACTED U r- — -3 y2STEP FILL OR VIRGIN SOIL. I Q Z • l I - fx a (9 I I SD- I N co Z co _ I W U W I d U) �j _ S SD- I---------- 0 Z 1--i J 2 3 1 I 5LA PLAN sheet: 5D I 14�_0�� 5D-1 5D I 5�_4�� 20'_8n SCALE: 1/4"= I'-O" (22x34 SHEET) SCALE: I/V'=1'-0" (IIxI1 SHEET) Fm1 0'-0" 10 0 r— - I N CL] 0 m � 0 r li N 401_011 18'-811 211-411 41_211 41-611 2✓ Cl1-011 1-41111 5141 5141 51 0-1 -jM' BCl-1 i 5-2" 5'-6" 2'-4" 16'-0" 2'-4" 141_011 51-4" 401 20'-811 401-011 I i t- BLOCK PLAN SCALE: I/4"= I'-0" (22x94 SHEET) SCALE: 1/5'*'-0" (IlxI1 SHEET) LEGEND • ® INTERIOR 13EARIN6 WALL • = _ _ = = BEARIN6 NALL ABOVE • BEAM / HEADER • M � m LOCATION AND EXTENT OF 5HEARNALL EXTENT OF OVERFRAMIN6 ------INDICATE5 I/8"A" 5AW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HAN6ER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. MA50NRY LINTEL DETA I L5 REINFORCEMENT MARK DE516NATION TOP BOTTOM 5HEAR REINFORCEMENT MB-1 5F8-013/OT ----- ----- MB-2 SFS-IB/OT ----- (1) #5 MB-3 896-I1E/IT (1) #5 (1) #5 MB-4 8RFI4-IB ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S CONCRETE. NOTE5: I. ALL LINTEL5 W 5PAN5 6REATER THAN 14'-0" 5HALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTEL5 A5 REOURIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORGEMENT 5HALL BE GRADE 60, fy=60 k5i 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTEL5 ARE TO BE LOGATED DIRECTLY ABOVE THE OPENING BELOW MASONR`I' LINTEL A55EMBL I E5 5EE 5GHEDULE AND 5PEGIFICATION5 FOR ADD'L INFO rr--�, '+� MIN. (U GOURSE/BOND I � 'tom MIN. (1) GOUR5F_/BOND LQJ i BEAM ABOVE LINTEL I L4J i BEAM ABOVE LINTEL GROUT 6ROUf BOTTOM REINF. I Q I PRECAST LINTEL w/ PREGA5T LINTEL w/ i- EMBEDDED REINF. EMBEDDED REINF. MB-1 MB-2 TOP COURSE, IF TOP COURSE, IF L4J m i L4J � REQ'D PER ARCH. V REOD PER ARCH. TOP REINF. OR CONT. CONT. BOND BEAM BOND BEAM REINF. 9 REINF. AS REQb 6ROUT 6ROUr _ BOTTOM REINF. a ,..;... BOTTOM REINF. PRECAST LINTEL w/ PREGA5T LINTEL w/$ EMBEDDED REINF. #- -1 EMBEDDED REINF. MB-5 ry M13-4 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES � SGHEDULES Fr - seal: _ s 9o®O S A 4 e �o AT OF © copyright: MU` ezgz• asZ .J FC w w Z c c0C" Z w aa- J Z= U A t�Q UJ r-- CD 03 .S =a mE J� >A ao Z W �o Y op y W M LO CD N OC a IV M&K project number: 068-2001 1 project mgr: J S B drawn by: DJ R issue date: 1 2-1 6-2 `j REVISIONS: date: initial: J W O O z � a (L Y W � U O J M a sheet: d Q 0 TJ w �W V z x CL W W r� V N U) 0 Z J J F11111111112 . 0 (11 4x6 POST W/ FASTEN INTERSEGTIN6 51MP50N BG46 GAP DROPPED BEAM5 TO P05T _4 ABA46Z BA5E PER DTL U/5D-2 II DROPPED BEAM 4x6 P05T W/ 51MP50N REAR LANAI DROPPED BEAMS: (2)2xl2 W/y2" OSE PLYWOOD BTWN. PLY5 (TYP. OF 3) DROPPED BEAM ABA46Z BASE w 51MP50N HUG412 FA5TENED �Q F11 BACK TO GMU BLOCK W/ I w 51MP50N TITEN SGREW5 oU- o0 W LL vw P6 ILV i \ \ ----- ---VrN�p I 0 all INE1 91WIMMMIMEN1 I 111M 1� oil I IN 11 I 'HIP'" 61RD—ER Tf�U55 IN U. LL -. paa KIM 1 104% �Imw I 101MIMIM L U L N LL LU U— LEGEND • ® INTERIOR BEARING WALL • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL I: :I EXTENT OF OVERFRAMIN6 L_—__J • INDIGATE5 I/8"xl" SAW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HAN6ER INDICATES P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. RCC� SRAM I NG FLAN SCALE: I/4"=1'-0" (22x34 SHEET) SCALE: I/8"=1'-0" (IIxl7 SHEET) seal: ROOF FRAMING 0 o * '" • SEE ROOF TRU55 UPLIFT GONNEGTOR SGHEDULE FOR ALL ROOF TRU55 CONNECTORS. °, AT OF • ROOF SHEATHING SHALL BE 1/16" MIN. 05B/PLYWOOD SHEATHING 24/b, ,''oQ�` '•e to EXPOSURE 1. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 %"x0.113" RIN6 SHANK NAILS (R5R5-01 OR EGUIV.) ® 6" O.G. AT PANEL ED6E5 ® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END $ DRA6 © copyright: 424 TRUSSES w/ RIN6 SHANK NAILS ® 3" O.G. (U.N.0). PROVIDE BLOGKIN6 a c0 ALONG PANEL E06E5 AT FIRST 2 TRU55 BAY5 FROM 6ABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED ED6E5. Z mi CC LU • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. = z CJ • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ c Z Q 51MP50N VTGR GLIP5 ® 24" O.G. LU °- J � • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 MANUFAGTURER, UNLE55 OTHERWISE NOTED. Q EE z Q • ERECT AND INSTALL ROOF TRU55E5 PER WTGA I TPI'5 BG51 I = o, "GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING BRACING w UJ OF METAL PLATE CONNECTED WOOD TRU55E5." cn • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6. m� a A FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. < Z o • SUPPORT PORCH 4 SHORT SPAN ROOF TRU55E5 w/ 2x4 LED6ER _! -COD W Y CP FASTENED TO FRAMIN6 w/(2) 3"xO.131" NAILS ® 16" O.G. a o y M W C N Cn M UPLIFT CONNECTORS BEARIN6 CONDITION TRUSS CONNECTOR LEN6TH < 15' 51 MP50N H2.5T SINGLE ROOF TRU55 BEARIN6 ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61PDER TRU55 BEARIN6 ON WOOD STUD WALL/WOOD BEAM ALL SIMPSON HTS20 51N6LE ROOF TRUSS OR PORCH ALL 51MP50N HETAI6 BEAM BEARIN6 ON GMU WALL ROOF 6.T., FLUSH BEAM OR ALL (2) 51MP50N HETAI6 FLUSH 6.T. BR6. ON GMU WALL ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR AS LISTED ABOVE. IT 15 THE RESPONSIBILITY OF THE EN6INEER OF RECORD TO DE516N THE UPLIFT GONNEGTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 GON5TRUGTION". MW HAS EN6INEERED ALL ROOF TRUSS UPLIFT GONNEGTOR5 IN AGGORDANGE WITH THE REGUIREMENT5 OF A5GE-1-16. ALL UPLIFT GONNEGTOR5 AND LOADS PER THI5 DRAWIN6 SHALL SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR SPECIFICATIONS AND LOADS 5HOWN ON THE SHOP CARDS. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES $ SCHEDULES IV M&K project number: 068-2001 1 project mgr: J S B drawn by: DJ R issue date: `] 2- 1 5-2 1 REVISIONS: date: initial: Z J a W � Z Q Q Lt. W LL, O —� 0 � sheet: Q 0 LL cD z x a W LQ U 0 Z J J Sm 1 .3 -4 FILLED CELLS 16"x8" THICKEN EDGE W/ (2) #5 :_3 GONT. THICKENED EDGE @ 6ARA6E DOOR DETAIL SCALE: NTS 8" GMU BLOCK 8" WIDE GONT. GONG. CURB (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL w GARAGE SLAB MIN. 30" GROUT DELL } (SEE PLAN) SOLID L d III —III —III —III 0 6RADE III —III III-111 I I' ,F�1111'I I I —III ImI I . - � '-1 I I=1 11= ° I I I=1ii=-(I) #5 DOWEL W/ 6" HOOK AT _ II — I I=III=I' ALL VERT. WALL REINF. III=� III=III = III I I 1(SEE PLANS FOR LOCATION) 1=1II—III—III—I - GLEAN COMPACTED FILL ® q5% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR-5 G�R�GE CURB DETAIL SCALE: NTS 8" GMU BLOGK----_ BEYOND EXTERIOR DOOR MTL. THRESHOLD SET IN SEALANT PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLANS) —� R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) PER MANUF.. —I 11=1 I 11=1I 1= . =1 I MI I I-_ cx IIII—III=1 I I= , '—III—I -� III-1 I a a° I—III—III=1 I I- ' —I I —I m III I I d.—III=1 11= L 1=1 — III —I 11= m w W III I I III —III —III III— ' —I I 1=111-111=I I 1-1 MONOLITHIC GLEAN COMPACTED " I III =11 �= I I' FOUNDATION W/ (2) #5 FILL ® q5% STANDARD WI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS a, EXTERIOR OUTSW I N6 I$ 56D POURED SILLS DETAIL 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID z< L Y a� (3GRADE 1�1=1�1=c�1 '-111111�1�11 R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR 5TRIP5 -PER BUILDER HOUSE SLAB (SEE PLAN) ° ° III —ICI —ICI I MI I MI I I —I I I- II —III —III —III— Iilllll�lllll�lllll- 1 I_=I 11— e III I �1) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. 11 III=1 I=III _� I I (SEE PLANS FOR LOCATION) GLEAN GOMPAGTED 11, ;; 1111 FILL ® q5% MONOLITHIC FOUNDATION STANDARD DENSITY WI TH N1(2) #5 GONT. ON CHAIRS 2-STORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS ro,POOTIN& 5ECT1 ON !N/ BLOCK DETAIL SCALE: NTS 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL BEYOND OVER %" FURR STRIPS EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (SEE PLAN) PAVERS (SEE PLANS) o d III —III —III —III a � III—III=III—II1=11' =1 11=1 1 1= 1=1 I g I I —I 11=1 I I —I 11—' °I- 1=1 I III —I I-1=1 1I- ' II III I =1=—I=II—II—II I —II ' '— MONOLITHIC GLEAN COMPACTED =I I �_ 11' FOUNDATION W/ (2) #5 FILL ® q5% STANDARD WI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-STORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS ENTRY DOOR DETAIL 6 WALE: NTS 3 Y2" GONG. ZA ^ a w/ WWF OR FIBERME5H RI OVER 6 MIL. VAPOR BARB THICKENED 5LA5 @ RECE55 DETAIL 0 PATIO/PORGH/LANAI SLAB (SEE PLAN) 8"x8" THICKENED — SLAB W/ (1) #5 CONT. THICKENED EDGE DETAIL 3 SCALE: NTS 8" GMU BLOCK- (1) #5 VERT. FROM FT6. 1 BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLAN) kzf `r EXP JOINT - v m R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) d d - e � I —III —III —I 4 a I=1I1=1II—II1-1I i'- 1=1 (1) #5 DOWEL W/ 6" HOOK AT _ III —III- ALL VERT. WALL REINF. III=1 I I —I 11=1 I III- (SEE PLANS FOR LOCATION) GLEAN GOMPAGTED -� I„ 11 I I —III —III . FILL a q5% III- I I— MONOLITHIC FOUNDATION STANDARD DENSITY WI TH W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL SCALE: WS Y2" GYP. BD. EA. 51DE OF 2x4'S ® 16" O.G. Y2" J-BOLTS 6" FROM EA. v END OF WALL AND SPACE ® 52" O.G. 2" W' MIN. EMBED) STUD PLATE TIES PER 5 PT BOT. PLAN ® STUD TOP 8 PLT. BOT. Q ° ° � a d , G (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 SUBJECT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE 5UGH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. 4 GARAGE 5TEP DOWN DETAIL SCALE NTS 8" GMU BLOCK FR E30ND BEAM. LAP W FOUNDATION DONEL MIN. 1" 5ROUIT CELL SOLID �s .� 6.'•r R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) seal: �. e e° `k ° No 7 �* T © copyright : MULI 20 1 Structural Engm In 9nc.CD M z JC= W W Z c Z r- w a _' Z= Q� C) O. Q3 W � = j =� mE a Q. a) o Z o W Y 0 0 to y m6 W C N C■ CY) M M&K project number: 068-2001 T project mgr: JSB drawn by: DJ R issue date: 1 2-1 5-2 `I REVISIONS: date: initial: ' I — III —III III —III —I PVG GHA5E SLEEVE TO BE e TWIGE THE DIAMETER OF �I I III —I I1=1I I I =1I I PROTEGTED PIPE � II -III III=III-III- ' GLEAN COMPACTED III=1 I L-I FILL @ q5% MONOLITHIG FOUNDATION STANDARD DENSITY 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 E DET� I LD�A : NTS sheet: SDm I SCALE: NTS SCALE: NTS FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 2 3/8"xO.113" RIN6 SHANK NAILS - 6" O.G. jA 2x6 FASC -SEE ARCH 8" GMU BOND BEAM W/ (1) #5 GONT. 8" REINF. GMU WALL -SEE PLAN FOR VERT. d HORZ. REINF. SPECS ROOF TRU5 -SEE PLAN (2)3 Y2"x0.131" 8" GMU BOND BEAM wl (1) #5 BARS GONT. 8" REINF. GMU WALL - -SEE PLAN FOR VERT. HORZ. REINF. SPECS SECTION SCALE: 3/4"=1'-0" PROVIDE 50LID SHIM BETW'N TRUSS CONNECTOR IF TRUSS LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRUSS 15 6REATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. 5 SHANK SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR GONNEGTOR 5PEGIFIGATION5 PROVIDE MOISTURE BARRIER PLATE (PER TRU55 MANUF.) EACH TRU55. VERT WALL REINF. TO EXTEND INTO BOND BEAM HIP 6.T. 2x4 FLAT BLOGKIN6 @ 16' o.c. FASTENED TO BOND BM. w/Y4" DIA. x 3Y4" TAPGON ROOF TRUSSES -SEE PLAN (2)3 Y2"x0.131" 2x4 @ I6"o.c. FASTENED - TO 6ABLE END TRUSS w/ (2)3"xO.131" TOENAILS. 6ABLE END VERTICAL WEB - REINFORGIN6 AS REQURIED BY TRU55 MANUF. 2x8 P.T. PLATE FASTENED — TO BOND BM. W/Y2" DIA. ANCHOR BOLTS @ 32" O.G. WITH 7" (MIN) EMBEDMENT. EXTERIOR 5HEATHIN6 E06E NAILING - 2)'2"xO.131" NAILS ® 6"O.C. FASTEN BOTTOM CHORD \OF TRU55 TO P.T. SILL PLATE Ni Y4" DIA. x3Y2' LONG 505 5GREW5 @ 16" o.c. PROVIDE MOISTURE —/ BARRIER PLATE BELOW WOOD MEMBERS ON GMU (PER TRU55 MANUF) 8" GMU BOND BEAM w/ (1) #5 BAR GONT. 8" REINF. GMU WALL -SEE PLAN FOR VERT. HORZ. REINF. 5PEG5 FASTEN 5HEATHIN6 TO 2x4- BLOGKIN6 w/ 2 %"x0.113" RING SHANK NAILS @ 4"O.G. 2'-0" MIN ROOF 5HT6 SHALL BE GONT. 24" MIN ONTO. ROOF 2x4 BLOGKIN6 w/ (3)3 Y4"x0.131 " TOENAILS EACH END (4) 3 Y4"x0.131" NAILS L2x4 BRACE w/2x4 T-BRACE, L PROVIDE 2x4 BLOGKIN6 @ 4e SPACED ®4 -O O.G. MAX. O.G. IN FIRST (3) BAYS OF FASTEN 2x4 TO 'T' w/ 3Y4"x0.131" ROOF TRU55E5-GUT TO FIT NAILS ®12" O.G. TIGHT BETWEEN TRUSS BOTTOf (NOT REQ'D AT TRU55 HEIGHTS GHOR05 AND NOTCH AROUND W\ 4'-1" OR SHORTER) SILL PLATE FASTEN DRYWALL TO VERT WALL REINF. TO BLOGKIN6 w/ 5GREW5 EXTEND INTO BOND BEAM /NAILS 6" O.G. SECTION 2 SCALE: 3/4"=1'-0" 5HT6. TO HIP .113" RING 6" O.G. VALLEY SET OVERFRAMIN6 - UPLIFT CONNECTOR -SEE PLAN - HIP JACK TRUSSES FASTEN EACH OVERFR TRU55 TO TRU55 BELO! FASTEN BOTTOM CHORD OF C7YMTH (1) 51MP50N VTGR TO TOP OF WALL w/ 51MP50N @ 24" O.G. 8 GMU BOND BEAM w/--1 H6AMIOKTA GLIP @ 48"O.G. VERT WALL REINF. TO (1) #5 BARS GONT. (CONNECTOR INGL'D IN PAGKA6E) EXTEND INTO BOND BEAM 8" REINF. GMU WALL VERT WALL REINF. TO EXTEND INTO BOND BEAM C -SEE PLAN FOR VERT. SECTION � HORZ. REINF. SPECS SCALE:3/4"=I'-0" q SECTION SCALE: 3/4"=1'-0' BOND-BEAM -GONTIN. PRECAST HEADER -------'- 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE GA5T-GRETE WINDOW SILL, WINDOW SILL, OR EQUIV. OR EQUIV. DOUBLE WINDOW MA50NRY PIER DETAIL L SCALE: NTS TRIPLE WINDOW SIM. TYP I CAL OVERPRAM I NG CONNECTION DETAIL SCALE: N.T.S. PROVIDE SOLID SHIM BETW'N TRU55 CONNECTOR IF TRUSS LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRUSS 15 6REATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 2 %"xO.113" RIN6 SHANK NAILS @ 6" O.G. SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS 2x6 FASCIA -SEE ARCH REINF. MASONRY LINTEL/ BEAM - - SEE PLAN FOR SPECIFICATIONS. MAIN ROOF 5HEATHIN6 MAIN ROOF TRIJ555 NOTES: I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW/DOOR, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/(b"x4" TAPGON5 6" FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM E06E OF BUCK. 2. BUCKS LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. STRUCTURAL CONNECTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN THI5 CASE. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X BUCKED OPENING, USE (5) ROW5 OF 3"x0.131" NAILS 5TA66ERED @ 12" O.G. EA. SUCCESSIVE BUCK. 4. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FA5TENIN6) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROW5 OF 2 Y2"xO.131" NAILS @ 16" O.G. FASTEN WINDOW/DOOR TO 2X PER BY WINDOW/DOOR WINDOW/DOOR MANUFAGTURER'5 SPECS. MANUFACTURER W I NDONDOOR BUCK DETAIL SCALE: NTS .' CONNECT EACH END OF MASONRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL w/ 24" LEC75 3 SECTION SCALE: 3/4"=1'-0" ALL LAPS IN MA50NRY 25" - RUNNING BAR N w fY 4 } #5 BENT CORNER BAR 6ROUTED CELL TYP. CORNER VERT. WNALL RE I N�ORC I NCG DETAIL SCALE: NTS 2x6xl2" OR Ck OF OPENIN6 2X8X12 P.T. CENTER BUCK _N\_1_ f � I I IL PROVIDE SOLID SHIM BETW'N TRUSS 4 CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRUSS 15 6REATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO 2x FASCIA TYPICAL RETROFIT DETAIL P. -SEE ARCH FASTEN EXTERIOR 5HEATHIN6 TO 2x4 BLOGKIN6 IN EA. TRUSS BAY w/ 2 Y2"x0.131" NAILS @ 6" O.G. FASTEN EA. 2x4 BLOGKIN6 IN EA. TRUSS BAY TO BOND BM. w/(4) HILTI ON112P8 PAF'5 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. HORZ. REINF. 5PEG5 SECTION ROOF TRU55E5 -SEE PLAN UPLIFT CONNECTOR -PER SCHEDULE VERT WALL REINF. TO EXTEND INTO BOND BEAM (1) #5 IN BOND BEAM -------------- } PRECAST LINTEL, SEE PLAN FOR SPECIFICATION VERTICAL REINFORCEMENT PER PLAN (1) #5 VERTICAL IN GROUT FILLED CELL 4x6 P.T. POST PROVIDE (1) (IF REQ'D PER PLAN) SIMPSON L5TAI8 STRAP ON EACH EXTERIOR FACE OF POST, q" MIN END LENGTH DROPPED BEAMS PER PLAN NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND 51ZED PER NOTES VERT. RE I NPORC I NG DETA I L SCALE: NT5 NOTES: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. SIMPSON ET EPDXY). SEE TYP. FOUNDATION 2. PROVIDE %" DIA. HOLE FOR DETAILS FOR ADDITIONAL DOWEL, BLOW OR BRUSH GLEAN. INFORMATION NOT 5HOWN 3. FOLLOW MANUF. INSTALLATION HERE INSTRUCTIONS. FUTURE 8" GMU BLOCK #5 VERT. BAR TO BE 3/8" DIA. ANCHOR —� DRILL 6" INTO EXI5:---\j I LOCATED PER PLAN SLAB, EPDXY d DRIIN GROUTED CELL #5 DOWEL, PROVIDE MIN. 2X4 P.T. TOP BUGK 30" LAP SPLICE I I N I I z 2X(6 OR 2X8 P.T. BUCK Q EACH SIDE OF OPENIN6 -VERIFY CONN. REQ'MT w/ ° DOOR MANUFACTURER PROVIDE (5) %" DIA. J-BOLT W/ 5Y2' 6RADE a I I—III=III=1 I II III. EMBEDMENT AT EACH DOOR BRACKET, -1 I I —I I I —I I J—I I I ° I —I 1=1 I I —I I I- EAGH 51DE OF DOOR. PROVIDE 012"Ab" p . I —I 1- —ICI—I��—III ICI—ICI-1�1- THICK WASHER W/ EACH ANCHOR (15T BOLT TO BE 8" MAX ABV CURB REST EQUALLY I —I —III I - REAR WOOD LANAI TYP. BEAM TO POST CONN. SCALE: 3/4"=1'-O" seal: ® m o o c OF Ira 0 Ni 2021 © copyright : MULHE�q� LPG` Structural Engineering, Inc. Z M JLU w w Z c CDrn z w J 0- i Q z� Q o c? H U ♦ EL ac Wcr tEi -o cc •5 cn x °O E Q J� Q CD CD LU Y CEO p o cc�QQ y W m �h �o N ci'i M Q. M&K project number: 068-2001 1 project mgr: JSB drawn by: DJ R issue date: 1 2- `j 8-21 REVISIONS: date: initial: SEE DETAIL I ON STRUCTURAL PLANS FOR ADDITIONAL GONNEGTION INFO NOT 5HOWN HERE Q -FASTEN EA. ROOF TRU55 TO GMU w/ 0 51MP50N M5TMI6 TW15T STRAP. FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 U. Y4" LON6 TITEN 5GREW5 rQ - PROVIDE MOISTURE BARRIER PLATE (PER TRU55 MANUF.) @ �...� T,T W 0 EACH TRU55.. T T T - PROVIDE 2x FLAT BLOGKINC6 FIT T16HT TO ROOF TRUSSES ® EVERY OTHER BAY 0 a IL x FASTENED TO GMU wl (3) Y4" DIA. x 3 Y2" LONG TAPGON5. FASTEN BLOGKIN6 TO ROOF n v! TRUSSES w/ (2) 3 Y4"x0.131" NAILS ®EA. END. Z) A. SPACED APPROXIMATELY 24" O.G.) — I I— II �,I i = RETI I T PETAI L I—' W U —III. III,,,III,;,III P n-, n SCALE: 3/4 -I -0 START BOLTS AFTER 6ARA6E CURB 0" MAX.) R GEDOOR BUGK DET,� I L&vL ALE: NTS M 155ED DOWEL RETROFIT DETAIL SCALE: NTS SIM. ® GMU STEM FOR DROPPED 6RADE LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REOU I RED ALL APPLICABLE AREA5. THESE WHERE 5PEG1 E I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. J cv u�i U) sheet: SDW2 tl 0. f(5-