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36842 Yesler Dr
el 11 I 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 4 ANGLE MIN MINIMUM @ AT MIR MIRROR ML MICRO LAM BD. BOARD M.O. MASONRY OPENING BF BI-FOLD MTL METAL BLDG. BUILDING BM. BEAM N.I.C. NOT IN CONTRACT BLKG BLOCKING (NTS) NOT TO SCALE B.O. BOTTOM OF B.P. BI-PASS DOOR OBS OBSCURED BRG. BEARING O.C. ON CENTER BRK. BRICK OHGD OVERHEAD GARAGE DOOR OPER OPERATOR C.J. CONTROL JOINT OPNG OPENING 9- CENTER LINE OPT OPTIONAL CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD COL. COLUMN OZ OUNCE CONC. CONCRETE 1/11 ONE ROD COND. CONDITION 1/S ONE SHELF CONT. CONTINUOUS CANT. CANTILEVER PC PRECAST CLG. CEILING PDS PULL -DOWN STAIR CM CROWN MOLDING PKT POCKET DOOR CR CHAIR RAIL PNL PANEL PLYWD PLYWOOD D DRYER PREFAB PREFABRICATED d PENNY PR PAIR DBL. DOUBLE PROJ PROJECTED DIA. DIAMETER PSI POUNDS PER SQUARE INCH DIR. DIRECTION PSF POUNDS PRE SQUARE FOOT DN DOWN P.T. PRESSURE TREATED DR DW DOOR DISH WASHER QUAD QUADRUPLE DWG D.S. DRAWING 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 FR FIRE RATED STRUCT STRUCTURAL FXD FIXED SUSP SUSPENSION FRM FRAME SGD SLIDING GLASS DOOR FTG FOOTING SQ SQUARE GA. GAUGE T TREAD GALV. GALVANIZED TB TOWEL BAR GC GENERAL CONTRACTOR T&G TONGUE AND GROOVE GEN GENERAL TEMP TEMPERED GYP. GYPSUM T.O. TOP OF GL GLUE LAM TR TOWEL ROD GLS GLASS TRPL TRIPLE TYP TYPICAL H HIGH HC HOLLOW CORE U.N.O. UNLESS NOTED OTHERWISE VERT VERTICAL HGT. HEIGHT V.L.I.F. VERIFY LOCATION IN FIELD HDR. HEADER HB HOSE BIBB W WASHER HORIZ. HORIZONTAL W/ WITH wC WATER CLOSET INSUL. INSULATION WD WOOD INT. INTERIOR WWM WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB ff Vn a n I anTM COHIpani,es rrr 90 Matawan Road � Matawan, NJ 07747 (732) 383-2200 DUPONT ASPIRE ELEVATION "C" 36842 YESLER DRIVE ZEPHYRHILLS, FL 33542 LOT 044 TERMITE TREATMENT TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." RELEASE HISTORY AREATABULATION. O O 1 ST FLR A/C 1 1,830 SQ. FT. ENTRY 43 SQ. FT. GARAGE 410 SQ. FT. LANAI 120 SQ. FT. TOTAL U R F2403 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 C.1 CS.2 A1.1 A2.1 A5.1 A5.2 WP1 E1.1 P1.1 S-0.0 F-I F-2.0 S-1.3 SD-1 SG-2 PBSB-1 COVERSHEET & BUILDING DATA GENERAL NOTES FIRST FLOOR PLAN ELEVATIONS & ROOF PLAN BUILDING SECTIONS TYPICAL WALL SECTIONS WATERPROOFING DETAILS FIRST FLOOR ELECTRICAL PLAN SLAB PENETRATION PLAN STRUCTURAL NOTES SLAB PLAN BLOCK PLAN ROOF FRAMING PLAN ALL WORK *SHALL Cnt*ky yF9 TH "EVAI,LING CODES FLORIDA EUj i-DiNci Ce _. FOUNDATION DETAILS NATIONAL. ELECrrijo ( DE, STRUCTURAL DETAILS AND THE CITY C;-apI"YRHILLS ORDINANCES STRUCTURAL DETAILS REVIEW DATE CITY OI` �-,I*f' HY HI� PLAN EXAMINER "tilil111/F7I*,, G. FRr •••,�P�'�.�G E PJ SF•�< • 4 O AT O F i�i'��'.• ORS W �-_� Lu o°� >�Q0 LU — c�UWw a�wF- (L LV - tr cc rr Y 0 H z ,SIL000) z z z ~ Z � :5 U) WaIcr �U)a00 �2ZLLw �I—azo q) cz r` cic Q o H 0 0 0 u C?J a) w� wA x (j) z 0 .j wA = w j > W 0:3 (L U (D U) z 0 (L O_ U) W G ULu OoN Z < K < NOV 2 2 20ZI COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 11/19/21 SHEET GSs I , GENERAL CONSTRUCTION NOTES DWELLING -GARAGE SEPARATION: R308.4.3 GLAZING IN WINDOWS R311.7.8.2 CONTINUITY ROOF ASSEMBLIES: GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A R302.5 DWELLING -GARAGE OPENING AND PENETRATION PROTECTION SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER R903.2 FLASHING OPENINGS AND PENETRATIONS THROUGH THE WALLS OR CEILINGS SEPARATING,THE DWELLING FROM OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR FLASHINGS SHALL BE USED TO SEAL ROOFING SYSTEMS, WHERE THE SYSTEM IS INTERRUPTED OR 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 THE GARAGE SHALL BE IN ACCORDANCE WITH SECTIONS R302.5.1 THROUGH R302.5.3. 2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES ABOVE THE FLOOR, INCHES (38 MM) BETWEEN THE WALL AND THE HANDRAILS. AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE PERMEABLE MATERIALS AND AT 3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES ABOVE THE FLOOR; AND INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE. R302.5.1 OPENING PROTECTION 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES, EXCEPTIONS:5. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL 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. R903.2.1 LOCATIONS NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED 2STARTING EASING OR STARTING NEWEL SHALL BE ALLOWED TURNOUT THE USE OF A VOLUTE, 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.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 WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, A CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN PROVIDED IN TABLE R903.2.1 OR IN SHALL IBE COMPLIANCE WITH RAS 111. DOORS. SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE R311.7.8.3 GRIP -SIZE EXCEPTION: FLASHING IS NOT REQUIRED AT HIP AND RIDGE JUNCTIONS. 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 R302.6 DWELLING -GARAGE FIRE SEPARATION ANY STANDING OR WALKING SURFACE SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. THIS GRASPABILITY. R903.2.3 MEMBRANE FLASHINGS THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL IN GLAZING AND EACH PANE IN MULTIPLE GLAZING. SHALL APPLY TO SINGLE GL G A C U G G MEMBRANE FLASHING HALL BE INSTALLED ACCORDING TO THE ROOF ASSEMBLY MANUFACTURER'S ALL MEMBR S G S COMPLY WITH SECTION R302.5. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R702.3.5. 1. TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT PUBLISHED LITERATURE. THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE 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 PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. 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 TABLE R302.6 DWELLING -GARAGE SEPARATION THE EDGE OF A SHOWER, SAUNA OR STEAM ROOM. GREATER THAN 61/4 INCHES (160 MM) WITH A CROSS SECTION OF DIMENSION OF NOT MORE THAN 21/4 INCHES (57 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 MM). COVERINGS UNDERLAYMENT FOR ASPHALT SHINGLES, METAL ROOF SHINGLES, MINERAL SURFACED ROLL ROOFING, FROM THE RESIDENCE AND ATTICS R308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS SLATE AND SLATE -TYPE SHINGLES, AND METAL ROOF PANELS SHALL COMPLY WITH ONE OF THE FOLLOWING NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INCHES ABOVE THE 2. TYPE II. HANDRAILS WITH A PERIMETER GREATER THAN 61/4 INCHES (160 MM) SHALL HAVE A METHODS: FROM HABITABLE ROOMS ABOVE THE GARAGE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF STAIRS GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. THE FINGER RECESS SHALL BEGIN 4. TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT SHALL BE - M BOARD R EQUIVALENT THAN INCH TYPE X GYPSUM O O Q NOT LESS 5/8 MP HALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. AND RAMPS S C S WITHIN A DISTANCE OF 3/4 INCH 19 MM MEASURED VERTICALLY FROM THE TALLEST PORTION F THE S ( ) U C S O O INSTALLED AS FOLLOWS: APPLY A 19-INCH (483 MM) STRIP OF UNDERLAYMENT FELT PARALLEL TO AND STRUCTURE(S) SUPPORTING FLOOR/CEILING ASSEMBLIES USED FOR SEPARATION REQUIRED BY THIS PROFILE AND ACHIEVE A DEPTH OF NOT LESS THAN 5/16 INCH (8 MM) WITHIN 7/8 INCH (22 MM) BELOW THE STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING AT THE EAVE, APPLY SECTION R308.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR NOT LESS THAN 3/8 36-INCH-WIDE (914 MM) SHEETS OF UNDERLAYMENT, OVERLAPPING SUCCESSIVE SHEETS 19 INCHES (483 MM); NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS INCH (10 MM) TO A LEVEL THAT IS NOT LESS THAN 13/4 INCHES (45 MM) BELOW THE TALLEST PORTION OF END LAPS SHALL BE 6 INCHES AND SHALL BE OFFSET BY 6 FEET. THE UNDERLAYMENT SHALL BE ATTACHED THAN 36 INCHES ABOVE THE LANDING AND WITHIN A 60-INCH HORIZONTAL ARC LESS THAN 180 DEGREES THE PROFILE. THE WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE NOT LESS THAN 11/4 INCHES TO A NAILABLE DECK WITH CORROSION -RESISTANT FASTENERS WITH ONE ROW CENTERED IN THE FIELD OF R302.7 UNDER -STAIR PROTECTION FROM THE BOTTOM TREAD NOSING SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. (32 MM) AND NOT MORE THAN 23/4 INCHES (70 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12 INCHES (305 MM) O.C., AND ONE ROW AT THE END ENCLOSED SPACE UNDER STAIRS THAT IS ACCESSED BY A DOOR OR ACCESS PANEL SHALL HAVE WALLS, INCH (0.25 MM). AND SIDE LAPS FASTENED 6 INCHES (152 MM) O.C. UNDER -STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH (12.7 MM) GARAGES: 5. TWO LAYERS OF A REINFORCED SYNTHETIC UNDERLAYMENT THAT HAS A PRODUCT APPROVAL AS AN GYPSUM BOARD. GUARDS: ALTERNATIVE TO UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE 11 SHALL BE PERMITTED TO BE USED. R309.1 FLOOR SURFACE SYNTHETIC UNDERLAYMENT SHALL HAVE A MINIMUM TEAR STRENGTH OF 15 LBF IN ACCORDANCE WITH ASTM FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX: GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL. R312.1.1 WHERE REQUIRED D4533 AND A MINIMUM TENSILE STRENGTH OF 20 LBF/INCH IN ACCORDANCE WITH ASTM D5035, AND SHALL GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF OPEN -SIDED WALKING SURFACES, INCLUDING MEET THE LIQUID WATER TRANSMISSION TEST OF SECTION 8.6 OF ASTM D4869. SYNTHETIC UNDERLAYMENT R302.9 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR WALL AND CEILING FINISHES THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO ANDLANDINGS,THAT E L T A INCHES STAIRS, RAMPS A ARE LOCATED MORE THAN 30 C S (762 MM) MEASURED STRIP F SYNTHETIC UNDERLAYMENT THAT I HALF THE WIDTH SHALL BE INSTALLED AS FOLLOWS: APPLY A S I O S C U S 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 TO THE EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD. OF A FULL SHEET PARALLEL TO AND STARTING AT THE EAVES, , FASTENED SUFFICIENTLY TO HOLD IN PLACE. 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: FEET. THE NET CLEAR HEITH T OPBE NOT LESS THAN 24 INCHES AND THE NET EXCEPTIONS: UNDERLAYMENT SHALL BE ATTACHED USING ANNULAR RING OR DEFORMED SHANK NAILS WITH METAL OR CLEAARE R WIDTH NOT OENING SHALL 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 R905.2.4.1 WIND RESISTANCE OF ASPHALT SHINGLES (IF APPLICABLE) REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED 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 FRSArrRI 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 BUILDING, THE OPERABLE R T SURFACE BELOW ON THE EXTERIOR OF U THE FINISHED GRADE O OTHER SU C 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. M1502.4.5 DRYER DUCT LENGTH UNIT SEPARATION. 2. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F2090. THE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE DETERMINED BY ONE OF THE METHODS 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES THAT EXCEPTION: THE VAPOR RETARDER IS NOT REQUIRED FOR THE FOLLOWING: 1. GARAGES, UTILITY BUILDINGS AND OTHER UNHEATED ACCESSORY STRUCTURES. SPECIFIED IN SECTIONS M1502.4.5.1 THROUGH M1502.4.5.3. R302.1 i.1 FIREBLOCKING MATERIALS 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 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 MANUFACTURER'S INSTRUCTIONS 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS. 4. ONE THICKNESS OF 3/4-INCH (19.1 MM) PARTICLEBOARD WITH JOINTS BACKED BY 3/4-INCH (19.1 MM) PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. THE CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL BE NOT WALL COVERING: THE SIZE A DETERMINED BY THE DRYER THE SIZE AND MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL PARTICLEBOARD. LESS THAN 311/2 INCHES (787 MM) WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 INCHES (698 R702.4.2 BACKER BOARDS MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE CODE OFFICIAL SHALL BE PROVIDED WITH A COPY OF IC THE INSTALLATION INSTRUCTIONS FOR THE MAKE AND MODEL OF THE DRYER AT THE CONCEALMENT 5. ONE -HALF -INCH (12.7 MM) GYPSUM BOARD. MM) WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. MATERIALS USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN INSPECTION. IN THE ABSENCE OF FITTING EQUIVALENT LENGTH CALCULATIONS FROM THE CLOTHES DRYER 6. ONE -QUARTER -INCH (6.4 MM) CEMENT -BASED MILLBOARD. SHOWER AREAS SHALL BE OF MATERIALS LISTED IN TABLE R702.4.2, AND INSTALLED IN ACCORDANCE MANUFACTURER, TABLE M1502.4.5.1 SHALL BE USED. 7. BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED MATERIALS R311.7.2 HEADROOM WITH THE 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 4. 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 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 AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS R311.7.5.1 RISERS WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL THE RISER HEIGHT SHALL BE NOT MORE THAN 73/4 INCHES (196 MM). THE RISER SHALL BE MEASURED INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BE PROVIDED IN FLOOR -CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY 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 1.CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF THE TREAD ABOVE AT APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE ARCHITECT, THE ARCHITECT SHALL NOT BE HELD 2.FLOOR FRAMING IS CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS. AN ANGLE NOT MORE THAN 30 DEGREES (0.51 RAD) FROM THE VERTICAL. OPEN RISERS ARE PERMITTED ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE RESPONSIBLE. PROVIDED THAT THE OPENINGS LOCATED MORE THAN 30 INCHES (762 MM), AS MEASURED VERTICALLY, MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED R302.12.1 MATERIALS TO THE FLOOR OR GRADE BELOW DO NOT PERMIT THE PASSAGE OF A 4-INCH-DIAMETER (102 MM) MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSPECTION NOTES: DRAFTSTOPPING MATERIALS SHALL BE NOT LESS THAN 1/2-INCH (12.7 MM) GYPSUM BOARD, 3/8-INCH (9.5 SPHERE. INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO WORK SHALL NOT BE DONE BEYOND THE POINT INDICATED IN EACH SUCCESSIVE INSPECTION WITHOUT FIRST MM) WOOD STRUCTURAL PANELS OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. OBTAINING THE APPROVAL OF THE BUILDING OFFICIAL. THE BUILDING OFFICIAL, UPON NOTIFICATION, SHALL DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS UNLESS R311.7.5.2 TREADS THE TREAD DEPTH SHALL BE NOT LESS THAN 10 INCHES (254 MM). THE TREAD DEPTH SHALL BE 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 THAT IS SATISFACTORY AS COMPLETED, OR NOTIFY THE PERMIT HOLDER OR HIS OR HER AGENT WHEREIN OTHERWISE APPROVED BY THE BUILDING OFFICIAL. THE INTEGRITY OF THE DRAFTSTOPS SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C91, CLASS GRADE NS OR GREATER FOR PROPER THE SAME FAILS TO COMPLY WITH THIS CODE. ANY PORTIONS THAT DO NOT COMPLY SHALL BE CORRECTED MAINTAINED. 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 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 R308.4.1 GLAZING IN DOORS R311.7.5.3 NOSINGS FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. 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 ATl.EXT WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS 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 SHALL EXTEND EXTERIOR FINISHES: NOSING PROJECTION NOT LESS THAN 3/4 INCH (19 MM) AND NOT MORE THAN 11A 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: L EXCEED THE SMALLEST N ING PROJECTION SHALL NOT C BE PROVIDED ON STAIRWAYS. THE GREATEST OS 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 FLOOD ZONE REQUIREMENTS: 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 PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. 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 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 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. 1. WHERE THE GLAZING IS WITHIN 24 INCHES OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE R311.7.8.1 HEIGHT 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 THt 3 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. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 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. INCHES ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S 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. ONN INSTRUCTIONS. INSTALLATION DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY WITH SECTION R308.4.3. USED AT THE START OF A FLIGHT, THE HANDRAIL HEIGHT AT THE FITTINGS OR BENDINGS SHALL BE 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF 5. 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 6. AT WALL AND ROOF INTERSECTIONS. STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. W wzO2 O �, H > m < 0 WC)I- coUWw QZ)WF. J�wg U) cr C= Y O H Z ,du-00C/) Z Z Z H LLJ � Q U) Q J W D_ _ D_ � U) 0 U = Z LL cA � P < cz.Q� c a c 0 n Q o O �Q .9� H O 0 U O w I..y o z O LL� i� O `x w w z w w U) u z O a O U W O� �o • aaaa �•- .G� S24 : 11; T OF o 2021 a NITY: LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 11/19/21 SHEEP CS.2 9 0 0 1 3-SIDED ACRYLIC SURROUND k 10'-0" 12'-0" 16'-8" 10, 6" 11 1_0II 611 STUCCO WRAPPED — — — — — — BEAM @ 7'-8" o I STUCCO WRAPPED p a _ I 4X6 POSTS a a� Q ^ I I ¢^ @ I LANAI p _ OV Q 8'-8" CLG. I OU Q o 01 v m MOISTURE RESISTANT I U m T- o DRYWALL CEILING I I I 8'-8" 9'-4" I 14'-8" 6'-0" I *35 SH 35 SH 1�0�0 ��' (53 x63") EGRESS XFER *- r- GRILL ��6, He 18'-6" " C� 15'-2" I � I dRK �68 AHU ON 0 ° STAND GREAT lo 30" AFF ROOM; - �V 8'-8" CLG. N T CV T °p RETURN AIR GRILLE OWNER'S r SUITE ADD 7/16" OSB TO (4)12" SH 8'-8" CLG. MECH. CLOSET 5'-12 CEILING FOR FIRE ' DRAFT STOP PTRY"' B 0� CO 0 3II ch 2 8'_41,1 ; ; OWN 'S=1cV 2 T. w ¢ I r N M I?- BATH o I I > " Lo 8'-8CLG. co x CD JIII I I L_ J rl _ = W 2., . z I cf) M J I° CO V ' 9 T DINING NII°O ' < I B KITCHEN I n 36' HT. FLAT AREA COUNTERTOP ----� I J I CO 8'-8" CLG. i I i �� -1 J I we T 8-s" CLG. 1_52.1 6 -42„ 1 1 cl) i I OS WIC o I co I cc_i 8'-8" CLG. 1 2 2-4 4-9 cy 8-8 I Icn WATERLINE i I i I °C 1 REF I I I R&S HI & LO I ----------J C)cun) �i I CV I r 00 "' c,r) I CL , i w Cn BEDROOM 4 r, o LAUNDRY ; TN N o 8'-8" CLG. �`O i °C 8'-8" CLG. I �8s� N DRO CLG. x I DYER VENT 1 ' TIN I WASHER t CL r I rr cV Ox T O SH L.; r� r 12'-92" 51_2-L" 6;_811 ,�0� 10'-2" XFER - N 2'-51" *- GRILL ' 4,-61„ 2 XFER HALL cy)2 GRILL T TH HALL i� cr a U 8'8AC G. ��� 8'-8" CLG. `L 2868 SC W/ N WH w 1 3�_92�� 1 co � �- " 1 �� 5 -g2 SELF CLOSER 18'-10" N LAV 3.v- _ q I r 2'-0" o 0 C° °°; FOYER ; 22° x 54" WC ACCESS N c i 8'-8" CLG. LATTIC j 2 CAR GARAGE --R&S------ I CL �o� CocT = 1Z co �o 8'-8" CLG. OLLARD PER co N CL °C 1 T' 0 1/2" CEILING BOARD OMM SPECS r ABOVE 312111 ��� J" WALL BOARD ON 4 8�8 ti GARAGE SIDE PROVIDE 6'-8" 2'-4" �is� INSULATION AS REQ'D o XFER GRILL 2" CONCRETE p BEDROOM 3 CURB N = 8'-8" CLG. 0 F---- ` ----------------------------- --- �I o ENTRY 8'-8" CLG. co ERC N p 9 *25 SH 1 �''16070 GARAGE DR. `1 (37"X63" EGRESS) I 5'-0" 8'-4" '-0' 4'-4" 2'-0" :16-0" 2'-0" 13'-4" 5'-4" L2O'-0" 00 38'-8" al FIRST FLOOR PLAN SCALE: 1 /4"=1'-0" (22"x34") SCALE: 1 /8"=1'-0" 11 "x17") co CV co cn w O = W 0 co � N X H B. N 0 0 r- 3-SIDED ACRYLIC SURROUND 4 LEGEND SYMBOLS A BUILDING/WALL SECTION MARKER OINTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE ELEVATION STEP BRKX FLOORING BREAK WALL TYPES 2x WOOD/STEEL FRAMED PARTITION INTERIOR PARTITION w/ INSULATION CMU WALL CMU WALL w/ FURRING & INSULATION NOTE: INTERIOR WALLS ARE DRAWN TO ROUGH DIMENSIONS SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL BRACKETSPACED SOLID SURFACE � 16" O.C. FOR COUNTERTOP VERHANGS GREATER THAN 10', TOP PLATE P-2" MAX 2x4 STUD WALL SEE PLANS FOR WALL LAYOUT _ 1/2" GYP. tBASE CABINET AS BD. PER SHOP DWGJ N WD.BAS MOLDING FINISH FLOOR F OOR1 r— SUBFLOOR TYPICAL DOOR PLACEMENT DIAGRAMS Rn i F.n 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 T-4" U.N.O. w Wz0= O} H W cc Q O p cc cnUWw W_ W Z) cr_ Y o0 -z ,au-00U) z z z H- z_ QL-1 Wa=cr Z=ZLLCO H Q Z p •�� , c OR r` o O Q 0 0 z u 0 mi 0o a 41 0 O 0 j cn m MONO LLM 0 a D 01 1 r U W G U) 04 U) I�Z aaaaa OC 7 ' 222021 OMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 610 Of RELEASED: 11/19/21 SHEET Am 1 o I r �19 I. . w 911 ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 911 12 �5 12 ROOF SHINGLES PER COMMUNITY SPECS (TYP.) REAR ELEVATION Q SCALE: 1 /8"=1'-0" S22"x34") SCALE: 1/16"=1'-0' (11"x1 ") z ROOF PLAN SCALE: 1 /8"=1'-0" (22"x34") SCALE: 1/16"=1'-0' (11 "x1 ") ro-,\,LGARAGE TRIM DETAIL SCALE: 3/4"=1'-0" WINDOW TRIM DETAIL SCALE: 3/4"=1'-0" BLDG. HEIGHT $-- -- -- -- -- -- -- -- -- -- -- ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 12 5 4" WIDE STUCCO 12 BAND (+1) 5 � T.O. MASONRYio T.O. WINDOW 11_011 18" DECORATIVE =OAM LOUVERED I 1 SHUTTERS 4" WIDE STUCCO SILL(+1) — `25 SH FIN. FLR. 4" WIDE STUCCO BAND (+1) UHT==71 R====� ff===fl F===n F===n ff====fl Ff===n R====fl 3068 16070D' FRONT ELEVATION SCALE: 1 /4"=1'-0" SCALE: 1/8"=1'-0" �22::x34::� 11"x17" PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH -lf* t...,;:z:. 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 & 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) 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 2'-0" OFF ALL HIPS RIDGES OR VALLEYS, MIN., TYP. 13806.2: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 SHINGLES PER COMMUNITY SPECS (TYP.) 1'-011 4" WIDE STUCCO BAND (+1) F R ILIA ••1 - c i 0� F L O A F• P w wzo= O } I- >oCQO LU - U) 3: w Q�wF- W J W IY cr w zzZpW W _j Q __ a _3cnpOU— =ZLLU) H Q Z Pr cz c Q (� n H O � Q gH 2 0 0 � a U � 00-1 O 0o O W4 a 0 z O U) _ z w 0 w z mi o w a. A 0 R ce. W G U7 O8 Mn 0 Z a <1 �0 10 :CC �w 2 2 2021 %,NOV e_ .` OMMUNITY: LINK A CALU A SPRINGS PLAN # 6101 RELEASED: I I / 19/21 SHEET A22. I i E z PRE-ENG. ROOF TRU; FRAMING SHEET FOF Is - T.O. WINDOW FIN. FLR. FOOTING PER FOUNDATION PLAN , BUILDING SECTION SCALE: 1 /4"=1'-0" m BUILDING SECTION SCALE: 1 /4"=1'-0" JDOW IFN 0 =LR. FOOTING PER FOUNDATION PLAN G' a FR ��`Q�;•��.,Et�S1 S T e ` so �O N A' ` W �O`O}I— W ��\ a 0 U) 5. w Q W gH W J co W cr rr_ Y 0 I- z IL O O cn zzz~z J Q � J W0-=CC(L —3c)000 �2ZLLu) � P < z � n o n Q o Q O O O U O O W-J 00 I'" 4T u w (n O z wMEMO A a� z O (L 0 R oc En w c w' Oo •.aaaaa •� . F .L 2 2 2021 COMMUNITY: LINKS AT CALU A SPRINGS PLAN # 6101 RELEASED: 11/19/21 SHEET AS.1 y L 12 SEE ROOF PLAN INSULATION PER - COMMUNITY SPEC. SEE ENERGY CALCS. 1/2" (MIN.) CLG. BD. ix PT DRAPE BLKG - ABOVE WINDOWS 1/2" G.W.B. WINDOW PER PLAN GYP.BD. WINDOW SILL 1/2" GYP. BD. OVER RADIANT BARRIER INSULATION (R-4.1) ATTACHED TO ix2 PT. FURRING @ 24" O.C. BASE BOARD ROOF SHINGLES OVER ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER zz— WITH ASTM D226 TYPE II INSTALLED PER R905.1.1.1 (SEE SHEET CS2) t2 R905.1.1.1 (SEE SHEET CS2) PRE-ENGINEERED ROOF SEE ROOF PRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. PLAN TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END HURRICANE STRAP EACH END OF TRUSS - REFER TO OF TRUSS - REFER TO STRUCTURAL. STRUCTURAL. AK TOP OF C.M.U. TOP OF C.M.U. (REFER TO ELEV.) (REFER TO ELEV.) 2x6 ALUM WRAPPED FASCIA 2x6 ALUM WRAPPED FASCIA BD. w/ALUM DRIP EDGE — EE BD. w/ALUM DRIP EDGE 1/2" (MIN.) J ---- SOFFIT INSTALLED PER CLG. BD. SOFFIT INSTALLED PER MANUF. SPECS (J" TYPE'X' GYP. BD. MANUF. SPECS 2X PT BLOCKING TO BE PROVIDED 2X PT BLOCKING WHEN LIVING SPACE SEE STRUCTURAL IS ABOVE GARAGE) SEE STRUCTURAL PLAN 8" CMU BLOCK W/ CEMENTITIOUS FINISH (BEYOND) PRECAST WIN. SILL SLOPE GRADE AWAY EXPANSION JOINT FROM HOUSE GARAGE SLAB, 4"014. SPECS DRIVEWAY PER COMMUNITY SEE STRUCTURAL `r FIN. FL. PLA S� E SE FIN. FL. l FOUNDATION I `—FOUNDATION PER STRUCTURAL DRAWINGS co PER STRUCTURAL DRAWINGS TYP. 1-STORY WALL @ WINDOW SCALE: 1/2" = 1'-O" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS PROVIDE 2X4 L-GYPSUM FRAMED BOARD z ENCLOSURE FOR ELECTRICAL w w PANEL, FINISH W/ GARAGE °- J" GYPSUM BOARD ELECTRIC METER F LOCATION - SEE` PLANS. VERIFY INSTALLATION IN FIELD = ELECTRICAL M PANEL STUCCO f FINISH CV zo EXTERIOR--- 50 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. CONCRETE CV CURB REFER TO PLANS woo _7 GRADE GYPSUM - BOARD J" GYPSUA BOARD NICHE FOI ELECTRIC PANEL & WIRING ELECTRIC PANEL EXTERIOP CMU BLO( WALL CONCRET CURB REF TO PLANS ,ONCRETE SLAB ON GRADE AT GARAGE FLOOR WALL SECTION @ GARAGE DOOR SCALE: 1/2" = V-0" ATTIC OR SECOND FLOOR LIVING SPACE TIEFER TO PLANS oil ME 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 ,,��/G99A011, NSF..•• 24 � O � y i T OF '�,p,��•'QL O.R.°'� SSA o N p' %'o W _CC �00� >cr_<0 WIC) It 111 co w 2 ix Q Ir !Y Y O z �LL00cn zzz�z W cn Q J W a 2 � a �()00Q �2ZLLU) �F-Q?� cz ' 4 , r It CZ 0 � Q 0 0 z 0 U �I 0 u 0o w 41 U) 4 0 xi w U a z 0 IL A O_ ar U U) W 0 z Z O� U o Iz Z a a a a a 'W= .*ov 2 2 20Z1 COMMUNITY; LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 11/19/21 SHEET A592 ej "L" FLASHING SCALE: N.T.S. `HOOD SHEATHING 0 MIN. GRADE D PAPER BACKED ATH OVER BARRICADE PLUS WRB DR APPROVED EQUAL) " THICK, 3 COAT CEMENT PLASTER IETAL LATH AP WRB & TAPE OVER ROOF/WALL ',CREED X5 "L" TYPE CONTINUOUS GALV. IETAL FLASHING (NAIL TO ROOF iECK, NOT WALL SHEATHING) INDERLAYMENT PER CODE ,AP SHINGLE - DO NOT NAIL, 4STALL WITH ROOF CEMENT IOOF CEMENT 'HINGLE ROOFING NOTE: FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400 AS PER R703.4.1.4 (2020 FBC-RESIDENTIAL, 7TH EDITION) '` � FASCIA WRAP 4) INSTALL WINDOW OR DOOR. FASTEN PER PRODUCT APPROVALS AND SEAL WINDOW OR DOOR FRAME TO P.T. WOOD BUCK AND MASONRY SEAL EDGE OF P.T. WOOL BUCK TO MASONRY 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 AS REQ'D BY CODE SHINGLE ROOFING DRIP EDGE: OVERLAP 3", EXTEND BELOW SHEATHING, MECH. FASTEN 4" O.C. MAX. KICKOUT SCALE: N.T.S. DETAIL STEP 1 FOLD Q FOLD INWARD @ PT. A STEP 3 CQ FOLD @ ©© 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 0 FOLD INWARD @ PT. A CREASE @ PT. B STEP 4 WATERTIGHT SEAL. FOLD. DO NOT CUT. BOTTOM FLANGE FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C FOLD PT. C OVER PT. B TILL PT. C TOUCHES BOTTOM FLANGE W W z O L r O > oC a 0 - W:DC)F- co 3: w Q � W H _ cc > J :5 Ir cc cc Y Q I— z coLLOOc) zzz~z W [L Q � J m mcr- =zLLcn �i--Q?o g c °c Q O � 0 0 �.•r U w 0 im z 0 � O 0 mi 0 w cr a a w z 0 a A 0 ar cn W o� ro Q;Z QQQQQ F :W- cu = ?. 2 2 2021 'COMMUNITY: LINKS AT CALUS SPRINGS PLAN # 610 Of RELEASED: 11/19/21 SHEET WPM I A 0 mlc.flr%AlAlC/lT FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4"=1'-0" SCALE: 1/8"=1'-0,�22::x34::� 11"x17 2" PVC CONDUIT 2-2/0 COPPER 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 BREAKER PVC 1/2" PVC CONCRETE ENCASED GROUNDED ELECTRODE ■ 1 1 AU 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 THREE-WAY SWITCH FOUR-WAY SWITCH KEYLESS LIGHT FIXTURE -� CEILING MOUNTED LED LIGHT FIXTURE H- WALL MOUNTED INCANDESCENT LIGHT FIXTURE VAPOR PROOF LIGHT FIXTURE +.0LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN Q EXHAUST FAN/LIGHT COMBINATION ® CHIMES (OPTIONAL) Q PUSHBUTTON SWITCH (OPTIONAL) ® COMBINATION SMOKE / CO2 DETECTOR ® SMOKE DETECTOR ►4 TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) p7 ELECTRIC METER s ELECTRIC PANEL __mbL_ 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 C` W i=0C �00� Lu oWCa0 p C) cn w a�>wJ �jrccCc �10E-z �tLL00cn zzzP'z c Q J Wa=crO- � U) 0 L) - Z lL U) QZp Z n c o n g~� 0 2Y^ �7 Fa- 0 0 0y V 0 °° a41 u 0 w w U �. w w z 0 a O_ ix U) W O N O� �Z aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 610 Of RELEASED: 11/19/21 SHEET EIA 0 5-1 (M FIRST FLOOR SLAB PENETRATION PLAN SCALE: 1/4"=1'-0" (22"x34") SCALE: 1/8"=1'-0" 11"x17") cc W } 2 CC �00� >ccc<0 WDoF- (n UWW Q Z) w J W — IY cc Ir Y 0 1- z ,S tL 0 0 cn zzzF:z <g W4-2wL- j=Zu-cvn ��-a?o cz �c� ao Fa- O O O a u O Z �a O 0 o w z a w I 'Q z O (J) Q O R U) W G O �o oxZ aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 11/19/21 SHEET P1.1 z w cn z 0 U z W r 0 z W Q z Q 0 z 5 CL U) W Q MASONRY LINTEL ASSEMBLIES 5EE 56HBXLE AND 5PEGIFIGATION5 FOR ADI?t INFO TI I i '+� HEM 0) GoulzsE,eDtm I i '+;- HK 0) GOLWoEA30NO L4J I BEAM ABOVE LINTEL i L4J I BEAM ABOVE LINTEL 6R01lT GROUT 4BOTTOM REINF. x:. . , I w, I ED PRECAST LINTEL W I a. I PRECAST LINTEL W �--` - EMBEDDREINF. #-Y-t EMBEDDED REW. MB-I MB-2 rT--1i i i--i i TOP GOUR5E, IF I I '-- TOP (.OURS-, IF I LQJ I in I L4J I I I REQb PER ARCH. I I REabER PARCH. L- --J TOP REW OR CM. GONT. BOW OEM BOND BEAM REIN. REINF. AS REQb �Rour 6ROUT _ BOTTOM REW BOTTOM REINF. 7 PRECAST LINTEL W EMBEDDED REINF. I A• I PRECAST LIWEL W MB ME3 EMBEDD-D REW �1Zi -3 N MB-4 MA50NRY LINTEL DETAILS REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT MB-1 SFS-0B/OT ----- ----- MB 2 8F8-IB/OT ----- (1) #5 MB-3 BFIb-IB/IT (1) #5 (1) #5 MB-4 SRF14-IB ----- ----- APPROVED LINTEL MANUFACTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T CO., AND LOTT 5 CONCRETE. NOTE5: I. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-0" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINTEL5 5HALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT 5HALL BE GRADE 60, fy=bo k51 b. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTEL5 ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW -SHEET LIST INDEX SHEET DE5GRIPTION SHEET TITLE 5-0.0 5TRUGTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.3 ROOF FRAMIN6 PLAN 50-1 FOUNDATION DETAIL5 50-2 5TRUGTURAL DETAILS PB513-1 5TRUGTURAL DETAIL5 GENERAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BASED ON lth EDITION (2020) FLORIDA BUILDING CODE. • FOOTING DE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARIN6 CAPACITY OF 1,500 P5F. • ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT N/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION NALL5 TO SLAB WITH Y4" DIA. x 23/4" LONG TAPGON5 ® 32" o.c. MAX. WITH A MINIMUM OF 2 TAPGONS PER PLATE, 12" MAX. FROM PLATE ENO5. • BUILDER TO VERIFY GORRO51ON-RE515TANGE COMPATIBILITY OF HARDWARE 8 FASTENER5 IN CONTACT w/ PRESERVATIVE -TREATED WOOD. GONTAGT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • GONGRETE DE516N BASED ON AGI 518. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAY5, U.N.O.: f'c = 2,500 psi:....... FOOTIN65 2,500 psi:....... 5LAB5 ON 6RADE (INTERIOR $ 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 FIN15H GRADE. • FOOTIN65 AND 5LAB5 ON GRADE SHALL BEAR ON GLEAN, FIRM VIR61N 501L OR GLEAN FILL GOMPAGTED TO A q5% PROCTOR VALUE • MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT 015GONTIN000S END OF REINF. • GROUT SHALL BE A5TM G416 F'c=3000 P51 w/ MAX %" A66RE6ATE • GONGRETE MA50NRY UNITS SHALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE 5TRENOTH OF 1100 P51 (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU OE516N BASED ON AGI 530/530.1 • REINFORCED GMU GORES (AS INDICATED ON PLAN) SHALL BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL ALIGN WITH FOOTING 0ONEL BELOW. PROVIDE MIN 30" LAP 5PLIGE WITH FOOTIN6 DOWEL. • 6ROUT SOLID ALL REINFORCED GMU GELL5 AND BOND BEAM5 • ALL BOND BEAM5 ARE TO BE 8" GONT. FULL LEN6TH OF NALL w/ (1) #5 BAR GONT. (TYP. ® EXT. PERIMETER) • PROVIDE (1) #5 BAR GROUTED SOLID ON EACH 51DE OF ALL MA50NRY OPENINC75 AND AT ALL NALL GORNER5. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE GEETER OF THE MASONRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR NALL5. (A5 SHOWN ON PLANS) • ROU6H OPENIN65 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF 5LAB E06E5, AND OTHER LOCATIONS WHERE SLAB GRAGK5 ARE LIKELY TO DEVELOP. EXACT LOCATIONS PER BUILDER. • SAW GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH OF THE 5LAB (I" FOR A 4" SLAB) • JOINTS SHALL BE LOCATED ® 12-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE AS GL05E TO 5QUARE5 A5 P05SIBLE (1:1 RATIO), WITH A MAXIMUM OF 1.1.5 RATIO CONNECTION SPED F I GATI ONS (TYP. U.N.O.) OE5GRIPTION OF BLD6. ELEMENT 3"x0.131" NAIL5 3"xO.120" NAILS J015T TO 50LE PLATE (5) TOENAILS (3) TOENAIL5* 50LE PLATE TO J015T/BLK'6. (3) NAIL5 0 4" o.c. (3) NAIL5 ® 4" o.c. STUD TO 50LE PLATE 2 TOENAILS (3) TOENAILS* TOP OR 50LE PLATE TO 5TUD 2 NAIL5 3 NAIL5 RIM TO TOP PLATE TOENAILS o 8" o.c. TOENAIL5 0 6" o.c.* BLK'6. BTWN. J015T5 TO TOP PL. (3) TOENAIL5 (3) TOENAIL5* DOUBLE STUD NAIL5 o 24" o.c. NAIL5 o I6" o.c. DOUBLE TOP PLATE NAIL5 0 24" o.c. NAIL5 a 16" o.c. DOUBLE TOP PLATE LAP 5PLIGE q NAILS IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP 0 CORNERS 4 INTER5EGTI% WALLS (2) NAILS (2) NAIL5 * 2Y2"xO.113 15 AN AGGEPTABLE ALTERNATIVE TO A 3"xO.120", SAME 5PAGIN6 OR NUMBER OF NAIL5. (ONLY AGGEPTABLE WHERE * ARE 5HONN) TH 15 MODEL HAS BEEN DE516NED IN AGGORDANGE WITH THE -7th EDITION (2020) FLORIDA BU I LD I N6 CODE (SECTION 160q) LATERAL DE516N REQUIREMENT5 FOR THE FOLLOWIN6 WIND 5PEED EXP05URE ONLY: 140 MPH - EXP. B WIND IMPORTANCE FACTOR = 1.0 INTERNAL PRESSURE COEFFICIENT = ENCLOSED, +/- 0.15 ANY WIND 5PEED/EXPO5URE NOT L15TED HERE REQU I RE5 FORMAL EVALUATION 4 APPROVAL FROM M+K 5TRUGTURAL EN61 NEERI N6. EXTERIOR 4 SHEAR AALL 5HEATHIN6 512EC 11=1 CATIONS INDICATE5 LOCATION AND EXTENT OF 5HEARNALL WHIGH REQUIRE5 5HEATHIN6 AND/ OR FASTENIN6 5PEGIFIGATION5 BEYOND THAT OF 5TNDRD CONSTRUCTION SYMBOL SHEAR PANEL SPEC. 15/32" PLYWOOD OR 0513 FASTENED w/ PI 2Y211xO.151" NAIL5 @ 6" o.G. ALONG PANEL ED6E5 AND 12" o.c. IN THE PANEL FIELD. 15/32" PLYWOOD OR O5B FASTENED w/ P3 2Y2Itx0.131" NAILS ® 3" o.c. ALONG PANEL ED6E5 AND 12" o.C. IN THE PANEL FIELD. 5TANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALL5 w/ 15/32" PLYWOOD OR 05B FASTENED w/ 22"xO.131" NAIL5 ® 6" O.G. AT ALL PANEL ED6E5 AND ® 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL E06E5 SHALL OGGUR OVER FRAMIN6 OR 2X BLOGKIN6 5HALL BE PROVIDED TO SUPPORT PANEL E06E AND FASTENIN6 2. ALL 5TRUGTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMIN6 @ I6"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALLS SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER w/ 3Y2"xO.131" NAIL5 ® I6"o.c. USE (8) 3Y2"x0.131" NAILS ® EA. LAP 5PLIGE. (TYP. U.N.O.) 4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARNALL5 AND EXTERIOR NALL5 ARE GONTINUOU5 SHEATHED ABOVE AND BELOW OPENINC75. 5. SEE ARGHITEGTURAL PRANINC75 FOR ADO'L NALL GON5TRUGTION REQUIREMENT5. 6. ALL EXTERIOR NALL5 ARE GON51DERED 5HEARNALL5. 1. WHERE PANELS ARE APPLIED TO BOTH FAGE5 OF NALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMIN6 MEMBER5. 8. A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENINC75 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARNALL5 50 LON6 A5 THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 E06E NAILIN6 REQUIRED AND OGGUR 16" MINIMUM FROM THE ENO5 OF THE 5HEARWALL. q. ALL 5HEATHIN6 PANELS TO MEET U.5. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 WITH 33(b 5PAN RATING (MAX) 10. NOTE: IF FIRE -RATED DETAIL5 ARE REQUIRED BY THE ARGHITEGTURAL PLANS, THE 5HEATHIN6 USED IN THE -FIRE RATED A55EMBLIE5 SHALL BE NOMINAL 15/' THIGK, APA RATED 5HEATHIN622- % EXPOSURE 1 05B OR PLYWOOD PEI AGGORDANGE WITH THE UL OE516% 5PEGIFIED. Window 4 Door Allowable Wind Pre55ure5 03 140 MPH Wind Zone Ex o5ure [3 OPENING 51ZE INTERIOR ZONES END ZONESm 8' 6arage Door +18.5 P5F/-20.q P5F +18.5 P5F/-20.q P5F 16' 6arage Door +I1.1 P5F/-Iq.1 P5F +11.1 P5F/-Iq.1 P5F 10 SOFT. +21.2 P5F/-22.q P5F +21.4 P5F/-28.3 P5F 20 5QFT. +20.2 P5F/-22.0 PSF +20.2 %F/-26.4 P5F 50 5QFT. +Iq.O P5F/-20.8 P517 +lq.O P5F/-23.q P5F 100 SOFT. +18.0 P5F/-Iq.8 P5F +18.0 P5F/-22.0 P5F 500 SOFT. +15.8 P5F/-I1.6 P5F +15.8 P5F/-I1.6 P5F End Zone 15 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 pressures and have been reduced per A5CE 1-I6 section 2.4.1 from ultimate pressures. Divide allowable pressures above by a factor of 0.6 for ult. pressures. ROOF FRAMIN6 • SEE ROOF TRU55 UPLIFT CONNECTOR 5GHEDULE FOR ALL ROOF TRU55 GONNEGTOR5. • ROOF 5HEATHIN6 SHALL BE 1/I6" MIN. 05B/PLYW000 5HEATHIN6 244 EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.113" RING SHANK NAILS (R5R5-01 OR EQUIV) 0 b" O.G. AT PANEL E06E5 $ 0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 8 DRAG TRU55E5 w/ RING SHANK NAIL5 ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALONG PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" 5TYLE GLIP5 ALONG UNSUPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND GONTINUOU5LY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY 5ET5. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR GLIP5 ® 24" O.G. • ALL METAL HAN6ER5 SHALL BE 5PEGIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER NTGA 4 TPI'S BG51 I GUIDE TO 6000 PRACTICE FOR HANOLIN6, IN5TALLIN6 $ BRAGIN6 OF METAL PLATE CONNECTED WOOD TRU55E5." • ROOF TRU55 SHOP DN65. SHALL BE SUBMITTED TO ARCH $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH d SHORT 5PAN ROOF TRU55E5 w/ 2x4 LEDGER FASTENED TO FRAMIN6 w/(2) 3"xO.131" NAILS 0 16" O.G. UPL 11=T CONNECTORS BEARIN6 CONDITION TRU CONNECTOR LENG6TH < IS' 5IMP50N H2.5T 51N6LE ROOF TRU55 BEARIN6 ON > 15' 51MP50N HIOA WOOD STUD WALL/NOOD BEAM ROOF GIRDER TRU55 BEARIN6 ON WOOD STUD WALL/WOOD BEAM ALL 51MP50N HT520 51N6LE ROOF TRU55 OR PORCH ALL 51MP5ON HETAI6 BEAM BEARING ON GMU WALL ROOF 6.T., FLUSH BEAM OR FLUSH 63. BR6. ON GMU NALL ALL (2) 51MP50N HETAI6 ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR A5 L15TED ABOVE. IT 15 THE RE51PON51BILITY OF THE EN6INEER OF RECORD TO DE516N THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N 5TANDARD5 FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION". M4K HAS, EN61NEEREO ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN AGGORDANGE WITH THE REQUIREMENT5 OF A56E-1-16. ALL UPLIFT GONNEGTOR5 AND LOAD5 PER THI5 DRAWING 5HALL SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR 5PEGIFIGATIONS AND LOAD5 5HONN ON THE SHOP GARD5. LEGEND • ® INTERIOR BEARIN6 NALL • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL • I: : : I EXTENT OF OVERFRAMIN6 ------ -- --- -INDICATES 1/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HAN6ER INDICATES P05T ABOVE. PROVIDE 50LIO BLOGKIN6 UNDER P05T OR JAMB ABOVE. GENERAL STRUCTURAL NOTES • OE516N 15 5A5ED ON -Ith EDITION (2020) FLORIDA BUILDING CODE. • WOOD FRAME EN6INEERIN6 15 BASED ON ND5, "NATIONAL DE516N 5PEGIFIGATION FOR HOOD GON5TRUGTION" - LATEST EDITION. • DE516N LOADS: ROOF LIVE = 20 P5F DEAD = 1 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUOIN6 5TAIR5 :t OEGK5) = 30 P5F ® 5LEEPIN6 AREAS = 50 P5F ® 6ARA6E = 200 # POINT LOAD ® 6UARD5/HANDRAILS = 50 P5F ® GUARD IN -FILL GOMPONENT5 DEAD = 10 P5F (20 P5F TOTAL ® TILE) WIND ULTIMATE WIND SPEED 4 EXPOSURE A5 L15TED R15K GATE60RY 11 6ENERAL FRAMIN6 • EXTERIOR WOOD STUD BEARIN6 NALL5 SHALL BE 2x 5PF#2 OR 5YP#2 0 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARIN6 NALL5 SHALL BE 2x 5PF OR 5YP 'STUD' 6RADE LUMBER o 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALLS SHALL BE GON5TRUGTEO WITH 2x 'STUD' 6RAOE MEMBER5 5PAGED o 16" O.G. (MAX.). • ALL NON -BEARING INTERIOR STUD WALLS SHALL BE GON5TRUGTEO WITH 2x 'STUD' GRADE MEMBERS 5PAGED ® 24" O.G. (MAX). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK 5TUO $ (1)2x KIN6 STUD, MINIMUM. - THE NUMBER OF 5TUD5 5PEGIFIED AT A SUPPORT INDICATES THE NUMBER OF JAGK 5TUD5 REQUIRED, U.N.O.. • ALL HEADERS, BEAMS rt OTHER 5TRUGTURAL MEMBERS SHALL BE 51PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS 4HEADERS N/ 3-ROW5 OF 3"xO.131" NAILS ® 12" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FAGE5 3-PLY OR MORE GONDITION5. UTILIZE 2 ROWS OF NAIL5 FOR 2xb t 2x8 MEMBERS. • FACE NAIL BUILT UP 2x P05TS N/ 3"xO.131" NAIL5 ® 16" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FAGE5 o 3-PLY OR MORE GONDITION5. • REFER TO GONNEGTION 5PEGIFIGATIONS TABLE FOR ALL GONNEGTION5 (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR NALL5 w/ 1/I6" 055 FASTENED w/ 2Y2"xO.131" NAIL5 ® 6" O.G. ® EDOE5 $ 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x 13LOGKIN6 AT ALL UNSUPPORTED PANEL E06E5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE 50LID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL P05T5 CONTINUOUS TO FOUNDATION/BEARIN6. • EN6INEERED 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.Ox10A6 psi • FOR 2 8 3 PLY BEAM5 OF EQUAL WIDTH, FASTEN PLIE5 T06ETHER WITH 3 ROWS OF 3x0.131" NAIL5 o 8" O/G OR 2 ROW5 Y4"x3,I'2" 51MP50N 505 5GREN5 (OR 3Y2" TRU55LOK 5GREN5) o 16" 0/6. USE A MINIMUM OF 3 RON5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FAGE5 FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/5GREN5 2" FROM E06E. 50LID 3 Y2" OR 5 Y4" BEAM5 ARE AGGEPTABLE. USE 2 RON5 OF NAIL5 FOR 2xb $ 2x8 MEMBERS. • FOR 4 PLY BEAM5 OF EQUAL WIDTH, FASTEN PLIES, T06ETHER WITH 3 RON5 OFY4"xb" 51MP50N 505 5GREN5 (OR 6 %" TRL65LOK 5GREN5) o 16" OIG. USE A MINIMUM OF 4 ROWS FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FA5TENIN6 AT BOTH FAGE5 (ONE 51DE ONLY FOR TRU55LOK 5GREN5). LOCATE TOP AND BOTTOM 5GREN5 2" FROM ED6E. A 50LID 1" BEAM 15 AGGEPTABLE. • ALL INTERIOR WALL 5TUD5 IN CONTACT w/ GMU WALLS SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LONG TAPGON5 o 24" O.G. FLOOR FRAMING • I-JOI5T5/TRU55E5 SHALL BE DE516NED BY MANUR TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HAN6ER5 SHALL BE 5PEGIFIED BY I -JOIST /TR155 MANUFACTURER, UNLE55 OTHERN15E NOTED. • I-JO15T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY • FLOOR 5HEATHIN6 SHALL BE 23/32" GONFORMIN6 TO P52-04, 24" O.G., EXPOSURE I, TON6UE AND 6ROOVE E06E5, FASTEN 5HEATHIN6 TO FRAMIN6 MEMBER5 W/ 6LUE AND 3"xO.131" NAILS 6" O.G. AT PANEL E06E5 $ 12" O.G. AT INTERMEDIATE SUPPORTS. TYPICAL 5TAIR GON5TRUCTION NOTES • (5) 51N6LE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR LANOIN6, WHERE APPLICABLE, AND 2xb P.T. PLATE AT BOTTOM w/ (I) 51MP5ON A35 CLIP AT EACH 5TRIN6ER. • FASTEN 2xb P.T. PLATE TO CONCRETE 5LA13 w/ (5) %," DIA. x 3 Y2" LONG TAPGON5. • FASTEN END 5TRIN6ER5 TO ADJACENT WALLS w/ (2) 3x0.131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE %" FLOOR DEGKIN6 ON R15ER5 AND I" FLOOR OEGKIN6 ON TREADS. • SEE STAIR FRAMING SECTION FOR MORE INFO. seal: . P�� . 1J S F• �G a cc - : W �.• AT OF : t� �. r •; O '•• A` pP' � r' ...... >'`ONPX- 41111111 © copyright : P ZOL1 structuraMULHERI eer , nc. az Z JJ W W z CD z W J a Z It=D W� 3: E-- T cn JH z W O_ y W cc IV IV M&K project number: 068.2001 1 project mgr: drawn by: issue date: JSB DJ R 1 1-18-21 REVISIONS: date: initial: W I-- O Z J d H U U) sheet: SW0.0 'Q ix 0 .J LL _.�Il�arsc�,y�4 51 0 0 0 r I 10'-0" 1,0 12'-0" ,. 16'-8" LANAI SLAB: 4 � — — 3 Y2" GONG. SLAB ON—�� 6RADE (2500 P51 I c� I 12" WIDE GONG. MIN.) w/ 6x6-N1.4xHI.4 cy_ TURNDOWN EXTENDED MESH OR FIBER MESH I LU D I MIN. 12" BELOW 6RADE ON q5% GOMPAGTED FILL OR VIR61N 501L. I I I 2 I 5D-I 3 Y2" STEP SDI ( 5D-I i --------- I--------------------� ! II'_8" 6'-4" 201_ " ! I I • I FRENCH DOOR I REGESS PER MANUFAGTURER5 ! I • IN5TRUGTION I I •I I ! I •I ! I I I ! I I I • NOTE: REFER TO BLOCK PLAN FOR ALL DOWEL LOCATION DIMENSIONS. , I I I •I , I I I I , I 2 I 5D-I I J I------31v2�� 5TL:f- -- I ! I 4 3 Y2" STEP , • I I m ! 5D-I I 6ARA6E 5LA13: 3 Y2" GONG. SLAB ON 6RADE -3 Y2" STEP (2500 P51 MIN.) W 6x6-WI.4xNl - _ .w_ -. • MESH OR FIBER MESH OVER 6 MIL. POLY ON 15% GOMPAGTE • I I 5D-I I FILL OR VIR61N SOIL. _ i I I I 5 I o W a 13'-4" I, 5'-4" I' 4 I• I I 2 5D-1 HVAG UNIT 5 5D-1 I 0 N 0 0 r n SLAB PLAN LEGEND • ® INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARNALL -71 . I; : ; : I EXTENT OF OVERFRAMIN6 L' —'- J •— —--'-INDIGATE5 1/8"A" 5AN GUT GONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE (5EE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES $ SCHEDULES seal �•`��o.. :;��� ,� 0 *: _ :L.L 0 ' 141 S' © copyright: MULHERN Z 2 ZOL f Structural Engineering, Inc. 0 cm Z JCC w W Z r z w a J Z= c3 A a m WW S T -J 0° E + Q JJ Q �o W o Y e y W m Qg j M&K project number: 068-2001 1 project mgr: J S B drawn by: DJ R issue date: 1 1-1 8-21 REVISIONS: date: initial: sheet: Q 0 O J LL LL.I � � 0 z x �~ a Z a 0 D 0 f� �e J J� 0 IS'_8" - 20'-0" 3 Q 1_ 311 SCALE: 1/4"=1'—O" (22x34 SHEET) SCALE: 1/5"=1'-O" (Ilxl1 SHEET) Fm 1 00 IS z i !n O I CV � CD T m 1 152 1-511 4'-2" 4'-6" 3'-0" 6'-4" 5'-01/2" 5'-11/2" 4'-6" MB-1 MB-1 MB-1 51-011 3'-211 5'-211 1-011 161-011 2'-011 10 13'-4" 5'-4" 10 20'-0" I t— 1 1 BLOCK PLAN LEGEND • ® INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOGATION AND EXTENT OF 5HEARWALL 1:: ; I EXTENT OF OVERFRAMING •-- — ------INDIGATE5 1/8"A" 5AW GUT CONTROL JOINT INDIGATE5 LOGATION OF REINEORGED GMU GORE El (5EE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. MA50NRY LINTEL PETA I L5 REINFORCEMENT MARK DE516NATION TOP BOTTOM 5HEAR REINFORCEMENT 43-1 bFb-0B/OT ----- ---- MB-2 bF5-18/0T ----- (1) #5 MB 3 bFlb-IB/IT (1) #5 (1) #5 MB-4 &W14-I13 ----- ---- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T CO., AND LOTT'S GONGRETE. NOTES: I. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-0" 5HALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REQURIED. 3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORGEMENT SHALL BE GRADE 60, fy=60 kel 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTEL5 ARE TO BE LOGATED DIRECTLY ABOVE THE OPENING BELOW MAWNW L I NTEL A55EMBL I E5 5EE 5GHEDULE AND SPECIFICATIONS FOR ADD'L INFO - MIN il) GOURSE/E30ND 1 1 1� L4J I BOVE LINTEL BEAM ABOVE LINTR I L4J* BFNN�1, GOURSFIBOFlD GROUT 6ROUi 4, .` : x BOTTOM REINF. I p. I PRECAST LINTEL ►�/ I w. EFFMCAST LINTEL. w/ -f—`�i` EMBEDDED REINF. _ _04 EMBEDDED REINF. MB-1 MB-2 TOP COURSE, IF i + �— TOP COURSE, IF L4J I m I L4J I REOP PER ARCH. __ READ PER ARCH. TOP REINF. OR GONE. CO M. BOND BEAM `........_. BOND BEAM REW REINF. AS REQ'D GROUT 6ROIlt _ BOTTOM REINF. BOTTOM REINF. •-` PRECAST LINTEL w/ I a• I PRE•GAST LINTEL.. EMBEDDED REINF. } �—� t--�f EhBEUpED REINF. MB-3 ry M13-4 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES � SCHEDULES seaL., . ` • v 4 7 �[• Wig; LL -0 S T OF �"#1/u111 ► %% qq © copyright : MUNO & 20L� Structural Engineering, Inc. 0 cm Z JE-= W W Z 8 ci z W J + L Q N oc Z= a� F— • U t Q- �_ CUJ J O° E OC Q A Jz W Y p o cop)m WCD C n M&K project number: 068-2001 1 project mgr: J,SB drawn by: DJ R issue date: 1 J - `j 8-21 REVISIONS: date: initial: sheet: 4 O J J L' W � 0 z a 02 0. W Z a O 0--4 �Y D C� ~ z J J SCALE: 1/4"=1'-0" (22x54 SHEET) SCALE: 1/8"=1'-0" (I IxI1 SHEET) Fm2.0 seal: �o`���G'. • • ° , REAR LANAI DROPPED BEAMS: !- GEND ROOF FRAMIN6 ��:= :.`o 4 FA5TEN DROPPED BEAM5 TO (2)2x 12 w/ Y2" 05B/PLYWOOD • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF ' * ' P05T5 PER DTL U/5D-2 (TYP. OF 2) — BTWNPLYS (TYP. OF 3) TRUSS CONNECTORS. • ® INTERIOR BEARING WALL - — — — ,�- — . ,0pz -0T DROPPED BEA—M • - - - BEARIN6 WALL ABOVE ' gyp'•., ,c • ROOF 5HEATHIN6 SHALL BE �1/16" MIN. 05B/PLYWOOD 5HEATHIN6 24 ' �•.• �+ • BEAM /HEADER EXPOSURE 1. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.113"b ss o O RING SHANK NAILS (R5R5-01 OR EQUIV.) O 6 O.G. AT PANEL E06E5 8 1'11111161 4x6 P05T w/ 51 MP50N i i o o �� ©copyright : MUL u w • LOCATION AND EXTENT OF 5HEARWALL ®6 O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRA6 OZ1 ABA46Z BA5E I I v Stru ,1 n ,1 . (TYP. OF 2) �W HIP GIRDER TRU55 Lu� - TRU55E5 w/ RIN6 5HANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOGKING g �p I CD . I: • : : I EXTENT OF OVERFRAMIN6 ALON6 PANEL E96E5 AT FIRST 2 TRU55 BAYS FROM 6ABLE END. CD PROVIDE "H" STYLE CLIPS ALON6 UNSUPPORTED EDGES. o Z �(1 i 5D-2 � I 1 • - INDICATES I/S"A" SAW GUT CONTROL JOINT • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND w N l o y 01 5D-2 CONTINUOUSLY UNDER ALL OVERFRAMIN6. = z o INDICATES LOCATION OF REINFORCED GMU GORE c� � 51MP50N HUG412 FASTENE � (SEE NOTES) TRU55 ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW w/ � Z a 51MP50N VTGR GLIP5 0 24" O.G. '-'-' 1 BAGK TO GMU BLOGK w/ -F-F-F J L METAL HANGER + J 51MP50N TITEN SGREWS •ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRU55 CC E INDICATES POST ABOVE. PROVIDE 50LID MANUFACTURER, UNLE55 OTHERWISE NOTED. Z a BLOGKIN6 UNDER P05T OR JAMB ABOVE. A a • ERECT AND INSTALL ROOF TRU55E5 PER WTGA 4 TPI 5 BG51 I o, \ fit I ~ "GUIDE TO 6000 PRACTICE FOR HANDLING, IN5TALLIN6 8 BRAGIN6 m If U_ OF METAL PLATE GONNEGTED WOOD TRU55E5." LU W ° E \ MAINTAIN 24 O.G. SPACING O • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6. = a > A \ I / OVER MEGH. GL05ET I r_ v FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. �.. d CM miZ �o IL • SUPPORT PORCH d SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER W FASTENED TO FRAMING w/(2) 3"x0.131" NAILS 0 16" O.G. e \ lu HIP C71RDER TRU55 / cc m I \ / I oe � a. \ / I M&K project number: 068-2001 1 project mgr: J s B I \ / I drawn by: DJ R issue date: 1 1-18-2 j REVISIONS: I I I date: initial: 5D-2 I I I I I REFER TO 5-0.0 FOR TYP I GAL I I 5TRUGTURAL NOTES 5GHEDULE5 CU I � I I SD-2 0 I I I I I I O I d Li Ca STRUG I URAL 6ABLE END ROOF TRU55LL I O ROOF 61 RDER TRU55 W TRU55 O.F. / / I �--+ Z Lu 0 24 O.G. o \ I a N TRU55 O.F. L z U) 24" O.G. I o N LO 3-PT. BR6. ROOF p ~ I HIP GIRDER TRU55 TRU55E5 0 24" O.G. I d U HIP 61RDER TRU55 I ~ ii F U_ tL — — — — — — I — — — — — o0 0 U) x LU v D 1 - - - - - - - - - - < 0 O z ' Q J J 3 ROOD RANI I N6 PLAN sheet: 5D-2 I SCALE: 1/4"= I'-0" (2244 SHEET) SCALE: 1/6"=1'-O" (IlxI1 SHEET) Sm 1 .3 UPL I �T CONNECTORS BEARING CONDITION TRU55 CONNECTOR LENGTH < 15' SIMP50N H2.5T SINGLE ROOF TRU55 BEARIN6 ON > 15' S1MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61 RDER TRU55 BEARIN6 ON ALL 51 MP50N HT520 WOOD STUD WALL/WOOD BEAM SINGLE ROOF TRUSS OR PORCH ALL 51MPSON HETAI6 BEAM BEARING ON GMU WALL ROOF 6.T., FLUSH BEAM OR ALL (2) SIMPSON HETAI6 FLUSH G.T. BR6. ON GMU WALL ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR A5 LISTED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DESIGN THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPIr2014 "NATIONAL DESIGN STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION". MdK HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF ASGE-7-I6. ALL UPLIFT CONNECTORS AND LOADS PER THIS DRAWING SHALL SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR SPECIFICATIONS AND LOADS SHOWN ON THE SHOP CARDS. k I6"x8" THICKEN E06E W/ (2) #5 GONT. THICKENED EDGE @ 6ARA6E DOOR DETAIL SCALE: NTS 8" GMU BLOCK 8" WIDE GONT. GONG. CURB (1) #5 VERT. FROM FT6.— TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 50" GROUT CELL 5OLID cz_c�c L L e� O 6RADE 1 I1=1 11=0� o -,_II I I cn I I I=Jt} ' (I) #5 DOWEL W/ 6" HOOK AT _ II— 1=III—I ALL VERT. WALL REINF. III —I III=III=— III Ill- ,, - I' (SEE PLANS FOR LOCATION) I —III —I I I —I GLEAN GOMPAGTED III =III -I I' FILL A q5% WI TH MONOLITHIC FOUNDATION STANDARD DEN5ITY W/ (2) #5 GONT. ON CHAIRS 2-5TORY: II -4 WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS G�R�rGE CURB DETAIL SCALE: Nrs 8" GMU BLOGK----_ BEYOND EXTERIOR DOOR— MTL. THRESHOLD SET IN SEALANT PORGH/PATIO/LANAI SLAB OR PAVERS (5EE PLANS) R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) PER MANUF. a III-1 I I I=1 I II s 11 I —I I I-111— I I, , '=1 11=1 11= d I-1 I I 11 M I M I I —I 11- —I 11=1 III —I I El I M I 1=1 1I- '—I III—III=I I I- _ I=I m III I I El I I —I I IF m y I I I I —I I I_I I I —III III— I=1 I I —III —Ill —I I—�'' MONOLITHIC GLEAN COMPACTED III =I I �_ I I' FOUNDATION W/ (2) #5 FILL ® q5% 5TANDARD WI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR OUT5WINCG 4 SGD POURED SILLS DETAIL 8" GMU BLOGK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID z� dJ O GRADE =1 I I=1 11= d l IIIIIII`'I 4 4 . II —III_ .4 II —III —I _e IIIIIIIII11111 R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) 1) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. ' 11 I I I I—III=III _� I I (5EE PLANS FOR LOCATION) GLEAN GOMPAGTED FILL ® 1CM WI TH MONOLITHIC FOUNDATION STANDARD DEN5ITY W/ (2) #5 GONT. ON CHAIRS 2-STORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS POOTI NG SECTION & BLOCK DETAIL SCALE: NM 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL BEYOND OVER %" FURR 5TRIP5 EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (5EE PLAN) PAVERS (5EE PLANS) a Fm ' III —III —III —III • III—_III—_III—_III_I i— — - - -III—III->Y I —III e III=III—III=1 ''—III=1-� III —I I I —III —III —I I I- I- `' I —I II III=III — I I I- I=1 m III I I 4. 1=1 I I —I I I- I1=1I— I I I-1 I1- "' 11'='—�"'I 1—MONOLITHIC ilII—I FOUNDATION W/ (2) #5 , GLEAN COMPACTED FILL ® q5% STANDARD WI TH GONT. ON CHAIRS DEN5ITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS ENTRY DOOR DET I L 6 SCALE: NTS 3 Y2" GONG. SLAB w/ WWF OR FIBERME5H REINF. w OVER 6 MIL. QC VAPOR BARRIER > m� 8 8 (2) #5'S CONT. THICKENED SLAB @ RECESS DETAIL ATIO/PORGH/LANAI SLAB (5EE PLAN) 8"x8" THICKENED — SLAB W/ (1) #5 GONT. DTHICKENED EDGE DETAIL 3 SCALE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6. 1 BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL SOLID PORGH/PATIO/LANAI—A SLAB OR PAVERS (SEE PLAN) R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) e e I —III —III —III a I —III —III —III —II II 1—I I II=1' 4 11=111—III_I' =1 11=1 1 = 1) #5 DOWEL W/ 6" HOOK AT III —III- ALL VERT. WALL REINF. -111=III=1 I III= (5EE PLANS FOR LOCATION) -I II III —III —III , I I GLEAN GOMPAGTED I —III -III— ' FILL ® g5% MONOLITHIC FOUNDATION STANDARD DENSITY WI TH W/ (2) #5 GONT. ON ' CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I-5TORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR WALL ® PORCH/FATIO/LANAI DETAIL SCALE: NTS Y" GYP. BD. EA. SIDE OF 2x45 A 16" O.G. Y2" J-BOLT5 6" FROM EA. END OF WALL AND SPACE A 32" O.G. 2" (6" MIN. EMBED) STUD PLATE TIES PERPT SOT. PLAN A STUD TOP 4 PLT. BOT. (2) #5'5 GONT.3" MIN. CLEAR UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. GARAISE STEP DOWN DETAIL SCALE: RTS 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID z_ L m Ill l_I=III=III= _ =11_I=III Z '—III— PVG CHASE SLEEVE TO BE MI I M I I IFEIIlGLEAN COMPACTEDFILL ® g5%STANDARD DEN5ITYH>45E �rILALE,NTS R4.1 FI-FOIL OR EQUAL OVER 3/4" FURRSTRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) TWICE THE DIAMETER OF eF, MONOLITHIC FOUNDATION WI TH W/ (2) #5 GONT. ON CHAIRS 2-STORY: I'-4" WIDE w/ (2) #5 BARS I -STORY: I'-0" WIDE W/ (2) #5 BARS ,�%seal: . •OU, . O 1A ONcopyright: MULHNAstructural EngineennML ozZ.J cc wLLJ 09 Z <Zw aF-- U A R- cc yQ >A Q I— _J Z:oWp o y 2 mWCn M O.1wr M&K project number: 068-20011 project mgr: JSB drawn by: DJR issue date: `j`[-`j 8-2`j REVISIONS:date: initial: WW0 0 0Z 0 z n. oLL sheet: 0 J LL W z x TTitWWJ U) 0 Z J J SCALE: NTS SCALE: R% SD• 1 FASTEN ROOF 5HEATHING TO FASCIA WITH 2 3/8"x0.113" RING SHANK NAILS ® b" O.G. LU in 2xb FASCIA -SEE ARCH 8" GMU BOND BEAM W/ (1) #5 GONT. 8" REINF. GMU WALL -SEE PLAN FOR VERT. 4 HORZ. REINF. SPECS 5Ef�UPLIFT CONNECTOR - SCHEDULE ON PLANS FOR CONNECTOR 5PEGIFIGATION5 8' GMU BOND BEAM - W/ (1) #5 GONT. 8" REINF. GMU WALL - -SEE PLAN FOR VERT. 4 HORZ. REINF. SPECS 5ECTION SCALE: 9/4'=1'-0' TRU55 OVERFRAMING PER PLAN 20 SECT3ION SCALE: /4'=1'-0' PROVIDE SOLID SHIM BETW'N TRU55 4 CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT GONNEGTOR, REFER TO TYPIGAL RETROFIT DETAIL P. SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR 5PEGIFIGATION5 PROVIDE MOISTURE BARRIER PLATE (PER TRU55 MANUF) EACH TRUSS. VERT WALL REINF. TO EXTEND INTO BOND BEAM PER PLAN PROVIDE MOISTURE BARRIER PLATE (PER TRU65 MANUF) EACH TRU55. VERT WALL REINF. TO EXTEND INTO BOND BEAM 2xbx12" OR CL OF OPENING 2X8XI2 P.T. n GENTER BUCK II � • DIA. ANCHOR 2X4 P.T. TOP BUCK 2X6 OR 2X8 P.T. BUCK 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 SIDE OF DOOR. PROVIDE IY2"x%' THICK WA5HER W/ EACH ANCHOR (15T BOLT TO BE 8" MAX ABV. CURB REST EQUALLY SPACED APPROXIMATELY 24" O.G) START BOLTS AFTER 6ARA6E CURB (8" MAX) &LA �t6EDOOR BUCK DETA I L PROVIDE 50LID SHIM 6ETW'N TRU55 4 GONNECTOR IF TRUSS LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRUSS 15 6REATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF 5HEATHING TO FASCIA WITH 2 3/e"x0.113" RING SHANK NAILS ® 6" O.G. SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS 2x6 FA5GIA -SEE ARGH REINF. MASONRY LINTEL/ BEAM - - SEE PLAN FOR SPECIFICATIONS. CONNECT EACH END OF MA50NRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL w/ 24" LEGS fU TION3 3/4'=1'-0' VALLEY SET OVERFRAMIN6 MAIN ROOF 5HEATHIN6 FASTEN EACH OVERFR TRUSS TO TRU55 BELOI WITH (1) SIMPSON VTGR ® 24" O.G. MAIN ROOF TRU555 TYPICAL OVERFRAM I N6 CONNECTION DETAIL SCALE: N.T.S. BOND -BEAM _.__--GONTIN. PRECAST HEADER 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE GA5T-GRETE WINDOW SILL, WINDOW SILL, OR EQUIV. OR EGUIV. DOUBLE WINDOW @=LA���NRY PI ER DETA IL TRIPLE WINDOW SIM. PROVIDE SOLID SHIM BETW'N TRU55 8 GONNEGTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM GONNEGTOR. WHERE TRUSS 15 6REATER THAN 1 Y2" FROM UPLIFT CONNECTOR, REFER TO TYPIGAL RETROFIT DETAIL P. 2x FA5GIA -5EE ARCH FASTEN EXTERIOR SHEATHING TO 2x4 BLOGKIN6 IN EA. TRU55 BAY w/ 2 Y2"xO.131" NAILS ® 6" O.G. I Lj OF TRUSSES FASTEN EA. 2x4 BLOGKIN6 IN EA. -5EE PLAN TRU55 BAY TO BOND BM. w/(4) HILTI DNI12P8 PAF's FASTEN EXTERIOR SHEATHING TO 2x BLOCKING W 2Y"xO.131" NAILS ® 3"O.G. UPLIFT CONNECTOR -PER SCHEDULE 811 GMU BOND BEAM w/ (1) #5 BARS GONT. VERT WALL REINF. 8" REINF. GMU WALL -SEE PLAN FOR VERT. TO EXTEND INTO BOND BEAM d HORZ. REINF. 5PEG5 RETROFIT DETAIL P SCALE: 3/4'=1'-0' SECTION 5GALE: S/4'=1'-0' ALL LAPS IN MASONRY 25" - RUNNING BAR #5 BENT CORNER BAR GROUTED GELL TYP. CORNER PERT. WALL REINFORCING DETAIL SCALE: NTS SEE DETAIL I ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT 5HOWN HERE FASTEN EA. ROOF TRU55 TO GMU W 5IMP50N M5TMI6 TW15T STRAP. FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 Y4" LONG TITEN 5GREW5 PROVIDE MOISTURE BARRIER PLATE (PER TRUSS MANUF) EACH TRUSS. PROVIDE 2x FLAT BLOCKING FIT T16HT TO ROOF TRUSSES ® EVERY OTHER BAY FASTENED TO GMU W (3) Y4" DIA. x 3 Y2" LON6 TAPGON5. FASTEN BLOGKING TO ROOF TRUSSES W (2) 3 N'x0.131" NAILS ® EA. END. ROOF TRUS -SEE PLAN (2)3 Y2"x0.131" 8" GMU BONE (1) #5 BARS C 8" REINF. GM -SEE PLAN F 4 HORZ. REINr. 5rtc,5 BY WINDOW/DOOR MANUFACTURER i SHANK 2x4 FLAT BLOGKIN6 ® 16" o.c. FASTENED TO BOND BM. w/Y4" DIA. x 31'4" TAPGON (2)3 Y2"x0.131" VERT WALL REINF. TO EXTEND INTO BOND BEAM SECTION 5GAl.E: S/4'=1'-0' NOTES: I. 2X PT BUCK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW/DOOR, FASTEN BUCK TO MASONRY W/ (1) ROW OF W6"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 FASTENED W/ GUT NAILS OR EQUIVALENT. STRUCTURAL CONNECTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN THI5 CASE. 3. ADDITIONAL 2X WOOD BUGK MATERIAL MAY BE ADDED TO EXI5TIN6 2X BUCKED OPENING, USE (3) ROW5 OF 3"xO.131" NAILS STAGGERED ® 12" O.G. EA. SUCCESSIVE BUCK. 4. MIXING OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROWS OF 2 Y2'x0.131" NAILS ® 16" O.G. FASTEN WINDOW/DOOR TO 2X PER WINDOW/DOOR MANUFACTURER'S 5PEG5. �1 WINDOW/POOR BUCK DETAIL n SCALE: NTS NOTES: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). 2. PROVIDE 3/4" DIA. HOLE FOR SEE TYP. FOUNDATION DETAILS FOR ADDITIONAL 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 DRILL 6" INTO EX15T'6 11;�1 IN GROUTED CELL SLAB, EPDXY DRIVE I #5 DOWEL, PROVIDE MIN. 30" LAP SPLICE I I I m0 ry I I z p 9 G., _ _ A' ° .. — III —I ° ' III —I I III 6RADE — I I —III —III —III —I -III—III—I I —I I °. I —I I —I I —I 1—i 1—I I: —III—III—III III —III —III 1I- MISSED DOWEL RETROFIT DETAIL SCALE: NTS SIM. • CH) STEM FOR DROPPED GRADE P.T. P0 PO5T PROVIDE (1) 51MP50N L5TA18 STRAP ON EACH EXTERIOR FAGE OF POST, 9" MIN END LENGTH DROPPED BEAMS PER PLAN REAR WOOD LANAI TYP. BEAM TO P05T CONN. SCALE: 5/4'4-0' LETTERED DETAIL5 ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME 4 5HALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REQU I RED ALL APPL I GABLE AREA5. THE5E WHERE 5PEG I F I GALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. seal ° �* a oo •'• OF :LIU Q ? S/0NA .�`'�.. ,,1111111Nov Z Z z © copyright : MULHERN & KULP structural Engineering, Inc. CD Z J= w w Z N g Z 9 w J ca.. L � Q a� .O a E H c.3 Rt -c tr W� W �Q) 5 a J a m E Q. MjH z W C � Com W N C 65 n M&K project number: 068-2001 1 project mgr: J S B drawn by: DJ R issue date: 1 1-1 8-21 REVISIONS: date: initial: sheet: 4 O J LL W ui O z a CL O � D C� ~ z J J SD2 a a PERMANENT ROOF TRU55 BRAGIN6 NOTE5: (51N6LE FAMILY HOME OR TONINHOU5E GON5TRUGTION, WITH ROOF TRU55E5 5PAGED NO MORE THAN 24" O.G.) I. WOOD TRU55E5 SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDIN6 COMPONENT SAFETY INFORMATION (BG51) "61,1I0E TO 6001? PRACTICE FOR HANDLING, IN5TALLIN6, RESTRAINING 4 BRAGING OF METAL PLATE CONNECTED WOOD TRU55E5," (2005 EDITION). 2. TOP CHORD BRAGIN6: TOP GHORD5 5HALL BE BRAGED 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 M4K FOR BRAGING DE516N. 3. BOTTOM CHORD BRAGIN6: a. THE BOTTOM GHORD5 5HALL BE BRACED BY DIREGT-APPLIED 6.W.5. GEILIN6 4. WEB MEMBER BRAGIN6: THE TRU55 MANUFACTURER 5HALL INDICATE THE TRUE% MEMBER5 (WEBS, VERTIGALS) THAT REQUIRE LATERAL BRAGIN6/RE5TRAINT. a. 'T' OR V BRACE: WHERE BRAGIN6 15 REQUIRED A5 INDICATED ON SHOP DRAWING, UTILIZE 'T' OR V BRAGE5 (REFERENCE BG51-133 F16URE5 63-IS 4 133-M). 5HOP APPLIED REINFORCEMENT PER 5G51-133 F16URE5 63-22 4 BG-23 15 ACCEPTABLE. • 'T' 4 V REINFORGIN6 MATERIAL 5HALL MATCH THE 51ZE OF THE NEB/VERTICAL MEMBER. • V 4 'T' REINFORGING TO BE A MINIMUM OF 90% OF THE LEN6TH OF THE WEB/VERTIGAL MEMBER. • FA5TEN 'L' OR 'T' REINFORGIN6 TO WEB/ /ERTIGAL W/ Ibd GUN NAIL5 (0.13lx3 I/2") AT 6" O.G. b. GONTINUOU5 LATERAL BRAGING ALTERNATE: WHEN THREE (3) OR MORE 51MILARLY GONFI6URED ROOF TRU55ES AL16N, CONTINUOUS ROW5 OF LATERAL BRAGIN6 MAY BE U5ED IN LIEU OF THE ABOVE -NOTED 'L' OR 'T' BRACES. a CONTINUOUS ROW5 OF LATERAL BRAGIN6 5HALL GON515T OF MINIMUM 2x4. ROW5 5HALL BE LAP SPLICED ONE TRL65 BEYOND IN EACH DIRECTION. 5EGURE BRACE TO EACH TRU55 GOWRE55ION WEB W (2) Ibd 6UN NAILS (0.13lx3 1/2"). • GONTINUOU5 LATERAL BRAGIN6 5HALL BE RESTRAINED BY DIAGONAL BRACING (MIN. 2" THICK NOMINAL LUMBER 4 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 DIA60NAL5 AT 20'-0" A5 REQUIRED. PIA60NAL BRACE NAILED TO OPP051TE PROVIDE (2) Ibd NAILS 0 51DE OF WEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIRECT -APPLIED PLYWOOD/0513 A ROOF 5HEATHIN6 GOMPRE5510N WEB (SLOPING OR VERTICAL) 2e O J COMPONENT � GLADDI N6 PRESSURE ZONES Gomponent5 � Gladding Wind Pre55ure5 UP TO 140 MPH Wind Zone Exp. B, Ri5k Gat. II Endo5ed, 0.18 Int. Pre55ure Goeff. MEAN ROOF ZONE PRE55URE5© ZONE PRE55URE50 HT: 25 FT. (P5E) (F5E) ROOF (HIP) O +141 -26.6 2r +14.11 -36.8 200 TO 27° 2e +14A -36.8 0 +14.4 -36.8 +14A -28.3 0+14A -45.1 ROROOFOI 2e +14A -28.3 3e +14A -45.1 (GABLE) 20° TO 210 2n +14A -45.1 O +141 -53.6 0 +21.2 -22A WALLS O +21.2 -28.3 NOTE:Pre55ure5 charted here are allowable pre55ure5 and are permitted to be converted per A5GE 7-16 5ection 2.4.1 to get an equivalent ultimate load pre55ure. Divide allowable pre55ure5 by a factor of 0.6 to obtain ultimate pre55ure5. Valuer, are bared on wor5t care 5cenario of 10 pr,f (eff. area). Refer to notes on 5-0.0 for roof/wall nailing requirements. seal: ��v% Fq,` N � . P ������'•�°`NSF•• G , p ; :a: OF •� • S .,�9 •., e off.•,.., �Qp © copyright : M1JC y�{�11M4 Z JLU W W z c CD rn w aQ,. J Q rr !r Z= A it�/ U � Q- E Cr_ W ` 2 a� •5 T m E + Q J'= D CD o Z �in -0 y 2c�cgg m Lil �h o N M a M&K project number: GONTINUOU5 LATERAL BRACE 068-2001 1 ALTERNATE A (3) OR MORE ro'ed m r: P J 9 drawn b Y J S B DJ R ........................................................................................................................... ADJACENT 51MILAR TRU55E5 (5EE X IND1V . TRU55 5HOP DRANIN65 FOR LOGATIONS) AGK MAY BE INSTALLED FOR GON5TRUGTABILITY issue date: .. .. 1 1 2 1 TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REQ'D FOR STRUCTURE) REVISIONS: date: Initial: GONTIN. LATERAL BRAGIN6 TO LAP AGRO55 MIN. (1) DIREGT-APPLIED TRU55 BAY A5 SHOWN 6WB GEILIN6 5EGTION B-B ALT M-M METHOD WERE 0) OR HORS 61Mt M TRI -61 5 ARE 6WWW WEB MEMBER REQUIRIN6 B BRAGIN6 A5 INDICATED BY --, TRU55 MANUFAGTURER 2x STRON6BAGK 2x 5TRON6BAGK5 MAY BE (NOT REQb FOR IN5TALLED FOR GON5TRUGTABILITY (NOTR QVRE) TO KEEP EVEN SPACING AT BOTTOM CHORD (NOT REQ'D FOR 5TRUGTURE) DIREGT-APPLIED PLYWD/05B DIREGT-APPLIED / �'L' OR 'T' BRAGIN6 A 6WB GEILIN6 W935 DE516NATED BY TRU% MANUF. TYPICAL TRU% ELEVATION PERMANENT TRU55 BRAG I NG VETAI L5 $ NOTE5 SCALE: NODE VIWT APPLIED GEILIN6 LETTERED DETA I L5 ARE TYP I GAL FOR NUMBERED DETA I L5 ARE PLAN TH 15 HOME 4 SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REQU I RED ALL APPLICABLE AREA5. THESE WHERE 5PEG I F I GALLY I ND I GATED DETAILS ,ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLAN5. W o � J LL W nW O z a I-' z 0 U � C] J sheet: PBSBmil v �P 3357 30a ye-ster p� S, ct3 L-0- l� 4Fo LL c U