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HomeMy WebLinkAbout36812 Yesler Driawa 6 11.E .:" _iLYlIN&AW t r ABBREVIATIONS 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 OPEN!NG 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/R ONE ROD COND. CONDITION 1/S ONE SHELF CONT. CONTINUOUS CANT. CANTILEVER PC PRECAST CLG. CEILING PDS PULL -DOWN STA::; 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 > vn a n I aiv) TM Corrlpanies 90 Matawan Road —w- Matawan, NJ 07747 (732) 383-2200 IVANHOE ASPIRE ELEVATION "B" 36812 YESLER DRIVE ZEPHYRHILLS, FL 33542 LOT 041 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:1 ELEVATION 1 ST FLOOR 2ND FLOOR TOTAL A/C ENTRY GARAGE LANAI TOTAL U R 0 1,131 SF 1,535 SF 2,666 SF 41 SF 453 SF 120 SF E3,280 SF L] BUILDING DATA THESE PLANS HAVE BEEN PREPARED TO MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 7th Edition (2020) RESIDENTIAL w/ APPLICABLE SUPPLEMENTS OCCUPANCY: R3 BUILDING TYPE: VB SPRINKLED: NO DRAWING INDEX CS1 CS2 A1.1 A2.1 A2.2 A3.1 A4.1 A5.1 A5.2 WP-1 WP-2 E1.1 131.1 S-0.0 F-1.0 F-2.0 S-1.2 S-1.3 SD-1 SD-2 SD-3 PBSB-1 COVERSHEET & BUILDING DATA GENERAL NOTES FIRST & SECOND FLOOR PLANS FRONT & REAR ELEVATIONS SIDE ELEVATIONS ROOF PLAN STAIR & RAILING DETAILS BUILDING SECTION TYPICAL WALL SECTIONS WATERPROOFING DETAILS WATERPROOFING DETAILS FIRST AND SECOND FLOOR ELECTRICAL PLAN SLAB PENETRATION PLAN STRUCTURAL NOTES REVIEW DATED EC 1 y SLAB PLAN BLOCK PLAN CITY OF ZEPHYRHIL SECOND FLOOR FRAMING PLAN PLAN EXAMINER ROOF FRAMING PLAN FOUNDATION DETAILS ALL WORK SHALL COMPLY WITH P! STRUCTURAL DETAILS CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, STRUCTURAL DETAILS AND THE CITY,F ZE-PHYYRHILLS STRUCTURAL DETAILS ORDINANCES wzO= O wwQ0 0 H WW Ucr (n apWF- _ I J � cr ui ZzOW Icn¢2-, W CL �u�0OU = Z D— U) MP<zE q) O Q 0 w v I U 0 � Z PEI wNEW 0� 0 u Im w 0 X z O_ U 0 N Z� O N W 0 zQQQQQ NOV 0 5 2021 1r COMMUNITY; LINKS AT CALUA SPRINGS PLAN # 6103 RELEASED: 10/25/21 SHEET GS I GENERAL CONSTRUCTION NOTES DWELLING -GARAGE SEPARATION: R308.4.3 GLAZING IN WINDOWS R311.7.8.2 CONTINUITY ROOF ASSEMBLIES: GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A R302.5 DWELLING -GARAGE OPENING AND PENETRATION PROTECTION SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER R903.2 FLASHING OPENINGS AND PENETRATIONS THROUGH THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR Y WHERE THE SYSTEM I INTERRUPTED R FLASHINGS SHALL BE USED TO SEAL ROOFINGS STEMS, S S SO THE GARAGE SHALL BE IN ACCORDANCE WITH SECTIONS R302.5.1 THROUGH R302.5.3. 1. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE FEET, SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 11/2 TERMINATED AND SHALL BE INSTALLED IN A MANNER THAT PREVENTS MOISTURE FROM ENTERING THE WALL 2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES ABOVE THE FLOOR, INCHES (38 MM) BETWEEN THE WALL AND THE HANDRAILS. AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE PERMEABLE MATERIALS AND AT 3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES ABOVE THE FLOOR; AND INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE. R302.5.1 OPENING PROTECTION OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES, EXCEPTIONS: R903.2.1 LOCATIONS NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED 5. MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. 1. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE TURN. 2. THE USE OF A VOLUTE, TURNOUT, STARTING EASING OR STARTING NEWEL SHALL BE ALLOWED FLASHINGS HALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS WHEREVER THERE IS A CHANGE IN S GS S S 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, SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN PROVIDED IN TABLE R903.2.1 OR IN 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 SHALL APPLY TO SINGLE GLAZING AND EACH PANE IN MULTIPLE GLAZING. ALL MEMBRANE FLASHING SHALL BE INSTALLED ACCORDING TO THE ROOF ASSEMBLY MANUFACTURER'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 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 T GYPSUM BOARD R EQUIVALENT NOT LE THAN 5/8 INCH TYPE X G SU O O Q O SS AND RAMPS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION.O WITHIN A DISTANCE F 3/4 INCH 19 MM MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE ( ) INSTALLED AS FOLLOWS: APPLY A 19-INCH (483 MM) STRIP OF UNDERLAYMENT FELT PARALLEL TO AND STRUCTURE(S) SUPPORTING FLOOR/CEILING ASSEMBLIES USED FOR SEPARATION REQUIRED BY THIS PROFILE AND ACHIEVE A DEPTH OF NOT LESS THAN 5/16 INCH (8 MM) WITHIN 7/8 INCH (22 MM) BELOW THE STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING AT THE EAVE, APPLY SECTION R308.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR NOT LESS THAN 3/8 36-INCH-WIDE (914 MM) SHEETS OF UNDERLAYMENT, OVERLAPPING SUCCESSIVE SHEETS 19 INCHES (483 MM); NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS INCH (10 MM) TO A LEVEL THAT IS NOT LESS THAN 13/4 INCHES (45 MM) BELOW THE TALLEST PORTION OF END LAPS SHALL BE 6 INCHES AND SHALL BE OFFSET BY 6 FEET. THE UNDERLAYMENT SHALL BE ATTACHED THAN 36 INCHES ABOVE THE LANDING AND WITHIN A 60-INCH HORIZONTAL ARC LESS THAN 180 DEGREES THE PROFILE. THE WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE NOT LESS THAN 11/4 INCHES TO A NAILABLE DECK WITH CORROSION -RESISTANT FASTENERS WITH ONE ROW CENTERED IN THE FIELD OF R302.7 UNDER -STAIR PROTECTION FROM THE BOTTOM TREAD NOSING SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. (32 MM) AND NOT MORE THAN 23/4 INCHES (70 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12 INCHES (305 MM) O.C., AND ONE ROW AT THE END ENCLOSED SPACE UNDER STAIRS THAT IS ACCESSED BY A DOOR OR ACCESS PANEL SHALL HAVE WALLS, INCH (0.25 MM). AND SIDE LAPS FASTENED 6 INCHES (152 MM) O.C. UNDER -STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH (12.7 MM) GARAGES: GUARDS: 5. TWO LAYERS OF A REINFORCED SYNTHETIC UNDERLAYMENT THAT HAS A PRODUCT APPROVAL AS AN GYPSUM BOARD. ALTERNATIVE TO UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE It 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 RAMP AND LANDINGS, THAT ARE LOCATED MORE THAN 30 INCHES 762 MM MEASURED STAIRS, S AND GS, O ( ) SU SHALL BE INSTALLED AS FOLLOWS: APPLY A STRIP OF SYNTHETIC UNDERLAYMENT THAT IS HALF THE WIDTH FLAME SPREAD AND SMOKE -DEVELOPED INDEXES FOR WALL AND CEILING FINISHES SHALL BE IN FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 24 INCHES (610 MM) HORIZONTALLY 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: SQUAREFEET. THE NET CLEAR HEIGHTOPNINGBE NOT LESS THAN 24 INCHES AND THE NET EXCEPTIONS: EXCEPTIONS: UNDERLAYMENT SHALL BE ATTACHED USING ANNULAR RING OR DEFORMED SHANK NAILS WITH METAL OR • CLEAR WIDTH NOT INCHES. 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 WINDOW SILLS SPHERE 43/8 INCHES (111 MM) IN DIAMETER. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.7. IN DWELLING UNITS, WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING IS LOCATED LESS EXHAUST SYSTEMS: 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, THAN 24 INCHES (610 MM) ABOVE THE FINISHED FLOOR AND GREATER THAN 72 INCHES (1829 MM) ABOVE CONCRETE FLOORS: WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING, THE OPERABLE M1501.1 OUTDOOR DISCHARGE COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: R506.2.3 VAPOR RETARDER THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS IN E136 REQUIREMENTS. A 6-MIL (0.006 INCH; 152 MM) POLYETHYLENE OR APPROVED VAPOR RETARDER WITH JOINTS LAPPED NOT506 ACCORDANCE WITHSECTION M1 . AIR HALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT R 3 S C, SO G O 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. DRYER DUCT LENGTH UNIT SEPARATION. 2. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F2090. THE MAXIMUM 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. R302.11.1 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 M1502.4.5.1. THE MAXIMUM 2. TWO THICKNESSES OF 1-INCH (25.4 MM) NOMINAL LUMBER WITH BROKEN LAP JOINTS. R311.7.1 WIDTH 4. WHERE APPROVED BY THE BUILDING OFFICIAL, BASED ON LOCAL SITE CONDITIONS. LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. 3. ONE THICKNESS OF 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS WITH JOINTS BACKED BY STAIRWAYS SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN CLEAR WIDTH AT ALL POINTS ABOVE THE M1502.4.5.2 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 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 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 M1502.4.5.3 DRYER EXHAUST DUCT POWER VENTILATOR 8. CELLULOSE INSULATION INSTALLED AS TESTED IN ACCORDANCE WITH ASTM El 19 OR UL 263, FOR VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF TABLE R702.4.213ACKER BOARD MATERIALS THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED IN ACCORDANCE WITH THE THE SPECIFIC APPLICATION. THE LANDING OR PLATFORM ON THAT PORTION OF THE STAIRWAY. GLASS MAT GYPSUM BACKING PANEL (ASTM C1178) MANUFACTURER'S INSTRUCTIONS FOR THE DRYER EXHAUST DUCT POWER VENTILATOR. FIBER -REINFORCED GYPSUM PANELS (ASTM C1278) R302.12 DRAFTSTOPPING R311.7.5 STAIR TREADS AND RISERS NONASBESTOS FIBER -CEMENT BACKER BOARD ASTM C1288 OR ISO 8336 CATEGORY C ( � ) GENERAL NOTES: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE STAIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF THIS SECTION. FOR THE PURPOSES OF NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS ASTM C1325 ( ) CONCEALED SPACE OF A FLOOR -CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE THIS SECTION, DIMENSIONS AND DIMENSIONED SURFACES SHALL BE EXCLUSIVE OF CARPETS, RUGS OR ATTENTION GENERAL CONTRACTOR / BUILDER: AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET (92.9 M2). DRAFTSTOPPING RUNNERS. WINDOW INSTALLATION ISSUANCE OF PLANS FROM THE ARCHITECT SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW 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 INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, TSTOPPING SHALL 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 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 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 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 AT 1.EXTERIOR 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 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 w 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 THE GLAZING IS ON A WALL LESS THAN 180 DEGREES FROM THE PLANE OF THE DOOR IN A OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE PROFESSIONAL. PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR CLOSED POSITION AND WITHIN 24 INCHES OF THE HINGE SIDE OF AN IN -SWINGING DOOR. THAN 38 INCHES (965 MM). 1.3. IN ACCORDANCE WITH OTHER APPROVED METHODS. REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (762 mm) DEEP AND 30 INCHES (762 mm) WIDE 1.4. IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. EXCEPTIONS: EXCEPTIONS: FMA/AAMA/WDMA 400. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING 1. DECORATIVE GLAZING. 1. THE USE OF A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED OVER THE LOWEST 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. #26 GAUGE (0.48 mm) SHEET STEEL OR OTHER 2. WHERE THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR TREAD. STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 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 (76 mm) 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. INSTALLATION INSTRUCTIONS. 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. Ir W °zo= O I-_ tO Ill >aC¢O W=clI- c�UWw Q � W H D•- W W n Ir W zzz Mga�Z W a. _ Ir IL rInp0U =ZLL(A �I-QZD .44 n �i Q U) o W 0 0 o Z O a) mrm" w w Z W O .j O z m< 0 E W 0 N Z 04 � a a N 77824 r r S AT OF P. Nov COMMUNITY: LINKS RI PLAN # 6103 RELEASED: 10/25/21 SHEET CS2 W 0 z cr 0 ca z w W w x d' h 04 0 to 0 t'M 00 -t T T 8" - *(2)3050 SH SHOWER HEAD (36"X60" EGRESS) & CONTROLS 3050 SH 71-011 - 14'-0" ID I 40'_011 36"x6O" ACRYLIC/3 SIDED ACRYLIC *3050 SH SHWR PAN / SURROUND (36"X60" EGRESS) LINE OF I ENTRY BELOW 10'-4" '01 40'-0" SECOND FLOOR PLAN SCALE: 1 /4"=1'-0" *30 SH (36"X60" EGRESS) 10'-011 — 26'-0" 2 A5.1 *305D SH (36"X60" GRI IN CV tn In FIRST FLOOR PLAN SCALE: 1/4"=1'-0" LEGEND SYMBOLS A BUILDING/WALL SECTION MARKER OINTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE dp ELEVATION STEP BRKX FLOORING BREAK WALL TYPES 2x WOOD/STEEL FRAMED PARTITION INTERIOR PARTITION w/ INSULATION CMU WALL CMU WALL w/ FURRING & INSULATION NOTE: INTERIOR WALLS ARE DRAWN TO ROUGH DIMENSIONS STAIR DIAGRAM Q loot �o STAIR CALCS. FLOOR TO FLOOR HEIGHT 10'-2 3/4" CONVERTED TO INCHES 122 3/4" TOTAL NUMBER OF RISERS 16 TYP. RISER HEIGHT 7 11/16" TREAD DEPTH 10" NOSING I I HANDRAIL GRASPABLE 1-1/2" MIN HANDRAIL; 1 1/4" MIN TO 1/2" MIN. 2" MAX DIAMETER M RETURN HANDRAIL A5.1 M SECTION PLAN PROVIDE IIANDRAII, IN COMPLIANCE WITH FBC 7th EDITION TYPICAL DOOR PLACEMENT DIAGRAMS F.-n- 1 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. SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL SOLID SURFACE BRACKETSPACEb (r� l6" O.C. FOR COUNTERTOP OVERIIANGS GREATER THAN 10" TOPPLATE 1' 2" MAX 2x4 STUD WALL SEE PLANS FOR WALL LAYOUT _ 1/2" GYP. -,",,[BASE CABINET AS ; BD.PER SHOP DWGj N WD.BASE MOLD - FINISH FLOOR III F OORI rSUBFLOOR FIN cr- cl J F— W LLIzO� wLuZO > Er < 0 W C) U)UWW Q = LLJ J In W - c z z p W z J cga2Z Wa3:XLL _3cnoOU = Z LL (n �1—QZ� ZOR I Q O 2 Q i I I I i i i A 0 0 u) 0 U Z w U) 0 Q .j z a) "rmo 0 0 U 0 I w 0 x z O W 0 zw oA N �• i 77824 :iLe ST TETF �P �' ilia COMMUNITY: LINKS S AT CAI I A,SPRINGS PLAN # 6103 RELEASED: 10/25/21 SHEET Al.l 2'-m' T cl: +1 21-411 FOAM LOUVER DETAIL SCALE: 3/4"=1'-0" GARAGE HEAD TRIM DETAIL SCALE: 3/4"=1'-0" 3" WIDE STUCCO T BAND (+1) (M. ECORATIVE WINDOW HEAD to N DECORATIVE FOAM SHUTTER d. +1 - 4„ WIDE STUCCO BAND (+1) WINDOW SILL , WINDOW HEAD & SILL DETAIL SCALE: 3/4"=1'-0" IN A � O e co • T IN �BLDG. HEIGHT ROOF SHINGLES PER -- COMMUNITY SPECS (TYP.) FOAM LOUVER 6" FASCIA (TYP.) —� 4" WIDE STUCCO BAND (+1) 0T.O. WALL - - T.O WINDOW 18" DECORATIVE FOAM SHUTTERS 4" WIDE STUCCO BAND (+1) SECOND FLOOR- - T.O. MASONRY - - T O WINDOW ------------ 4" WIDE STUCCO BAND (+1) ROOF SHINGLES PER COMMUNITY SPECS (TYP.) REAR ELEVATION SCALE: 1 /4"=1'-0" 12 5 12 �a5 5:12 0 12 5 `5:12 V 12 5 12 5 \� 24"X30" DECORATIVE FOAM - LOUVERED DETAIL --- - _ ELI 1 '3050 SH c `3050 SH 1 N T.O.2ND FL -- ■ Ll d] 1-1 F-1 W nil _�_25 �S­ immF0111011101101 FIn]Fnllm 1 FLOOR C\j� 5-E - — - — - — - 110110110 � 1011 1011 IN I FO-14 1'-4" STUCCO BAND RETURN 3068 16070 GARAGE DOOR FRONT ELEVATION - - FIN. FLR. - 1 '-0" 18" DECORATIVE FOAM SHUTTERS 3 ROOF SHINGLES SHINGLES PER COMMUNITY SPECS (TYP.) 6" FASCIA 2 6" WIDE STUCCO BAND (+1) 4" WIDE STUCCO BAND (+1) - FIN. PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH �• z 4 ^ "• ' �'� �:r.r•..,. rrR•• ;.:�.'• SAND TRIM COLOR FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C 1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C 1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) m G. o 77824 -*: lo o:. S TE OF '. •• -� Ate P , �:T••.,ORIn,.. • 1111N A� i ,10 M W } r CE: 00� } >c ¢o cr (AV�W •� W F- cr J (j) W � cr oBZZ0W W a- 4 a _ cc — �c)pOU C�LzLLU) L f Q '�1 n a Q cor Q o O � Q Q U) z 0 w w 0 00 � w cjj 0 in" _ w z 0 0 ..I.r ce LLo 0 c Z oa W 0 a a a a Q -4'V 0 5 2021 COMMUNIT ROOF SHINGLE COMMUNITY SPECS 4" STUCCO LEFT ELEVATION SCALE: 1 /4"=1'-0" RIGHT ELEVATION SCALE: 1/4"=1'-0" PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH SAND TRIM COLOR FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) ,,�\IIIIII�Irrr ,xst, k Ca C7 F r 777824 9: S T r, r tit tY W CC Wz0= o} H WT-ao =)0H cc cnUWw Q = w �~ cc CL (� W E; Ir cr- cr. Y O H z ots u- 0 0 vi - zzZFz °Cga2- J W CL _ = EL J(na00 O 2 z lL U) P Q Z E � n cz n O O �a Q U) 0 z 0 U o ✓> m-j w co j w f--" 0 A U) w 0 X z 0 E U U) 04 �o Z aaaaa L.� •.: NOV 0 5 2021 OMMUNI'TY: NK CALUA SPRINGSLAN [IF # 6103 RELEASED: 10/25/21 SHEET A2.2 vi 0 z o� 0 ca z 5 CL w 1 '-0" ROOF PLAN SCALE: 1/4"=1'-0" LOWER ROOF ATTIC VENTILATION ATTIC AREA I TOTAL VENTING REQUIRED 120 SQ. FT. 1 1 S SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SO. IN. / LF. 1 18 LF. R806.2:THE MINIMUM NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE VENTED SPACE. UPPER ROOF ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 1611 SQ. FT. 773 SQ. IN. UPPER VENT 40% NET VENT MIN. 309 SQ. IN. UPPER VENT 50% NET VENT MAX. 387 SO. IN. UPPER VENTS REQUIRED 48" TAMCO OFF -RIDGE VENT (138 SI NET FREE) 3 VENTS NET FREE AREA UPPER ROOF VENTING 414 SQ. IN. NET FREE AREA SOFFIT VENTING 414 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SQ. IN. / LF. 63 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 ,`1,1118111 •��S G. ,'S`P•.��G E NA 77824 • 7f • s T of ;o • . wilt cc w m CC Lu wZ0= O H > Er 0 w�pF— cc P cnUww Q�W1— CC J w (Y cr- (Y Y 0 H Z �u_00� zzz�z cr�Q�J wa=cc: LL �cnp00 = Z LL U) �F-QZp ti to Q p F- O - Q Q 0 0 � O a IL 0 0 0 w 0 x z >! F U W G VI krOrA cn z 4 All< - • * r • r 4J� NOV 0 5 2021 COMMUNITY: UNKS AT CALUAPRI PLAN # 6103 RELEASED: 10/25/21 SHEET A3. I Z LLI cn Z O .� 1 X8 CAP (RIPPED) CASING N BY SPEC _ GYP. BD. 2X4 KNEEWALL I 1 X SKIRT BOARD BASE BOARD :::A PER SPEC. 2X4 SPACER 1A DETAIL SCALE: N.T.S. 1A 1 X8 CAP (RIPPED) CASING BY SPEC GYP. BD. 2X4 KNEEWAI BASE BOARD PER SPEC. V STAIR STRINGER 2X4 SPACER BESIDE STRINGER 1 X SKIRT BOARD SKIRT BOARD / CURB DETAIL SCALE: 1 "= V-0" SKIRTBOAI PER SPEC. KNEEWALL DETAIL SCALE: 1"= V-0" AT FOOT OF STAIR STAIR SECTION SCALE: 1 /2"=1'-0" 1A • N 77824 • :'33 S T OF . 0. O R,RI�oP•. -O It CC WZO= O >- H 5;cc<o �p �!-Wa Q = W H CL ) W W =5irccIY W z z z wa=cra jWo00 Qz� a cz cz ro Q Q 0 o I� u 0 w A m ds otwo U) w 0 z O R z t W 0 U) O� rj o aa4a4 GGZ ik = �> NOV 0 5 2021 COMMUNITY: UNKS AT CALUA SPRINGS PLAN # 6103 RELEASED: 10/25/21 SHEET A4. I A.. ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) T.O. WALL - T.O_WINDOW - , , N 'CL. SECOND FLOOR T.O. MASONRY _ T.O. WINDOW - - - FIRST FLOOR T GRADE 12 5 PRE-ENG. ROOF TRUSSES (SEE FRAMING SHEET FOR DETAILS) HALL BATH , , , , , , , SEE FRAMING DINING AREA KITCHEN BEYON INSULATION PER ENERGY CALCS. L. a III lil I ;Ill I I I i I , I II III CONCRETE TURNDOWN, SEE STRUCTURAL DRAWINGS TYP. BUILDING SECTION SCALE: 1 /4"=1'-0" HALL INSULATION PER ENERGY CALC. TYP. 12 5 BEDROOM 4 EXTERIOR WALL BATT. INSULATION SEE ENERGY CALCS BOTTOM OF LINTEL 2 CAR GARAGE @ T-4" A.F.F. 2 A5.1 i ROOF SHINGLES PER 12 COMMUNITY SPECS. (TYP.) 5 PRE-ENG. ROOF TRUSSES (SEE f FRAMING SHEET FOR DETAILS) INSULATION PER ENERGY CALCS. T.O. WALL _ —�T O. WINDOW tV SECOND FLOOR T.O. MASONRY— ti T.O. WINDOW RST FLOOR 12 7- J 5 2X8 WALL HALL ,MECH 42" LOW WALL ' FLOOR FRAMING SEE STRUCTURAL DRAWINGS GREAT ROOM CL INSULATION PER ENERGY CALC. TYP. I I I I I I II II I I .:ill II i I CONCRETE TURNDOWN, SEE STRUCTURAL DRAWINGS, TYP. , BUILDING SECTION SCALE: 1 /4"=1'-0" 2 CAR GARAGE 00 FA EXTERIOR WALL BR 3 BATT. INSULATION SEE ENERGY CALCS WIC O 7 24 S T OF O �or Ir w O J �--- W wz0a: w�Z O >cr<0 LU a cr Lu 0 (nv3:w w_ a~>w ���cr Y 0 F- Z o6 ILL O O () Z Z Z H Z �gQ2=1 wa2cr9- �(1)❑OU ❑=ZI.L(n �I-Qz❑ cz-CZ cz n ~g� a H U) z o o U u w 0 (J) U 0Ono I•� _ D w 0 z r..r 0 R U W 0 ul 0� �o �z44Q44 r •II� .�NOV U 5 2021 4 �~ COMMUNITY: NK PLAN # 6103 RELEASED:10/25/21 SHEET AS. 1 SEE SOFFIT AT RAKE (BEYOND) REFER TO PLANS FINISH PER PLAN 7/8 STUCCO OVER LATH W/ 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) BENT METAL FLASHING REFER TO "L" FLASHING DETAIL 2X LEDGER BOARD 7/8 STUCCO OVER LATH W/ 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. MID -WALL WEEP SCREED/ EXPANSION JOINT (REFER TO ELEV.) � / � ; Y(REFER TO ELEV.) INSULATION AS Lj 2X ALUM WRAPPED FASCIA INSULATION AS _ BD. w/ALUM DRIP EDGE PER SPECS. �� PER SPECS. 2X ALUM WRAPPED FASCIA 1/2" (MIN.) CLG. BD. ' SOFFIT INSTALLED PER 1/2" (MIN.) CLG. BD. BD. WALUM DRIP EDGE MANUF. SPECS PRE-ENGINEERED SOFFIT AS PER SPECS. PRE-ENGINEERED 2X PT BLOCKING GABLE END ROOF HURRICANE STRAP - REFER TO GABLE END ROOF TRUSS -REFER TO MASONRY LINTEL, SEE TRUSS - REFER TOSTRUCTURALS STRUCTURALS I-, LSTRUCTURALS STRUCTURALS —9 TYP. PENT ROOF DETAIL TYP. GABLE END DETAIL SCALE: 1/2" = 1'-0" 2-STORY - FRAMED WALL SCALE: 1/2" = 1'-0" 1-STORY - MASONRY WALL ROOF SHINGLES OVER ROOF SHINGLES OVER ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR TWO LAYERS OF ASTM D226 TYPE II OR TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING SYNTHETIC UNDERLAYMENT COMPLYING SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER WITH ASTM D226 TYPE II INSTALLED PER WITH ASTM D226 TYPE II INSTALLED PER R905.1.1.1 (SEE SHEET CS2) R905.1.1.1 (SEE SHEET CS2) R905.1.1.1 (SEE SHEET CS2) ROOF SHINGLES OVER OR OR OR TWO LAYERS OF ASTM D226 TYPE II OR CONCRETE TILE W/ SELF ADHERED CONCRETE TILE W/ SELF ADHERED CONCRETE TILE W/ SELF ADHERED SYNTHETIC UNDERLAYMENT COMPLYING MEMBRANE UNDERLAYMENT MEMBRANE UNDERLAYMENT MEMBRANE UNDERLAYMENT WITH ASTM D226 TYPE II INSTALLED PER 12 60 MIL. OR EQUAL 12 60 MIL. OR EQUAL 12 60 MIL. OR EQUAL R905.1.1.1 (SEE SHEET CS2) I SEE ROOF SEE ROOF SEE ROOF OR PLAN PRE-ENGINEERED ROOF PLAN PRE-ENGINEERED ROOF , PLAN PRE-ENGINEERED ROOF 7 TRUSSES AT TYP. 24" O.C. TRUSSES H TYP. 24" O.C. CONCRETE TILE W/ SELF ADHERED TRUSSES AT TYP. 24" O.C. �....4 � ` 7 BOTTOM CHORD VARIES. REFER MEMBRANE UNDERLAYMENT , BOTTOM CHORD VARIES. REFER \� BOTTOM CHORD VARIES. REFER 60 MIL. OR EQUAL TO TRUSS MFGR. DRAWINGS. TO TRUSS MFGR. DRAWINGS. TO TRUSS MFGR. DRAWINGS. 12 HURRICANE STRAP EACH END , HURRICANE STRAP EACH END HURRICANE STRAP EACH END SEE ROOF RE -ENGINEERED ROOF - - - A� , OF TRUSS - REFER TO ��� OF TRUSS - REFER TO OF TRUSS - REFER TO PLAN TRUSSES AT TYP. 24 O.C. _ _ _Z STRUCTURAL. STRUCTURAL. _ _ . ` - 7 STRUCTURAL. BOTTOM CHORD VARIES. REFER --., TOP OF C.M.U. TOP OF C.M.U. _ --- - _ - _ > TOP OF C.M.U. TO TRUSS MFGR. DRAWINGS. - (REFER TO ELEV.) -- - (REFER TO ELEV.) `` ..� (REFER TO ELEV.) HURRICANE STRAP EACH END INSULATION PER I 2x6 ALUM WRAPPED FASCIA 2x6 ALUM WRAPPED FASCIA 2x6 ALUM WRAPPED FASCIA e OF TRUSS - REFER TO COMMUNITY SPEC. -_-- EE BD. w/ALUM DRIP EDGE - - -- ---_ 1/2" EXTERIOR SOFFIT EE BD. w/ALUM DRIP EDGE STRUCTURAL. SEE ENERGY CALCS. - EE BD. w/ALUM DRIP EDGE " - _ BD. W/ KNOCKDOWNOL E V. Z ` 1/2" (MIN.) - - E V. PLASTER FINISH - TOP OF WALL 1/2" (MIN.) CLG. BD. SOFFIT INSTALLED PER CLG. BD. SOFFIT INSTALLED PER SOFFIT INSTALLED PER - - (REFER TO ELEV.) SEE STRUCTURAL MANUF. SPECS ' TYPE'X' GYP. BD. MANUF. SPECS MANUF. SPECS INSULATION PER r, 1x PT DRAPE BLKG (�' PLANS COMMUNITY SPEC. ABOVE WINDOWS 1/2" TO BE PROVIDED 2X PT BLOCKING SEE ENERGY CALCS. S E 2X ALUM WRAPPED FASCIA G.W.B. 2X PT BLOCKING WHEN LIVING SPACE 2X PT BLOCKING BD. w/ALUM DRIP EDGE SEE STRUCTURAL IS ABOVE GARAGE) SEE STRUCTURAL EL 1/2 (MIN.) CLG. BD. SOFFIT INSTALLED PER WINDOW PER PLAN PLAN PLAN MANUF. SPECS le 2X PT BLOCKING SOLID SURFACE WINDOW PER PLAN HEADER PER STRUCTURALS CAULKED @ WINDOW 8" CMU BLOCK W/ CEMENTITIOUS FINISH 1/2" GYP. BD. OVER RADIANT PROVIDE BATT INSUL. —EXTERIOR FRAMED WALL BARRIER INSULATION (R-4.1) PRECAST WIN. SILL PER ENERGY CALCS. THICKNESS PER PLAN ATTACHED TO 1x2 PT. FURRING @ 24" O.C. SLOPE GRADE AWAY EXPANSION JOINT SLOPE GRADE AWAY PRE-ENGINEERED BASE BOARD FROM HOUSE GARAGE SLAB, 4" SPECS PER COMMUNITY FROM HOUSE FLOOR TRUSSES 7/8 STUCCO OVER LATH SEE STRUCTURAL w/ 3/4" SUBFLOOR W/ 60 MIN. GRADE D PAPER BACKED 0'-0" PLANS 0'-01, 0'-0" SCREWED AND GLUEA LATH OVER BARRICADE PLUS WRB FIN. FL. SLOPE SLOPE SLOPEREFER TO STRUCTU(OR APPROVED EQUAL)- FIN. FL. FIN. FL. DRAWINGS FOR SIZE ORIENTATION WALL SHEATHING PER STRUCTURAL PLANS . FOUNDATION � FOUNDATION �r FOUNDATION OL TOP OF FLOOR PER STRUCTURAL DRAWINGS ci PER STRUCTURAL DRAWINGS PER STRUCTURAL DRAWINGS (REFER TO ELEV.) SCREE /EXPAN TYP. 1-STORY WALL P WINDOW WALL SECTION C GARAGE DOOR- TYP. CMU COLUMN C@ LANAI/PORCH SCREED/EXPANSION JOINT rc' TOP OF CMU SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" _ (REFER TO ELEV.) 1/2" (MIN.) CLG. BD. DRAFTSTOPPING AS PER R302.12 WHEN CONCEALED SPACE EXCEEDS 1,000SF 1 x6 PT DRAPE BLKG ABOVE WINDOWS WINDOW PER PLAN SOLID SURFACE CAULKED @ WINDOW 1/2" GYP. BD. OVER RADIANT BARRIER INSULATION (R-4.1) ATTACHED TO 1x2 PT. FURRING @ 24" O.C. BASE BOARD OL TOP OF WINDOW (REFER TO ELEV.) SEE STRUCTURAL DRAWINGS PRECAST WIN. SILL $" CMU BLOCK w/ CEMENTITIOUS FINISH -SLOPE GRADE AWAY FROM HOUSE " FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. 2-STORY WALL SECTION - SCALE: 1/2" =1'-0" 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 GYPSUM - GYPSUM BOARD BOARD Z g �3 1/2" j" GYPSUM Er w GARAGE n. BOARD NICHE FOI ELECTRIC PANEL & WIRING cV ELECTRICAL M PANEL ELECTRIC PANEL N co c° EXTERIOP CMU BLO( WALL CONCRETE CONCRET CURB REFER CURB REF TO PLANS TO PLANS DIMENSIONS PRIOR TO x�?� 4?��t},}s�`svr a SLAB ON CONSTRUCTION. GRADE _ GRADE AT ---- GARAGE %L NL ATTIC FLOOR REFER OR SECOND LIVING SPACE TO PLANS T.O. M z g a � w a 4. I i i I I I � I I i I � I L------ I I I I 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 io N N 1 6 ER FLOOD ELECTRICAL PANEL NICHE AT CMU BLOCK WALL SCALE: 1/2" =1'-0" NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION !� ti 7 824 3 % S TE OFAl ' r ,Nf�: Iz W Wz0= O } P WOC¢O 0 F- Q ? W W W W J cc cr. zZ�W , U) W _ — a a U WO 0 �I=—Qz25 rczn r- �� Q o O �¢ Q 0 I z U 0 0 M..1 U U w LL a cn i� 0 w 0 z r�r O_ R tz W 0 N oa � [a 1z Z. a a a! a OV 0 5 2021 COMMUNITY: UI K ALUA SPRINGS PLAN # 6103 RELEASED: 10/2S/21 SHEET Av.2 11; BARRICADE PLUS WRB (OR APPROVED EQUAL) * TYPICAL AT ALL WOOD TO MASONRY TRANSITIONS 2X — FRAMING FLOOR SHEATHING PER SPEC. — RIM BOARD REFER TO STRUCT DWGS. 60 MIN. GRADE D PAPER — BACKED LATH WALL SHEATHING 7/8" 3-COAT — STUCCO SHEATHING FLUSH WITH BLOCK WALL MID -WALL WEEP CREED/EXPANSION JOINT 6" SELF ADHERED 5/8" CEMENTITIOUS COATING BUILDING FELT ON TOP OF CONC. BLOCK UNDER FLOOR MEMBERS CONCRETE BLOCK MAINTAIN 1/8" GAP BETWEEN SHEATHING AND TOP OF BLOCK WALL EXPANSION JOINT (EJ) AT FRAME & MASONRY SCALE: 1 /2" = 1'-0" PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH @ 9" O.C. MAX. (VERT.) NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ $" LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT w ON Fil DURING INSTALLATION \�ft4" TO 1/2" GAP MIN,,,' FASTENERS TO BE SPACED @ 7" -- O.C. MAX. VERTICALLY LATH SHALL NOT BE BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE PER ASTM C1063 7.10.1.4 TYPICAL STUDS TYPE "M" CONTROL JOINT (CJ m Lo T "L" FLASHING SCALE: N.T.S. 8" THICK, 3 COAT CEMENT PLASTER 60 MIN. GRADE D PAPER BACKED LATH APPROVED METAL LATH FASTENED @ 7" (VERT.) O.C. MAX. AT SUPPORTS BARRICADE PLUS WRB (OR APPROVED EQUAL) WOOD SHEATHING PROVIDE 2X4 BLOCKING FLAT MAX. 6" TO 8" FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL STUD AVA M1 ^^IZIA1/•% WOOD SHEATHING ;0 MIN. GRADE D PAPER BACKED ATH OVER BARRICADE PLUS WRB DR APPROVED EQUAL) " THICK, 3 COAT CEMENT PLASTER 4ETAL LATH .AP WRB & TAPE OVER ROOF/WALL ;CREED �X5 "L" TYPE CONTINUOUS GALV. 4ETAL FLASHING (NAIL TO ROOF )ECK, NOT WALL SHEATHING) INDERLAYMENT PER CODE ;AP SHINGLE - DO NOT NAIL, VSTALL WITH ROOF CEMENT IOOF CEMENT ;HINGLE ROOFING g' THICK, 3 COAT CEMENT PLASTER 60 MIN. GRADE D PAPER BACKED LATH BARRICADE PLUS WRB (OR APPROVED EQUAL) WRAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1-1/2" ABOVE SHINGLES ROOF/WALL SCREED 5X5 WALL FLASHING KICK -OUT FLASHING (SEE DTL. BELOW) FELT UNDERLAYMENT AS REQ'D BY CODE SHINGLE ROOFING — FASCIA WRAP DRIP EDGE: OVERLAP 3", EXTEND BELOW SHEATHING, MECH. FASTEN 4" O.C. MAX. KICKOUT DETAIL SCALE: N.T.S. Lo STEP 1 FOLD BARRICADE PLUS WRB (OR APPROVED EQUAL) WOOD SHEATHING WOOD CONSTRUCTION 60 MIN. GRADE D PAPER BACKED LATH METAL LATH 8" MID -WALL WEEP SCREED 6" SELF-ADHESIVE FLASHING 8" THICK, 3 COAT CEMENT PLASTER HORIZONTAL WEEP SCREED SCALE: N.T.S. 0 FOLD @ FOLD INWARD @ PT. A STEP 3 ©© FOLD @ 770 FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C STEP 2 0 FOLD INWARD @ PT. A CREASE @ PT. B STEP 4 WATERTIGHT SEALi FOLD. DO NOT CUT: BOTTOM FLANGE %,�0� -;. FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C FOLD PT. C OVER PT. B TILL PT. C TOUCHES BOTTOM FLANGE LIJ CC WZO= O H Ui cr¢ >0 W �cl1— UW W (A Q�W�" W W C/) cr cr_ cr oZf z O W Z �<(AQZ wa.=cca. � = Z 0 fn mP<t?o c� "•'~ �czlztl l n O H o Z LLO p t) V 0 . O J w a�m X w w A O w O x z >! U W 0 tn o� +� o G. Fr, i o $24 •�•1.00 O: w = F Ai ' 9.•.,r' ZD .6 k� LAWS FITUALUA SPRINGS PLAN # 6103 RELEASED:10/25/21 SHEET wpoo `I 1 Start 2-3 feet from a corner. Wrap around corner and continue nailing or stapling as you move around the house. Use fasteners that are long enough to penetrate into the stud or nail base material. BARRICADETM , BARRICADETM BARRICADETM To BARRICAP& BARRICADETM i i , B�RRICADETM BARRICADETM ./ Fold the three flaps in through the opening, fastening them inside with staples set about every 6". Fold top flap up and tape temporarily as shown. Other Important Details: • Install building wrap "shingle -lap" fashion (with the higher piece lapped over the outside of the piece below). • All horizontal overlaps of building wrap should be at least 4" and vertical overlaps should at least be 6". WRB INSTALLATION SCALE: N.T.S. BARRICADETM BARRICADETM BARRICADETM ? 2 Secure BarricadeTM Plus firmly in place by fastening it every 12"-18" along the vertical studs using large -headed or plastic cap nails or minimum 1 " crown staples. You may install it over wood based, foam insulative, or fiberboard sheathing or exterior gypsum board. BARRICADETM BARRICADETM BARRICADETM BARRICADETM BARRICADETM BARRICADETM BARRICADETM § 5-- Install the bottom flashing over the wrap. Note: Barricade Building Products recommends the use of flashing material, such as OptiFlash® or Contour® premium butyl rubber flashing, that meets or exceeds Federal Specification UU-B-790a, Grade A and is minimum 6" in width. • At roof sections, be careful to lap the building wrap over the entire top of any step flashed areas against the wall. • Around exterior doors, follow the same flashing procedures as indicated in steps 5 and 6 for windows. c BARRICADETM BARRICADETM BARRICADETM P 3- Make an inverted "Y" cut in the wrap at window rough opening. Make diagonal cuts at the top of the rough opening corners. BARRICADETM BARRICADETM BARRICADETM Example 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) D) I SEAL EDGE OF P.T. WOOD BUCK TO MASONRY 0 BARRICADETM BARRICADETM :6: Install window. Flashing details around window: q Install side flashing over side window flanges. g Install head flashing over the top window flange and extend it out 3"-4" over the side flashings. C Bottom window flange should be over flashing, installed in Step 5. D Remove temporary tape from top building wrap flap and apply over installed head flashing. Note: Windows must be installed in accordance with manufacturer's recommended installation procedures. 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 2) SET P.T. WOOD BUCK OVER CMU WATERPROOFING IN URETHANE SEALANT. FASTEN PER PRODUCT APPROVALS. 3) APPLY LIQUID WATERPROOFING MEMBRANE OVER THE TOP AND EXTERIOR FACE OF BUCK AND SILL 4) INSTALL WINDOW OR DOOR. FASTEN PER PRODUCT APPROVALS AND SEAL WINDOW OR DOOR FRAME TO P.T. WOOD BUCK AND MASONRY CMU OPENING WATERPROOFING SCALE: N.T.S. • Barricade Flash Right SBS Window & Door Flashing Tape • Barricade Sill Corners • Barricade Conform Stretchable Flashing w 0 U m BARRICADETM 6,g99ic��F'h, BARRICADETM BARRICADETM BARRICADETM WOOD OPENING WATERPROOFING SCALE: N.T.S. G OFF 7 qr 1 ir W WZO= O >_~ > cr 0 p ir Q�Ww m CC w CL J U7 W - p Ir X 01 oZ5ZZ�W Wg=ga �UpOU p2ZLLU) n o Q 0 Z memo 0 U) U 0j o �< om a 1-" M W W A o w 0 z Z 0 a U o C Z 6 a a a a a � r . cr F COMMUNITY: UNKS AT CMA SPRING PLAN # 6103 RELEASED: 10l25121 j SHEET WPm2 n Ll n u z OWNER'S SUITE ADD BLOCKING LOFT ADD BLOCKING I c- BEDROOM 2 1 CL ADD BLOCKING [I SD ](I _I) HALL clEI BATH -, __- _ u- 1-__-- o 0 0 LNDRY i�._ II WIC 3-BULB LQ_ _------n NCI N ;HT FIX, L 0 L° ---- Tr 3 HALL DI ONNE( o r t [M CL art ADD BLOCKING BEDROOM 4 __J SECOND FLOOR ELECTRICAL PLAN SCALE: 1 /4"=1'-0" ADD BLOCKING BEDROOM 3 G0 0 2" PVC CONDUIT 2-2/0 COPPER 1 -1 /0 COPPER 0 OR 2-4/0 ALUMINUM 200 AMP 42 METER 1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT #4 COPPER OR ALUM. BREAKER 1 /2" PVC CONCRETE ENCASED GROUNDED ELECTRODE 6;PLIII' II Il-d V_JII��" ELECTRICAL RISER DIAGRAM NOT TO SCALE FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4"=1'-0" 20 AMP DED. OUTLET FOR MW RANGE FIELD VERIFY METER ELECTRICAL KEY 0 DUPLEX CONVENIENCE OUTLET �% WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET �&u USB COMBO OUTLET WALL SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH KEYLESS LIGHT FIXTURE -�- CEILING MOUNTED LED LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE VAPOR PROOF LIGHT FIXTURE *lt LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE f) EXHAUST FAN (,1 EXHAUST FAN/LIGHT COMBINATION © CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) ® COMBINATION SMOKE / CO2 DETECTOR ® SMOKE DETECTOR f4 TELEPHONE (OPTIONAL) Q TELEVISION (OPTIONAL) um 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 J H W WzO� wIz0 >xQ0 W=)0 U) > W Q iTi I..-. J � W W ncr_ccIr Y 0 I- z 06 ILL 0 0 (n z_ zgzz w CL = a _3(np00 Z2zLL(n �F-QZcz ti r` O �¢ Q O o O J O O � �A �a Z V o 0 j U °° w u 0ZV Ip<w w I.., j x w 0 F L1G U) W A r) z O 4 [Y.z aaQaa COMMUNITY: UNKS AT CALUA SPRINGS PLAN # 6103 RELEASED: 10/25/21 SHEET E I.'� z SIN M t co r SLAB PENETRATION PLAN SCALE: 1 /4"=V-0" W } _ cr- ui ZOO� wCa0 >oUi w❑F- CrF- w❑ Q=w� ar: CC (L ui Lu Z) CC Y O H Z 06LL00C/) zzzpz J °Ca<LU - m it - 3 000 ==ZLLcn �I-QZ❑ r n Q H O �¢ Q z 0 o 0� 0 U z 0 w z wa a 0 w 0 X z �c O tUt�� OWi O� wZ a�a�a COMMUNITY; UNKS AT CALUA SPRINGS PLAN # 6103 RELEASED:10/25/21 SHEET P1.I MA50NRY LINTEL A55EMBL I E5 SEE 56HEOLLE AND 5PEGIFIGATION5 FOR ADD'L INFO I MIN. of couRSE/BOND I LQJ I BEAM ABOVE LINTEL I LQJ M J GOABOVE LINTEL URSE/BOND GROUT sRour BOTTOM REINF. p PRECAST LINTEL W PRECAST LINTEL. w/ f--`�-t EMBEDDED REW EMBEDDED REINF. MB-I MB-2 rr--,T �'•- �� i I IJW�i- TOP COURSE, IF in I LQJ4 - TOP GOE, IF I LQJ I I REQ'D PER ARCH.-_--� READ PER ARCH. TOP RErF. OR CONT. CONT. Boren BEAM BOND BEAM REINF. REINF. A5 REQT) GROUT GRoltr BOTTOM REINF. BOTTOM . PRECAST LINTS w/ 4....Alt REINF. RE iI EREINF.. I PRECAST LINTEL W--�� EMBEDD �-�--�- EMBEDDED REIrF. MB-3 N MB-4 MASONRY LINTEL DETAILS REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT MB-I 8F8-OB/0T ----- ----- MB-2 SF8-IB/0T ----- (1) #5 MB-3 81`16-I13/IT (1) #5 (1) #5 M13-4 5RF14-IB ----- ----- APPROVED LINTEL MANUFACTURER5 ARE: GA5T-CRETE, QUALITY PREGA5T GO., AND LOTT'S CONCRETE. NOTES: I. ALL LINTELS w/ 5PAN5 GREATER THAN W-O" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINTEL5 5HALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE%ED LINTELS. 5. ALL REINFORCEMENT SHALL BE GRADE 60, f y=60 1-sl b. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DESIGN. 1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW SHEET L 15T INDEX SHEET DE5CRIPTION SHEET TITLE 5-0.0 5TRUGTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.2 2ND FLOOR FRAMING PLAN 5-1.3 ROOF FRAMING PLAN 5D-I FOUNDATION DETAILS 50-2 STRUCTURAL DETAILS 50-3 5TRUGTURAL DETAILS 5D-3 STRUCTURAL DETAILS PB5B-I STRUCTURAL DETAILS EMMMEJ GENERAL STRUCTURAL NOTES FOUNDATION • DESIGN 15 BASED ON lth EDITION (2020) FLORIDA BUILDING CODE. • FOOTING DESIGN - THESE FOOTINGS HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING GAPAGITY OF 1,500 PSF. • ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT W/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALLS TO SLAB WITH Y4" DIA. x 23/4" LONG TAPGON5 0 52" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY CORRO51ON-RES15TANGE GOMPATIBILITY OF HARDWARE d FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER $ HARDWARE SUPPLIERS TO GOORD. • CONCRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE STRENGTHS IN 28 DAYS, U.N.O.: f'c = 2,500 psi: ....... FOOTINGS 2,500 psi:....... 5LAB5 ON GRADE (INTERIOR d EXTERIOR) fy = 60,000 psi ...... REBAR • ALL GONGRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTINGS SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTINGS AND 5LAB5 ON GRADE SHALL BEAR ON GLEAN, FIRM VIRGIN 501L OR GLEAN FILL COMPACTED TO A q5% PROCTOR VALUE • MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT DI5GONTIN0005 END OF REINF. • GROUT SHALL BE A5TM G416 F'c=3000 1`151 w/ MAX 3/8" AGGREGATE • CONCRETE MA50NRY UNITS SHALL BE A5TM Gq0 WITH A MINIMUM GOMPRE551VE STRENGTH OF Ig00 P51 (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DESIGN BASED ON AGI 530/530.1 • REINFORCED GMU GORES (AS INDICATED ON PLAN) SHALL El BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL ALI6N WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP SPLIGE WITH FOOTING DOWEL. • GROUT 50LID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" GONT. FULL LENGTH OF WALL w/ (1) #5 BAR GONT. (TYP. ® EXT. PERIMETER) • PROVIDE (1) #5 BAR 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 8'-0" O.G. IN EXTERIOR WALLS. (AS 5HOWN ON PLANS) • ROUGH OPENINGS ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB EDGES, AND OTHER LOGATION5 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 o 12-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE A5 GL05E TO 5QUARE5 AS P0551BLE (I -I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION 5PEC11`ICATION5 (TYP. U.N.O.) DESCRIPTION OF BLDG. ELEMENT 3"x0.131" NAILS 3"x0.120" NAILS JOIST TO 50LE PLATE (3) TOENAILS (3) TOENAILS* 50LE PLATE TO J015T/BLK'G. (3) NAILS 0 4" o.c. (5) NAILS 0 4" o.c. STUD TO 50LE PLATE 2 TOENAILS (3) TOENAILS* TOP OR 50LE PLATE TO STUD 2 NAILS 3 NAILS RIM TO TOP PLATE TOENAILS 0 8" o.c. TOENAILS o 6" o.c.* BLK'6. BTWN. JOISTS TO TOP PL. (5) TOENAILS (3) TOENAIL5* DOUBLE STUD NAILS 0 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE NAILS o 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE LAP SPLICE , NAIL5 IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP o CORNERS 8 INTER5EGTIN6 WALLS (2) NAILS (2) NAILS * 2Y2"xO.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"4.120", SAME SPACING OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE * ARE SHOWN) TH15 MODEL HAS BEEN DE516NED IN AGGORDANGE WITH THE 7th EDITION (2020) FLORIDA BUILDIN6 GORE (SEGTION 160q) LATERAL DE516N REQU I REMENT5 FOR THE FOLLOWING WIND SPEED � EXPOSURE ONLY: 140 MPH - EXP. B WIND I MPORTANGE FACTOR = 1.0 INTERNAL PRE55URE GOEFF I G I ENT = ENGL05ED, +/- 0.1 b ANY WIND 5PEED/EXPOSURE NOT L 15TED HERE REQUIRES FORMAL EVALUATION $ APPROVAL FROM M+K 5TRUGTURAL EN61 NEERI N6. EXTERIOR 4 SHEAR AALL SHEATH I NG SPEC I F I CAT I ON5 INDICATES LOCATION AND EXTENT OF 5HEARWALL WHIGH REQUIRES 5HEATHIN6 AND/ OR FASTENING 5PEGIFIGATION5 BEYOND THAT OF 5TNORD CONSTRUCTION SYMBOL SHEAR PANEL 5PEG. 15/32" PLYWOOD OR 05B FASTENED W/ PI 2V211xO.131" NAILS @ 6" o.C. ALON6 PANEL E06E5 AND 1211 o.C. IN THE PANEL FIELD. 15/32" PLYWOOD OR 05B FASTENED W/ P3 2J/211xO.13111 NAILS © 3" o.C. 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 055 FASTENED w/ 2 "xO.131" NAILS @ 6" O.G. AT ALL PANEL E06E5 AND ® 12" O.G. AT GENTER. (U.N.O. ON PLANS) I. ALL PANEL EDGES SHALL OCCUR OVER FRAMING OR 2X BLOCKING SHALL BE PROVIDED TO SUPPORT PANEL EDGE AND FASTENING 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING ® I6"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER w/ %"xO.131" NAILS @ Ib"o.c. USE (8) 3V2"x0.131" NAILS @ EA. LAP SPLIGE. (TYP. U.N.O.) 4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENINGS. 5. SEE ARCHITECTURAL DRAWINGS FOR ADD'L WALL CONSTRUCTION REQUIREMENTS. 6. ALL EXTERIOR WALLS 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 A5 THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 E06E NAILING REQUIRED AND OCCUR 16" MINIMUM FROM THE EN05 OF THE 5HEARWALL. g. ALL SHEATHING PANELS TO MEET U.5. PRODUCT 5TANDARD PSI OR P52, OR APA PRP-108 WITH 3W(, 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 W32" THICK, APA RATED 5HEATHIN6 2i6 EXPOSURE 105E OR PLYWOOD PEf ACCORDANCE WITH THE UL DESIGNS 5PEGIFIED. Window � Door Allowable Wind Pressures 140 MPH Wind Zone Ex o5ure B®® OPENING 51ZE INTERIOR ZONES END ZONES(D 8' 6croge Door +18.5 P5F/-20.q P5F +18.5 P5F/-20.q P5F I6Garage Door +I1.1 P5F/-Iq.l P5F +I1.1 P5F/-Iq.1 P5F 10 SOFT. +21.2 P5F/-22.q P5F +21.4 P5F/-28.3 P5F 20 SOFT. +20.2 P5F/-22.0 P5F +20.2 P5F/-26.4 P5F 50 5QFT. +IcI.O FISH-20.8 P5F +19.0 PSF/-23.q P5F 100 SOFT. +18.0 P5F/-Iq.8 P5F +18.0 P5F/-22.0 P5F 500 SOFT. +15.8 P5F/-11.6 P5F +15.8 P5F/-I1.6 P5F (DEnd 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 A5GE 1-I6 section 2.4.1 from ultimate pressures. Divide allowable pressures above by a factor of 0.6 for ult. pressures. ROOF FRAMING • SEE ROOF TRU55 UPLIFT CONNECTOR 5GHEDULE FOR ALL ROOF TRU55 GONNEGTOR5. • ROOF SHEATHING SHALL BE 1/I6" MIN. 05B/PLYWOOD SHEATHING 24/6, EXPOSURE 1. FASTEN SHEATHING TO ROOF MEMBERS w/ 2 3/8"xO.113" RING SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL EDGES $ o 6" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END rf DRAG TRU55E5 w/ RING SHANK NAILS o 3" O.G. (U.N.O.). PROVIDE BLOCKING ALONG PANEL E06E5 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 OVERFRAMING. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR CLIPS ® 24" O.G. • ALL METAL HAN6ER5 SHALL BE 5PEGIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER WTGA 4 TPI'5 5G51 I GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING 4 BRACING OF METAL PLATE GONNEGTED WOOD TRU55E5." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH d ENG. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"x0.131" NAILS a 16" O.G. UPL I PT CONNECTORS BEARING CONDITION TRU55 CONNECTOR LENGTH < 15' 51MP50N H2.5T SINGLE ROOF TRU55 BEARING ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF GIRDER TRU55 BEARING ON ALL 51MP50N HT520 WOOD STUD WALL/WOOD BEAM SINGLE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL ROOF 6.T., FLUSH BEAM OR ALL (2) 51MP50N HETAI6 FLUSH 63. BR6. ON GMU WALL ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH GONNEGTOR AS LISTED ABOVE. IT IS THE RE5PON51BILITY OF THE ENGINEER OF REGORD TO DESIGN THE UPLIFT CONNECTORS PER 5EGTION 2.2 OF AN51/TPI-2014 "NATIONAL DESIGN STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 GON5TRUCTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN AGGORDANGE WITH THE REQUIREMENT5 OF A5GE-1-I6. ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRAWING SHALL 5UPER5EDE THE TRUSS MANUFAGTURER'5 UPLIFT CONNECTOR 5PECIFIGATION5 AND LOADS 5HOWN ON THE SHOP CARDS. LEGEND • ® INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • BEAM / HEADER • •� LOCATION AND EXTENT OF SHEARWALL r-:7.7.7.71 • I:. ; : ; : ; I EXTENT OF OVERFRAMING •--- -- -----INDICATE5 I/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE 50LID BLOCKING UNDER P05T OR JAMB ABOVE. HOLDoAN / STRAP SCHEDULE SYMBOL 5PEGIFIGATION FASTEN BUILT-UP POSTS SUPPORTING ROOF G.T. TO GMU WALL w/ (1) 51MP50N M5TGM40 STRAP w/ (12) Y4" 5T-1 DIA x V4" LONG TAPGON5 INTO GMU. DESIGN ACCOUNTS FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5. (USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.O.) GENERAL STRUCTURAL NOTES • DESIGN 15 BASED ON lth EDITION (2020) FLORIDA BUILDIN6 CODE. • WOOD FRAME ENGINEERING 15 BASED ON NOS, "NATIONAL DESIGN 5PEGIFIGATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DESIGN LOADS: ROOF LIVE = 20 P5F DEAD = 1 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INCLUDING 5TAIR5 $ DEGK5) = 30 P5F ® SLEEPING AREAS = 50 P5F ® GARAGE = 200 # POINT LOAD ® 6UAR05/HANDRAIL5 = 50 P5F ® GUARD IN -FILL COMPONENTS DEAD = 10 P5F (20 P5F TOTAL ® TILE) WIND ULTIMATE WIND SPEED $ EXPOSURE A5 L15TED RISK GATE6ORY II GENERAL FRAMING • EXTERIOR WOOD STUD BEARING WALLS SHALL BE 2x 5PF#2 OR 5YP#2 o 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARING WALLS SHALL BE 2x 5PF OR 5YP 'STUD' GRADE LUMBER o 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x STUD' GRADE MEMBERS SPACED o 16" O.G. (MAX.). • ALL NON -BEARING INTERIOR STUD WALLS SHALL BE GON5TRUGTED WITH 2x '5TUD' GRADE MEMBERS 5PAGED o 24" O.G. (MAX.). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD $ (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 4 OTHER STRUCTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FAGE NAIL MULTI -PLY 2x BEAMS $ HEADERS W/ 3-ROW5 OF 3"xO.131' NAILS 0 12" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES 3-PLY OR MORE GONDITION5. UTILIZE 2 ROW5 OF NAILS FOR 2xb 4 2xb MEMBERS. • FACE NAIL BUILT UP 2x POSTS W/ 3"xO.131" NAILS ® 16" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES 0 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/ 2)'2"xO.131" NAILS ® 6" O.G. ® EDGES 8 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOCKING AT ALL UNSUPPORTED PANEL EDGES. TYPICAL U.N.O. ON THE PLANS. • PROVIDE SOLID 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=1.55x10Ab psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10" 6 psi • FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OF 3"xO.131" NAILS o 8" O/G OR 2 ROW5Y4"x3Y2" 51MP50N 5D5 5GREW5 (OR 3Y2" TRU55LOK 5GREW5) 0 16" 0/6. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP rf BOTTOM NAIL5/5GREW5 2" FROM EDGE. SOLID 3 Y2" OR 5 Y4" BEAMS ARE ACCEPTABLE. USE 2 ROW5 OF NAILS FOR 2xb 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OFY4"x6" 51MP50N 505 5GREW5 (OR 6 3/4" TRU55LOK 5GREW5) o 16" O/C,. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES (ONE 51DE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. A SOLID 1" BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL 5TU05 IN CONTACT w/ GMU WALLS SHALL BE PRESERVATIVE TREATED AND FASTENED WA" DIA. X 4" LONG TAPGON5 0 24" O.G. FLOOR FRAMING • 1-J015T5/TRU55E5 SHALL BE DESIGNED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HANGERS SHALL BE 5PEGIFIED BY I -JOIST /TRU55 MANUFACTURER, UNLE55 OTHERN15E NOTED. • I-JO15T/TRU55 SHOP DW65. SHALL BE 506MITTED TO ARCH. 8 ENG. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY • FLOOR 5HEATHIN6 SHALL BE 25132" CONFORMING TO P52-04, 24" O.G., EXP05URE I, TONGUE AND GROOVE EDGES, FASTEN SHEATHING TO FRAMING MEMBERS W/ GLUE AND 3"xO.131" NAILS 6" O.G. AT PANEL EDGES 8 12" O.G. AT INTERMEDIATE SUPPORTS. TYPICAL STAIR GON5TRUGTION NOTES • (3) SINGLE PLY 2xl2 STRINGERS FASTENED TO HEADER AT TOP OR LANDING, WHERE APPLICABLE, AND 2xb P.T. PLATE AT BOTTOM w/ (1) 51MP50N A35 CLIP AT EACH STRINGER. • FASTEN 2xb P.T. PLATE TO CONCRETE SLAB w/ (3) %C," DIA. x 3Y2" LONG TAPGON5. • FASTEN END STRINGERS TO ADJACENT WALLS w/ (2) 3"4.131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE 3/4" FLOOR DECKING ON RISERS AND I" FLOOR DEGKIN6 ON TREADS. • SEE STAIR FRAMING 5EGTION FOR MORE INFO. seal^���P••�,�� �• ;'� .`ti�;'�;. :��• 8 E OF .��Z <v .10 • ` F ONAL 2�0%%. © copyright: MULHERN & KULP StructVft1n#ir51 j.0Z' 0 Lo Z LU W w _Z cm z z r W J a a Z= ,n Q� it al= W32 cn c Q, •5 a e= z a' M W � y W m N M&K project number: 068-2001 1 project mgr: drawn by: issue date: JSB DR 10-20-21 REVISIONS: date: initial: 11/02/2021 EMG sheet: d _Q ix 0 J LL z x a W J r� V � Z SM0.0 ',111111111/003 'm I. 51-811 1A# 61-411 110 11-811 110 61-41' 1A* 41-1011 II 31-211 II 61_011 I. i t— T— LEGEND • ® INTERIOR BEARING WALL • I= _ = = = BEARI NG WALL ABOVE • BEAM / HEADER • M LOGATION AND EXTENT OF 5HEARWALL 177-7-7-7-71 • I I EXTENT OF OVERFRAMIN6 •-_- --- - INDIGATE5 1/8"A" 5AW GUT GONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE El (5EE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE SOLID BLOGKIN6 UNDER P05T OR JAMB ABOVE. M,h50NRY LINTEL DETA I L5 REINFORCEMENT MARK DE516NATION TOP BOTTOM 5HEAR REINFORCEMENT M13-1 8F8-013/OT ----- ----- M13-2 SF8-I13/OT ----- (1) #5 MB-3 81`16-113AT (1) #5 (1) #5 ME-4 8RF14-IB ----- --- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S CONCRETE. NOTES: I. ALL LINTEL5 w/ 5PAN5 GREATER THAN 14'-0" 5HALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REQURIED. 3. ALL LINTELS 5HALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT 5HALL BE GRADE 60, fy=60 k51 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. i. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW MASONRY LINTEL A55EMBL I ES 5EE 5GHEPWE AND 5PEGIFIGATION5 FOR ADD'L INFO rr--'�n� 1 I �-+— MIN. 0) COUR5&Bot1D 1 1 �— MIN. (1) GOURSE/BOND L4� i BEAM ABovE LINTEL I �Q� i BEAM ABOVE LINTEL 6ROUT 6ROUT BOTTOM REW p PRECAST LINTEL rt! PRECAST LINTEL W/ f—"--t EMBEDDED REINF. t-3G--t EMBEDDED REINF. MB-I MB-2 L4J TOP I� L4�}TOP COURSE, IF COWSE IF m I REQ'D PER ARCH. 1 J REQv PER ARCH. I IL TOP REINF. OR CONT. COW. BOND BEAM BOND BEAM REINF. REINF. AS REQV 6ROUT 6ROUT BOTTOM REINF. BOTTOM REINF. PRECAST LINTEL W I a• I PRECAST LINTEIL W-1"LEMBEDO� D REEF. �"� EMBEDDED REIPF. MB-3 MB-4 REFER TO S-O.O FOR TYPICAL STRUCTURAL NOTES 8 SGHEDULES seal 0 :� • S T OF ,41J © copyright 2021 strudur*eying, Inc. oZ w w Z D Z w CL. LZ Q � ..a • $ C3 �Q �E F- � Q) W m Cz Sa a A J z -� W 21 CO) M �n W G hl M M IIr M&K project number: 068-2001 1 project mgr: J S B drawn by: D R issue date: 1 O-20-21 REVISIONS: date: initial: 11/02/2021 EMG Ln d o Ln I a 0 = MB-3 LU d J MB- I MB- I • I .. o W 0 Q 51_ �j 11 31_211 51_/ 11 41_8 �I 11_41111_411 161_011 21_811 '�zr/ O X 141_011 61_011 201_011 Z 401-011 a. w O J U U Z @ BLOCK PLAN I 0 SCALE: 1/411—_II —OII " (22x94 SHEET) SCALE: I/8n—I —0 (110 SHEET) J W > 0 Z in ,_.I J sheet: F142. 0 -... �.., _�e9�rr�,..vco.��r�snsec.� .��r..�r'r—�r+:�;-��-r�--7 •. ioT. �Mfrarm����_ iILT'�'TPJ'i �'r_ :.f . _. � a���i F�1�, A'.��I: � ... -... � .. .,...- ,, .. � -. r .. -.. .�1. r rcr.:��.. .e ,. � .. _ .,- r _ ��, . � . , � _ _ . �eLv�.�Y�M-±'.'tea � Ir_>�� lv lz� _. .. M �- 2x5 LEDGER Fa GMU w/ (2) Y4" DI LONG TAPGONS QPAQ I AKIAI r)QnQvt=n PPAMG. LEGEND • ® INTERIOR BEARIN6 WALL • - _ BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL I: ; : ; : ; EXTENT OF OVERFRAMIN6 • - - INDIGATE5 1/8"xl" 5AW GUT GONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE ED (5EE NOTE5) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 5OLID BLOGKIN6 UNDER P05T OR JAMB ABOVE. HOLDOWN / 5TRAP SCHEDULE rMBOL 5PEGIFIGATION FASTEN BUILT-UP P05T5 5UPPORTIN6 ROOF 63. TO GMU HALL w/ (1) 51MP50N M5TGM40 5TRAP w/ (12) y4" 5T-1 DIA x IY4" LON6 TAPGON5 INTO GMU. DE516N AGGOUNT5 FOR REDUCED 5TRAP GAP. FOR SHORTER TAPGON5. (U5E ONE STRAP TOTAL PER BUILT-UP P05T, U.N.O.) ROOF FRAM I NO • 5EE ROOF TRU55 UPLIFT GONNEGTOR 5GHEDULE FOR ALL ROOF TRU55 GONNEGTOR5. ' ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05B/PLYWOOD SHEATHING 24/6, EXP05URE 1. FASTEN 5HEATHIN6 TO ROOF MEMBER5 w/ 2 3/8'W.113" RIN6 5HANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL E06E5 8 0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRAG TRU55E5 w/ RIN6 5HANK NAILS 0 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALONG PANEL ED6E5 AT FIRST 2 TRU55 BAY5 FROM GABLE END. PROVIDE "H" 5TYLE GLIP5 ALON6 UN5UPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND GONTINUOU5LY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY 5ET5. FASTEN EAGH TO TRU55 BELOW w/ 51MP50N VTGR GLIP5 0 24" O.G. • ALL METAL HANGERS SHALL BE 5PEGIFIED BY THE TRU55 MANUFAGTURER, UNLE55 OTHERN15E NOTED. • EREGT AND IN5TALL ROOF TRU55E5 PER NTGA 4 TPI'S BG51 I GUIDE TO 6000 PRAGTIGE FOR HANDLING, IN5TALLIN6 4 BRAGIN6 OF METAL PLATE GONNEGTED HOOD TRU55E5." • ROOF TRU55 5HOP DW65. SHALL BE SUBMITTED TO ARCH $ EN6. FOR REVIEN AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • 5UPPORT PORGH 8 5HORT SPAN ROOF TRU55E5 w/ 2x4 LE06ER FASTENED TO FRAMING w/(2) 3"4.131" NAILS 0 16" O.G. U12L I f'2T CONNECTORS BEARING CONDITION TRU55 GONNEGTOR LENGTH < 15' 51 MP50N H2.5T 51N6LE ROOF TRU55 BEARING ON > 15' 51MP50N HIOA HOOD 5TUD NALL/HOOD BEAM ROOF 61RDER TRU55 BEARING ON ALL 51MP50N HT520 HOOD STUD HALL/WOOD BEAM 51N6LE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL ROOF G.T., FLU511 BEAM OR ALL (2) 51MP50N HETAI6 FLU5H 6.T. BR6. ON GMU WALL ALL BEARIN6 POINTS OF EAGH ROOF TRU55 SHALL BE GONNEGTED WITH GONNEGTOR A5 L15TED ABOVE. IT 15 THE RE5PON51BILITY OF THE EN61NEER OF REGORD TO DE516N THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N 5TANDARD5 FOR METAL PLATE GONNEGTED HOOD TRU55 GON5TRUGTION". MW HA5 EN6INEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN AGGORDANGE WITH THE REQUIREMENT5 OF A5( E-1-16. ALL UPLIFT GONNECTOR5 AND LOADS PER TH15 DRAHIN6 SHALL 5UPER5EDE THE TRU55 MANUFAGTURER'S UPLIFT GONNEGTOR 5PEGIFIGATION5 AND LOADS 5HONN ON THE SHOP GARD5. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES $ SCHEDULES 5,`� r , �P•.��G L NSF • 0 4 S T OF �•� F o R © copyrig0RMeLHERN ��� Structural Engineering, Inc. oCD z J� W W N CD z +� (D Q .a H C) 4. c o� WF Q) X Q Q 1 J~ Z �o I W c � cQ y pm W G N C. M C1 M&K project number: 068-2001 1 project mgr: drawn by: issue date: � J ,r, J B DR `j 0-20-2 `] REVISIONS: 77initial: date: 11/02/2021 EMG i � IL d Ll -PLY 1 3/4 x Q LVL FL 5H ----- ---- - .. ,J LL 10(o — 5T-1 31 � '—ii�U) w � � 5D-2 � O 3 SD-2 0 L 0 0 .J � LL U @ 2ND FLOOR �R*41 NI6 FLAN a z 4� 11 x SCALE: 1/4"=V-0" (22x94 SHEET) z > 0 Z SCALE: 1/6"=1'-O" (IlxI1 SHEET) IN _ ,, J J sheet: Sm 1.2 ROOF FRAM I NIS PLAN SCALE: I/4"=1'-0" (2244 SHEET) SCALE: I/6"=V-0" (Ilxil SHEET) LEGEND nuaoMMo . • (-_ = _ = = BEARI N6 WALL ABOVE • BEAM / HEADER • m � m LOCATION AND EXTENT OF 5HEARWALL I: :I EXTENT OF OVERFRAMIN6 • --- -- -- - - INDICATE5 1/8"A" SAW GUT CONTROL JOINT F- LL 0 Lu v INDICATES LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HAN6ER INDICATES P05T ABOVE. PROVIDE SOLID BLOGKIN6 UNDER P05T OR JAMB ABOVE. ROOF FRAMINC6 • SEE ROOF TRU55 UPLIFT CONNECTOR 5GHEDULE FOR ALL ROOF TRU55 GONNEGTOR5. • ROOF 5HEATHIN6 SHALL BE 7/I6" MIN. 0513/PLYWOOD 5HEATHIN6 2446, EXPOSURE 1. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/b"x0.113" RING SHANK NAILS (R5R5-01 OR EQUIV.) ® 6" O.G. AT PANEL E06E5 $ ® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 8 DRA6 TRU55E5 w/ RIN6 SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALONG PANEL E06E5 AT FIRST 2 TRUSS BAYS FROM GABLE END. PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ SIMP50N VTGR GLIP5 ® 24" O.G. • ALL METAL HAN&ER5 SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWI5E NOTED. • ERECT AND INSTALL ROOF TRUSSES PER WTGA 8 TPI'5 BG51 I GUIDE TO GOOD PRAGTIGE FOR HANDLIN6, IN5TALLIN6 d BRA6I146 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 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LE06ER FASTENED TO FRAMIN6 w/(2) 3"xO.131" NAILS ® 16" O.G. UPL I FT CONNECTORS BEARIN6 CONDITION TRU55 GONNEGTOR LEN6TH < 15' 51MP50N H2.5T SINGLE ROOF TRU55 BEARIN6 ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRU55 BEARING 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) 51MPSON HETAI6 FLUSH 6.T. BR6. ON GMU WALL ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR A5 LISTED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT GONNEGTOR5 PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DESIGN STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION". MW HAS EN61NEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-I6. ALL UPLIFT CONNECTORS AND LOA05 PER THI5 DRAWING SHALL SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT GONNEGTOR 5PEGIFIGATION5 AND LOAD5 SHOWN ON THE SHOP CARDS. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES ff SCHEDULES 4 T OF O •. © copyright: MULHER�P 0 52021 Structura ering, Inc. aCD z W w z r z w a F— A ci C W F- tn •= j m E Q. ! A 0 LU y m th W N OC CL IIV M&K project number: 068-2001 1 project mgr: •,J S B drawn by: D R issue date: 1 0-20-2 1 REVISIONS: date: initial: 11/02/2021 EMG LL 0 0 sheet: J W 2 0 0 J Q 0 J LL u� z x a U) U) J U z J F; Spol.3 FILLED CELLS (SEE PLAN) GONG. OR PAVER DRIVEWAY 16"x8" THICKEN EDGE IN (2) #5 GONT. 8" GMU BLOCK 411 6ARA6E 1 TOP VIEW @CORNER 6ARA6E WALL BEYOND 6ARA6E SLAB 411 (SEE PLAN) � a I I —III —III —I I I THICKENED EDGE ® GARAGE POOR DETAIL SCALE: IM (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W/ FOUNDATION DOWEL MIN. 50" GROUT CELL SOLID z� e3 O . 6RADE =1I1=1IF� o z III I 3 1 �—III-- 8" WIDE GONT. GONG. CURB w LU 6ARA6E SLAB > (SEE PLAN) d III —III —III —III ' + III=1 I FE: IIIIIiII1N IIIITIIII—'' III= i=(U #5 DOVEL W/ 6" HOOK AT ALL VERT. WALL REINF. III I I III=1 ( = III I i I I (5EE PLANS FOR LOCATION) GLEAN COMPACTED III =III= I l i FILL o q5% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE W (2) #5 BARS I-5TORY: 1'-0" WIDE W/ (2) #5 BARS GARAGE CURB DETAIL SCALE: NM 8" GMU BLOCK BEYOND EXTERIOR DOOR— MTL. THRESHOLD —� SET IN SEALANT PORCH/PATIO/LANAI SLAB OR PAVERS (SEE PLANS) d PER MANUF. + It Ili 11111 III . " IIII� a d 111 I I I I I Ill GLEAN GOMPAGTED-' FILL o q5% STANDARD DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0' WIDE W/ (2) #5 BAR5 EXTERIOR OUTSWING 4 56D POURED SILLS DETAIL R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) v m� MONOLITHIC FOUNDATION W/ (2) #5 GONT. ON CHAIRS 8" GMU BLOCK- (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID Z Q d d ° ` III —I �O O 6RADE _ m -1 I I-1 1 1— ni i El I I AI I —I I —I -1 I I-11—i I M I I° I—III—III- O —1 I I— El I I I III=1 I—� -' '=11Im II III° � R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) ' I —III— III— 1) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. ' I l I I I I=1 I I=1II =III (SEE PLANS FOR LOCATION) GLEAN COMPACTED I I ; ,III 111 I I 1 1111 111 I II 111- ' FILL o q5% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS ('o_-,�FOOTING SECTION W/ BLOCK DETAIL SCALE: WS 8" GMU BLOCK— R4.1 FI-FOIL OR EQUAL BEYOND OVER 3/4" FURR STRIPS EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (SEE PLAN) PAVERS (SEE PLANS) d d ° d � I —III —III —III_ III —III —III —I I 1=1 �' III=III... IElI Q I I IEE I II— dIII-1I + e � I —III —III —III e I I I —III —I I- ' I=1 m III I I d I —III —III, II11,II 11. 111�I11- "'— "'—"'- "'—' `— MONOLITHIC - I 1 ,111=III=III=_I.1—'' '- GLEAN COMPACTED III-1 I �= I I FOUNDATION W/ (2) #5 FILL o q5% STANDARD WI TH GONT. ON GHAIR5 DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE W/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS 0�11T%l POOR DETAIL NOTES: I. UTILIZE 2-PART EPDXY OR OTHER EN6INEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). 2. PROVIDE 3/4" DIA. HOLE FOR SEE TYP. FOUNDATION DOWEL, BLOW OR BRUSH GLEAN. DETAILS FOR ADDITIONAL 3. FOLLOW MANUF. INSTALLATION INFORMATION NOT SHOWN IN5TRUCTION5. HERE FUTURE 8" GMU BLOCK #5 VERT. BAR TO BE LOCATED PER PLAN DRILL 6" INTO EXIST'6 I I I Q IN 6ROUTED GELL SLAB, EPDXY d DRIVE J #5 DOWEL, PROVIDE MIN. I 30" LAP SPLIGE I I I O N I I z . ° ' 111=1 I M 11=1 11= 6RADE I I —III —III —III —I I III —III —I I —I I I I I—III-1I I —III_ '' IF=11I—El I MITI-1 I I I —III —III —I � 1- _� —III—III—III III —III —III- ' -I I h ^I 11-111 _`. d_ 1=1 I I-1 I I M 155EP DOWEL RETROFIT DETAIL _ SCALE: N'TS SIM. •GNU snm FOR DROFFEp N ADE 8"x8" THICKENED SLAB W/ (1) #5 GON I . 3 Y2" GONG. SL AIM w/ WWF OR FIBERME5H Rf OVER 6 MIL. VAPOR BARR THICKENED EP&E DETAIL 3 SCALE: WS 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL SOLID PORGH/PATIO/LANAI SLAB OR PAVERS (5EE PLAN) Z I `t EXP JOINT v m kNAI SLAB R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) 1) #5 DOWEL W/ 6" HOOK AT III=III- ALL VERT. WALL REINF. 'I; I I 1=1 1=III-1 I III= (SEE PLANS FOR LOCATION) GLEAN COMPACTED ,. FILL o q5% =1 1 I I I I —III —III I I III -III— MONOLITHIC FOUNDATION STANDARD DEN5ITY WI TH W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE W (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS XTER I OR WALL @ PORCH/PATIO/LANAI DETAIL. SCALE: NM THICKENED SLAB ® RECESS DETAIL Y2" 6YP. BD. EA. SIDE OF 2x4'S o 16" O.G. Y2" J-BOLT5 6" FROM EA. y END OF WALL AND SPACE o 32" O.G. 2" (6" MIN. EMBED) STUD PLATE TIES PER j PT BOT. PLAN o STUD TOP b PLT. BOT. G .. . is •e e + (2) #5 5 GONT. W/ 811 all 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 SPECIFICALLY NOTED ON PLAN. A GARAGE 5TER DOWN DETAIL SCALE: NM 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO — BONID BEAM. LAP W FOUNDATION DOWEL MIN. 30" 6ROUT CELL 50LID z_Q (10 RADE III=11 �=III=11 I. R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) d d. �11II I 111 I1111 I IIII' PVG CHASE SLEEVE TO BE III=III-1 TWICE THE DIAMETER OF II —III —III— _-1II—II ' I I III I I=1 I I —III I —III PROTECTED PIPE GLEAN COMPACTED I I;, I I 1 11111I I I FILL o q5% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE W/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS CHASE DETAIL 8 SGALe: RM 5LOPED PAVERS BY OTHERS Fi r N GRADE — d II - 8" WIDE GRADE BEAM w/ (1) #5 BAR GONT. -III—III—III III= I I TOP BOTTOM, Z —III III —III . —_—I 1= BETWEEN FOOTING5 =III III _—I N -III—III—I I I —III—I I— PORGH FOOTING III=1 I I III —III � BEYOND, A5 REO V. IJJ I- -5EE PLAN PORCH GRAPE BEAM DETAIL 12 SCALE: WS seal: ��o�S„G."FR/ ����� SF 4 M O :. AT OF : �4i/ � .. :4, P % `1. 0 copyrighl : MULHERN & KOLP 2�L� Structural MOVn 1 L OCM M Z Wcc w =LU Z t� Z w a + ---� a� Z= a� ca - Q oc � � � w 00 3: E Q. Jz W Y M2 y m W Q N C c�5 0. M&K project number: 068-200 1 1 project mgr: J S B drawn by: p R issue date: 10-20-21 REVISIONS: date: initial: 1/02/2021 EMG sheet: 0 0 J w � Q Z 0 a d W � d z U z � � Y 0 z SCALE: WS SCALE: WS SDw I PROVIDE 50LID SHIM BETW'N TRUSS d CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 6REATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 2 3/e"xO.113" RIN6 SHANK NAILS ® 6" D.G. 2x6 FASCIA -SEE ARCH REINF. MA50NRY LINTEL/ BEAM - - SEE PLAN FOR SPECIFICATIONS. SECTION 3 SCALE: S/4"=I'-0" EXTERIOR WALL 5HT'6. TO RUN CONTINUOUS FULL HE16HT OF WALL FROM BOTTOM OF RIBBON TO TOP OF DOUBLE TOP PLATE 2 Y2"x0.131" ® 3" O.G. INTO SOLE PLATE 2x CONT. RIBBON (TOP d BOTTOM) FASTEN TO EA. TRU55 VERTICAL w/ (2) 3ANO.131" NAILS 2 Y2"x0.131" ® 3" O.G. INTO BOTTOM GONT. RIBBON PROVIDE 51MP50N HETAI6 EMBEDDED STRAP ® EACH TRU55 (® Iq.2" O.G. MAX) FASTENED TO END TRU55 VERTICAL OR TO BLOCKIN6/RIBBON VERT WALL REINF. TO - EXTEND INTO BOND BEAM 0" REINF. GMU WALL -SEE PLAN FOR VERT. d HORZ. REINF. SPECS SECTION VALLEY SET OVERFRAMIN6 SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS CONNECT EACH END OF MA50NRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL w/ 24" LE65 * PROVIDE 50LID SHIM BETW'N TRU55 d CONNECTOR IF TRUSS LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 6REATER THAN I Y2" FROM CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL 0. 2x EXTERIOR WALL -SEE PLAN FOR 5HEATHIN6 AND CONNECTION SPECS. FASTEN 50LE PLATE TO CONT. RIBBON w/ 3"x0.131" NAILS ® 6" O.G. 4 5HEATHIN6 TO GONT. RIBBON w/ 2 YYW.131" NAILS ® 6" O.G FLOOR TRUSSES -PER PLAN 8" GMU BOND BEAM W/ (1) #5 CONT. IN ROOF 5HEATHIN6 FASTEN EACH OVERFR TRU55 TO TRUSS BELOI WITH (1) 5IMP50N VTGR ® 24" O.G. N ROOF TRU555 TYPICAL OVERFRAM I NG CONNECTION DETAIL 5GALE: N.T.S. FASTEN DBL 50LE PLATE OF 2x WALL TO BOND BM. w/Y2" DIA. ANGHOR BOLT5 ® 32" O.G. WITH 7" (MIN) EMBEDMENT. FASTEN EXTERIOR 5HEATHIN6 TO 2x SILL PLATE w/ 2Y2"x0.131" NAILS ® 3" O.G. 8" GMU BOND BEAM w/ (1) #5 BAR5 GONT. 8" REINF. GMU WALL - -SEE PLAN FOR VERT. d HORZ. REINF. 5PE65 p, SECTION I8 SCALE: s/4"=1'-O" 2x EXTERIOR WALL -SEE PLAN FOR 5HEATHIN6 AND CONNECTION SPECS. EXTERIOR WALL 5HT'6. TO RUN - CONTINUOUS FULL HEIGHT OF WALL FROM BOTTOM OF LADDER TRUSS TO TOP OF DOUBLE TOP PLATE 2 Y2"x0.131" ® 3" O.G. INTO 50LE PLATE LADDER TRUSS. FASTEN LADDER TRUSS TO EA. BLK6 PANEL w/ (3)3 Y4"xO.131" NAIL5 MIN. 2 Y2"x0.131" ® 3" O.G. INTO LADDER TRU55 FASTEN LADDER TRU55 TO GMU 2x4 (MIN.) 5PF #2 BLOCKING AS SHOWN AT BOND BEAM w/ 51MP50N HETAI6 EMBEDDED STRAP ® 16" O.G. STRAP MAY BE INSTALLED ON INSIDE OR OUTSIDE FACE OF TRU55 VERT WALL REINF. TO EXTEND INTO BOND BEAM p, SNF, ION 38 SC/4"=1'-0" 2x EXTERIOR WALL ® 5TAIR5 OR 2-5TORY SPACE -SEE PLAN FOR 5HEATHIN6 AND CONNECTION SPECS. VERT WALL REINF. TO EXTEND INTO BOND BEAM FASTEN 50LE PLATE TO TOP CHORD OF LADDER TRU55 w/ 3"x0.131" NAILS ® 6" O.G. FASTEN FLOOR FLOOR TRUSSES 5HT6. TO FIRST -PER PLAN TRU55 w/ 3"x0.131" NAILS ® 6" o.c. 8" REINF. GMU WALL -SEE PLAN FOR VERT. 4 HORZ. REINF. 5PE65 48" o.c. FADE NAILED TO TRU55 TOP d BOTTOM CHORD w/ (4) 3"x0.131" NAIL5. 8" GMU BOND BEAM ALL LAPS IN MASONRY 25" RUNNING BAR #5 BENT CORNER BAR GROUTED CELL TYP. CORNER PERT. NALL REIWORCING DETAIL SCALE: NM FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 2 %"xO.113" RIN6 SHANK NAILS ® 6" O.G. 2x FASCIA -SEE ARCH 2x SHEAR WALL - SEE PLAN FOR SPECIFICATIONS. - SECTION 25 SCALE: 3/4"=1'-0" FASTEN TOP CHORD OF END TRUSS OR 2x4 NAILER THRU WALL 5HEATHIN6 TO EXT. WALL STUDS w/ 3"x0.131" NAILS ® 16" O.G. FLOOR TRUSSES -SEE PLAN 8" GMU BOND BEAM W/ (1) #5 GONT. - SECTION SCALE: s/4"=I'-o" SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS FASTEN ROOF TRU55 TO DOUBLE TOP PLATE w/ (3) 3 Y4"xO.131" TOENAILS 2x4 ® 16"O.G. FA5TEN€?- TO 6ABLE END TRUSS w/ (20'xO.131" TOENAILS. GYPSUM BOARD -- PER q„ r ARCH FOR FIREPROOFING GABLE END VERTICAL WEB REINFORGIN6 AS REQURIED BY TRU55 MANUF. 3 Y4"x0.131" TOENAILS ® 12" O.G. GONNECTIN6 BOTTOM CHORD TO TOP PLATE FASTEN BOTTOM CHORD OF GABLE END TRU55 TO TOP PLATE WITH 51MP50N A35 CLIPS ® 32" O.G. FASTEN BOTTOM OF 2x4 -' BRAGE TO DBL. TOP PLATE w/ (1) 51MP50N H2.5T d (2)3Y4"x0.131" TOENAILS FASTEN 5HEATHIN6 TO 2x4- BLOGKIN6 w/ 2 %"xO.113" RIN6 SHANK NAILS ® 4"O.G. ROOF 5HT6 SHALL BE GONT. 24" MIN ONTO. ROOF V -I VIC 7r1V1'G I CI'C/ SHEARWALL ABOVE � FASTEN ROOF 5HEATHIN6 TO END TRU55 OR 2x4 NAILER FASTEN 5HEATHIN6 TO- E/ 2 Y2"xO.131" NAILS ® 6" o.c. BLOGKIN6 w/ 2 %"X0.113 NAILS ® 6" O.G. INSTALL 5HEATHIN6 PRIOR TO IN5TALLIN\ LOW ROOF TRUSSES LOW ROOF TRUSSES -SEE PLAN--. FASTEN BOTTOM CHORD OF END TRU55 OR 2x4 NAILER TO LADDER TRU55 VERTICAL PROVIDE ADD'L VERTICAL IN TRU55 OR 2x RIBBON w/ 3"x0.131" FOR BEARIN6 NAILS ® 16" O.G. x LEDGER -REFER TO "ROOF FRAMING NOTES" VERT WALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. GMU WALL -SEE PLAN FOR VERT. d HORZ. REINF. 5PEG5 EXTEND EXTERIOR 5HEATHIN6 TO BOTTOM OF FLOOR SYSTEM Ob SECTION SCALE: 9/4"=I'-O" 2x4 BLOGKIN6 w/ (3)3 Y4"xO.131" TOENAILS EACH END (4) 3 Y4"x0.131" NAILS PROVIDE 2x4 BLOGKIN6 @ 48" O.G. IN FIRST (3) BAYS OF ROOF TRU55E5-GUT TO FIT T16HT BETWEEN TRU55 BOTTOM CHORDS AND NOTCH AROUND SILL PLATE FASTEN DRYWALL TO BLOGKIN6 w/5GREW5 /NAIL5 ® 6" O.G. 2x6 GONT. BLOGKIN6 FASTENED TO EA. STUD w/ (5) 3x0.131" NAILS FASTEN 50LE PLATE TO FLUSH BEAM w/ 3"x0.131" NAIL5 o 6" O.G. FLOOR TRU55E5 (SEE PLAN) FLUSH BEAM OR FLOOR G.T. (SEE PLAN) LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME $ 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 DETAIL5 ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. deal: _ o �:• S T OF • j.:. :•4u S�Oi; i�i 1i+ ,����`` © copyright : MULHERN & WW 05 2021 Structural Engineering, Inc. oCD z Jcc w w Z C7 z r. w oQ.. J d H $ ♦CL �� UJ Cn �o co '5 j a �♦ mi Z W � ti o y W O m _ 6N C ch CL M&K project number: 068-2001 1 project mgr: .J S B drawn by: DR issue date: 1 0.2 0-21 REVISIONS: date: initial: 11/02/2021 EMG "~ro C r I� J � LL W W 0 Q O z X a J O U � z � � x I-' �, O z (n � J J sheet: SDW2 — BOND -BEAM -,----GONTIN. PREGA5T HEADER 8" GMU PIER ENTIRE COLUMN TO BE 6ROUT FILLED CAST-GRETE GA5T-GRETE WINDOW SILL, WINDOW 51LL, OR EQUIV. OR EQUIV. DOUBLE WINDOW MA50NRY PIER DETAIL L SCALE: NTS MIMI WINDOW SIM. NOTES: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). 2. PROVIDE 3/4" DIA. HOLE FOR DOWEL, BLOW OR BRU5H GLEAN. 3. FOLLOW MANUF. INSTALLATION IN5TRUGTION5. FUTURE 8" GMU BLOCK #5 VERT. BAR TO BE DRILL 6" INTO EX15T'6 LOCATED PER PLAN T1JrJJ;JJ7r% IN GROUTED CELL SLAB, EPDXY d DRIVE #5 DOWEL, PROVIDE MIN. 30" LAP 5PLIGE . I 9 GRADE -1 I I —I I —I I —III. I —I I I_I I I-1 I I III —III —III—III- -1 I I-111=111 °_' Q_ I III-1 I 1111 5EE TYP. FOUNDATION DETAIL5 FOR ADDITIONAL INFORMATION NOT 5HOWN HERE 5EE DETAIL I ON 5TRUGTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT 5HOWN HERE FA5TEN EA. ROOF TRU55 TO GMU w/ SIMP50N M5TMI6 TW15T 5TRAP. FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 Y4" LON6 TITEN 5GREW5 PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EACH TRU55. PROVIDE 2x FLAT BLOCKING FIT T16HT TO ROOF TRU55E5 ® EVERY OTHER BAY FASTENED TO GMU w/ (3) Y4" DIA. x 3 Y2" LON6 TAPGON5. FA5TEN BLOGKIN6 TO ROOF TRU55E5 w/ (2) 3 Y4"xO.131" NAILS ® EA. END. RETROP IT DETA I L P SCALE: 8/4"=1'-0" 5EE DETAIL 31 ON 5TRU6TURAL PLANS FOR ADDITIONAL GONNEGTION INFO NOT 5HOWN HERE PROVIDE SOLID BLOCKING A5 REO'D FOR 5TRAP FA5TENIN6 FULL DEPTH BLOCKING FASTEN EVERY OTHER (Ve," 056 (MIN.), 13/4" LVL OR TRU55 TRU55 (W WEB BLOCKING FLOOR TRU55E5 BLOGKIN6 PER MANUF) 0 48" A5 REO'D) TO 2x BLOGKIN6 -PER PLAN O.G. FASTENED TO 2x BLOCKING W (1) 51MP50N A35 CLIP _ w/ (1) 51MP50N A35 CLIP STAIRS KXX (2)2x8 FLU5H BEAM BEYOND (I) 51MP50N A35 CLIP � (3)IOd TOENAILS o EA. 5TRIN6ER I EA. J015T RETR01= I T DETA I L Q SCALE: 3/4'=1'-0' 2x8 LEDGER FA5TENED TO CMU w/ (2) Y4" DIA. x %4" LONG TITEN 2 5GREW5 2x8 LANDING J015T ® 16" O.G. 2x OR 1" 056 DEGKIN6 (TYP.) �� EXTERIOR GMU WALL (3) SINGLE PLY 2x12 SOUTHERN PINE #2 F— (OR BETTER) STRIN&ER5 (1) 51MP50N A35 0 EA. 5TRIN6ER 2xb P.T. BOTTOM PLATE FA5TENED TO CONCRETE W/ (3) %" DIA. x 3V4" LONG TITEN 2 5GREW5 FA5TEN EVERY OTHER TRU% TO GMU w/ 51MP50N MT5MI6 TW15T 5TRAP. FA5TEN 5TRAP TO GMU w/ (4) Y4' DIA. x 2 Y4" LONG TITEN 5GREW5 2xb FLAT BLOGKIN6 (BETWEEN TR)55E5 - 16- MIN. LENGTH) FASTENED DOWN TO GMU wl (3) Y4" DIA. x 3 Y2" LON6 TAPGON5 o EA BAY. FASTEN RIBBONL, THRU WALL 5HT6., TO 2x BLOCKING W 3v4'xO.131' NAIL5 0 3' o.c. FLOOR TRU55E5 - 5EE PLAN FLOOR 6.T. ' - PROVIDE VERTICALS OR 50LID BLOGKIN6 o EA. 5TRIN5ER LOCATION M155ED DOWEL RETROFIT DETAIL D STAIR"_S!CTION SCALE: NTS SIM. • CMu STEM FOR DROPFL°D 6RACM 14 4xb P.T. PROVIDE (1) P05T 51MP50N L5TAI8 STRAP ON EACH EXTERIOR FACE OF P05T, G" MIN END LENGTH` DROPPED BEAM5 PER PLAN REAR WOOD LANAI TYP. BEAM TO P05T CONN. SCALE: 3/4'=1'-0" (1) 51MP50N A35 CLIP EA, 5TRIN6ER 2x OR 1" 0513 DEGKIN6 (TYP) (2)2x8 FLUSH BEAM 5EE DETAIL 38 ON 5TRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT 5HOWN HERE X FLOOR TRU55E5 \ -PER PLAN FA5TEN BL06KIN6 TO CMU w/ 51MP50N MT5MI6 TW15T STRAP. FA5TEN 5TRAP TO GMU W (4) Y4" DIA. x 2 Y4" LONG TITEN 5GREW5 2xb FLAT BLOGKIN6 TO EA. 51DE OF 05B BLOGKIN6 (Ib" MIN. LENGTH) FASTENED DOWN TO GMU W (3) Y4" DIA. x 3 Y2" LON6 TAPGON5. FASTEN LADDER TRU55, TO 2x BLOGKIN6 W 3NO.131" TOENAILS ® 3" o.c. RETROFIT DETAIL R SCALE: s/4"=I'-O" (3) 51N6LE PLY 2x12 SOUTHERN PINE #2 (OR BETTER) 5TRIN6ER5 (1) 51MP50N A35 GLIP ® EA. 5TRIN6ER 2x4 BLOCKING BETWEEN 5TRIN6ER5 FASTENED TO BEAM BELOW w/ (3)IOd NAIL5 2x8 LANDING J015T ® 16" O.G. (3)IOd TOENAILS ® EA. J015T 2x8 LEDGER FASTENED TO GMU w/ (2) Y4" DIA. x %4" LONG TITEN 2 5GREW5 16" O.G. GMU WALL LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN THIS HOME 4 SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REQU I RED ALL APPLICABLE AREAS. THESE WHERE SPECIFICALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. o :* r� �• AT OFop © copyright �MkHt & KULP StructukgAgjn#n5 InIOZI CD z JLU W W z i Z w J na.. N Q � $ H-- ♦ c cc Wr`- � b am �? Tr. 44 m E si a� o Z LU y W M g N MF M&K project number: 068-2001 1 project mgr: J S B drawn by: p R issue date: 10-20-21 REVISIONS: date: initial: 11/02/2021 EMG I� U) J x � � J LL w W U) O Q 0 z x a w J U 0 d U � z 41 Y > o Z (n J J sheet: SDm3 PERMANENT ROOF TRU55 BRACING NOTES: (51NG1-E FAMILY HOME OR TOWNHOU5E 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 SAFETY INFORMATION (BG51) "GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6, RE5TRAINING 4 BRACING OF METAL PLATE CONNECTED WOOD TRU55E5," (2006 EDITION). 2. TOP CHORD BRACING: TOP GHORD5 SHALL BE BRACED BY DIREGT-APPLIED PLYW0001055 5HEATHIN6. IF 5HEATHING 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FASTENED TOP CHORD, CONTACT MrEK FOR BRAGIN6 DE516N. 3. BOTTOM CHORD BRACING: a. THE BOTTOM GHORD5 SHALL BE BRACED BY DIREGT-APPLIED G.W.B. GEILING 4. WEB MEMBER BRACING: THE TRU55 MANUFACTURER SHALL INDICATE THE TRU55 MEMBERS (WE55, VERTIGAL5) THAT REQUIRE LATERAL BRAGIN6/RE5TRAINT. a. 'T' OR 'L' BRACE: WHERE BRAGIN6 15 REQUIRED A5 INDICATED ON SHOP DRAWING, UTILIZE 'T' OR 'L' BRACE5 (REFERENCE BG51-133 FI6URE5 83-18 d 83-14 5HOP APPLIED REINFORCEMENT PER BG51-133 FI6URE5 83-22 4 BG-23 15 ACCEPTABLE. • 'T' d 'L' REINFORCING MATERIAL 5HALL MATCH THE 51ZE OF THE WEB/VERTIGAL MEMBER. • 'L' 3 'T' REINFORCING TO BE A MINIMUM OF 90% OF THE LENGTH OF THE WEB/VERTIGAL MEMBER. • FA5TEN 'L' OR 'T' REINFORCING TO WEBNERTIGAL W/ Ibd GUN NAILS (0.13lx3 I/2") AT 6" O.G. b. CONTINUOU5 LATERAL BRAGIN6 ALTERNATE: WHEN THREE (3) OR MORE 51MILARLY CONFIGURED ROOF TRU55E5 AL16N, GONTINUOU5 ROWS OF LATERAL BRAGIN6 MAY BE U5E0 IN LIEU OF THE ABOVE -NOTED 'L' OR 'T' BRAGE5. • CONTINUOUS ROW5 OF LATERAL BRACING 5HALL GON515T OF MINIMUM 2x4. ROW5 SHALL BE LAP SPLICED ONE TRU55 BEYOND IN EACH DIRECTION. SECURE BRACE TO EACH TRU55 COMPRE5510N WEB W (2) Ibd 6UN NAILS (0.13I0 1/2"). • GONTINUOUS LATERAL BRAGIN6 5HALL BE RESTRAINED BY DIA60NAL BRACING (MIN. 2" THICK NOMINAL LUMBER d MINIMUM 5PF 'STUD' GRADE MATERIAL). TH15 BRACIN6 15 TO BE GONTINUOU5. PROVIDE ONE ROW OF DIAGONAL BRACING AT VERTICAL WEB MEMBER5 OF TRU55E5 CLO5E5T TO EACH GABLE END WALL d ADDITIONAL DIA60NAL5 AT 20'-0" A5 REQUIRED. DIAGONAL BRAGE NAILED TO OPP051TE PROVIDE (2) Ibd NAIL5 o 51DE OF WEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIRECT -APPLIED PLYWOOD/0513 A ROOF 5HEATHIN65 COMPRE5510N WEB (5LOPIN6 OR VERTICAL) COMPONENT ff GLADDIN6 PRE55URE ZONES Gomponents 4 Gladding Wind Pre55ure5 UP TO 140 MPH Wind Zone Exp. B, Ri5k Gat. II Endo5ed, 0.18 Int. Pre55ure Goeff. MEAN ROOF ZONE PRE55URE-50 ZONE PRE55URE50 HT: 25 FT. (P5F) (P5F) ROOF (HIP) O +14A -26.6 2r +14A -36.8 20° TO 27 2e +14A -36.8 0 +14A -3b.8 OI +14A -28.3 2r +14A -45.1 ROOF 2e +14A -28.3 O +14.1 -45.1 (GABLE) 20° TO 21° 2n +14A -45.1 0 +14.01 -53.6 O +21.2 -22A WALL5 O5 +21.2 -28.3 0 OTE:Pre55ure5 charted here are allowable pressures and are permitted to be converted per A5GE -I-lb section 2.4.1 to get an equivalent ultimate load pressure. Divide allowable pressures by a factor of 0.6 to obtain ultimate pressures. Values are based on Wor5t case scenario of 10 p5f (efF. area). Refer to notes on 5-0.0 for roof/wall nailing requirements. seal Git.,,�°� G•E N S�. tic,'„� o •CC •.�� : AT OF 0 �•V . 0 CD Z J� w w CD = z w J Z= H C v WF- H T JJ W y W IV 7 M&K project number: GONTINUOU5 LATERAL BRACE ALTERNATE ® (3) OR MORE ADJACENT 51MILAR TRU55E5 (5EE INDIV. TRU55 5HOP DRAWINGS FOR LOGATIONS) 2x 5TRON6BAGK MAY BE IN5TALLED FOR GON5TRUGTABILITY TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REOV FOR STRUCTURE) project mgr: drawn by: issue date: ... ......... REVISIONS: 05 068-2001 1 JSB DR 10-20-21 GONTIN. LATERAL BRAGIN6 —/ I date: initial: TO LAP AGRO55 MIN. (1) DIRECT -APPLIED I I/02/2021 EMG TRU55 BAY A5 5HOWN 6M GEILIN6 fevisw SLAB FMC W 5EGTION B-B ALIOMIE METHM r+EaE 0) oR MORE S"M rWIM AM 6Ro m WEB MEMBER REQUIRING B BRAGIN6 A5 INDIGATED BY i� TRU% MANUFACTURER 2x STRON6BAGK 2x 5TRON6BAGK5 MAY BE IN5TALLED FOR CON5TRUGTABILITY ^j ,r (NOT REaV FOR TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REaV FOR 5TRUGTURE) a DIRECT -APPLIED PLYWD/0513 DIREGT-APPLIED B V OR 'T' BRACING 6WB GEILING WEB5 DE516NATED BY TRU55 MANUF. TYPICAL TRU55 ELEVATION PERMANENT TRUSS D�T,41 L5�INOTES Ok��IaN6 CT APPLIED CEILING W 0 J lL w Q Z nnW I� O x IL J Cn d � w 0 � � U D z 0 Z W """ J J LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME $ SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REGU I RED ALL APPLICABLE AREAS. THESE WHERE 5PEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. sheet: PBSBIII41 • qp r