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HomeMy WebLinkAbout6741 Shelby Lynn WayABBREVIATIOICIS AB ANCHOR BOLT MAS MASONRY A.F.F. ABOVE FINISH FLOOR MAT MATERIAL ADJ. ADJUSTABLE MAX MAXIMUM ALUM. ALUMINUM MC MEDICINE CABINE f ANCH ANCHOR MECH MECHANICAL ANGLE MIN MINIMUM @ AT MIR MIRROR ML MICRO LAM BD. BOARD M.O. MASONRY OPENING; BF BI-FOLD MTL METAL BLDG. BUILDING BM. BEAM N.I.C. NOT IN CONTRACT BLKG BLOCKING (NTS) NOT TO SCALE B.O. BOTTOM OF B.P. BI-PASS DOOR OBS OBSCURED BRG. BEARING O.C. ON CENTER BRK. BRICK OHGD OVERHEAD GARAGE. DOOR OPER OPERATOR C.J. CONTROL JOINT OPNG OPENING CENTER LINE OPT OPTIONAL CMU CONCRETE MASONRY UNIT OSB ORIENTED STAA BOARD COL. COLUMN OZ OUNCE CONC. CONCRETE 1/R ONE ROD COND. CONDITION 1/S ONE SHELF CONT. CONTINUOUS CANT. CANTILEVER PC PRECAST CLG. CEILING PDS PULL -DOWN STAIR CM CROWN MOLDING PKT POCKET DOOR CR CHAIR RAIL PNL PANEL PLYWD PLYWOOD D DRYER PREFAB PREFABRICATED d PENNY PR PAIR DBL. DOUBLE PROJ PROJECTED DIA. DIAMETEn, 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 NO-1 ED 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 WA1 ER CLOSET INSUL. INSULATION WD WOODWWM INT. INTERIOR WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB all V_L) arl i a riTIVI Col-npani,es Matawan Road Matawan, NJ 07747 (732) 383-2200 ASHMERE ASPIRE ELEVATION "B" 6741 SHELBY LYNN WAY ZEPHYRHILLS, FL 33542 LOT 03, 0 TERMITE TREATMENT TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." RELEASE HISTORY � AREA TABULATION: ELEVATION 1 ST FLR A/C ENTRY GARAGE LANAI [TOTAL U R 1 „B,. 11,464 SQ. FT. 33 SQ. FT. 385 SQ. FT. 120 SQ. FT. 2002 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 E R ING INDEX CS1 COVERSHEET & BUILDING DATA C;2 GENERAL NOTES A i .1 FIRST FLOOR PLAN Ac-". I FRONT & REAR ELEVATIONS A2.2 SIDE ELEVATIONS A3.1 ROOF PLAN A5.1 BUILDING SECTIONS Azj.- TYPICAL WALL SECTIONS WP1 WATERPROOFING DETAILS E1.1 FIRST FLOOR ELECTRICAL PLAN P-i .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 W } _ o°� } >frQ0 W U) U w w < LLI — _ > J D r�� Z '6LL00U) zzz~z w Q J W W J =zLLU) �I-QZ� q) cz Q o Q 0 0 u 0 cjj o w �C w A O U) z .j MEMO u„ j A w � mono � f� vJ m< u w w x U) z _O r OG En W U) z O 0 W O a 7 x ~ �0 ♦ ° ATE F �A,J-. 7 O P ��,,f G N AL �% r -i c IMU • LINKTATqALUSA SPRINGS M•, PLAN # 6100 RELEASED: 9/21/21 SHEET cs 'I _ I I I I 1 I I_ I_ _, 1 11 1 1 1 GENERAL CONSTRUCTION NOTES DWELLING -GARAGE SEPARATION: R308.4.3 GLAZING IN WINDOWS R311.7.8.2 CONTINUITY ROOF ASSEMBLIES: GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A R302.5 DWELLING -GARAGE OPENING AND PENETRATION PROTECTION SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER R903.2 FLASHING OPENINGS AND PENETRATIONS THROUGH THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR FLASHINGS SHALL BE USED TO SEAL ROOFING SYSTEMS, WHERE THE SYSTEM IS INTERRUPTED OR THE GARAGE SHALL BE IN ACCORDANCE WITH SECTIONS R302.5.1 THROUGH R302.5.3. 1. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE FEET, SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 11/2 TERMINATED AND SHALL_ BE INSTALLED IN A MANNER THAT PREVENTS MOISTURE FROM ENTERING THE WALL 2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES ABOVE THE FLOOR, INCHES (38 MM) BETWEEN THE WALL AND THE HANDRAILS. AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE PERMEABLE MATERIALS AND AT R302.5.1 OPENING PROTECTION 3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES ABOVE THE FLOOR; AND INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES, 5. MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. EXCEPTIONS: 1. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE TURN. LOCATIONS NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED . 2THE USE OF A VOLUTE, TURNOUT, STARTING EASING OR STARTING NEWEL SHALL BE ALLOWED FLASHINGS FLASHINGS SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, WHEREVER THERE IS A CHANGE IN WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES (35 MM) IN THICKNESS, SOLID OR R308.4.5 GLAZING AND WET SURFACES OVER THE LOWEST TREAD. ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. WHERE FLASHING IS OF METAL, THE METAL ONEYCOMBCORE STEEL DOORS NOT LESS THAN 13/8 INCHES (35 MM) THICK, OR 20-MINUTE FIRE -RATED GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SHALL 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 IA COMPLIANCE WITH RAS 111. EXCEPTION: FLASHING IS NOT REQUIRED AT HIP AND RIDGE JUNCTIONS. R30THE DWELLING -GARAGE FIRE SEPARATION 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 G OPENINGS IN GARAGE WALLS SHALL THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE 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 BOAARDRD 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 INCHES ABOVE THE LANDING AND WITHIN A 60-INCH HORIZONTAL ARC LESS THAN 180 DEGREES 36 C S G C S THE E PROFILE. THE WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE NOT LESS THAN 11/4 INCHES - TO A NAILABLE DECK WITH CORROSION RESISTANT FASTENERS WITH ONE ROW CENTERED IN THE FIELD OF R302.7 UNDER -STAIR PROTECTION FROM THE BOTTOM TREAD NOSING SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. (32 MM) AND NOT MORE THAN 23/4 INCHES (70 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12 INCHES (305 MM) O.C., AND ONE ROW AT THE END ENCLOSED SPACE UNDER STAIRS THAT IS ACCESSED BY A DOOR OR ACCESS PANEL SHALL HAVE WALLS, INCH (0.25 MM). AND SIDE LAPS FASTENED 6 INCHES (152 MM) O.C. UNDER -STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH (12.7 MM) GARAGES: GYPSUM BOARD. GUARDS: 5. TWO LAYERS OF A. REINFORCED SYNTHETIC UNDERLAYMENT THAT HAS A PRODUCT APPROVAL AS AN ALTERNATIVE TO UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II SHALL BE PERMITTED TO BE USED. R309.1 FLOOR SURFACE SYNTHETIC UNDERLAYMENT SHALL HAVE A MINIMUM TEAR STRENGTH OF 15 LBF IN ACCORDANCE WITH ASTM FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX: GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL. R312.1.1 WHERE REQUIRED D4533 AND A MINIMUM TENSILE STRENGTH OF 20 LBF/INCH IN ACCORDANCE WITH ASTM D5035, AND SHALL GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF OPEN -SIDED WALKING NG SURFACES, INCLUDING MEET THE LIQUID WATER TRANSMISSION TEST OF SECTION 8.6 OF ASTM D4869. SYNTHETIC UNDERLAYMENT R302.STAIRS D SMOKE -DEVELOPED INDEX FOR WALL AND CEILING FINISHES SPREAD INDEX AN SMOKE O O THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO RAMPS AND LANDINGS, THAT ARE LOCATED MORE THAN INCHES GS, OC O 30 C ES (762 MM) MEASURED SHALL BE INSTALLED AS FOLLOWS: APPLY A STRIP OF SYNTHETIC UNDERLAYMENT THAT IS HALF THE WIDTH FLAMEFLAME 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 TILE INSTALLATION MANUAL, SIXTH EDITION WHERE THE VASD IS DETERMINED IN ACCORDANCE OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 2. GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF A WITH SECTION R301.2.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. R312.2.1 WINDOWSILLS SPHERE 43/8 INCHES (111 MM) IN DIAMETER. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.7. IN DWELLING UNITS, WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING IS LOCATED LESS EXHAUST SYSTEMS: 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, THAN 24 INCHES (610 MM) ABOVE THE FINISHED FLOOR AND GREATER THAN 72 INCHES (1829 MM) ABOVE CONCRETE FLOORS: WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING, THE OPERABLE M1501.1 OUTDOOR DISCHARGE COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: R506.2.3 VAPOR RETARDER THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS IN E136 REQUIREMENTS. A 6-MIL (0.006 INCH; 152 MM) POLYETHYLENE OR APPROVED VAPOR RETARDER WITH JOINTS LAPPED NOT ACCORDANCE WITH SECTION 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. 6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING TO PASS THROUGH THE OPENING WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. COURSE OR THE PREPARED SUBGRADE WHERE NO BASE COURSE EXISTS. UNIT SEPARATION. 2. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT M1502.4.5 DRYER DUCT LENGTH COMPLY WITH ASTM F2090. EXCEPTION: THE VAPOR RETARDER IS NOT REQUIRED FOR THE FOLLOWING: THE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE DETERMINED BY ONE OF THE METHODS R302.11.1 FIREBLOCKING MATERIALS 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES THAT 1. GARAGES, UTILITY BUILDINGS AND OTHER UNHEATED ACCESSORY STRUCTURES. SPECIFIED IN SECTIONS M1502.4.5.1 THROUGH M1502.4.5.3. EXCEPT AS PROVIDED IN SECTION R302.11, ITEM 4, FIREBLOCKING SHALL CONSIST OF THE FOLLOWING 2 COMPLY WITH SECTION R312.2.. 2. FOR UNHEATED STORAGE ROOMS HAVING AN AREA OF LESS THAN 70 SQUARE FEET (6.5 M2) AND M1502.4.5.1 SPECIFIED LENGTH MATERIALS. STAIRWAYS: CARPORTS. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET (10 668 MM) FROM THE CONNECTION TO THE 3. DRIVEWAYS, WALKS, PATIOS AND OTHER FLATWORK NOT LIKELY TO BE ENCLOSED AND HEATED AT TRANSITION DUCT 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 Ml502.4.5.1. THE MAXIMUM 2. TWO THICKNESSES OF 1-INCH (25.4 MM) NOMINAL LUMBER WITH BROKEN LAP JOINTS. R311.7.1 WIDTH 4. WHERE APPROVED BY THE BUILDING OFFICIAL, BASED ON LOCAL SITE CONDITIONS. LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. 3. ONE THICKNESS OF 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS WITH JOINTS BACKED BY STAIRWAYS SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN CLEAR WIDTH AT ALL POINTS ABOVE THE 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS. PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. THE CLEAR WIDTH OF WALL COVERING: M1502.4.5.2 MANUFACTURER'S INSTRUCTIONS 4. ONE THICKNESS OF 3/4-INCH (19.1 MM) PARTICLEBOARD WITH JOINTS BACKED BY 3/4-INCH (19.1 MM) THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL BE NOT THE SIZE AND MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED BY THE DRYER PARTICLEBOARD. LESS THAN 311/2 INCHES 787 MM WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 INCHES (698 ( ) R702.4.2 BACKER BOARDS MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE CODE OFFICIAL SHALL BE PROVIDED WITH A COPY OF 5. ONE -HALF -INCH (12.7 MM) GYPSUM BOARD. MM) WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. MATERIALS USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN THE INSTALLATION INSTRUCTIONS FOR THE MAKE AND MODEL OF THE DRYER AT THE CONCEALMENT 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 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 R VENTILATOR EDUCT 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 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 INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR BE PROVIDED IN FLOOR -CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: THE RISER HEIGHT SHALL BE NOT MORE THAN 73/4 INCHES (196 MM). THE RISER SHALL BE MEASURED MANUFACTURER FOR EACH WINDOW. ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY 1.CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 MM). R703.4 FLASHING REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL 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 AN ANGLE NOT MORE THAN 30 DEGREES (0.51 RAD) FROM THE VERTICAL. OPEN RISERS ARE PERMITTED APPROVED METAL FLASHING, VINYL FLASHING, SELF ADHERED MEMBRANES AND MECHANICALLY A 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. ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE FASHION 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 l.EXTFROM RIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS 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 EXT SHALL EXTEND END 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: 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 CONDITIONS: RISERS. WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR MECHANICAL AND HVAC: 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE 1. WHERE THE GLAZING IS WITHIN 24 INCHES OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE R311.7.8.1 HEIGHT SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. DOOR IN A CLOSED POSITION. HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, 1.2. IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND 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 EXCEPTIONS: 1.4. IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 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. 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. 4. GLAZING THAT IS ADJACENT TO THE FIXED PANEL OF PATIO DOORS. USED AT THE START OF A FLIGHT, THE HANDRAIL HEIGHT AT THE FITTINGS OR BENDINGS SHALL BE PERMITTED TO EXCEED 38 INCHES (956 MM). 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN WOOD -FRAME CONSTRUCTION. AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF 6. AT WALL AND ROOF INTERSECTIONS. STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. 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FOR COUNTERTOP ERHANGS GREATER THAN 10" TOP PLATE F-2^ MAx 2x4 STUD WALL SEE PLANS FOR WALL LAYOUT U2" GYP. [BASE CABINET AS D. PER SHOP DWGJ N WD.BASE MOLDING FINISH FLOOR ]] FfNSH F OIORI rSUBFLOOR TYPICAL DOOR PLACEMENT DIAGRAMS ODOORS LOCATED WITHIN A LENGTH OF WALL ARE TO BE CENTERED UNLESS DIMENSIONED OR NOTED OTHERWISE. DOORS LOCATED ADJACENT TO WALL B INTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. Ir cl J r Cc W Wz0T_ >_O > cr 0 Q�w� _ J > :D Ir odLL00_cn zzzF_z °C_ja<J WIL=�a _jcnpOU Cn C�=ZLL G � Q jy Q 00 t � �v Q O O � Q H 0 0 U a 0 O w � U) w w w 2 X z O rL U) W to z Oci � o _♦;' r� 7 U'• E F ' U COMMUNIT LINKS AT CALU SPRINGS . - PLAN # 6100, RELEASED: 9/21/21 SHEET A I., I SCALE: 1/4"=1'-0" _ - 4" WIDE STUCCO - - BAND +1 I I I I +1 ---� 4" WIDE STUCCO BAND , WINDOW HEAD & SILL DETAILS SCALE: 3/4"=1'-0" 4" WIDE \ STUCCO \ BAND I +1 d I GARAGE HEAD TRIM DETAIL SCALE: 3/4"=1'-0" ROOF SHINGLES PER COMMUNITY SPECS. 12 5 5:12 0 12 5 12 5 35 SH *35 SH 6068 SGD REAR ELEVATION SCALE: 1 /4"=1'-0" ROOF SHINGLES PER 5:12 COMMUNITY SPECS. 12 12 5 4" WIDE STUCCO BAND (+1) 6" FASCIA, TYP. �\ 5:12 ri F1 4" WIDE STUCCO BAND (+1) EIFIE]EIMEILl CV 16070 GARAGE DOOR 4" STUCCO 3068 BAND (+1) FRONT ELEVATION SCALE: 1 /4"=1'-0" BLDG. HEIGHT ROOF SHINGLES PER COMMUNITY SPECS. T.O. MASONRY c0l"t T.O. WINDOW h r I 11-0 1 Y I - 4" WIDE _ 00 STUCCO BAND oo w_--- J 1 1 �� cu FIN. FLOOR 1'-4" STUCCO BAND RETURN 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 C 1063 (CURRENT EDITION) Ir W J I- W wWZOm Z w0 >ocao W C) F- W cl ULu QZ)W� � W W J Y 0 F- Z �LL00u) Z Z z ~ Z W a = 11 Z = Z cf)OW ^1C4,Q cc C ZZ � Q Q o O � Q Q O O � O z o u Iff" O O w W O w a ct$ U) v< 1-0 w Z w o x x 3 U) l< O tJ to W 0 z Z O 4 U 'o �, 32 H. T E COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 9/21/21 SHEET A2. 1 1._-. _ I II I _ I I I --i.II -. -I 1I ROOF SHINGLES PER COMMUNITY SPECS. 9„ I 911 - � 5:12 ---- � � J 21_011� T�4 RIGHT ELEVATION SCALE: 1 /4"=1'-0" 12 5 12 ROOF SHINGLES PER COMMUNITY SPECS. 5 5:12 12 5 T.O. MASONRY 00 o0 00 . FLR. LEFT ELEVATION SCALE: 1/4"=1'-0" 12 5 5:12 0 91 12 5 9" k L y21-01, `25 SH - 12 \ 5 -�` T.O. MASONRY a0 c0 bo FIN. FLR. PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH "' , `.,.t..: •..x '" 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 C 1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C 1063 (CURRENT EDITION) cr Lu cr- ❑ J � W Wz0� �Oy > cr 0 W Z ❑ F- �UW❑Lu Q❑W1— J � W LLJ ❑ cr cc Y01—z u-00cl) zzzFLU uj J Q -3LLJ _ L U) p 0 U =zLLU) azo ri Q" off cc ccn n 0 � Q Q 0 0 0 r� V U) 0 Z I� 00 0 O o � O i�i � = w w w w � A c m< (j) w w w x cn m< I O_ rL oc U) W tn o� in A ci TE i 0 t3 LINKS AT SPRINGY 3 2�2� PLAN 1 0 RELEASEDN 9/21 /21 SHEET A2.2 I If 11 11V i 1 11 11 1 1 1 1 1 1 1 1 _ I I I_ I _ I II __ I I I ROOF PLAN SCALE: 1 /4"=1'-0" ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 2002 SQ. FT. 961 SQ. IN. UPPER VENT 40% NET VENT MIN. 384 SQ. IN. UPPER VENT 50% NET VENT MAX. 480 SQ. IN. UPPER VENTS REQUIRED 48" TAMCO OFF -RIDGE VENT (138 SI NET FREE) S VENTS NET FREE AREA UPPER ROOF VENTING 414 SQ. IN. NET FREE AREA SOFFIT VENTING 547 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SQ. IN. / LF. 83 LF. NOTE: LOCATE RIDGE VENTS 2'-0" OFF ALL HIPS RIDGES OR VALLEYS, MIN., TYP. R806.2:THE MINIMUM NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. UNDERLAYMENT APPLICATIONS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.1.1 FOR ASPHALT SHINGLES REFERENCE TO SECTION R905.2 FOR TILE ROOFING REFERENCE TO SECTION R905.3 rr w } _ oc J 1- w LUZO� wuiZ0 > tr ¢ 0 w :D C) U)0w Q Z) W ~ _ J Ir Iz IY Y 0 I- Z �LL00� Z Z F_ L J Q 2 J w lL = = lZ ==ZLLCf) C] F- Q ZCZ a Q o rz Q O � a Q 0 0 r� V O Z 0 0 (L o O w O w it U) oct c� w x U) Z 0 U) w 0 U) 04 wz 78 4 tF CommomwPvc, LINKS A CALUSA SPRINGS PLAN # 610 RELEASED: /21/21 SHEET A3 . I BOTTOM OF LIN' @ T-4" A. ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) 5 12 PRE-ENGINEERED ROOF TRUSSES 12 5 SEE FRAMING SHEET FOR DETUS INSULATION PER ENERGY - ------ — --- --- ,CALCS, TYP Xx Yx 7x x�� x x X,0X�Y�Y jII(.x x1'X A y 2 A AT.O. MASONRY 0 -- T.O. WINDOW BEDROOM 3 OCVr%Kl 1 LNDY GREAT ROOM BEDROOM 2 E BUILDING SECTION SCALE: 1/4"=V-0" Of ----------------------- --------------- Lf CONCRETE FOOTING , BUILDING SECTION SCALE: 1/4"=V-0" k- r2 SEE STRUCTURAL PLANS Mf'%f'%r C-"lhlfll =1 =M flf-%RARAI IKII-rX/ k----------- r2 � V-1 MASONRY T.O.WIN_DOw__�____ 00 00 _______ FIN._FLR._ fr Lu Ui z 0 m 3: 0 >_ i­- Ui Lu Z 0 > cr_ < 0 LLJ C) F- 0� Lu > Lu< :D — > < _j U) LLJ LLJ :5 cr Cc cr 0 F— Z LL 0 0 U) Lu z z F_ z < U) < _j < 2 _j LIJ 0- 2 U) C) 1 z LL0 U) P < � '-4 < O 0 0 u 0 O M I.." 0 U J w~ < 0 1-i U) In" x t� w w w zA a, U) w x X U) z 0 OC U) ui cn z 0 & T lij comNWAMP'll LINKS AT CALLISA SPRINGS , -, PLAN # 6100 RELEASED: 9/21/21 SHEET A5,1 12 SEE ROOF PLAN INSULATION PER — COMMUNITY SPEC. SEE ENERGY CALLS. 1/2" (MIN.) CLG. BD. - 1 x 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 @ 24" O.C. BASE BOARD SEE SOFFIT AT RAKE (BEYOND) ROOF PLAN REFER TO PLANS FINISH PER PLAN 7/8 STUCCO OVER LATH W/ 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB L (OR APPROVED EQUAL) BENT METAL FLASHING - REFER TO "L" FLASHING DETAIL 2X LEDGER BOARD OIL TOP OF C.M.U. (REFER TO ELEV.) INSULATION AS 2X ALUM WRAPPED FASCIA PER SPECS. ----" BD. WALUM DRIP EDGE PRE-ENGINEERED SOFFIT INSTALLED PER GABLE END ROOF MANUF. SPECS TRUSS - REFER TO 2X PT BLOCKING STRUCTURALS HURRICANE STRAP - REFER TO STRUCTURALS 1/2" (MIN.) CLG. BD. MASONRY LINTEL - REFER TO STRUCTURALS TYP. HIPPED PENT ROOF DETAIL SCALE: 1/2" = 1'-O" ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER R905.1.1.1 (SEE SHEET CS2) PRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. OIL TOP OF C.M.U. \AF(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 WINDOW SCALE: 1/2" = 1'-O" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS PROVIDE 2X4— FRAMED ENCLOSURE FOR ELECTRICAL PANEL, FINISH W/ �' GYPSUM BOARD ELECTRIC METER LOCATION - SEE PLANS. VERIFY INSTALLATION IN FIELD STUCCO FINISH EXTERIOR— CMU BLOCK WALL NOTE: ELECTRICAL PANEL IS TO BE INSTALLED ACCORDING TO ALL APPLICABLE LOCAL, STATE AND NATIONAL CODES. VERIFY PANEL DIMENSIONS PRIOR TO CONSTRUCTION. GYPSUM — GYPSUM BOARD BOARD z g I3 1/2" GYPSUM w GARAGE a BOARD NICHE FOR ELECTRICA PANEL & WIRING CV ih ELECTRICAL PANEL ELECTRICA PANEL CV `° EXTERIOR- CMU BLOCI WALL iv CONCRETE CONCRETE CURB REFER CURB REFE TO PLANS TO PLANS CONCRETE- Y � ;.' SLAB ON GRADE GRADE AT GARAGE FLOOR 1-STORY - MASONRY WALL 12 SEE ROOF PLAN 1/2" (MIN.) CLG. BD. (I" TYPE 'X' GYP. BD. TO BE PROVIDED WHEN LIVING SPACE IS ABOVE GARAGE) GARAGE SLAB, SEE STRUCTURAL PLANS SLOPE 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 8" CMU BLOCK W/ CEMENTITIOUS FINISH (BEYOND) EXPANSION JOINT DRIVEWAY PER COMMUNITY 4" SPECS SLOP0'-0" E FIN. FL. �r co WALL SECTION SCALE: 1/2" = 1'-O" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS T.O. M z a � w d I I I I I I I I I I I I I I I L ----- E::]E: I I I I I I I I I I I I I I I I I I I I I I I I cV Ch <V L :]E: ---- 1' R 7�_ �=E: ELECTRICAL PANEL NICHE AT CMU BLOCK WALL SCALE: 1/2" = 1'-O" FOUNDATION PER STRUCTURAL DRAWINGS GARAGE DOOR NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION H cc w ❑��w wz0� w�z0 5; < o cUww r� Q Z) W_ F- _ 1 J Z3x T_cc ZOOcn W z W J a � a T_�❑OU �2Zu-V.) �I—Qz❑ r n a O cc C Q � H i I i 0 i I 0 0 I 0 0 0 O oM.�I w U U wOEMw ~ rL U) U) w w w x lX vt O_ cn w z O� 1aaa CS11� �r S T D tjtAK�gFALUSA PLAN # 6100 RELEASED: 9/21/21 SHEET Av.2 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) "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, 9ETAL FLASHING (NAIL TO ROOF ►ECK, NOT WALL SHEATHING) �E AND WATER SHIELD 5" VERTICAL AND 15" DOWN ROOF ',AP SHINGLE - DO NOT NAIL, JSTALL WITH ROOF CEMENT GOOF CEMENT flINGLE ROOFING 4) INSTALL WINDOW OR DOOR. FASTEN PER PRODUCT APPROVALS AND SEAL WINDOW OR DOOR FRAME TO P.T. WOOD BUCK AND MASONRY SEAL EDGE OF P.T. WOOL BUCK TO MASONRY WOOD SHEATHI� BARRICADE PLUS WF (OR APPROVED EQUA LAP SIDING (PER BUILDE MIN. LAP (PER MANUF. SPEC STARTER STRIP (PER MANUF. SPEC MIN. CLEARANCE (PER MANUF. SPEC 5X5 "L" TYPE CONTINUOUS GAL METAL FLASHING (NAIL TO ROOF DEC NOT WALL SHEATHINI CAP SHINGLE - DO NOT NAIL, INSTAI WITH ROOF CEME� ROOF CEME� SHINGLE ROOFIN "L" FLASHING - SIDING SCALE: N.T.S. s; 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 WRB APPROX. 1-1/2" ABOVE SHINGLES ROOF/WALL SCREED 5X5 WALL FLASHING KICK -OUT FLASHING (SEE DTL. BELOW) FELT UNDERLAYMENT OR ICE AND WATER SHIELD AS REQ'D BY CODE _E ROOFING LJI L11 L_LJ VI L_. %J V LI LLf-LI V , EXTEND BELOW SHEATHING, MECH. FASTEN 4" O.C. MAX. KICKOUT DETAIL SCALE: N.T.S. STEP 1 FOLD 0 FOLD INWARD @ PT. A LAUM!wl 0 ©© �— FOLD @ 77° 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 Q Eo FOLD INWARD @ PT. A CREASE @ PT. B STEP 4 J WATERTIGHT SEAL. FOLD. DO NOT CUT. BOTTOM FLANGE FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C FOLD PT. C OVER PT. B TILL PT. C TOUCHES BOTTOM FLANGE w uj �0 0� >cr<0 w:DaF- (r I— w p < :D =�>IL a :D cr Y O H Z 6 tl 0 0 cn zzzizz cn¢_ wa=cn 00 p2ZU-cn �I-azo r` Q, O ccI-- r` Q � Q 0 0 0 r� V 0 u z 0 c i~ o p� 0j 0 I...r aj.0 w �W w 0.. cn w x X U) "Q 0 cn w cn o� W rlz aaaaa O P�. E C m LINKS AT CALUSA SPRINGS PLAN•# 6100 RELEASED: 9/21/21 SHEET GYP I z n z C J z 1J Z 7C z z Q 2 z C z C J_ z Q z a A J D a z x u m 0 5 z u z Q z Q x a �n z u w ELECTRICAL METER (V.I.F) FIRST FLOOR ELECTRICAL PLAN SCALE: 1 /4"=1'-O" 'CONNECT 2" PVC CONDUIT 2-2/0 COPPER O OR COPPER OR 2-4/0 ALUMINUM 200 AMP 42 METER 1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT #4 COPPER OR ALUM. 11BREAKER PVC 1/2" PVC CONCRETE ENCASED GROUNDED ELECTRODE I ELECTRICAL RISER DIAGRAM NOT TO SCALE 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 FOUR-WAY SWITCH KEYLESS LIGHT FIXTURE CEILING MOUNTED LED LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE 0l 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) oM COMBINATION SMOKE / CO2 DETECTOR ® SMOKE DETECTOR b TELEPHONE (OPTIONAL) El TELEVISION (OPTIONAL) j>M] ELECTRIC METER ELECTRIC PANEL -� DISCONNECT SWITCH Q JUNCTION BOX /I- STANDARD ELECTRICAL LINE NOTES: 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AND ARC FAULT CIRCUIT INTERRUPTERS (AFCI) PER 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 IY w } 2 Ir �OOI=- >owCQO w�pF- U w 0 _ Q = W_ ~ J > w it Y 0 F- Z �w00_C/) Z zZ z ~ Z_ J w a 2 Ir n- OU =ZLL(_n zp �F-Qcz fZ � Zcco Q Q O � O a H 0 0 0 U r� V 0 z O 0 0 0j 0 LL" U w w U) JL r•.r u in IL w m j w w w w x ..1.. U) O_ OC U) W 0 tw O� in o aaaaa [LZ COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 9/21/21 SHEET Elel I III 1 '1 L, I I Alf 11 SLAB PENETRATION PLAN SCALE: 1 /4"=1'-0" (r w CC 0 0 > aC Q 0 W 1-- cAUw W Q = _W ~ _ > J Y Q I- z LL 0 � _O z o- � � J Q � J W CL _ CL J U p O U = z LL U) �F-Qz❑ � Q CZ o n I- O �a Q O O O U Z O (� O O Z w o z I w(L w w (L a� m ocC w j w U) w 2 z U) z 0 cn W c O rn � C z aaaaa COMMUNITY; LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 9/21/21 SHEET p1.1 MA50NRY LINTEL A55EMBL I E5 5EE 5GHEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO rr---71 MIN. (1) GOUR5E/BOND I i 1 MIN. (1) COURSEA30W I LQJ i BEAM ABOVE LINTEL 1 L4J i BEAM ABOVE LINTEL GROUT GROUT BOTTOM REINF. i .i ' PREGAST LINTEL w/ PREGAST LINTEL W �c EMBEDDED REINF. � EMBEDDED REINF. MB-1 MB-2 rr--T, I 1 - TOP COURSE, IF TOP COURSE, IF in a l L4J 1 I 1 REOV PER ARGH. REOV PER ARCH. TOP REINF. OR GONT. GONT. BOND BEAM BOND BEAM REINF. REINF. AS READ GROUT GROUT `I- Cliz4-13OTTOM REINF. BOTTOM REINF. • -- PRECAST LINTEL w/ EMBEDDED REINF. PRECAST LINTEL W EMBEDDED REINF. MB-3 N MB-4 MA50NRY LINTEL DETA I L5 REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT MB-1 8F8-OB/OT ----- ----- MB-2 8F8-I6/OT ----- (1) #5 M6-3 8FIb-IB/IT (1) #5 (1) #5 M5-4 8RF14-I13 ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T CO., AND LOTT'5 CONCRETE. NOTE5: I. ALL LINTEL5 W 5PAN5 GREATER THAN 14'-O" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REQURIED. 3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT CUT OR MODIFY PRESTRESSED LINTEL5. 5. ALL REINFORCEMENT SHALL BE 6RADE 60, f y=60 k5i 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DESIGN. 1. ALL LINTEL5 ARE TO BE LOCATED DIRECTLY 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 5D-I FOUNDATION DETAILS 5D-2 STRUCTURAL DETAILS PB5B-I STRUCTURAL DETAILS GENERAL 5TRUGTURAL NOTES FOUNDATION • DESIGN 15 BASED ON -Ith EDITION (2020) FLORIDA BUILDING CODE. • FOOTING DE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE SOIL BEARING CAPACITY OF 1,500 P5F. • ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT W/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALL5 TO SLAB WITH Y4" DIA. x 23/4" LONG TAPGON5 a 32" o.G. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY CORRO51ON-RE515TANCE COMPATIBILITY OF HARDWARE 6 FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER � HARDWARE SUPPLIERS TO GOORD. • CONCRETE DE516N BASED ON AGI 518. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE STRENGTHS IN 28 DAYS, U.N.O.: f'G = 2,500 psi: ....... FOOTIN65 2,500 p5i:....... SLABS ON 6RADE (INTERIOR 8 EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXP05ED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FINISH GRADE. • FOOTIN65 AND 5LAB5 ON GRADE SHALL BEAR ON GLEAN, FIRM VIR61N 501L 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. • GROUT SHALL BE A5TM G416 F'G=3000 PSI w/ MAX 3/8" A66RE6ATE • CONCRETE MA50NRY UNITS SHALL BE A5TM GqO WITH A MINIMUM COMPRESSIVE STRENGTH OF Ig00 PSI (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G270, TYPE 5. GMU DE516N BASED ON AGI 530/530.1 • REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL AL16N WITH FOOTING DOWEL BELOW. PROVIDE MIN 50" LAP SPLICE WIT14 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. a EXT. PERIMETER) • PROVIDE (1) #5 BAR GROUTED SOLID ON EACH SIDE OF ALL MASONRY OPENIN65 AND AT ALL WALL CORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MASONRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 6-0" O.G. IN EXTERIOR WALL5. (AS 5HOWN ON PLANS) • ROUGH OPENIN65 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB EDGES, 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 a 12'-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE A5 GL05E TO SQUARES A5 POSSIBLE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION 5PEG I � I GATI ON5 (TYP. U.N.O.) DESCRIPTION OF BLDG. ELEMENT 3"xO.131" NAILS 3x0.120" NAILS JOIST TO SOLE PLATE (5) TOENAILS (5) TOENAILS* SOLE PLATE TO JOI5T/BLK'6. (5) NAILS a 4" o.c. (3) NAILS a 4" o.c. STUD TO SOLE PLATE 2) TOENAILS (3) TOENAIL5# TOP OR SOLE PLATE TO STUD 2 NAILS (5) NAILS RIM TO TOP PLATE TOENAILS a 8" o.G. TOENAILS a 6" o.G.* BLK'6. BTWN. JOISTS TO TOP PL. (5) TOENAILS (3) TOENAILS* DOUBLE STUD NAILS a 24" o.c. NAILS a 16" o.c. DOUBLE TOP PLATE NAILS a 24" o.G. NAILS a 16" o.c. DOUBLE TOP PLATE LAP SPLICE q NAILS IN LAPPED AREA (II NAILS IN LAPPED AREA TOP PLATE LAP a CORNERS 4 INTER5EGTIN6 WALL5 (2) NAILS (2) NAILS • 2Y2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"0.120", SAME SPACING OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE * ARE SHOWN) THI5 MODEL HAS BEEN DES16NED IN AGCORDANGE WITH THE �th EDITION (2020) FLORIDA BU I LD I N6 GODE (5EGT1 ON 160q) LATERAL DES 16N REQUIREMENTS FOR THE FOLLOWIN6 WIND SPEED 4 EXPOSURE ONLY: 140 MPH - EXP. B WIND I MPORTANGE FAGTOR = 1.0 INTERNAL PRESSURE GOEFF I G I ENT = ENGLOSED, +/- 0.0 ANY WIND SPEED/EXPOSURE NOT L I5TED HERE REQUIRES FORMAL EVALUATION � APPROVAL FROM M+K STRUCTURAL EN61 NEER I N6. EXTERIOR 4 5HEAR lNALL 5HEATH I N6 5PEG I F I GATI ON5 INDICATES LOCATION AND EXTENT OF 5HEARWALL WHIGH REQUIRES SHEATHING AND/ OR FA5TENIN6 SPECIFICATIONS BEYOND THAT OF 5TNDRD CONSTRUCTION SYMBOL SHEAR PANEL SPED. 15/32" PLYWOOD OR 05E3 FASTENED w/ PI 2y2"xO.131" NAILS © 6" o.C. ALON6 PANEL ED6E5 AND 12" o.C. IN THE PANEL FIELD. 15/32" PLYWOOD OR 05B FASTENED w/ P3 2)2"x0.131" NAILS @ 3" o.G. ALON6 PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. STANDARD EXTERIOR WALL SHEATHING REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALLS w/ 15/32" PLYWOOD OR O5B FASTENED w/ 2Y2"xO.131" NAILS a 6" O.G. AT ALL PANEL EDGES AND a 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL EDGES SHALL OCCUR OVER FRAMING OR 2X BLOCKING SHALL BE PROVIDED TO SUPPORT PANEL EDGE AND FA5TENIN6 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING a 16"o.G. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALL5 511ALL HAVE DOUBLE TOP PLATES FASTENED T06ETFIL=R w/ 3Y2"xO.131" NAILS a 16"o.c. USE (8) 3Y2"xO.131" NAILS a LA. LAP SPLICE. (TYP. U.N.O.) 4. LATERAL ANALY515 ASSUMES ALL INTERIOR 5HEARWALLS AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENINGS. 5. SEE ARCHITECTURAL DRAWINGS FOR ADD'L WALL CONSTRUCTION REQUIREMENTS. 6. ALL EXTERIOR HALLS ARE CONSIDERED 5HEARWALL5. 1. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. 8. A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENINGS ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LONG AS THEY ARE FRAMED OUT TO PROVIDE THE SHEATHING EDGE NAILING REQUIRED AND OCCUR 16" MINIMUM FROM THE ENDS OF THE 5HEARWALL. q. ALL SHEATHING PANELS TO MEET U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 WITH 32,�6 SPAN RATING (MAX.) 10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE ARCHITECTURAL PLANS, THE SHEATHING USED IN THE -FIRE RATED A55EMBLIE5 SHALL BE NOMINAL t;/32" THICK, APA RATED SHEATHING �F, EXPOSURE 1 05B OR PLYWOOD PEI ACCORDANCE WITH THE UL DE516N5 SPECIFIED. Window � Door Allowable Wind Pre55ure5 140 MPH Wind Zone Ex o5ure B®° OPENING 51ZE INTERIOR ZONES END ZONES 8' Garage Door +18.5 P5F/-20.q PSF +15.5 P5F/-20.q P5F 16Garage Door +11.1 PSF/-Iq.1 P5F +11.1 PSF/-Iq.1 P5F 10 SOFT. +21.2 P5F/-22.g 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 PSF +Iq.O P5F/-23.q PSF 100 SOFT. +18.0 P5F/-Iq.B P5F +18.0 P5F/-22.0 P5F 500 5QFT. +15.8 P5F/-11.6 P5F +15.8 P5F/-11.6 P5F (DEnd Zone i5 defined a5 the 5maller of 10% of leo5t horiz. dim. or 40% of mean roof height. ®Pressures have been derived from 2020 FBG Table R301.2(2). ©Pressures charted here are allowable Pre55ure5 and have been reduced per A5GE 1-16 section 2.4.1 from ultimate pre55ures. Divide allowable pressures above by a factor of 0.6 for ult. pressures. ROOF FRAMIN6 • SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF SHEATHING SHALL BE 1/16" MIN. 05B/PLYWOOD SHEATHING 24/b EXP05URE I. FASTEN SHEATHING TO ROOF MEMBERS w/ 2 3/8"x0.113" RING SHANK NAILS (RSR5-01 OR EQUIV.) a 6" O.G. AT PANEL EDGES s a 6" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END 4 DRAG TRUSSES w/ RING SHANK NAILS a 3" O.G. (U.N.O.). PROVIDE BLOCKING ALONG PANEL EDGES AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGES. • ROOF SHEATHING FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRUSS ALL VALLEY SETS. FASTEN EACH TO TRUS5 BELOW w/ 51MP50N VTGR CLIPS a 24" O.G. • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRUSS MANUFACTURER, UNLESS OTHERN15E NOTED. • ERECT AND INSTALL ROOF TRUSSES PER WTGA i TPI'5 BG51 I GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING � BRACING OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRU55 SHOP DW65, SHALL BE SUBMITTED TO ARCH i EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"x0.131" NAILS a 16" O.G. UPL I F02T GONNEGT0R5 BEARING CONDITION TRU55 CONNECTOR LENGTH < 15' 51MP50N H2.5T SINGLE ROOF TRU55 BEARING ON WOOD STUD WALL/WOOD BEAM > 15' 51MP50N HIOA ROOF GIRDER TRUSS BEARING ON WOOD STUD WALL/WOOD BEAM ALL SIMPSON HT520 SINGLE ROOF TRUSS OR PORCH ALL SIMPSON HETA16 BEAM BEARING ON GMU WALL ROOF 63., FLUSH BEAM OR FLUSH 6.T. BR6. ON GMU WALL ALL (2) SIMP50N HETAI6 ALL BEARING POINTS OF EACH ROOF TRUSS SHALL BE CONNECTED WITH CONNECTOR AS LISTED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DESIGN THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION". MdK HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-7-16. ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRAWING SHALL SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR 5PEGIFIGATION5 AND LOADS 5HOWN ON THE SHOP CARDS. LEGEND • INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL I: :I EXTENT OF OVERFRAMIN6 • INDICATES I/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE (5EE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE 50LID BLOCKING UNDER P05T OR JAMB ABOVE, GENERAL 5TRUGTURAL NOTE5 • DESIGN 15 BASED ON 1th EDITION (2020) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON NDS, "NATIONAL DE516N 5PECIFIGATION FOR WOOD CON5TRUCTION" - LATEST EDITION. • DE516N LOADS: ROOF LIVE = 20 PSF DEAD = -I P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INCLUDING STAIRS 4 DEGK5) = 30 P5F a SLEEPING AREAS = 50 P5F a GARAGE = 200 # POINT LOAD a GUARDS/HANDRAILS = 50 P5F a GUARD IN -FILL COMPONENTS DEAD = 10 P5F (20 P5F TOTAL a TILE) WIND ULTIMATE WIND SPEED � EXP05URE A5 L15TED RISK GATE60RY 11 GENERAL FRAMIN6 • EXTERIOR WOOD STUD BEARING WALL5 SHALL BE 2x 5PF#2 OR 5YP#2 a 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARING WALLS SHALL BE 2x 5PF OR 5YP 'STUD' 6RADE LUMBER a 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x 'STUD' 6RADE MEMBERS SPACED a 16" O.G. (MAX.). • ALL NON-BEARIN6 INTERIOR STUD WALLS SHALL BE CONSTRUCTED WITH 2x 'STUD' 6RADE MEMBERS SPACED a 24" O.G. (MAX.). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 6 (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 $ OTHER STRUCTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS $ HEADERS W/ 3-ROW5 OF 3"xO.131" NAILS a 12" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES a 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FACE NAIL BUILT UP 2x POSTS W/ 3"xO.131" NAILS a 16" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES a 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALLS w/ 1/16" 0513 FASTENED w/ 21/2"x0.131" NAILS a 6" O.G. ® EDGES & 12" O.G. a CENTER FIELD. PROVIDE HORIZONTAL 2x BLOCKING AT ALL UNSUPPORTED PANEL EDGES. 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=1.55x10^6 psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10^6 psi . FOR 2 � 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OF 3"xO.131" NAILS a 8" O/G OR 2 ROW5Y4"x3Y2" SIMP50N 505 5GREW5 (OR 3Y2" TRU55LOK 5GREW5) a 16" O/G. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP $ BOTTOM NAIL5/5GREW5 2" FROM EDGE. 50LID 3 Y2" OR 5)/4" BEAMS ARE ACCEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OFY4"xb" 51MP50N 505 5GREW5 (OR 6 3/4" TRU55LOK 5GREW5) a 16" O/G. USE A MINIMUM OF 4 ROWS FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES (ONE 51DE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. 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" LONG TAPGON5 a 24" O.G. FLOOR FRAM I N6 • I-JOI5T5/TRU5SE5 SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HANGERS SHALL BE SPECIFIED BY I -JOIST /TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • I-JOI5T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY • FLOOR 5HEATHIN6 SHALL BE 23/32" CONFORMING TO P52-04, 24" O.G., EXPOSURE I, TONGUE AND GROOVE EDGES, FASTEN SHEATHING TO FRAMING MEMBERS W/ GLUE AND 3"xO.131" NAILS a 6" O.G. AT PANEL EDGES 1 12" O.G. AT INTERMEDIATE SUPPORTS. TYPICAL STAIR GON5TRUCTION NOTES • (3) SINGLE PLY 2x12 STRINGERS FASTENED TO HEADER AT TOP OR LANDING, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM w/ (1) 51MP50N A35 CLIP AT EACH STRINGER. • FASTEN 2x6 P.T. PLATE TO CONCRETE SLAB w/ (5) 3/b" DIA. x 3 Y2" LONG TAPGON5. • FASTEN END 5TRIN6ER5 TO ADJACENT WALL5 w/ (2) 3"xO.131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE 3/4" FLOOR DECKING ON RISERS AND I" FLOOR DECKING ON TREADS. • SEE STAIR FRAMING SECTION FOR MORE INFO. L,v: seal: ; • G * i 78 =1. p : ,0 TE • 1. 0•'-0R IC ' •���S+�DIV A L L �/11111l1 © copyright : MULHERN & KULPS E P 2 3 202 Structuraitpineering, Inc. cz z JE=- w w z o w J d CI CID Q Z= Ej A �EpC UJ F- c :2 a� '5 j -+ m E 3 Q Q A _J Z CD o o C? W Y 2(0 CO) m L6 W C N M&K project number: 068-2001 1 project mgr: J S B drawn by BC issue date: 09-220-21 REVISIONS: date: initial: LU J 0 w Z � O ° J LL � W U D Z o � o z J J sheet: SM0.0 IL _ I !. _ i I I_ i I - 1-- - - - -�I - - - -- -- - I - - - I - LEGEND seal: ,G�FR�s,. �`CEN• lc��r 35'-0" ® INTERIOR BEARING WALL = �• » 24 •; • - - - BEARIN6 WALL ABOVE, : ; 1� 1 if IS -0 12 -O 8 -O . BEAM / HEADER : AT OF • ` • LOCATION AND EXTENT OF SHEARWALL ` Sf�u"... .��,,` O Co��`��V �r�� mg, In2r p � 3 2 LANAI SLAB: r— 3 Y2" GONG. SLAB ON EXTENT OF OVERERAMIN6 GRADE (2500 P51 ' Z I2" WIDE GO GOING. N — MIN.) W 6x6-W1.4xW1.4 INDICATES 1/8" A" SAW GUT CONTROL JOINT � ,°„ W o TURNDOWN EXTENDED " I � I a MESH OR FIBER MESH ON q5% COMPACTED - o 1 INDICATES LOCATION OF REINEORGED GMU GORE ED�' (SEE NOTES) N = z o M � o1 - MIN. 12 BELOW GRADE = I I FILL OR VIRGIN SOIL. o — z L<u I i L METAL HAN6ER + 2 , q ( I 2 WAG � INDICATES POST ABOVE. PROVIDE SOLID z CCa o 5D-I 5D-I 3 Y �� STEP SDI I 2 5D-I UNIT BLOCKING UNDER P05T OR JAMB ABOVE. .� 1 ME. . I . REFER TO S-O.O FOR TYPICAL _- m —6� 2�� -- — — — — — 181 — — — Io'_2" — — STRUGTUi2I-�L NOTS SGH�DUL�S a E C3 Z 0 15.6.D. CP =o o m U-) W cN RECESS PER °C "' 0' • I I MANUFAGTURERS 3 INSTRUCTION I - I 3 I I I M&K project number: I L 068-2001 1 •I project mgr: .J S B I NOTE: REFER TO BLOCK I • drawn by: BC PLAN FOR ALL DOWEL issue date: 09 _2 O_2 1 LOCATION DIMENSIONS. - REVISIONS: i m I I I date: initial: i I I o o r- 2 I I of r l 4 I v 2Cz I I C I I I O •I I I 181_�l 17_Q 5D- I 3 Y2 STEP —L 3 Y2 STEP I--- L • 4 I 6 2 5D-I I 5D-I I _ � 6ARA6E SLAB: I 3 Y2 GONG. SLAB ON 6RADE L (2500 PSI MIN.) w/ 6x6-W1.4xW1.4 I — — — — — w Q MESH OR FIBER MESH OVER 6 I �--I Q _ MIL. POLY ON q5% COMPACTED I — —_ 0 FILL OR VIRGIN SOIL. 2-I O -J _ ( I d U 5 � 5 o W 'Q 0. L--------------J 0 Z VI sheet: 1 SLA5 PLAN 5D- I 18 11 �� 11 -8 5 -0 I -4 10 -0 SCALE: 1/4"=1'-O" (22x34 SHEET) SCALE: 1/6 =1'-O" (IlxI1 SHEET) Fmi,10 35'-0 -- N 1 I r— N m 35'-0'I 5'-4'1 ,. 4'-6 ,. 4'_511 41_511 6�-2" .2�-6" 4'-6 3�_2 , LEGEND • ® INTERIOR BEARIN6 WALL • - - - BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF SHEARWALL I: : I EXTENT OF OVERFRAMIN6 • INDIGATE5 I/8" A" 5AW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE El (5EE NOTE5) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE SOLID BLOGKIN6 UNDER P05T OR JAMB ABOVE. MASONRY LINTEL ASBEMSL I E5 5EE 5GHEDULE AND 5PEGIFIGATION5 FOR ADVL INFO i 4�}t— MIN. (1) COUR5E/BOND I �4�+ �— MIN. (1) GOURSEMM I I BEAM ABOVE LINTEL I I BEAM ABOVE LINTEL GROUT GROUT BOTTOM REIN. PRECAST LINTEL w/ a PRECAST LINTEL W EMBEDDED REINF. % 4_&_ EMBEDDED REINF. MB-1 MB-2 i ii i— TOP COURSE, IF I +-- I REQb PER ARC TOP COURSE, IF L4J I m� I L4J +I I H. I I REOV PER ARCH. L----J CONT. BOND BEAM TOP REINF. OR CONT. BOND BEAM REIN. REIN. A5 REQb k4 GROUT GROUT BOTTOM REIN. BOTTOM REINF. a PRECAST LINTEL w/ PRECAST LIEMBEDDED REIN. I a• I NTEL w/ �� EMBEDDED REIN. �T MB-3 ry MB-4 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES � SGHEDULES seal: %losnl r fill, �PMES , .••4z' o.yl r 3 "A T TE OF © copyright r� "••'�ric�L ' s+�y; �►�A�se1, llf6' 2 3 2 z =1J w w Z c c0 CD z w J a Q Zcr_� Q� C) Q LU cn � ,Z T i a A 5 °O E >A, J Z CD �� -0 2c9 y LU m LO C N = co d IV M&K project number: 068-200 1 1 project mgr: JSB drawn by: BC issue date: 09-20-2 1 REVISIONS: date: initial: J W 0 2 g W Y � U = O CO J M sheet: d Q 0 J LL d Ln D J d U O d (Y) W f- x 0 z J J SCALE: 1/4"=V-0" (22x54 SHEET) SCALE: I/5"=1'-0" (IlxI 1 SHEET) Fm2.0 REAR LANAI DROPPED BEAM5: (2)2xl2 W/ Y2" 05B/PLYWOOD M-Flmm DI 1iG /1L 2 i FASTEN DROPPED BEAM5 TO P05T5 PER DTL U/5D-2 (TYP. OF 2) L.l 1 1 �I �. 1 L 1 ✓ \ 1 1 I V I ✓� i� LU �` < I m �q I I QL 5D-2 �� Q - --fr - -ff- DROPPED - BEAM - T ioel 4x6 POST W/ SIMP50N >- ABA46Z BA5E m I (TYP. OF 2) Q� w C I I �j 5D-2 Q — — — — i i 20 HIP GIRDER TRU55 I SD-2 I 51MP50N HUG412 FA5TENED BAGK TO GMU BLOGK W/ SIMP50N TITEN SGREW5 �� o I v I VALLEY O.F. o I o > I > I �, \ TRU55 ® 24 O.G. \ HIP 61RDER TRU55 / I LU I \ / I nn. \ / (nnI Ho I o o � a r I I I I 1 i 5D-2 --------------- I I I I I I z t- U L I I / in 5D-2 I oW \ N� \ <W \ \ Zo LA HIP GIRDER TRU55 I I o� I o� I '- 7 SD-2 \ I STRUGTURAL 6ABLE END HIP 61RDER TRU55 I F 3 5D-2 5D 2 I 5D-2 I ------------------------------- I � ' I ----- ----r � ' I � 5TRUGTURAL 6ABLE END HIP 61RDER TRU55 ! I L U r LEGENP • ® INTERIOR BEARIN6 WALL • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF SHEARWALL I: :I EXTENT OF OVERFRAMIN6 L - - _ J • . INDICATES I/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED CMU GORE El (SEE NOTES) J L METAL HAN6ER INDICATES POST ABOVE. PROVIDE SOLID BLOGKIN6 UNDER P05T OR JAMB ABOVE. ROOD R*M 1 NCB PLAN SCALE: 1/4"=1'-O" (22x34 SHEET SCALE: I/8"=1'-O" (IlxI1 SHEET) ROOF FRAMIN6 • SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS CONNECTORS. ROOF 5HEATHIN6 SHALL BE 7/16" MIN. 05B/PLYWOOD 5HEATHIN6 24/b, EXP05URE I. FASTEN SHEATHIN6 TO ROOF MEMBERS w/ 2 3/8"xO.113" RIN6 SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL ED6E5 0 6" O.G. IN FIELD. FASTEN SHEATHIN6 TO GABLE END & DRA6 TRUSSES W/ RING SHANK NAILS 0 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALON6 PANEL ED6E5 AT FIRST 2 TRUSS BAYS FROM 6ABLE END. PROVIDE "H" STYLE GLIP5 ALON6 UNSUPPORTED ED6E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. TRU55 ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW W/ 5IMP50N VTGR CLIPS 0 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRUSS MANUFAGTURER, UNLE55 OTHERN15E NOTED. • ERECT AND INSTALL ROOF TRUSSES PER WTGA d TPI'S BG51 I GUIDE TO 600D PRACTICE FOR HANDLIN6, IN5TALLIN6 $ BRAGIN6 OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH i SHORT SPAN ROOF TRUSSES W/ 2x4 LED6ER FASTENED TO FRAMIN6 W/(2) 3"xO.131" NAILS 0 16" O.G. UPL 1 PT GONNEGTOR5 BEARIN6 CONDITION TRU55 CONNECTOR LENGTH < 15' S1MP50N H2.5T 51N6LE ROOF TRUSS BEARIN6 ON > 15' SIMPSON HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRU55 BEARIN6 ON WOOD STUD WALL/WOOD BEAM ALL 51MP50N HT520 51N6LE ROOF TRU55 OR PORCH ALL 51MP50N HETA16 BEAM BEARIN6 ON GMU WALL ROOF 6.T., FLUSH BEAM OR ALL (2) SIMP50N HETAI6 FLUSH &T. BR6. ON GMU WALL ALL BEARIN6 POINTS OF EACH ROOF TRUSS SHALL BE CONNECTED WITH CONNECTOR AS LISTED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION". MW HAS EN6INEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-7-I6. ALL UPLIFT GONNEGTOR5 AND LOADS PER THIS DRAWING SHALL SUPERSEDE THE TRUSS MANUFAGTURER'5 UPLIFT CONNECTOR SPECIFICATIONS AND LOADS 5HOWN ON THE SHOP CARDS. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES & SGHEDULES seal: �.• E, �;. TE O� .PS;•.•O q I 0 © copyright : Mini i�►4uL 60 2 3 2021 Strut ra� ineerdrlg,0c. JLU w w z o z Q � .n Z= A c Ww E v w .5j = M E Q > A �o J� Z VCD W Y m CO) LO W C N C. M n. 7 M&I( project number: 068-2001 1 project mgr: J S B drawn Y. B G issue date: 09-20-2 1 REVISIONS: ■ date: initial: ■ sheet: Som1.3 _ _ 1 - - - - _ II - - - FILLED GELL5 (SEE PLAN) TOP YIEW @CORNER GONG. OR PAVER GARAGE WALL DRIVEWAY BEYOND GARAGE SLAB m 4" (SEE PLAN) _ 177 =1 I=1 I=1 I -III -I 1=I=I-i I' 16"x8" THIGKENE =III-III-III-III=III-III-III; EDGE W/ (2) #5 -I i-III-I I=1 1=III=III= GONT. I I I„ I-1 I I-III=1 I I=i THICKENED EDGE ® 6ARA6E DOOR DETA I L SCALE: NTS 8" GMU BLOCK 11v R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ HOUSE SLAB FOUNDATION DOWEL MIN. (SEE PLAN) 30" GROUT CELL 50LID X z Q 4° ° III -III -I � I=1 I I -I o GRADE III -III -I 1= -1 m l l II I ° I-1 I- - 1) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. -I III—III=1II -� (SEE PLANS FOR LOCATION) II -III III=III—III= ' GLEAN GOMPAGTED " ill-III-1 FILL ® q5% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BAR5 FOOT I NG 5EGT I ON W/ BLOCK DETA I L SCALE: NTS 8" GMU BLOCK 8" WIDE GONT. 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL GONG. CURB BEYOND OVER 3/4" FURR STRIPS (1) #5 VERT. FROM FT6. EXTERIOR DOOR -PER BUILDER TO BOND BEAM. LAP w/ i H �n HOUSE SLAB FOUNDATION DOWEL � GARAGE SLAB W MTL. THRESHOLD (SEE PLAN) MIN. 30" GROUT GELL > z (SEE PLAN) SET IN SEALANT SOLID PAVERS (SEE PLANS) r''LZ d3 o GRADE _ I -___AII-I 1'-I I -I I- I -I III=1 I I -I IF 11'° -III-III-III- III -I III -I I -III -I II- o�1I- -I— 4 III=-11F_=-{I) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. III III=III—= III—� (SEE PLANS FOR LOCATION) i i=III—III—III—I _ I'' GLEAN GOMPAGTED III _III= I I' 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 BAR5 DETA� I L)A.�t&�ECI�Rll 8" GMU BLOGK--__ BEYOND EXTERIOR DOOR— MTL. THRESHOLD —� SET IN SEALANT PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLANS) ---\ PER MANUF. ° � s IIIIIII11 ° IIII R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) m w ry III I I I I i—III-III III- ' 1=1 1=1 = —1 '- MONOLITHIC, GLEAN COMPACTED 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 BAR5 EXTERIOR OUT5AI NG 4 56D POURED 51 LL5 DETA I L =III III I I 1=1 11-'17'— MONOLITHIC, GLEAN GOMPAGTED71 "' III-I-1 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 ENTRY DOOR DETAIL 6 SCALE: NTS 8"x8" THIGKENED SLAB W/ (I) #5 GON I . THICKENED EDGE DETAIL 3 SCALE: NTs 8" GMU BLOCK (1) #5 VERT. FROM FT6. T BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLAN) ; V I �NAI SLAB R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) Til ° d ° 4 < ° ° I III III -III -III 4 I III=III-III-III. ° III -III -I I -_I EXP JOINT III-I=1-I m I=1 ° —III-1 1) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. III- —III— III- (SEE PLANS FOR LOCATION) GLEAN GOMPAGTED =1 II=1-III I III- I- FILL 0q5% MONOLITHIC, FOUNDATION STANDARD DENSITY WI TH W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL SCALE: NTS Y2" 61(P. BD. EA. 51DE OF 2x4'5 ® 16" O.G. Y2" J-BOLTS 6" FROM EA. END OF WALL AND 5PAGE ® 32" O.G. 2" (6" MIN. EMBED) � z -WW, X STUD PLATE TIES PER > PT BOT. PLAN ® STUD TOP d PLT. BOT. O ° _ d X. (2) #5'5 GONT. W/ 3" MIN. CLEAR UPLIFT GONNEGTORS 50GH 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 SUCH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. GA�RA6E 5TEP DOWN DETAIL SCALE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL SOLID zX � O BADE =1 I 1=1 I '—III —_ _ _- PVC, CHASE SLEEVE TO BE -III=III III -I I I -I o 1IEAlllllllllll GLEAN GOMPAGTED I FILL ® q5% 5TANDnRD DENSITY GHA�SE DETAIL S 5GALE: NT5 R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) d ° 4 III— °� a4 ° II —III I- I TWICE THE DIAMETER OF =111=1 I I I —III PROTECTED PIPE MONOLITHIC FOUNDATION WI TH W/ (2) #5 GONT. ON GHAIR5 2-STORY: I'-4" WIDE w/ (2) #5 BARS I -STORY: I'-0" WIDE W/ (2) #5 BARS seal: •••• '� E N E OF I ID • ���� L Ey P 2 3 2021 © copyright : bflll�N & Structural Engineering, Inc. Z JLU w w Z o � rn Z .- w a J Q Z= F— U �} �Q C" —sac c W~ j + a > A mi Z -0 o N CP =W Y p o 0 y M Lo 2 = W C N M d IV IV M&K project number: 068-2001 1 project mgr: .J S B drawn by BC issue date: 09-20-2 1 REVISIONS: date: initial: sheet: J W o 1 Ca � O ° w Q a w a U z °N z o J J SCALE: NTS SDm 1 PROVIDE 50LID SHIM BETW'N TRUSS 4 CONNECTOR IF TRUSS LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF SHEATHING TO FASCIA WITH 2 3/8"xO.113" RING SHANK NAILS 6" O.G. w = �n 2x6 FA5GIA -SEE ARCH 8" GMU BOND BEAM W/ (1) #5 CONT. 8" REINF. GMU WALL -SEE PLAN FOR VERT. HORZ. REINF. SPECS ROOF TRUS -5EE PLAN (2)3 Y2" X0.1':� 8" GMU BOND BEAM wi (1) #5 BARS CONT. 8" REINF. GMU WALL - -5EE PLAN FOR VERT. d HORZ. REINF. SPECS I SECTION 2 3/A"x0.113" RING SHANK SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS PROVIDE MOISTURE BARRIER PLATE (PER TRU55 MANUF.) EACH TRU55. VERT WALL REINF. TO EXTEND INTO BOND BEAM HIP G.T. 2x4 FLAT BLOCKING ® 16" o.c. FASTENED TO BOND BM. Y0/4" DIA. x 3Y4" TAPGON ROOF TRUSSES -5EE PLAN — (2)3 Y2"xO.131 " 2x4 ® 16"o.c. FASTENED - TO GABLE END TRU55 w/ (2)3"xO.131" TOENAILS. GABLE END VERTICAL WEB REINFORCING AS REOURIED BY TRU55 MANUF. 2x8 P.T. PLATE FASTENED - TO BOND BM. W/ V2" DIA. ANCHOR BOLTS ® 32" O.G. WITH T (MIN) EMBEDMENT. EXTERIOR SHEATHING EDGE NAILING - 2 Y2"xO.131" NAILS 6"O.G. FASTEN BOTTOM CHORD OF TRU55 TO P.T. SILL PLATE w Y4" DIA. x3Y2" LONG 51?5 SGREW5 ® 16" o.c. PROVIDE MOISTURE BARRIER PLATE BELOW WOOD MEMBERS ON GMU (PER TRU55 MANUF.) 8" GMU BOND BEAM w/ (1) #5 BAR CONT. 8" REINF. GMU WALL -SEE PLAN FOR VERT, 8 HORZ. REINF. SPECS FASTEN SHEATHING TO 2x4- BLOGKIN6 w/ 2 %N0.113" RING SHANK NAILS ® 4"O.G. 2'-0" MIN ROOF 5HTG SHALL BE CONT. 24" MIN ONTO.ROOF 2x4 BRACE w/2x4 T-BRAGE, SPACED @ 4'-0" O.G. MAX. FASTEN 2x4 TO 'T' w/ 3 Y4"x0.131" NAILS @ 12" O.G. (NOT REO'D AT TRU55 HEIGHTS 4'-1" OR SHORTER) VERT WALL REINF. TO EXTEND INTO BOND BEAM 2 SECTION SCALE: 3/4'=1'-0' FASTEN ROOF 5HT6. TO HIP 1.113" RING P 6" O.G. VALLEY SET OVERFRAMIN6 - UPLIFT CONNECTOR -5EE PLAN - HIP JACK TRUSSES I FASTEN EACH OVERFR TRU55 TO TRU55 BELO FASTEN BOTTOM CHORD OF 6ATH (1) 51MP50N VTGR TO TOP OF WALL w/ 51MP50N @ 24" O.G. 8" GMU BOND BEAM w/-J H6AMIOKTA CLIP @ 48"O.C. VERT WALL REINF. TO (1) #5 BARS GONT• (CONNECTOR INGL'D IN PACKAGE) EXTEND INTO BOND BEAM VERT WALL REINF. TO 8 REINF. GMU WALL EXTEN IN B N BEAM -5EE PLAN FOR VERT. D TO O D SECTION � HORZ. REINF, SPECS SCALE: 3/4"=1'-0" d SECTION SCALE: 3/4"=1'-0" BOND -BEAM - f-GONTIN. PRECAST HEADER 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED CAST-GRETE GA5T-GRETE WINDOW SILL, WINDOW SILL, OR EOUIV. — OR EOUIV. DOUBLE WINDOW P I ER DETA 1 LQtNR"l NTS TRIFLE WINDOW SIM. BY WINDOW/DOOR MANUFACTURER NOTES: 2x4 BLOCKING W (3)3 Y4"x0.131" TOENAILS EACH END 3 Y4"xO.131" _5 PROVIDE 2x4 BLOCKING @ 48 O.G. IN FIRST (3) BAY5 OF ROOF TRU55E5-GUT TO FIT TIGHT BETWEEN TRUSS BOTTOM CHORDS AND NOTCH AROUND SILL PLATE FASTEN DRYWALL TO BLOCKING w/ 5GREW5 /NAILS @ 6" O.G. TYP I GAL OVERr-RAM I NG 0ONNEC71 ON DETAIL SCALE: N.T.S. PROVIDE SOLID SHIM BETW'N TRU55 $ CONNECTOR IF TRU55 LOCATED LESS THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF 5HEATHING TO FASCIA WITH 2 %"xO.113" RING 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. CONNECT EACH END OF MASONRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL w/ 24" LE55 SECTION 3 SCALE: 3/4"=1'-0" TRU55 OVERFRAMIN6 PER PLAN SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR OOF TRU55E5 CONNECTOR PER PLAN SPECIFICATIONS 8 GMU BOND BEAM PROVIDE MOISTURE BARRIER W/ (I) #5 GONT. PLATE (PER TRU55 MANUF.) EACH TRU55. 8" REINF. GMU WALL -SEE PLAN FOR VERT. VERT WALL REINF. TO d HORZ. REINF. SPECS EXTEND INTO BOND BEAM SECTION 20 SCALE: 3/4"=1'-0" (1) #5 IN BOND BEAM LU ALL LAPS INMASONRY25" ---------------- PRECAST LINTEL, SEE PLAN RUNNING BAR FOR SPECIFICATION `n VERTICAL REINFORCEMENT PER w W PLAN F > MAIN ROOF SHEATHING (1) #5 VERTICAL IN GROUT FILLED CELL 4x6 P.T. 51MP50N LSTAIB PROVIDE (I) (IF REO'D PER PLAN) P05T STRAP ON EACH EXTERIOR FACE OF POST, 1" MIN #5 BENT CORNER BAR END LENGTH DROPPED BEAMS MAIN ROOF TRU555 GROUTED CELL PER PLAN I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW/DOOR, FASTEN BUGK TO MASONRY W/ (1) ROW OF 3(6"x4" TAPGON5 6" FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM EDGE OF BUCK. 2. BUCKS LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. STRUCTURAL CONNECTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN THI5 CASE. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X BUCKED OPENING, USE (5) ROW5 OF 3"xO.I31" NAILS STAGGERED @ 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 REOUIREMENT5 (FASTENING) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROW5 OF 2Y2"x0.131" NAILS ® 16" O.G. FASTEN WINDOW/DOOR TO 2X PER WINDOW/DOOR MANUFAGTURER'5 SPECS. W I NDONDOOR BUCK DETAIL H WALE: NTS TYP. CORNER VERT. WALL RE I NPORC I NG DETAIL SCALE: NTS 2x6x12" OR 2X8X12"P.T. CENTER BUCK NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND 51ZED PER NOTES VERT. REINFORCING DETAIL J SCALE: NTS NOTES: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). SEE TYP. FOUNDATION 2. PROVIDE 3/4" DIA. HOLE FOR DETAILS FOR ADDITIONAL OF OPENING DOWEL, BLOW OR BRUSH GLEAN. INFORMATION NOT SHOWN 3. FOLLOW MANUF. INSTALLATION HERE INSTRUCTIONS. FUTURE 8" GMU BLOCK #5 VERT. BAR TO BE LOCATED PER PLAN DIA. ANCHOR DRILL 6" INTO EXI5T'6 SLAB, EPDXY $ DRIVE I I Q IN GROUTED CELL #5 DOWEL, PROVIDE MIN. 2X4 P.T. TOP BUCK 30" LAP SPLICE I I O 2X6 OR 2X8 P.T. BUCK N I I I I z EACH 51DE OF OPENING -VERIFY CONN. REO'MT w/ aC�11111 DOOR MANUFACTURER I I I I I —I I I —I PROVIDE (5) 3/8" DIA. J-BOLT W/ 5Y2" GRADE ea=I _ _ I=III. EMBEDMENT AT EACH DOOR BRACKET,EACH SIDE OF DOOR. PROVIDE IY2"A," o IIIIII-IIII aaa THICK WA5HER W/ EACH ANCHOR 05T BOLT - I IIII� I a SPACED APPROXIMATELY 24" O.G.) START BOLTS AFTER GARAGE CURB (8" MAX.) GARAGE DOOR BUCK DETAIL K 5GALE: NTS MISSED DOWEL RETROP I T DETAIL SCALE: NTS SIM. B GMU STEM FOR DROFFED 6RADE REAR WOOD LAN, TYP. BEAM TO P05T CONN. SCALE: 3/4'=1'-0' SEE DETAIL I ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT 5HOWN HERE FASTEN EA. ROOF TRUSS TO GMU W SIMP50N M5TMI6 TW15T STRAP. FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 Y4" LONG TITEN 5GREW5 PROVIDE MOISTURE BARRIER PLATE (PER TRU55 MANUF) EACH TRU55. PROVIDE 2x FLAT BLOCKING FIT TIGHT TO ROOF TRUSSES ® EVERY OTHER BAY FASTENED TO GMU wl (3) Y4" DIA. x 3 Y2" LONG TAPCON5. FASTEN BLOCKING TO ROOF TRU55E5 W (2) 3 Y4"xO.131" NAILS ® EA. END. LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN THIS HOME � SHALL BE IMPLEMENTED IN 5PEG I E I G AND ARE ONLY REOU I RED ALL APPL I GABLE AREA5. THESE WHERE 5PEG I E I GALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. G. •��C E '• G 7 O TE OF ',ems'• �•O R %'D i,� SRO .... • � t�C NAI. F 1�a © copyrigh��Ml�AlAd wr 2 6 t021 Structural Engineering, Inc. Cz Z J� w w Z o � rn Z w nQ. J Z= rJ r Q = c rr- -2 a� 3: a J 2 Z -n o D� 219 y M LO W o N �. M d M&K project number: 068-2001 1 project mgr: .J S B drawn by, BC issue date: 09-20-2 1 REVISIONS: date: initial: sheet: J W o Q � J LL W N a J d Ii.� 2 o z J J SD2 - - _ - -- I I _ I _ __ I _ I ' _ I I I I 1 1111 II 1 I I I I _ ___ __ i 1 _ 11 I_ _ I M PERMANENT ROOF TRU55 BRAGIN6 NOTES: (51NGLE FAMILY HOME OR TOWNHOUSE GON5TRUGTION, WITH ROOF TRU55E5 5PAGED NO MORE THAN 24" O.G) I. WOOD TRU55E5 SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENT 5AFETY INFORMATION (BG51) "GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6, RESTRAINING b BRAGIN6 OF METAL PLATE CONNECTED WOOD TRU55E5," (2008 EDITION). 2. TOP CHORD BRAGIN6: TOP GHORD5 5HALL BE BRACED BY DIREGT-APPLIED PLYWOOD/0513 5HEATHIN6. • IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FASTENED TOP CHORD, CONTACT MW FOR BRAGIN6 DE516N. 3. BOTTOM CHORD 13RAGIN6: a. THE BOTTOM GHOR05 SHALL BE BRACED BY DIREGT-APPLIED 6.W.B. GEILING 4. WEB MEMBER BRAGIN6: THE TRU55 MANUFACTURER 5HALL INDICATE THE TRU55 MEMBERS (WEBS, VERTIGALS) THAT REQUIRE LATERAL BRAGING/RE5TRAINT. a. 'T' OR V BRACE: WHERE BRAGIN6 15 REQUIRED A5 INDICATED ON SHOP DRAWIN6, UTILIZE 'T' OR 'L' BRAGE5 (REFERENCE BG51-133 F16URE5 B3-18 3 B3-ILl). SHOP APPLIED REINFORCEMENT PER BG51-B3 FI6)RE5 63-22 8 BG-23 15 ACCEPTABLE. • 'T' d 'L' REINFORGIN6 MATERIAL 5HALL MATCH THE 51ZE OF THE WEB/VERTIGAL MEMBER. • V 3 'T' REINFORGIN6 TO BE A MINIMUM OF 90% OF THE LENGTH OF THE WEB/VERTIGAL MEMBER. • FA5TEN 'L' OR 'T' REINFORGIN6 TO WEB/VERTIGAL W/ 16d 6UN NAILS (0.13lx3 I/2") AT 6" O.G. b. GONTINUOU5 LATERAL BRAGIN6 ALTERNATE: WHEN THREE (3) OR MORE 51MILARLY GONFI6URED ROOF TRU55E5 ALIGN, GONTINUOU5 ROW5 OF LATERAL BRAGIN6 MAY BE U5ED IN LIEU OF THE ABOVE -NOTED V OR 'T' BRAGE5. • GONTINUOU5 ROW5 OF LATERAL BRAGIN6 5HALL GON515T OF MINIMUM 2x4. ROWS 5HALL BE LAP 5PLIGED ONE TRU55 BEYOND IN EAGH DIRECTION. 5EGURE BRACE TO EACH TRU55 GOMPRES51ON WEB W (2) 16d GUN NAILS (0.13lx3 1/2"). • GONTINUOU5 LATERAL BRAGIN6 5HALL BE RESTRAINED BY DIAGONAL BRAGIN6 (MIN. 2" THICK NOMINAL LUMBER $ MINIMUM 5PF 'STUD' 6RADE MATERIAL). TH15 BRAGIN6 15 TO BE GONTINUOU5. PROVIDE ONE ROW OF DIA60NAL BRAGIN6 AT VERTICAL WEB MEMBERS OF TRU55E5 GLO5E5T TO EACH GABLE END WALL 4 ADDITIONAL DIA6ONAL5 AT 20'-0" A5 REQUIRED. DIAGONAL BRACE NAILED TO OPP051TE PROVIDE (2) 16d NAILS ® 51DE OF WEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIREGT-APPLIED PLYWOOD/05B A ROOF 5HEATHIN6 GONTIN. LATERAL BRAGIN6 TO LAP AGR055 MIN. (1) TRU55 BAY A5 SHOWN 2x 5TRON6BAGK (NOT REGV FOR 5TRUGTURE) DIRECT -APPLIED PLYWD/05B GOMPRE5510N WEB (5LOPING OR VERTICAL) GONTINUOU5 LATERAL BRACE ALTERNATE o (5) OR MORE ADJAGENT 51MILAR TRU55E5 (5EE INDIV. TRU55 5HOP PRAWINC75 x FOR LOGATIONS) 40 2x 5TRON66AGK MAY BE IN5TALLED FOR GON5TRUGTABILITY TO KEEP EVEN 5PA6I146 AT 11 BOTTOM CHORD (NOT REOV FOR 5TRUGTURE) DIRECT -APPLIED 6WB GEILING SECTION B-B ALTBMTE HMM MW (3) OR MORE 51MRAR TFW-E5 ARE 6Ra FM A N DIREGT-APPLIED 6WB GEILIN6 - TYPICAL TRU55 ELEVATION WEB MEMBER REQUIRING BRAGIN6 A5 INDICATED BY TRU55 MANUFAGTURER 2x 5TRON6BAGK5 MAY BE INSTALLED FOR GON5TRUGTABILITY TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REQ'D FOR 5TRUGTURE) 'L' OR 'T' BRAGIN6 WE65 DESIGNATED BY TRU55 MANUR PERMANENT TRU55 BRAG I NG PETA I L5 $ NOTES J I �G4 COMPONENT ff GLADDIN6 PRESSURE ZONES Gomponent5 4 Gladding Wind Pre55ure5 UP TO 140 MPH Wind Zone ExI2. B, Ri5k Gat. II Enclosed, 0.18 Int. Pre55ure Goeff. MEAN ROOF ZONE PRESSURESO ZONE PRE55URE50 HT: 25 FT. (P5F) (P5F) ROOF (HIP) O +14A -26.6 2r +14.q -36.8 20° TO 21' 2e +14.q -36.8 O3 +14A -36.8 OI +14A -28.3 2r +14.q -45.1 ROOF 2e +141 -28.3 3e +141 -45.1 (GABLE) 20' TO 210 2n +14A -45.1 O +14.q -53.6 O +21.2 -22A WALLS O +21.2 -28.3 NOTE:Pre55ure5 charted here are allowable pre55ure5 and are permitted to be converted per ASGE 1-16 Section 2.4.1 to get on equivalent ultimate load pre55ure. Divide allowable Pre55ure5 by a factor of 0.6 to obtain ultimate pre55ure5. Values are based on Worst case Scenario of 10 p5f (eff. area). Refer to notes on 5-0.0 for roof/wall nailing requirements. seal: =r - p;0!r n �rto�fls' © copyright: MULHERN & KU r , 3 202� Structural Engiling, 4 0 cD Z Jcc w w Z o c� M Z w CL- J Q CD 0 Z= Q , C) C C UJI En S -� j ME Q j aCD J .~Z W N o Y y m` L6 W Co N W M O. M&K project number: 068-2001 1 project mgr: J S B drawn by: BC issue date: 09-20-2 1 REVISIONS: ■ date: initial: ■ SCALE: NONE DIRECT APPLIED GEILIN6 t u li ►--1 ~--r i T►�T--�11 W Q LLJ 0 n {� O J T LL 1 V 0 F v l J~ 0 z (f)N< J J LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN SPEG I E I G AND ARE ONLY REWIRED ALL APPL I GABLE AREAS. THESE WHERE SPEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. sheet: ;I M-W1141W nil I