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HomeMy WebLinkAbout36831 Yesler DrA m A A ABBREVIA'T'IONS 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 ANGLE MIN MINIMUM Ca) 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 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 STAil CM CROWN MOLDING PKT POCKET DOOR CR CHAIR RAIL PNL PANEL PLYWD PLYWOOD D DRYER PREFAB PREFABRICATED d PENNY PR PAIR DBL. DOUBLE PROJ PROJECTED DIA. DIAMETER PSI POUNDS PER SQUARE INCH DIR. DIRECTION PSF POUNDS PRE SQUARE FOOT DN DOWN P.T. PRESSURE TREATED DR DOOR DW DISH WASHER QUAD QUADRUPLE DWG DRAWING D.S. DOWNSPOUT REF REFRIGERATOR DTL DETAIL REINF REINFORCED REQ'D REQUIRED EA. EACH RNG RANGE E.J. EXPANSION JOINT R.O. ROUGH OPENING ELEC. ELECTRICAL R RISER ELEV ELEVATION RND ROUND EQ. EQUAL R&S ROD AND SHELF EQUIP. EQUIPMENT EXP EXPANSION SC SOLID CORE EXT. EXTERIOR SCHEM SCHEMATIC EE EACH END SHLF SHELF SHT SHEET FD FLOOR DRAIN SHWR SHOWER FIN. FINISHED FLOOR SIM SIMILAR FND. FOUNDATION SH SINGLE HUNG FLR. FLOOR S.S. STAINLESS STEEL FP FIREPLACE STL STEEL FIR FIRE RATED STRUCT STRUCTURAL FXD FIXED SUSP SUSPENSION FRM FRAME SGD SLIDING GLASS DOOR FTG FOOTING SQ SQUARE GA. GAUGE T TREAD GALV. GALVANIZED TB TOWEL BAR GC GENERAL CONTRACTOR T&G TONGUE AND GROOVE GEN GENERAL TEMP TEMPERED GYP. GYPSUM T.O. TOP OF GL GLUE LAM TR TOWEL ROD GLS GLASS TRPL TRIPLE TYP TYPICAL H HIGH HC HOLLOW CORE U.N.O. UNLESS NOTED OTHERWISE VERT VERTICAL HGT. HEIGHT V.L.I.F. VERIFY LOCATION IN FIELD HDR. HEADER HB HOSE BIBB W WASHER HORIZ. HORIZONTAL W/ WITH INSUL. INSULATION WC WATER CLOSET INT. INTERIOR WD WOODWWM WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB TM Vn a Tj Ian Compr:)nie,5 LLC 90 Matawan Road Matawan, NJ 07747 (732) 383-2200 ELEVATION "B" 36831 YESLER DRIVE ZEPHYRHILLS, FL 33542 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 0521 AREA TABULATION: ELEVATION "B" 1 ST FLR A/C 1830 SQ. FT. TOTAL A/C 1830 SQ. FT. ENTRY 43 SQ. FT. GARAGE 410 SQ. FT. LANAI 120 SQ. FT. TOTAL UR 2403 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 CS.1 CS.2 A-1.1 A-2.1 A=2.2 A-3.1 A-5.1 A-5.2 WP-1 E-1.1 P-1.1 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 PLANS FRONT & REAR ELEVATIONS SIDE ELEVATIONS ROOF PLAN BUILDING SECTIONS TYPICAL WALL SECTIONS WATERPROOFING DETAILS FIRST FLOOR ELECTRICAL PLANS SLAB PENETRATION PLAN STRUCTURAL NOTES SLAB PLAN BLOCK PLAN ROOF FRAMING PLAN FOUNDATION DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS ALL WORK SHALL COMPLY WITH -,kE, AILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES REVIEW DATE DEC 15 11 CITY OF ZEPHYRHILL PLAN EXAMINER Ir w } _ !Y �o>_F- >wQ0 W C) cnUww ¢Z)W�- J w w Ir cr_ Ir Y01-z ILL 00U) zzw cr i _j w 0- 2 0- cc _3 C/) 0 0 =zu_cn ��Qzo r cz o C rn Q 0 Z A u 0 a) Lf cz$ �- w 0 wA i W aboo" U) VJ ja�. Vl w z 0 0 U (L :3 cl O_ 0: tn w ( O w �Q �Z aaaaa � y O T s 0 5 20Z1 W` e ti 1 COMMUNITY; LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 10126I21 SHEET Gs• O z ji x :n z z 3- w 0 w �i C7 z cc 0 06 U) z IL w U) w 2 z 0 w a O cc w,, it w O 0 z _ 0 LL w O U w cc w U) w Ir J w CL X w w O _ z z z O _ m =0 GENERAL CONSTRUCTION NOTES DWELLING -GARAGE SEPARATION: R308.4.3 GLAZING IN WINDOWS R311.7.8.2 CONTINUITY ROOF ASSEMBLIES: I GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS I HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A I 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, EXCEPTIONS: R903.2.1 LOCATIONS NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED 5. MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. 1. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE TURN. 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 2. THE USE OF A VOLUTETURNOUTSTARTING EASING OR STARTING NEWEL SHALL BE ALLOWED , , OVER THE LOWEST TREAD.GLAZING 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 IN WALLSENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBSSPASWHIRLPOOLS ; SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN PROVIDED IN TABLE R903.2.1 OR IN DOORS. , , , SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE R311.7.8.3 GRIP -SIZE COMPLIANCE WITH RAS 111. EXCEPTION: FLASHING IS NOT REQUIRED AT HIP AND RIDGE JUNCTIONS. R302.6 DWELLING -GARAGE FIRE SEPARATION THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL ANY STANDING OR WALKING SURFACE SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. THIS GRASPABILITY. R903.2.3 MEMBRANE FLASHINGS COMPLY WITH SECTION R302.5. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R702.3.5. SHALL APPLY TO SINGLE GLAZING AND EACH PANE IN MULTIPLE GLAZING. ALL MEMBRANE FLASHING SHALL BE INSTALLED ACCORDING TO THE ROOF ASSEMBLY MANUFACTURER'S THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE 1. TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT PUBLISHED LITERATURE. PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. EXCEPTION: GLAZING THAT IS MORE THAN 60 INCHES, MEASURED HORIZONTALLY AND IN A STRAIGHT LESS THAN 11/4 INCHES (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL IS NOT LINE, FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SWIMMING POOL OR FROM CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF NOT LESS THAN 4 INCHES (102 MM) AND NOT R905.1.1.1 UNDERLAYMENT FOR ASPHALT, METAL, MINERAL SURFACED, SLATE AND SLATE -TYPE ROOF THE EDGE OF A SHOWER, SAUNA OR STEAM ROOM. GREATER THAN 61/4 INCHES (160 MM) WITH A CROSS SECTION OF DIMENSION OF NOT MORE THAN 21/4 COVERINGS TABLE R302.6 DWELLING -GARAGE SEPARATION INCHES (57 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 MM). UNDERLAYMENT FOR ASPHALT SHINGLES, METAL ROOF SHINGLES, MINERAL SURFACED ROLL ROOFING, FROM THE RESIDENCE AND ATTICS R308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS SLATE AND SLATE -TYPE SHINGLES, AND METAL ROOF PANELS SHALL COMPLY WITH ONE OF THE FOLLOWING NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INCHES ABOVE THE 2. TYPE II. HANDRAILS WITH A PERIMETER GREATER THAN 61/4 INCHES (160 MM) SHALL HAVE A METHODS: FROM HABITABLE ROOMS ABOVE THE GARAGE 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 LANDINGAND WITHIN 60-INCH HORIZONTAL ARC LESS THAN 180 DEGREES A A 60 C O S THE PROFILE. THE WIDTH OF THE HANDRAIL ABOVE THE RECESS HALL BE T E THAN 11 SS S O LESS HA /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 02.9 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 FL 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.HORIZONTi"iLLY 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 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 CRAWL SPACE. s 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 DRYER DUCT LENGTH COMPLY WITH ASTM F2090. EXCEPTION: THE VAPOR RETARDER IS NOT REQUIRED FOR THE FOLLOWING: T HE MAXIMUM THE MMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE DETERMINED BY ONE OF THE METHODS R302.11.1 FIREBLOCKING MATERIALS 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES THAT 1. GARAGES, UTILITY BUILDINGS AND OTHER UNHEATED ACCESSORY STRUCTURES. SPECIFIED IN SECTIONS M1502.4.5.1 THROUGH M1502.4.5.3. EXCEPT AS PROVIDED IN SECTION R302.11, ITEM 4, FIREBLOCKING SHALL CONSIST OF THE FOLLOWING COMPLY WITH SECTION R312.2.2. 2. FOR UNHEATED STORAGE ROOMS HAVING AN AREA OF LESS THAN 70 SQUARE FEET (6.5 M2) AND M1502.4.5.1 SPECIFIED LENGTH MATERIALS. CARPORTS. 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: 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 T HE SIZE A 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 THE DRYER AT THE CONCEALMENT C 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 Ml502.4.5.1 SHALL BE USED. 7. BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED MATERIALS R311.7.2 HEADROOM WITH THE MANUFACTUREROS RECOMMENDATIONS. INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE. THE HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN 6 FEET 8 INCHES (2032 MM) MEASURED M1502.4.5.3 DRYER EXHAUST DUCT POWER VENTILATOR 8. CELLULOSE INSULATION INSTALLED AS TESTED IN ACCORDANCE WITH ASTM El 19 OR UL 263, FOR VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF TABLE R702.4.2BACKER BOARD MATERIALS THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED IN ACCORDANCE WITH THE THE SPECIFIC APPLICATION. THE LANDING OR PLATFORM ON THAT PORTION OF THE STAIRWAY. GLASS MAT GYPSUM BACKING PANEL (ASTM C1178) MANUFACTURER'S INSTRUCTIONS FOR THE DRYER EXHAUST DUCT POWER VENTILATOR. 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 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 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 COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BE PROVIDED IN FLOOR -CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT MANUFACTURER FOR EACH WINDOW. 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). . R7034 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: 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 EXCEPTIONS: BE PROVIDED ON STAIRWAYS. THE GREATEST NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS STANDARDS. 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 OVER (2) 2. DECORATIVE GLAZING 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. 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: D Z ' 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. 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 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. PROTECTION AT THE HEAD AND SIDES. 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 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. EXCEPTIONS: EXCEPTIONS: FMA/AAMA/WDMA 400. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR.CEILINGS SEPARATING THE DWELLING 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. 3. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR LESS IN 2. WHERE HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE CONTINUOUS TRANSITION BETWEEN FLIGHTS, TRANSITIONS AT WINDER TREADS, THE TRANSITION FROM HANDRAIL TO GUARD, OR 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 INCHES (76 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 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF INSTALLATIONN 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 Ml411.3. 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Kx I I HEA ER @ T4 •25 SH ' 16070 GARAGE DR. �`\i (37"X63" EGRESS) CV 1'-0" 2'-0" 16-0" I 2'-0" 4'-4" 8'-4" 5'-0 " 20'-0" 5'-4" 13'-4" 38'-8„ I� FIRST FLOOR PLAN SCALE: 1 /4"=1'-0" (22' x34") SCALE: 1 /8"=1'-0" (11 "X17") IDED �YLIC IROUND LEGEND SYMBOLS A BUILDING/WALL SECTION strr MARKER OINTERIOR ELEVATION MARKER EMERGENCY ESCAPE & RESCUE dP ELEVATION STEP BRKX FLOORING BREAK WALL TYPES 2x WOOD/STEEL FRAMED Fes;. - 7,77, 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 BRACKET SPACED SOLID SURFACE 16" O.C. GS FOR COUNTERTOP RVE M- GREATER THAN 10" TOP PLATE F 2„ MAX 2x4 STUD WALL SEE PLANS FOR T1 WALL LAYOUT _ 1/2" GYP. [BASE CABINET AS BD. PER SHOP DWG. N WD.BASE MOLDING FINISH FLOOR FINISH FLOOR 1-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 OINTERSECTIONS 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. G. FRII • O s o1,olr W / O' •fi /11111 cc w JX CC w LLj �00E- } >ccQO W F- ir U W o uj Q _W ~ _ F- > J zzZFW W Q d 2 � _ _3cno0U = z LL (A �F-Qz❑ c5-�' g �v Q O ~ Z H 0 0 0 I� ®i �I 0 0 o 0 w w cnmmomm U) rIL., 0 a D cl 0 a rx tn w N Z od w cnn �� A aaaaa 0 5 2021 OMMUNITY; LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED:10126121 SHEET Am1,1 f; fJ RAISED WITH SAND FINISH FOAM MEDALLION DETAIL SCALE: 3/4"=1'-0" ,GARAGE TRIM DETAIL SCALE: 3/4"=1'-0" WINDOW TRIM DETAIL SCALE: 3/4"=1'-0" 1'-0" ROOF SHINGLES PER COMMUNITY SPECS (TYP.) REAR ELEVATION SCALE: 1 /4"=1'-0" �22::x34::�SCALE: 1/8"=1'-0"11 "x17 BLDG. HEIGHT ROOF SHINGLES PER of, 8,-o„ ,-0„ COMMUNITY SPECS (TYP.) 12 12 4" WIDE STUCCO 5 5 BAND (+1) o HEEL HIGHT M 4" WIDE STUCCO BAND (+1) r� 3 „ T.O. MASONRY M cnico '- " T.O. WI co T 4" WIDE STUCCO BAND(+1) - L 18" DECORATIVE FOAM SHUTTERS c0 00 4" WIDE STUCCO F, BAND (+1) 2 2`-0" STUCCO 25 SH — — — — — — _ — — — — — — — — BAND RETURN — — _ — — — cV — FIN_FLR� 16070 GARAGE DR. 3068 FRONT ELEVATION SCALE: 1 /4"=1'-0" �22::x34::�SCALE: 1/8"=1'-0"11 "x17 ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 6" WIDE STUCCO BAND (+1) 1'-0" 12 5 4 12 5 CRICKET PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE '<;•":':;; FINISH SAND TRIM COLOR FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C 1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) W �-_� �o °� } > Ir Q 0 W:D aF- cl)0I Q W F- _ CC :D IY !Y Y O 1- z .6LL00C/5 zzzP: zL'i W CL - C/) 00 0 a?o o cz - C) 00 • ti N c O n Q o O � Q Q o cn O z 0 O r� 0 w j i*i W 0 � w w m M cu Z � O z o C O U cn ui 0 N O w o wzaaaaa G J+•' ••.��� 0 5 2021 t: ..•`Q MUNI'TY; LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED:10/26/21 SHEET Awl. I 2'-O�� 12 51 12 51 r-- 12 51 r---- RIGHT ELEVATION SCALE: 1 /4"=1'-0" 22x34" SCALE: 1/8"=1'-0" �11"x17"; 1'-0" LEFT ELEVATION SCALE: 1/4"=1'-0" (22"x34: SCALE: 1/8"=1'-0" (11"x17) 12 _---1 15 ROOF SHINGLES PER COMMUNITY SPECS (TYP.) m ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 25 SH 21-13" 12 —115 El PAINT AND FINISH SCHEDULE / KEY LEFT ELEVATION SCALE: 1/4"=1'-0" (22"x34: SCALE: 1/8"=1'-0" (11"x17) 12 _---1 15 ROOF SHINGLES PER COMMUNITY SPECS (TYP.) m ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 25 SH 21-13" 12 —115 El PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE may.: ''.r•":i <w S : tr FINISH SAND TRIM COLOR FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C 1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C 1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) FRlLIN N S F°'•� ee .: v 778 4 ♦ Q Of ®wee At Q W }_CC �o °� } > m < 0 WZ)❑I— �Uw� Q � W H J in w W m rr o�LL W zzF- (r i < 3 wEL_ D_ �U) 0Q �2ZLLU) azo cz.,~ ago ►--I c rroo � O � a Q 0 0 0 V 0 Z 0 N...r A� q i` o w 0 ,j w w w A z 0 _O OC U) W z Z O d r o wZ QaQaQ i s +� r i CC = 15 2021 e�. COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 610 Of RELEASED:10126121 SHEET Awl, . 2 ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 2403 SQ. FT. 1 153 SQ. IN. UPPER VENT 40% NET VENT MIN. 461 SQ. IN. UPPER VENT 50% NET VENT MAX. 577 SQ. IN. UPPER VENTS REQUIRED 48" TAMCO OFF -RIDGE VENT (138 SI NET FREE) 4 VENTS NET FREE AREA UPPER ROOF VENTING 552 SQ. IN. NET FREE AREA SOFFIT VENTING 601 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SQ. IN. / LF. 92 LF. NOTE: LOCATE RIDGE VENTS T-0" OFF ALL HIPS RIDGES OR VALLEYS, MIN., TYP. R806.2:THE MINIMUM NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1 /300 OF THE VENTED SPACE PROVIDED NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. UNDERLAYMENT APPLICATIONS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.1.1 FOR ASPHALT SHINGLES REFERENCE TO SECTION R905.2 FOR TILE ROOFING REFERENCE TO SECTION R905.3 ROOF PLAN SCALE: 1 /4"=1'-0" �11 22x34::SCALE: 1/8"=1'-0" "07") m W cr �:0>_F- 5; < o W❑1— co > w Q�W�' T F_ J � IY tr !r zz-w Z W J Q _ D _ �U)❑OU = Z LL (A �I-Qz❑ w co CZ 0 Q � a Q O l� V 0 q� i♦^l o L� 1 _ O O O w � 0 A _o r ox U) W O! � ca wZ aaaaa ..; . NOV 0 5 2021 �r 4 �, of COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED:10/26/21 SHEET Am3. I z :n z D J z z Q z z z z z r z z_ J O Z 1 JJ Z 11 Z JJ 2 ¢ C'3 Z 0 Dd 4 z 5 A W f, T.O. V T.O. Vr IN Agk FIN. FOOTING PER FOUNDATION PLAN 2 A-5.1 BUILDING SECTION SCALE: 1 /4"=1'-0" , BUILDING SECTION SCALE: 1/4"=1'-0" m ROOF TRUSSES (SEE SHEET FOR DETAILS) ---T.O. WALL T.O. WINDOW FIN. FLR. FOOTING PER FOUNDATION PLAN IN ®�tit r1/IIII11j'r� G. FRI 8 4 0 „p°• TE Or IONi Ir w cc �z0= O H 5;m<0 W Z) 0 — �Uwo Q�WF- J~ (i)ww ❑ircr-rr LL W zzZ � co z Q J w (L = cr �U)❑OU =zLL(n �I—QZ❑ co cri N C c H 0 l� V 0 0 Im In" m u w U O z w A a� U z 0 M A 0 a U) W U O� in o �zaaaaa ' ova 5 zoli I *� :CCU `411 y-. COMMUNITY; LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 10/26/21 SHEET AmS. I K 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 1x2 PT. FURRING Qa 24" O.C. BASE BOARD ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER R905.1.1.1 (SEE SHEET CS2) PRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. TOP OF C.M.U. (REFER TO ELEV.) 2x6 ALUM WRAPPED FASCIA BD. w/ALUM DRIP EDGE SOFFIT INSTALLED PER MANUF. SPECS 2X PT BLOCKING SEE STRUCTURAL PLAN PRECAST WIN. SILL SLOPE GRADE AWAY FROM HOUSE 0'-0" FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. 1-STORY WALL C@ WINDOW SCALE: 1/2" = 1'-O" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS PROVIDE 2X4 FRAMED ENCLOSURE FOR ELECTRICAL PANEL, FINISH W/ Z" GYPSUM BOARD ELECTRIC METER LOCATION - SEE PLANS. VERIFY INSTALLATION IN FIELD FINISH EXTERIOR— CMU BLOCK WALL NOTE: ELECTRICAL PANEL IS TO BE INSTALLED ACCORDING TO ALL APPLICABLE LOCAL, STATE AND NATIONAL CODES. VERIFY PANEL DIMENSIONS PRIOR TO CONSTRUCTION. GYPSUM - GYPSUM BOARD BOARD z g �3 1/2" 2' GYPSUA w GARAGE °- BOARD I NICHE FOI ELECTRIC, l PANEL & WIRING N M ELECTRICAL m �F PANEL ELECTRIC, PANEL I - C° EXTERIOR CMU BLOC W is WALL N CONCRET CONCRETE CURB REFER CURB REF TO PLANS TO PLANS CONCRETE x; SLAB ON GRADE p `.. GRADE AT GARAGE FLOOR ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER t2 R905.1.1.1 (SEE SHEET CS2) SEE ROOF PRE-ENGINEERED ROOF PLAN TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. OIL TOP OF C.M.U. (REFER TO ELEV.) 2x6 ALUM WRAPPED FASCIA BD. w/ALUM DRIP EDGE 1/2" (MIN.) __J ---- CLG. BD. SOFFIT INSTALLED PER (E' TYPE'X' GYP. BD. MANUF. SPECS TO BE PROVIDED 2X PT BLOCKING WHEN LIVING SPACE IS ABOVE GARAGE) SEE STRUCTURAL PLAN 8" CMU BLOCK W/ CEMENTITIOUS FINISH (BEYOND) EXPANSION JOINT GARAGE SLAB, DRIVEW4" SPECS AY PER COMMUNITY SEE STRUCTURAL PLANS SLOPE T SLOPE FIN. FL, `—FOUNDATION M PER STRUCTURAL DRAWINGS WALL SECTION P GARAGE DOOR SCALE: 1/2" = 1'-O" ATTIC OR SECOND FLOOR LIVING SPACE REFER Ti" PLANS T.O. M I I I I I I I I I I I I I I I I I I I I �------J z � � w d I I I I I I I I I I I I I I I I I I I N 00 - cV i kL EIE ----- ---- ,K ER .,��'" fix• . x` �`"� ELECTRICAL PANEL NICHE AT CMU BLOCK WALL SCALE: 1/2" = 1'-O" NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION G I FE3irf ;N v 824 01 C •• C? g aC Ili m W Q J f=- cr LU Wz0_r wLZO >oC¢O W Z) C) c�Uww Q :D J(/)LLILLJ rr iY cc z F W z � J Q Z LuCL1: E- ?U)o00Q CQ < zE cz' S 2Z H i i i 0 o O V 0 w 04 U) LL� 1 - 0 r.•� vl u min" 0 [L O_ r w U) W L] Z O w Ed,., co BIZ aaaaa �9 •. ,'jl®V 0 5 2021 a L(1 v' COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED:10/26/21 SHEET Amv.2 11) �j f� "L" FLASHING SCALE: N.T.S. "VOOD SHEATHING 0 MIN. GRADE D PAPER BACKED ATH OVER BARRICADE PLUS WRB DR APPROVED EQUAL) " THICK, 3 COAT CEMENT PLASTER 1ETAL LATH AP WRB & TAPE OVER ROOF/WALL CREED X5 "L" TYPE CONTINUOUS GALV. 1ETAL FLASHING (NAIL TO ROOF iECK, NOT WALL SHEATHING) INDERLAYMENT PER CODE -AP SHINGLE - DO NOT NAIL, JSTALL WITH ROOF CEMENT IOOF CEMENT flINGLE 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) 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. WOOG 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 TO 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 WRB APPROX. 1-1/2" ABOVE SHINGLES ROOF/WALL SCREED 5X5 WALL FLASHING KICK -OUT FLASHING (SEE DTL. BELOW) FELT UNDERLAYMENT AS REQ'D BY CODE SHINGLE ROOFING - FASCIA WRAP DRIP EDGE: OVERLAP 3", EXTEND BELOW SHEATHING, MECH. FASTEN 4" O.C. MAX. KICKOUT DETAIL SCALE: N.T.S. STEP 1 FOLC 0 FOLD INWARD @ PT. A STEP 3 vv FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C FOLD @ 770 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 F - 77 WATERTIGHT SEAL. '�o FOLD. DO NOT CUT. oa ,lo�OB ' ' 1 C? r d I BOTTOM FLANGE `diii l FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C FOLD PT. C OVER PT, B TILL PT. C TOUCHES BOTTOM FLANGE IL w I.J.. O O I— wWz0 CE Q 0 wZ�I— ir c�Uww Q�w�- _ F_ > J �IYCr- m Y01—z 06U-00U) z z z � z cr- <2 w CLaf E� CQ 0 0O Q QZo � o "~ 000 •'r cz a O N (� n F_ O Q ® cn mi 0 � U w 0 z 1­0 0 Q 0 w w a CL w z 0 0 E rx cn n Z C? �. rA •aq!2021 AV .. 4 OF ty. by o COMMUNITY: LINKS AT CALUSA SPRINGS PLAN#610i RELEASED:10126121 SHEET wpw l r. f, FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4"=1'-0" (22"x34") SCALE: 1 /8"=1'-0" (11 "x17" 2" PVC CONDUIT 2-2/0 COPPER O 1-1/0 COPPER OR 2-4/0 ALUMINUM 150 AMP 42 METER 1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT #4 COPPER OR ALUM. I BAKER PVC 1/2" PVC CONCRETE ENCASED GROUNDED ELECTRODE Jill 'IGi�Ll=il = ELECTRICALRI NOT TO SCALE SER DIAGRAM ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET USB COMBO OUTLET WALL SWITCH 3 THREE-WAY SWITCH 4 FOUR-WAY SWITCH KEYLESS LIGHT FIXTURE CEILING MOUNTED LED LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE v VAPOR PROOF LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE (� EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ® CHIMES (OPTIONAL) O PUSHBUTTON SWITCH (OPTIONAL) ® COMBINATION SMOKE / CO2 DETECTOR so SMOKE DETECTOR F4 TELEPHONE (OPTIONAL) Q TELEVISION (OPTIONAL) �7 ELECTRIC METER .w ELECTRIC PANEL � DISCONNECT SWITCH Q JUNCTION BOX STANDARD ELECTRICAL LINE NOTES. 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AND ARC FAULT CIRCUIT INTERRUPTERS (AFCI) PER 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 m W }_IY uj �z0E- O } >o a0 woF- cAUWw Q=WF- lY ED �zZFW ��¢z 2 Lu n Z LO U) �F-<zcz O N n Fa- O Fa- 0 0 0 (n j� V Z 0 0 I..... u 0 = w i r w U �. w U) j p< w I-� z 0 a D ol O_ r w U) LiI Uw Z 0 d E., �Z aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED:10/26/21 SHEET Em I. I z .0 n z D D z .0 r n D z Q r :n z 5 i n ao tY) N FIRST FLOOR SLAB PENETRATION PLAN SCALE: 1 /4"=1'-O" �22::x34::� SCALE: 1/8"=1'-0" 11 "x17 L.L. WT r T SDUF-- >oCQO WZ)0i- cr-(r)UW w ¢DWI._ _III- >J OZ0W Z EE i Q 2 WELTcr 00 � m ❑ LL c/) � P < z � ti cc ZZ � Q d�- �� Q o o Q O j M V o 0 w L� Imo' V 0 T1J N Z 0d Lz1 I,,, rn 0 wZ a�aaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 10/26/21 SHEET Pml.I "%W11Ia91,," Fj 0 MA50NRN( LINTEL A55EM15L 1 E5 5EE SCHEDULE AND 5PEGIFIGATION5 FOR ADVL INFO MIN. (I) GOURSEh+-�- 30ND t MIN. (1) GOUR5E/BOND �LOJ� IL_J� 13EAM ABOVE LINTEL. i _ BEAM ABOVE LINTEL GROUT C'RRour BOTTOM REINS. k. PREGAST LINTEL w/ I a I PRECAST LINTEL w/ z_ EMBEDDED REINF. EMBEDDED REIW. MB- I MB-2 rr--T 1 J++- TOP GaUR5E, IF TOP COURSE, IF = REQb PER ARCH. m I L-J i REQ'D PER ARGN. �----� --- TOP REINF. OR GONT. GONT. BOND BEAM BOND BEAM REINF. REINF. A5 REQD z GROUT. �Ra1T BOTTOM REINF. BOTTOM REINF. PREGA5T LINTEL w/ ` PRECAST LINTS..'v v #-=t- EMBEDDED REINF.. EMBEDDED REINF. MB-3 MB-4 MA50NRY LINTEL DETAILS REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT MB-1 8F8-OB/OT ----- ----- MB-2 81`8-I13/0T ----- (1) #5 MB-3 8FIb-IB/IT (1) #5 (1) #5 M13-4 8RFI4-ID ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S GONGRETE. NOTE5: I. ALL LINTELS N/ 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 PRE5TRE55ED LINTEL5. 5. ALL REINFORGEMENT SHALL BE GRADE 60, Fy=60 k51 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE51611. 1. ALL LINTEL5 ARE TO BE LOCATED DIREGTLY ABOVE THE OPENING BELOW SHEET L 15T INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.3 ROOF FRAMING PLAN 50-1 FOUNDATION DETAILS 50-2 STRUCTURAL DETAILS PBSB-I STRUCTURAL DETAILS GENERAL STRUCTURAL NOTE5 FOUNDATION • DE516N 15 BASED ON 7th EDITION (2020) FLORIDA BUILDING CODE. • FOOTING DE516N - THESE FOOTINGS HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARIN6 CAPACITY OF 1,500 P5F. • ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT W/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALL5 TO SLAB WITH)/4" DIA. x 23/4" LONG TAPGON5 ® 52" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORRO510N-RE515TANGE COMPATIBILITY OF HARDWARE $ FA5TENER5 IN CONTACT w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • CONCRETE DE516N BASED ON AGI 518. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAYS, U.N.O.: f'c = 2,500 p5i:....... FOOTINGS 2,500 psi:....... SLABS ON GRADE (INTERIOR � EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXP05ED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 7% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FINISH GRADE. • FOOTIN65 AND SLABS ON GRADE SHALL BEAR ON GLEAN, FIRM VIR61N SOIL OR GLEAN FILL COMPACTED TO A q5% PROCTOR VALUE • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. • 6ROUT SHALL BE A5TM G476 F'G=3000 P51 N/ MAX 3/8" A66RE6ATE • CONCRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM COMPRESSIVE 5TREN6TH OF Ig00 P51 (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G270, TYPE 5. CMU DE516N BASED ON AGI 530/530.1 • REINFORCED GMU GORES (AS INDICATED ON PLAN) SHALL ID BE REINFORCED N/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL AL16N WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTING DOWEL. • GROUT 50LID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" GONT. FULL LENGTH OF WALL N/ (1) #5 BAR GONT. (TYP. @ EXT. PERIMETER) • PROVIDE (1) #5 BAR GROUTED 50LID ON EACH 51DE OF ALL MASONRY OPENINC75 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 WALLS. (A5 5HOWN ON PLANS) • ROUGH OPENIN65 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB E06E5, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. EXACT LOCATIONS PER BUILDER. • SAW GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH OF THE SLAB (I" FOR A 4" SLAB) • JOINTS SHALL BE LOCATED ® 12-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE A5 GL05E TO 5QUARE5 AS P0551BLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SPEC I � I GATI ON5 (TN(P. U.N.O.) DESCRIPTION OF BLD6. ELEMENT 3"xO.131" NAILS 3"xO.120" NAILS J015T TO SOLE PLATE (5) TOENAILS (3) TOENAILS* SOLE PLATE TO JOI5T/BLK6. (3) NAILS @ 4" o.c. (3) NAILS 0 4" o.c. STUD TO SOLE PLATE 2) TOENAILS (3) TOENAIL5* TOP OR 50LE PLATE TO STUD (2) NAILS (3) NAILS RIM TO TOP PLATE TOENAILS 0 8" o.c. TOENAILS ® 6" o.c.* BLK'6. BTWN. JOISTS TO TOP PL. (5) TOENAILS (3) TOENAILS* DOUBLE STUD NAILS ® 24" o.G. NAILS @ 16" o.c. DOUBLE TOP PLATE NAILS @ 24" o.G. NAILS ® 16" o.G. DOUBLE TOP PLATE LAP SPLICE q NAILS IN LAPPED AREA (II) NAILS IN LAPPED AREA TOP PLATE LAP 0 CORNERS INTER5EGTIN6 WALL5 (2) NAILS (2) NAILS • 21/2"xO.113 IS AN ACCEPTABLE ALTERNATIVE TO A 3x0.120", SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE * ARE SHOWN) THIS MODEL HAS BEEN DESIC)NED IN AGGORDANGE WITH THE �th EDITION (2020) FLORIDA BUI LD I N6 GODE (SEGTI ON 160q) LATERAL DESIGN REQUIREMENTS FOR THE FOLLOWIN6 WIND SPEED � EXPOSURE ONLY: 140 MPH - EXP. B WIND I MPORTANGE FAGTOR = 1.0 INTERNAL PRE55URE GOEFF I G I ENT = ENGLOSED, +/- 0.15 ANY WIND SPEED/EXPOSURE NOT L I5TED HERE REQUIRES FORMAL EVALUATION � APPROVAL FROM M+K 5TRUGTURAL ENGINEERING. EXTERIOR I$ SHEAR WALL 5HEATHIN6 5PEG I P I GAT I ON5 INDICATES LOCATION AND EXTENT OF SHEARWALL WHIGH REQUIRE5 SHEATHING AND/ OR FASTENING SPECIFICATIONS BEYOND THAT OF STNDRD CONSTRUCTION SYMBOL SHEAR PANEL 5PEG. 15/52" PLYWOOD OR 05E3 FASTENED W/ PI 2Y2"x0.131" NAILS @ 6" o.c. ALON6 PANEL ED6E5 AND 12" o.c. IN THE PANEL FIELD. 15/32" PLYWOOD OR 05B FA5TENED W/ P3 2/2"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 WALLS w/ 15/32" PLYWOOD OR 05B FASTENED N/ 2Y2"xO.131" NAILS @ 6" O.G. AT ALL PANEL ED6E5 AND ® 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL ED6E5 SHALL OCCUR OVER FRAMING OR 2X BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL EDGE AND FA5TENIN6 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING @ 16"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER N/ 3Y2"x0.131" NAILS @ 16"o.c. USE (8) 3Y2"x0.131 " NAILS @ EA. LAP SPLICE. (TYP. U.N.O.) 4. LATERAL ANALY515 A55UME5 ALL INTERIOR SHEARWALL5 AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENIN65. 5. SEE ARCHITECTURAL DRAWINGS FOR ADO'L WALL CONSTRUCTION REQUIREMENT5. 6. ALL EXTERIOR WALLS ARE CONSIDERED 5HEARWALL5. 7. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. 8. A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENIN65 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LONG AS THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 EDGE NAILING REQUIRED AND OCCUR 16" MINIMUM FROM THE ENDS OF THE SHEARWALL. q. ALL 5HEATHIN6 PANELS TO MEET U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 WITH 33(6 SPAN RATIN6 (MAX) 10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE ARCHITECTURAL PLANS, THE 5HEATHIN6 USED IN THE -FIRE RATED A55EMBLIE5 SHALL BE NOMINAL W:;2" THICK, APA RATED 5HEATHIN6 �b EXPOSURE I QSB OR PLYWOOD PE1 U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 It ACCORDANCE WITH THE UL DE516N5 SPECIFIED. Window � Door Allowable Wind Pre55ure5 40 MPH Wind Zone Ex o5ure B®° OPENING 51ZE INTERIOR ZONES END ZONES(D 8' Garage Door +10.5 P5F/-20.q P5F +18.5 P5F/-20.g P5F 16 Garage Door +11.1 P5F/-Iq.7 P5F +11.1 P5F/-Iq.7 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. +Iq.O P5F/-20.8 P5F +Iq.O P5F/-23.g P5F 100 SOFT. +18.0 P5F/-Iq.5 P5F +18.0 P5F/-22.0 P5F 500 SOFT. +15.8 P5F/-17.6 P5F +15.8 P5F/-11.6 P51F (DEnd Zone is defined as the smaller of 10% of least horiz. dim. or 40% of mean roof height. ®Pressures have been derived from 2020 FBG Table R301.2(2). ©Pre55ure5 charted here are allowable Pre55ure5 and have been reduced per A5GE 7-16 section 2.4.1 from ultimate pre55ure5. Divide allowable Pre55ure5 above by a factor of 0.6 for ult. pres5ure5. ROOF FRAMING • SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 7/16" MIN, 055/1PLYWOOD 5HEATHIN6 24/b, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"xO.113" RING SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL ED6E5 i ® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRAG TRU55E5 N/ RING SHANK NAILS ® 3" O.G. (U.N.0). PROVIDE BLOGKIN6 ALONG PANEL ED6E5 AT FIRST 2 TRUSS BAYS FROM GABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED ED6E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRUSS ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW N/ 51MP50N VTGR CLIPS ® 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRUSS MANUFACTURER, UNLESS OTHERNI5E NOTED. • ERECT AND INSTALL ROOF TRUSSES PER WTGA $ TPI'5 BG51 I GUIDE TO 600D PRACTICE FOR HANDLING, INSTALLING $ BRAGIN6 OF METAL PLATE CONNECTED WOOD TRU55E5." • ROOF TRUSS SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH $ SHORT SPAN ROOF TRU55E5 N/ 2x4 LEDGER FASTENED TO FRAMING N/(2) 3"xO.131" NAILS ® 16" O.G. UPL I fT CONNECTORS BEARIN6 CONDITION TRU55 CONNECTOR LENGTH < 15' SIMP50N H2.5T SINGLE ROOF TRUSS BEARIN6 ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF GIRDER TRUSS BEARIN6 ON WOOD STUD WALL/WOOD BEAM ALL 51MP50N HT520 SINGLE ROOF TRUSS OR PORCH ALL 51MP50N HETAI6 BEAM BEARIN6 ON GMU WALL ROOF 63., FLUSH BEAM OR FLUSH G.T. BR6. ON GMU WALL ALL (2) SIMP50N HETAI6 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 CONNECTORS PER SECTION 2.2 OF AN5I/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION". MrI;K HAS EN6INEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENT5 OF ASGE-7-16. ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWING SHALL SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR SPECIFICATIONS AND LOADS SHOWN ON THE SHOP CARDS. LEGEND • ® INTERIOR BEARIN6 WALL • - - - BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF SHEARWALL I: :I EXTENT OF OVERFRAMIN6 *-,-- - -m INDICATES 1/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE (5EE NOTE5) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE SOLID BLOGKIN6 UNDER POST OR JAMB ABOVE. GENERAL STRUCTURAL NOTES • DE516N 15 BASED ON 7th EDITION (2020) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON NOS, "NATIONAL DE516N SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DE516N LOADS: ROOF LIVE = 20 P5F DEAD = 7 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 STAIRS $ DEGK5) = 30 P5F @ SLEEPING AREAS = 50 P5F ® 6ARA6E = 200 # POINT LOAD ® 6UARD5/HANDRAIL5 = 50 P5F ® 6UARD IN -FILL COMPONENTS DEAD = 10 P5F (20 P51F TOTAL @ TILE) WIND ULTIMATE WIND SPEED $ EXPOSURE AS LISTED RI5K GATE60RY 11 GENERAL FRAMING • EXTERIOR WOOD STUD BEARING WALLS SHALL BE 2x 5PF#2 OR 5YP#2 ® 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARING WALLS SHALL BE 2x 5PF OR 5YP 'STUD' GRADE LUMBER ® 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE GON5TRUGTED WITH 2x 'STUD' GRADE MEMBERS SPACED ® 16" O.G. (MAX.). • ALL NON -BEARING INTERIOR STUD WALLS SHALL BE CONSTRUCTED WITH 2x '5TUD' GRADE MEMBERS SPACED ® 24" O.G. (MAX.). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x KING STUD, MINIMUM, THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK STUDS REQUIRED, U.N.O.. • ALL HEADERS, BEAMS i# OTHER STRUCTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (SYP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS a HEADERS W/ 3-ROW5 OF 3"xO.131" NAILS ® 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROWS OF NAILS FOR 2x6 4 2x8 MEMBERS. • FACE NAIL BUILT UP 2x POSTS W/ 3"x0.131" NAILS ® 16" O.G. STA66ERED. APPLY NAILING FROM BOTH FACES @ 3-PLY OR MORE GONDITION5. • REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALLS N/ 7/16" 05B FASTENED w/ 2Y2"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 50LID BLOCKING IN FLOOR SYSTEM UNDER ALL POSTS CONTINUOUS TO FOUNDATION/BEARIN6. • ENGINEERED 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.Ox1O"6 psi • FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OF 3"0.131" NAIL5 ® 8" OIG OR 2 ROW5Y4"x3Y2" 51MP50N 505 5GREW5 (OR 3Y2" TRU55LOK SCREWS) 0 16" 0/6. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/5GREW5 2" FROM E06E. SOLID 3 Y2" OR 5 Y4" BEAMS ARE ACCEPTABLE. USE 2 ROWS OF NAILS FOR 2x6 $ 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OF Y4"xb" 51MP50N SOS 5GREW5 (OR 6 3/4" TRU55LOK 5GREW5) ® 16" OIG. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES (ONE SIDE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. A 50LID 7" BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL STUDS IN CONTACT N/ GMU WALLS SHALL BE PRESERVATIVE TREATED AND FASTENED N/Y4" DIA. X 4" LONG TAPGON5 ® 24" O.G. FLOOR FRAMING • I-J015T5/TRU55E5 SHALL BE DESIGNED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY I-JO15T /TRU55 MANUFACTURER, UNLE55 OTHERN15E NOTED. • I-JOI5T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. 8 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 GROOVE ED6E5, FASTEN 5HEATHIN6 TO FRAMING MEMBERS W/ 6LUE AND 3"xO.131" NAILS 6" O.G. AT PANEL ED6E5 4 12" O.G. AT INTERMEDIATE SUPPORTS. TYPIGAL STAIR GON5TRUGTION NOTES • (5) SINGLE PLY 2x12 STRIN6ER5 FASTENED TO HEADER AT TOP OR LANDING, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM w/ (1) 5IMP50N A35 CLIP AT EACH STRINGER. • FASTEN 2x6 P.T. PLATE TO GONGRETE SLAB Nl (3) 3/b" DIA. x 3 Y2" LONG TAPGONS. • FASTEN END 5TRIN6ER5 TO ADJACENT WALL5 w/ (2) 3"xO.131" NAILS AT EAGH STUD, WHERE APPLICABLE. • PROVIDE 3/4" FLOOR DEGKIN6 ON RISERS AND I" FLOOR DEGKIN6 ON TREADS. • SEE STAIR FRAMING SECTION FOR MORE INFO. 0 : �s J pF : W `�o °•.. ,� A off:` �2`` to01 © copyright: MULHERAQVP ®� 2021 Structural Engineering, Inc. Z UJ W W Z CN CJ o � Z W J N Q Z �-- J:, Q o � a an lU CW a a' '_ j a m a; + J z Q CD o = p 2 ca M I% W cc C CV M CL rM& project number: 068-2001 1 project mgr: JSB drawn by: p R issue date: 1 0-22-21 REVISIONS: date: initial: 11/02/2021 EMG d a 0 W O w (D Z 0 7. x ~ Z U � Q H D (f) � x F- Q J J sheet: SM0.0 ■ I I J �j _I T- I t— Ln r— O _I O CV CD m � 1 9 I 38�_8�� 4'-6" 5'-11/2" 5'-0112" 6'-4" 3'-0" 4'-6" 4'-2" MB-I MB-I MB-I IIID-D 1-011 1/ 1_011 I-011 51-211_ 31-211 51_011 00 20'-0" 5'-4" 13'-4" O i I _ O I I Cp cV O i 0 BLOCK PLAN LEGEND • ® INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF SHEARNALL I: :I EXTENT OF OVERFRAMIN6 •-_ _- m_ - —INDIGATE5 I/8"A" 5AW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE (SEE NOTES) L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. MW MABONR*1 LINTEL OETAI L5 REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT MB-1 SFS-OB/OT ----- ----- MB-2 8F8-IB/OT ----- (1) #5 M13-3 51=I6-I13/IT (1) #5 (1) #5 M13-4 8RFI4-IB ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5,T-GRETE, QUALITY PREGA5T GO., AND LOTT'5 GONGRETE. NOTES: I. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-0" SHALL BE PREE,TRE55ED. 2.5HORE FILLED LINTELS A5 REQURIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORGEMENT SHALL BE GRADE 60, f y=60 k5i 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOGATED DIRECTLY ABOVE THE OPENING BELOW MA50NR'' LINTEL A55EMBL I E5 5EE 5GHEDULE AND 5PEGIFIGATION5 FOR ADO'L INFO LQJ+� MIN. (II GOUR5EBOND LQ J+ i -- MIN. (U GOURSEII"Of BEAM ABOVE LINTEL i i BEAM ABOVE LINTEL GROUT GROUT BOTTOM REINF. 4Q. I PRECAST LINTEL w/ I , PRECAST LINTEL W —V-4 EMBEDDED REINF. -# `-' EMBEDDED REINF. MB-I MB-2 LQ Jl+i-- TOP COURSE, IF TOP COUR5E, IF i REOD MR ARGH. REQ'D PER ARCH.----� TOP REINF. OR CONT.LUB-4 CONT. BOND BEAM BOND BEAM REIW.REINF. AS READ C7ROUT GROUT BOTTOM REINF. BOTTOM REINF. PRECAST LINTEL w/ �` EMBEDDED REINF. PRECAST REIN . EMBEDDED REINF.MB-3 REFER TO 5-O.O FOR TYPIGRL STRUCTURAL NOTES ff SGHEDULES seal: W IJ 7, .1 . . O ° OF -0 ^ Nit 0 cri Z c W W z o c� C" z W CL J L Q �' z=D ¢ o F-- A v C.) d �a S E W F- � J m Q j 1 J'= Q Z -0 CD W H 2 cc? S y m LO W CM T— C:) N M&K project number: 068-2001 1 project mgr: J S B drawn by: DR issue date: 10-2 2,-2, `j REVISIONS: date: initial 11/02/2021 EMG J W 0 Z Y O U 0., 0 M 0 sheet: HH 0 J LL U) 7D 1'/�''r� W r� J U Y U) 1~ 0 Z J J SCALE: 1/4"=1'-O" (22x34 SHEET) SCALE: I/S"=1'.-0" (IlxI1 SHEET) Fm2.0 I f] PPAP I ANIAI nQnPPr-n Pr -AMC.. LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOGATION AND EXTENT OF 5HEARWALL I: : I EXTENT OF OVERFRAMIN6 o.--n .- ,° • INDICATE5 I/8"A" SAW GUT GONTROL JOINT INDICATES LOGATION OF REINFORGED GMU GORE IE (SEE NOTES) J L METAL HANGER INDIGATES POST ABOVE. PROVIDE SOLID BLOGKINO UNDER P05T OR JAMB ABOVE. ROOF FRAM I N6 • SEE ROOF TRU55 UPLIFT GONNEGTOR 5GHEDULE FOR ALL ROOF TRU55 GONNEGTORS. • ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05B/PLYWOOD 5HEATHIN6 24/16, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.113" RING SHANK NAILS (R5R5-01 OR EQUIV.) ® 6" O.G. AT PANEL ED6E5 $ ® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END $ DRAG TRUSSES w/ RIN6 SHANK NAILS @ 3" O.G. (U.N.0). PROVIDE BLOGKIN6 ALONG PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM 6ABLE END. PROVIDE "H" STYLE GLIP5 ALON6 UNSUPPORTED ED6E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND GONTINUOU5LY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR CLIPS ® 24" O.G. • ALL METAL HAN6ER5 SHALL BE 5PEGIFIED BY THE TRU55 MANUFAGTURER, UNLE55 OTHERN15E NOTED. • ERECT AND INSTALL ROOF TRUSSES PER WTCA 4 TPI'S BG51 I GUIDE TO GOOD PRAGTIGE FOR HANDLIN6, IN5TALLIN6 4 BRAGIN6 OF METAL PLATE GONNEGTED WOOD TRUSSES." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. • SUPPORT PORCH $ SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER FASTENED TO FRAMIN6 w/(2) 3"x0.131" NAILS ® 16" O.G. UPL I fT GONNEGTOR5 BEARIN6 CONDITION TRU55 GONNEGTOR LENGTH < 15' 51MP50N H2.5T SINGLE ROOF TRUSS BEARIN6 ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRUSS BEARIN6 ON WOOD STUD WALL/WOOD BEAM ALL 51MP50N HT520 51N6LE ROOF TRU55 OR PORCH ALL 51MP50N HETA16 BEAM BEARING ON GMU WALL ROOF 6.T., FLUSH BEAM OR FLUSH 6.T. BR6. ON GMU WALL ALL (2) 51MP50N HETAI6 ALL BEARIN6 POINTS OF EACH ROOF TRUSS SHALL BE GONNEGTED WITH GONNEGTOR A5 L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF REGORD TO DE516N THE UPLIFT GONNEGTOR5 PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTED WOOD TRUSS GON5TRUGTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT GONNEGTOR5 AND LOADS PER THIS DRAWING SHALL SUPERSEDE THE TRUSS MANUFAGTURERS UPLIFT GONNEGTOR SPEGIFIGATION5 AND LOADS 5HOWN ON THE SHOP GARD5. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES � SCHEDULES seal,% • Y No s ® o L OF copyrightN�JC�LPU " 202 Structural Engineering, Inc. 0 CD z WJ Q= w w \/ CD z i M z w J Q Z c U W� tCA)T1 -J .J H Z W C CO) 2W 18 M&K project number: N 0 rn L as .ra Q 1 4 d c v w m a A Z;5CO o coo m` L6 o N CAM C L 068-2001 1 project mgr: J S B drawn by: p R issue date: 1 0-2 2-21 REVISIONS: date: initial: 11/02/2021 EMG � O / v LL I / I �o J W IL N r1f 0. �z \Al HIP 61RDER TR1,155 I z W HIP 61RDER T U5-5 \\ 4 I I I I LO 5D-2 5D-2 Z) HIP 61 RDER TRU55 o� I / 4 �� O U o ° I / \ I 5D 2 LL < - 0Lo Ua - - - Z) -� - - 0 o z ROOF SRAM I N6 PLAN SCALE: I/4"=1'-0" (22x34 SHEET, SCALE: 1/6"=1'-O" (IIxI1 SHEET) sheet: Sm 1.3 U r; FILLED GELL5 (SEE PLAN) vtxrcnvF_ TOP 'VIEW ®CORNER F - GONG. OR PAVER 6ARAH WALL DRIVEWAY BEYOND 6ARA6E SLAB m 4" (SEE PLAN) a. d 4 4 ° d ° — — — d 16"x8" THICKEN EDGE W/ (2) #5 GONT. 8" GMU BLOGK THICKENED EDGE @ GARAGE DOOR DETAIL SCALE: NTS 8" GMU BLOGK R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ HOUSE SLAB FOUNDATION DOWEL MIN. (5EE PLAN) 30" GROUT CELL 50LID � $7:fll � o GRADE 'III —III —III —I 1I— d� .44. a° I I —III —I I —III —I 111- ' 1-11 I— d . I I 1=1_11=�1) #5 DOWEL W/ 6" HOOK AT —_ _=III —_I I ALL VERT. WALL REINF, ICI I III —III —III I —I I i (SEE PLANS FOR LOCATION) GLEAN GOMPACTED III FILL ® 95)* WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 2-STORY: 1'-4" WIDE w/ (2) #5 BARS I-5TORY: 1'-0" WIDE W/ (2) #5 BARS FOOTING SECTION W/ BLOCK DETAIL SCALE: NTS 8" WIDE GONT. 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL GONG. GURB BEYOND OVER %" FURR STRIPS (1) #5 VERT. FROM FT6. EXTERIOR DOOR -PER BUILDER TO BOND BEAM. LAP w/ N HOUSE SLAB FOUNDATION DOWEL � LU 6ARA6E SLAB MTL. THRESHOLD (SEE PLAN) MIN. 30" GROUT GELL } (SEE PLAN) SET IN SEALANT SOLID PAVERS (SEE PLANS) d d . Q o GRADE ' -1 I I=1 I I- � I=1 I I III—III—III=1 11— ' —III=1 I I- t� � I —III III—III—III=1 I I_— ' - o III —I III=1I ` I I —III —I I1=1I I- III —I III —I I a a . I1=1I1=1I1=1I I- I —I � I- I I I =— I) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. (5EE PLANS FOR LOCATION) II I I I I I —I I —III I I I I _ MONOLITHIC GLEAN COMPACTE D GLEAN COMPACTED —1 I=Ili FOUNDATION W/ (2) #5 FILL ® q5% WI TH MONOLITHIC FOUNDATION FILL ® q5% STANDARD GONT. ON GHAIR5 NI PTH STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS DENSITY AND TERMITE 2-5TORY: 1'-4" WIDE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS w/ (2) #5 BARS I -STORY: 1'-0" WIDE 1-5TORY: I'-0" WIDE W/ (2) #5 BARS W/ (2) #5 BARS GAE CURB DlTA I L SCALEL 6 ET100IDETA11�NRY NTS 8" GMU BLOCK---_ BEYOND EXTERIOR DOOR— MTL. THRESHOLD SET IN SEALANT PORGH/PATIO/LANAI 5LAB OR PAVERS (5EE PLANS) —� 4 a a Id c d PER MANUF.. d. tY I —III e8 g I � I- -� III —II I=1 R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOUSE SLAB (5EE PLAN) d I I I III III _ � v 11=1 I— I I I —III— m w III I I III —III —III III— ' MONOLITHIC GLEAN GOMPAGTED III =III= I I FOUNDATION W/ (2) #5 FILL ® q5% STANDARD WI TH GONT. ON GHAIR5 DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR OU75WING I$ 56D POURED 5ILL5 DETAIL LEEAO/f'ORGH/LANAI SLAB PLAN) dam. • a i i ice""Ti"'i i imiT=iT�- 8"x8" THICKENED — SLAB W/ (1) #5 GONT. EDGE DETA I L(D�THICKENEV : NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO R4.1 FI-FOIL OR EQUAL BOND BEAM. LAP w/ OVER 3/4" FURR STRIPS FOUNDATION DOWEL MIN. -PER BUILDER 30" GROUT GELL 50LID HOUSE SLAB PORGH/PATIO/LANAI (SEE PLAN) SLAB OR PAVERS (SEE PLAN) <t z 1=III—III—III—III- T EXP JOINT —III I I —I l I-11 1 I= II I e 1) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. III —I 1=1—I 111= (5EE PLANS FOR LOCATION) GLEAN COMPACTED -1 �„ I I I I I I I I I I I � I I I I, , .I I FILL ® g59S MONOLITHIC FOUNDATION STANDARD DENSITY WI TH W/ (2) #5 GONT. ON GHAIRS 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: NTS Y2" 6YP. BD. EA. SIDE OF 2x4'5 ® 16" O.G. Y2" J-BOLTS 6" FROM EA. END OF WALL AND SPACE ® 32" O.G. N 2" W' MIN. EMBED) LU -�, STUD PLATE TIES PER } PT BOT. PLAN ® STUD TOP 8 PLT. BOT. d ,a — vd n • d (2) #55 GONT. W/ -1 „ it 3" MIN. CLEAR 8 8 UPLIFT GONNEGTOR5 5UGH A5 STUD PLATE TIES, HURRICANE GLIP5, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT 5UBJEGT TO A GALGULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE 5UGH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. GARAGE STEP DOWN DETAIL SCALE: NTS 8" GMU BLOGK (1) #5 VERT. FROM FT6. TO BONO BEAM. LAP w/ FOUNDATION DOWEL MIN. 50" GROUT GELL 50LID Z_ X �i O- BADE ,tri I 1=1 11=1 I I=1 11- n�nri R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) z PVC GHA5E SLEEVE TO BE IIII—III d. III —I I1=1 THIGE THE DIAMETER OF O I �� III=III ==_ =—III=_I I �OTEGTED PIPE GLEAN COMPACTED I I I I I I i I I I —III —III- FILL ® q5% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 2-STORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS GH,S DETA I L 8 SCALE: NTS v d F 824 *�ac 7.r UJ E OF s Sv 1 O N © copyright : MULHERN & KUL n,B 05 202 Structural Engine O9 nc. �+ aC �7 z Jcc: w W z C� Z o C" w M L z= Q v U x CA UJ� C Cn j Q JZ Q 1 W Mo Y CP to p o� COP) W Uh C CN N 42 cc M o. DIV M&K project number: 068-2001 1 project mgr: J S B drawn by: DR issue date: `] 0-2 2-2 1 F initial: 1 EMG sheet: a 0 0 J L` W Ca cn O z a co Z J 0 0_4 N Q Q L0 x ~ z J J f) SCALE: NTS SDml J FA5TEN ROOF 5HEATHIN6 TO FA5GIA WITH 2 %"x0.113" RING SHANK NAILS 6" O.G. LU w Q ►n 2x6 FA5GIA -5EE ARCH 8" GMU BOND BEAM W/ (1) #5 GONT. �J 8" REINF. GMU WALL - -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 5EE UPLIFT GONNEGTOR — 5GHEDULE ON PLAN5 FOR. CONNECTOR 5PEGIFIGATION5 8" GMU BOND BEAM W/ (1) #5 GONT. 8" REINF. GMU WALL - -5EE PLAN FOR VERT. HORZ. REINF. 5PEG5 SECTION TRU55 OVERFRAMIN6 PER PLAN SECTION 20 SCALE: 3/4°=1'-0" PROVIDE 50LID 5HIM BETW'N TRU55 4 GONNEGTOR IF TRU55 LOGATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I YY FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. 5EE UPLIFT CONNECTOR 5GHEDULE ON PLAN5 FOR CONNECTOR 5PEGIFIGATION5 PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EACH TRU55. VERT WALL REINF. TO EXTEND INTO BOND BEAM ROOF TRU55E5 PER PLAN —� PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF.) EACH TRU55. VERT WALL REINF. TO EXTEND INTO BOND BEAM 2x6xI2" OR CL OF OPENING 2X8XI2 "P.T. fy CENTER BUCK � • it 3/8" DIA. ANCHOR 2X4 P.T. TOP BUCK--/ 2X6 OR 2X8 P.T. BUGK EACH 51DE OF OPENING -VERIFY CONN. REQ'MT W DOOR MANUFACTURER PROVIDE (5) %" DIA. J-BOLT W/ 5 Y2" EMBEDMENT AT EACH DOOR BRACKET, EACH 51DE OF DOOR. PROVIDE I Y2"Ac," THICK WA5HER W/ EACH ANCHOR (15T BOLT TO BE 8" MAX ABV. GURB RE5T EQUALLY 5PAGED APPROXIMATELY 24" O.G.) START BOLTS AFTER 6ARA6E CURB W' MAX.) G �t6E DOOR BUCK DETA I L PROVIDE 5OLID 5HIM BETW'N TRU55 i CONNECTOR IF TRU55 LOCATED LE55 THAN I YY FROM GONNEGTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF 5HEATHIN6 TO FA5GIA WITH 2 %"x0.113" RING SHANK NAIL5 ® 6" O.G. 5EE UPLIFT CONNECTOR 5GHEDULE ON PLANS FOR CONNECTOR SPEGIFIGATION5 2x6 FA5GIA -5EE ARCH REINF. MA50NRY LINTEL/ BEAM - 5EE PLAN FOR 5PEGIFIGATION5 GONNEGT EACH END OF MA50NRY LINTEL TO TOP OF PIER/ WALL W (1) #5 BENT DOWEL W 24" LEC75 ;'� USECTION SCALE: 3/4"=1'-0" VALLEY 5ET OVERFRAMIN6 MAIN ROOF 5HEATHIN6 FASTEN EACH OVERFR TRU55 TO TRU55 BELO. WITH (1) SIMP50N VTGR ® 24" O.G. MAIN ROOF TRU555 T`1'P I CAL OVER�RAM I NG CONNECTION DETAIL 50ALE: N.T.5. BOND -BEAM - _,_-GONTIN. PREGA5T HEADER—­­'- 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE GA5T-GRETE WINDOW SILL, WINDOW SILL, OR EQUIV. OR EQUIV. DOUBLE WINDOW QLA�.�NIRY D PIER 1T�r I TRIPLE WINDOW SIM. PROVIDE SOLID 5HIM BETW'N TRU55 4 CONNECTOR IF TRU55 LOGATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. 2x FA5GIA -5EE ARCH FA5TEN EXTERIOR 5HEATHIN6 TO BLOGKIN6 IN EA. TRU55 BAY w/ 2 NAILS ® 6" O.G. FA5TEN EA. 2x4 BLOGKIN6 IN EA. TRU55 BAY TO BOND BM. w/(4) HILTI DNI12P8 PAE'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 - -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 P RETRO� I T DETA I L SCALE: -0 ° SECTION SCALE: 3/4'=1'-0" ALL LAPS IN MA50NRY 25" RUNNING BAR #5 BENT GORNER BAR GROUTED CELL TYP. CORNER VERT. HALL RE I NPORC I NG DETAIL SCALE: NTS 5EE DETAIL I ON 5TRUGTURAL PLAN5 FOR ADDITIONAL CONNECTION INFO NOT SHOWN HERE FASTEN EA. ROOF TRU55 TO GMU W 51MP50N M5TMI6 TWIST 5TRAP. FASTEN 5TRAP TO GMU w/ (4) Y4" DIA. x 2 Y4" LONG TITEN 5GREW5 PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EACH TRU55. PROVIDE 2x FLAT BLOGKING FIT T16HT TO ROOF TRU55E5 ® EVERY OTHER BAY FASTENED TO GMU W (3) Y4" DIA. x 3 Y2" LON6 TAPGON5. FASTEN BLOGKIN6 TO ROOF TRU55E5 w/ (2) 3 Y4"xO.131" NAIL5 @ EA. END. :TRU55E5 PLAN T CONNECTOR 5GHEDULE WALL REINF (TEND INTO BEAM ROOF TRU5 -5EE PLAN (2)3 Y2"x0.131" 8" GMU BONE (1) #5 BARS C 8" REINF. GM -5EE PLAN F 4 HORZ. REINr. 5rtc,5 9/s"xO.113" RING SHANK 2x4 FLAT BLOGKIN6 @ 16" o.c. FA5TENED TO BOND BM. W )14" PIA. x 30/4" TAPGON (2)3 Y2"x0.131" VERT WALL REINF. TO EXTEND INTO BOND BEAM (DIF ION3/4"=1'-0" BY WINDOW/DOOR MANUFACTURER NOTE5: I. 2X PT BUGK5/NAILER5 5HALL EXTEND BEYOND INTERIOR FAGE OF WINDOW/DOOR, FASTEN BUCK TO MA50NRY W/ (1) ROW OF %,"x4" TAPGON5 6" FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM EDGE OF BUCK, 2. BUGK5 LE55 THAN 2X TO BE FA5TENED W/ GUT NAIL5 OR EQUIVALENT. 5TRUGTURAL CONNECTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN THI5 GA5E. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X BUCKED OPENING, U5E (3) ROW5 OF 3"xO.131" NAIL5 5TA66ERED @ 12" O.G. EA. 5000E551VE BUCK. 4. MIXING OF IX AND 2X BUGK5 5HALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFAGTURER AND PLAN REQUIREMENT5 (FA5TENING) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FA5TENED TO 2X BUCK W/ (2) ROW5 OF 2 y2"xO.131" NAIL5 ® 16" O.G. FA5TEN WINDOW/DOOR TO 2X PER WINDOW/DOOR MANUFACTURER'S 5PEG5. WINDOW/DOOR BUCK DETAIL SCALE: NTS NOTES: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). 2. PROVIDE %" DIA. HOLE FOR 5EE TYP. FOUNDATION DOWEL, BLOW OR BRUSH GLEAN. DETAILS FOR ADDITIONAL 3. FOLLOW MANUF. INSTALLATION INFORMATION NOT SHOWN IN5TRUGTION5. HERE FUTURE 8" GMU BLOCK DRILL 6" INTO EX15T'6 I SLAB, EPDXY 4 DRIVE I < #5 DOWEL, PROVIDE MIN. I - 50" LAP 5PLIGE I I 1 O I I � = I I 4. GRADE u . -III—II-1I—II A 4. QIII�-1=I II--�I=I 11-=11 11 1I II — 1II--1I I Ilk-- III: 4x6 P.T. P05T PROVIDE (1) #5 VERT. BAR TO BE 51MP50N L5TAI8 LOCATED PER PLAN 5TRAP ON EACH IN GROUTED CELL EXTERIOR FACE OF P05T, 9" MIN END LENGTH DROPPED BEAMS PER PLAN M 155ED DOWEL RETROFIT DETAIL SCALE: NTS SIM. ® GMU STEM FOR DROPPED 6RADE REAR WORD LANAI TYP. BEAM TO POST CONK. SCALE: 3/4"=1'-0" LETTERED DETAILS ARE TYPI GILL FOR NUMBERED DETAILS ARE PLAN THIS HOME 4 SHALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REGU I RFD ALL APPLICABLE AREAS. THESE WHERE SPEG I F I GALL"( INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. dh U e e 24 e to c® * .•W� ov 1, 9q44 c pyr'gh//R141�QR P J 2oLi Structural Engineering, Inc. oCD M z J= W w z_ c c� Q? z w a L Q a' Z= U ..* Q C do Wn V1 .5 j 00 E x Q Q A Jzco F3 LU I ca Y a cccc�� co, m` �h Y.1 p N C: M a IV Ir I M&K project number: 068-2001 1 project mgr: ,J S B drawn by: D R issue date: 10-2 2-2 `I REVISIONS: date: initial: 11/02/2021 EMG sheet: d 0 O J LL 1.I� in 0 Z 0. (n d O U N 'Q LO Y F- Q J� J SD-2 pt •