Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
36801 Yesler Dr
5 f� f1 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 ANGLE MIN MINIMUM @ AT MIR MIRROR ML MICRO LAM BD. BOARD M.O. MASONRY OPENING BF BI-FOLD MTL METAL BLDG. BUILDING BM. BEAM N.I.C. NOT IN CONTRACT BLKG BLOCKING (NTS) NOT TO SCALE B.O. BOTTOM OF B.P. BI-PASS DOOR OBS OBSCURED BRG. BEARING O.C. ON CENTER BRK. BRICK OHGD OVERHEAD GARAGE DOOR OPER OPERATOR C.J. CONTROL JOINT OPNG OPENING q CENTER LINE OPT OPTIONAL CMU CONCRETE MASONRY UNIT OSB ORIENTED 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 STAIR CM CROWN MOLDING PKT POCKET DOOR CR CHAIR RAIL PNL PANEL PLYWD PLYWOOD D DRYER PREFAB PREFABRICATED d PENNY PR PAIR DBL. DOUBLE PROJ PROJECTED DIA. DIAMETER PSI POUNDS PER SQUARE INCH DIR. DIRECTION PSF POUNDS PRE SQUARE FOOT DN DOWN P.T. PRESSURE TREATED DR DOOR DW DISH WASHER QUAD QUADRUPLE DWG DRAWING D.S. DOWNSPOUT REF REFRIGERATOR DTL DETAIL REINF REINFORCED REQ'D REQUIRED EA. EACH RNG RANGE E.J. EXPANSION JOINT R.O. ROUGH OPENING ELEC. ELECTRICAL R RISER ELEV ELEVATION RND ROUND EQ. EQUAL R&S ROD AND SHELF EQUIP. EQUIPMENT EXP EXPANSION SC SOLID CORE EXT. EXTERIOR SCHEM SCHEMATIC EE EACH END SHLF SHELF SHT SHEET FD FLOOR DRAIN SHWR SHOWER FIN. FINISHED FLOOR SIM SIMILAR FND. FOUNDATION SH SINGLE HUNG FLR. FLOOR S.S. STAINLESS STEEL FP FIREPLACE STL STEEL 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 INSUL. INSULATION wC WATER CLOSET INT. INTERIOR WD WOOD WWM WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB VLl a n I OnTM C/ O t7"1 n �;11"1ip- 'Cm 90 Matawan Road —LLC- Matawan, NJ 07747 (732) 383-2200 IVANHOE ASPIRE ELEVATION "B" 36801 YESLER DRIVE ZEPHYRHILLS, FL 33542 TERMITE TREATMENT TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." RELEASE HISTORY AREA TABULATION. ELEVATION "B" 1ST FLOOR 1,131 SF 2ND FLOOR 1,535 SF TOTAL A/C 2,666 SF ENTRY 41 SF GARAGE 453 SF LANAI 120 SF TOTAL UR 3,280 SF 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 I COVERSHEET & BUILDING DATA CS2 A1.1 A2.1 A2.2 A3.1 A4.1 A5.1 A5.2 WP-1 WP-2 E1.1 P1.1 S-0.0 F-1.0 F-2.0 S-1.3 SD-1 SD-2 SD-3 PBSB-1 I GENERALNOTES 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 SLAB PLAN BLOCK PLAN SECOND FLOOR FRAMING PLAN ROOF FRAMING PLAN FOUNDATION DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS ALL tuft RPVAlLIN( NAT rQ , E d i:INI N ?>, PLAN ¢.f 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 1. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE FEET, OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 11/2 FLASHINGS SHALL BE USED TO SEAL ROOFING SYSTEMS, WHERE THE SYSTEM IS INTERRUPTED OR TERMINATED AND SHALL BE INSTALLED IN A MANNER THAT PREVENTS MOISTURE FROM ENTERING THE WALL THE GARAGE SHALL BE IN ACCORDANCE WITH SECTIONS R302.5.1 THROUGH R302.5.3. 2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES ABOVE THE FLOOR, INCHES (38 MM) BETWEEN THE WALL AND THE HANDRAILS. AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE PERMEABLE MATERIALS AND AT R302.5.1 OPENING PROTECTION 3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES ABOVE THE FLOOR; AND INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES, EXCEPTIONS: R903.2.1 LOCATIONS NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED 5. MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. 1. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE TURN. FLASHINGS SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, WHEREVER THERE IS A CHANGE IN WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES (35 MM) IN THICKNESS, SOLID OR 2THE USE OF A VOLUTE, TURNOUT, STARTING EASING OR STARTING NEWEL SHALL BE ALLOWED . ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. WHERE FLASHING IS OF METAL, THE METAL HONEYCOMBCORE STEEL DOORS NOT LESS THAN 13/8 INCHES (35 MM) THICK, OR 20-MINUTE FIRE -RATED R308.5 GLAZING AND WET SURFACES . OVER THE LOWEST TREAD. SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN PROVIDED IN TABLE R903.2.1 OR IN DOORS. GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, COMPLIANCE WITH RAS 111. 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. R302.6 DWELLING -GARAGE FIRE SEPARATION THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL ANY STANDING OR WALKING SURFACE SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. THIS GRASPABILITY. R903.2.3 MEMBRANE FLASHINGS COMPLY WITH SECTION R302.5. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R702.3.5. SHALL APPLY TO SINGLE GLAZING AND EACH PANE IN MULTIPLE GLAZING. ALL MEMBRANE FLASHING SHALL BE INSTALLED ACCORDING TO THE ROOF ASSEMBLY MANUFACTURER'S THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE 1. TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT PUBLISHED LITERATURE. PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. EXCEPTION: GLAZING THAT IS MORE THAN 60 INCHES, MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SWIMMING POOL OR FROM LESS THAN 11/4 INCHES (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF NOT LESS THAN 4 INCHES (102 MM) AND NOT R905.1.1.1 UNDERLAYMENT FOR ASPHALT, METAL, MINERAL SURFACED, SLATE AND SLATE -TYPE ROOF TABLE R302.6 DWELLING -GARAGE SEPARATION THE EDGE OF A SHOWER, SAUNA OR STEAM ROOM. GREATER THAN 61/4 INCHES (160 MM) WITH A CROSS SECTION OF DIMENSION OF NOT MORE THAN 21/4 INCHES (57 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 MM). COVERINGS UNDERLAYMENT FOR ASPHALT SHINGLES, METAL ROOF SHINGLES, MINERAL SURFACED ROLL ROOFING, FROM THE RESIDENCE AND ATTICS R308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS SLATE AND SLATE -TYPE SHINGLES, AND METAL ROOF PANELS SHALL COMPLY WITH ONE OF THE FOLLOWING NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INCHES ABOVE THE 2. TYPE II. HANDRAILS WITH A PERIMETER GREATER THAN 61/4 INCHES (160 MM) SHALL HAVE A METHODS: FROM HABITABLE ROOMS ABOVE THE GARAGE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF STAIRS GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. THE FINGER RECESS SHALL BEGIN 4. TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT SHALL BE NOT LESS THAN 5/8-INCH TYPE X GYPSUM BOARD OR EQUIVALENT AND RAMPS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. WITHIN A DISTANCE OF 3/4 INCH (19 MM) MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE INSTALLED AS FOLLOWS: APPLY A 19-INCH (483 MM) STRIP OF UNDERLAYMENT FELT PARALLEL TO AND STRUCTURE(S) SUPPORTING FLOOR/CEILING ASSEMBLIES USED FOR SEPARATION REQUIRED BY THIS PROFILE AND ACHIEVE A DEPTH OF NOT LESS THAN 5/16 INCH (8 MM) WITHIN 7/8 INCH (22 MM) BELOW THE STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING AT THE EAVE, APPLY SECTION R308.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR NOT LESS THAN 3/8 36-INCH-WIDE (914 MM) SHEETS OF UNDERLAYMENT, OVERLAPPING SUCCESSIVE SHEETS 19 INCHES (483 MM); NOT LESS THAN 1/2-INCH GYPSUM B R E SU BOARD O 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) GYPSUM BOARD. GARAGES: GUARDS 5. TWO LAYERS OF A REINFORCED SYNTHETIC UNDERLAYMENT THAT HAS A PRODUCT APPROVAL AS AN ALTERNATIVE TO UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II SHALL BE PERMITTED TO BE USED. R309.1 FLOOR SURFACE SYNTHETIC UNDERLAYMENT SHALL HAVE A MINIMUM TEAR STRENGTH OF 15 LBF IN ACCORDANCE WITH ASTM FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX: GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL. R312.1,1 WHERE REQUIRED D4533 AND A MINIMUM TENSILE STRENGTH OF 20 LBF/INCH IN ACCORDANCE WITH ASTM D5035, AND SHALL GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF OPEN -SIDED WALKING SURFACES, INCLUDING MEET THE LIQUID WATER TRANSMISSION TEST OF SECTION 8.6 OF ASTM D4869. SYNTHETIC UNDERLAYMENT R302.9 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR WALL AND CEILING FINISHES THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO STAIRS, RAMPS AND LANDINGS, THAT ARE LOCATED MORE THAN 30 INCHES (762 MM) MEASURED SHALL BE INSTALLED AS FOLLOWS: APPLY A STRIP OF SYNTHETIC UNDERLAYMENT THAT IS HALF THE WIDTH FLAME SPREAD AND SMOKE -DEVELOPED INDEXES FOR WALL AND CEILING FINISHES SHALL BE IN FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 24 INCHES (610 MM) HORIZONTALLY OF A FULL SHEET PARALLEL TO AND STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4. TO THE EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD. STARTING AT THE EAVE, APPLY FULL SHEETS OF REINFORCED SYNTHETIC UNDERLAYMENT, OVERLAPPING SUCCESSIVE SHEETS HALF THE WIDTH OF A FULL SHEET PLUS THE WIDTH OF THE MANUFACTURER'S EGRESS: R312.1.2 HEIGHT SINGLE -PLY OVERLAP. END LAPS SHALL BE 6 INCHES AND SHALL BE OFFSET BY 6 FEET. SYNTHETIC R302.10 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR INSULATION REQUIRED GUARDS AT OPEN -SIDED WALKING SURFACES, INCLUDING STAIRS, PORCHES, BALCONIES OR UNDERLAYMENT SHALL BE ATTACHED TO A NAILABLE DECK WITH CORROSION -RESISTANT FASTENERS WITH A FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH R310.2.1 MINIMUM OPENING AREA LANDINGS, SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN HEIGHT AS MEASURED VERTICALLY ABOVE MAXIMUM FASTENER SPACING, MEASURED HORIZONTALLY AND VERTICALLY, OF 12 INCHES (305 MM) O.C. SECTIONS R302.10.1 THROUGH R302.10.5. EMERGENCY AND ESCAPE RESCUE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 THE ADJACENT WALKING SURFACE OR THE LINE CONNECTING THE LEADING EDGES OF THE TREADS. BETWEEN SIDE LAPS, AND ONE ROW AT THE END AND SIDE LAPS FASTENED 6 INCHES (152 MM) O.C. FIREBLOCKING: SQUARE FEET. THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24 INCHES AND THE NET UNDERLAYMENT SHALL BE ATTACHED USING ANNULAR RING OR DEFORMED SHANK NAILS WITH METAL OR CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES. EXCEPTIONS: PLASTIC CAPS WITH A NOMINAL CAP DIAMETER OF NOT LESS THAN 1 INCH. METAL CAPS ARE REQUIRED 1. GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 34 INCHES (864 MM) WHERE THE ULTIMATE DESIGN WIND SPEED, VULT, EQUALS OR EXCEEDS 170 MPH. METAL CAPS SHALL HAVE R302.11 FIREBLOCKING EXCEPTION: GRADE FLOOR OR BELOW GRADE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. A THICKNESS OF NOT LESS THAN 32-GAGE SHEET METAL. POWER -DRIVEN METAL CAPS SHALL HAVE A IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO CUT OFF BOTH VERTICAL AND LESS THAN 5 SQUARE FEET. 2. WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDES OF STAIRS, THE TOP MINIMUM THICKNESS OF 0.010 INCH. MINIMUM THICKNESS OF THE OUTSIDE EDGE OF PLASTIC CAPS SHALL BE HORIZONTAL CONCEALED DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN OF THE GUARD SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE THAN 38 INCHES (965 MM) 0.035 INCH. THE CAP NAIL SHANK SHALL BE NOT LESS THAN 0.083 INCH FOR RING SHANK CAP NAILS. CAP NAIL STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. R310.2.2 WINDOW SILL HEIGHT AS MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. SHANK SHALL HAVE A LENGTH SUFFICIENT TO PENETRATE THROUGH THE ROOF SHEATHING OR NOT LESS WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL HAVE A THAN 3/4 INCH INTO THE ROOF SHEATHING. FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAMED CONSTRUCTION IN THE FOLLOWING LOCATIONS: SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR. R312.1.3 OPENING LIMITATIONS REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED R905.2.4.1 WIND RESISTANCE OF ASPHALT SHINGLES (IF APPLICABLE) 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND R310.1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES GUARD HEIGHT THAT ALLOW PASSAGE OF A SPHERE 4 INCHES (102 MM) IN DIAMETER. ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTIONS R905.2.6 AND R905.2.6.1. PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM R905.3 CLAY AND CONCRETE TILE 1.1.VERTICALLY AT THE CEILING AND FLOOR LEVELS. WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. WINDOW OPENING CONTROL DEVICES EXCEPTIONS: THE INSTALLATION OF CLAY AND CONCRETE TILE SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S 1.2.HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET (3048 MM). COMPLYING WITH ASTM F2090 SHALL BE PERMITTED FOR USE ON WINDOWS SERVING AS A REQUIRED 1. THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR, FORMED BY THE RISER, TREAD AND INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND 2. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS EMERGENCY ESCAPE AND RESCUE OPENING. BOTTOM RAIL OF A GUARD, SHALL NOT ALLOW PASSAGE OF A SPHERE 6 INCHES (153 MM) IN DIAMETER. CLAY ROOF TILE INSTALLATION MANUAL, SIXTH EDITION WHERE THE VASD IS DETERMINED IN ACCORDANCE OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 2. GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF A WITH SECTION R301.2.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. R312.2.1 WINDOWSILLS SPHERE 43/8 INCHES (111 MM) IN DIAMETER. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.7. IN DWELLING UNITS, WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING IS LOCATED LESS EXHAUST SYSTEMS: 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, THAN 24 INCHES (610 MM) ABOVE THE FINISHED FLOOR AND GREATER THAN 72 INCHES (1829 MM) ABOVE CONCRETE FLOORS: WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING, THE OPERABLE - M1501.1 OUTDOOR DISCHARGE COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: R506.2.3 VAPOR RETARDER THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS IN E136 REQUIREMENTS. A 6-MIL (0.006 INCH; 152 MM) POLYETHYLENE OR APPROVED VAPOR RETARDER WITH JOINTS LAPPED NOT N ACCORDANCE WITH SECTION M1506.3. AIR SHALL NOT BE EXHAUSTED INTO A ATTIC, SOFFIT RIDGE VENT OR 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R1003.19. 1. OPERABLE WINDOWS WITH OPENINGS THAT WILL NOT ALLOW A 4-INCH-DIAMETER (102 MM) SPHERE LESS THAN 6 INCHES (152 MM) SHALL BE PLACED BETWEEN THE CONCRETE FLOOR SLAB AND THE BASE CRAWL SPACE. 6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING TO PASS THROUGH THE OPENING WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. COURSE OR THE PREPARED SUBGRADE WHERE NO BASE COURSE EXISTS. UNIT SEPARATION. 2. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT M1502.4.5 DRYER DUCT LENGTH COMPLY WITH ASTM F2090. EXCEPTION: THE VAPOR RETARDER IS NOT REQUIRED FOR THE FOLLOWING: THE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE DETERMINED BY ONE OF THE METHODS R302.11.1 FIREBLOCKING MATERIALS 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES THAT 1. GARAGES, UTILITY BUILDINGS AND OTHER UNHEATED ACCESSORY STRUCTURES. SPECIFIED IN SECTIONS M1502.4.5.1 THROUGH M1502.4.5.3. EXCEPT AS PROVIDED IN SECTION R302.11, ITEM 4, FIREBLOCKING SHALL CONSIST OF THE FOLLOWING 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. 1 T DOES N L LENGTH OF THE EXHAUST UST DUCT O S OTIN INCLUDE THE TRANSITION DUCT. 3. ONE THICKNESS OF 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS WITH JOINTS BACKED BY STAIRWAYS SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN CLEAR WIDTH AT ALL POINTS ABOVE THE 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS. PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. THE CLEAR WIDTH OF WALL COVERING: MANUFACTURER'S INSTRUCTIONS 4. ONE THICKNESS OF 3/4-INCH (19.1 MM) PARTICLEBOARD WITH JOINTS BACKED BY 3/4-INCH (19.1 MM) THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL BE NOT -` THE SIZE AND MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL IC DETERMINED BY THE DRYER THE SIZE A MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE CODE OFFICIAL SHALL BE PROVIDED WITH A COPY OF 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 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 TABLE M1502.4.5.1 SHALL BE USED. 7. BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED MATERIALS R311.7.2 HEADROOM WITH THE MANUFACTURERS RECOMMENDATIONS.MANUFACTURER, 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 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 STAIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF THIS SECTION. FOR THE PURPOSES OF ST NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS (ASTM C1325) EA LED CONCEALED SPACE OF AFLOOR-CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE THIS SECTION, DIMENSIONS AND DIMENSIONED SURFACES SHALL BE EXCLUSIVE OF CARPETS, RUGS OR ATTENTION GENERAL CONTRACTOR /BUILDER: AREA THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET (92.M2). TOPPING RUNNERS. WINDOW INSTALLATION ISSUANCE OF PLANS FROM THE ARCHITECT SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS R311.7.5.1 RISERS WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL THE RISER HEIGHT SHALL BE NOT MORE THAN 73/4 INCHES (196 MM). THE RISER SHALL BE MEASURED INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BE PROVIDED IN FLOOR -CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY 1.CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 MM). R703.4 FLASHING REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF THE TREAD ABOVE AT APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE ARCHITECT, THE ARCHITECT SHALL NOT BE HELD 2.FLOOR FRAMING IS CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS. AN ANGLE NOT MORE THAN 30 DEGREES (0.51 RAD) FROM THE VERTICAL. OPEN RISERS ARE PERMITTED ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE RESPONSIBLE. PROVIDED THAT THE OPENINGS LOCATED MORE THAN 30 INCHES (762 MM), AS MEASURED VERTICALLY, MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED R302.12.1 MATERIALS TO THE FLOOR OR GRADE BELOW DO NOT PERMIT THE PASSAGE OF A 4-INCH-DIAMETER (102 MM) MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSPECTION NOTES: DRAFTSTOPPING MATERIALS SHALL BE NOT LESS THAN 1/2-INCH (12.7 MM) GYPSUM BOARD, 3/8-INCH (9.5 SPHERE. INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO WORK SHALL NOT BE DONE BEYOND THE POINT INDICATED IN EACH SUCCESSIVE INSPECTION WITHOUT FIRST MM) WOOD STRUCTURAL PANELS OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. OBTAINING THE APPROVAL OF THE BUILDING OFFICIAL. THE BUILDING OFFICIAL, UPON NOTIFICATION, SHALL DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS UNLESS R311.7.5.2 TREADS SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR MAKE THE REQUESTED INSPECTIONS AND SHALL EITHER INDICATE THE PORTION OF THE CONSTRUCTION OTHERWISE APPROVED BY THE BUILDING OFFICIAL. THE INTEGRITY OF THE DRAFTSTOPS SHALL BE THE TREAD DEPTH SHALL BE NOT LESS THAN 10 INCHES (254 MM). THE TREAD DEPTH SHALL BE FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A THAT IS SATISFACTORY AS COMPLETED, OR NOTIFY THE PERMIT HOLDER OR HIS OR HER AGENT WHEREIN MAINTAINED. MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER THE SAME FAILS TO COMPLY WITH THIS CODE. ANY PORTIONS THAT DO NOT COMPLY SHALL BE CORRECTED ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. THE GREATEST TREAD JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS AND SUCH PORTION SHALL NOT BE COVERED OR CONCEALED UNTIL AUTHORIZED BY THE BUILDING OFFICIAL. HAZARDOUS LOCATIONS: DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR FOUNDATION INSPECTION NOTES: MM). WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE R308.4.1 GLAZING IN DOORS R311.7.5.3 NOSINGS EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED GLAZING IN FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE NOSINGS AT TREADS, LANDINGS AND FLOORS OF STAIRWAYS SHALL HAVE A RADIUS OF CURVATURE AT 1.EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. n 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)1' 2. DECORATIVE GLAZING LAYERS OF WATER RESISTANT BARRIERS IN ACCORDANCE WITH FLORIDA BUILDING CODE 7TH EDITION (?020) 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 ,( DOORS. R308.4.2 GLAZING ADJACENT TOINCHES (279 MM). APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TO ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS FLOOD ZONE REQUIREMENTS: BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 R311.7.8 HANDRAILS OR DETAILS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. INCHES ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH FLIGHT WITH FOUR OR MORE AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT MECHANICAL AND HVAC: CONDITIONS: RISERS. WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE. 1. WHERE THE GLAZING IS WITHIN 24 INCHES OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE R311.7.8.1 HEIGHT SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. DOOR IN A CLOSED POSITION. HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, PROTECTION AT THE HEAD AND SIDES. 1.2. IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER 2. WHERE THE GLAZING IS ON A WALL LESS THAN 180 DEGREES FROM THE PLANE OF THE DOOR IN A OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE PROFESSIONAL. PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR CLOSED POSITION AND WITHIN 24 INCHES OF THE HINGE SIDE OF AN IN -SWINGING DOOR. THAN 38 INCHES (965 MM). 1.3. IN ACCORDANCE WITH OTHER APPROVED METHODS. REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (762 mm) DEEP AND 30 INCHES (762 mm) WIDE 1.4. IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. EXCEPTIONS: EXCEPTIONS: FMA/AAMA/WDMA 400. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING 1. DECORATIVE GLAZING. 1. THE USE OF A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED OVER THE LOWEST 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. #26 GAUGE (0.48 mm) SHEET STEEL OR OTHER 2. WHERE THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR TREAD. STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. AND THE GLAZING. 2. WHERE HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE CONTINUOUS TRANSITION 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 3. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR LESS IN BETWEEN FLIGHTS, TRANSITIONS AT WINDER TREADS, THE TRANSITION FROM HANDRAIL TO GUARD, OR 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. INCHES (76 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY WITH SECTION R308.4.3. USED AT THE START OF A FLIGHT, THE HANDRAIL HEIGHT AT THE FITTINGS OR BENDINGS SHALL BE 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN 4. GLAZING THAT IS ADJACENT TO THE FIXED PANEL OF PATIO DOORS. PERMITTED TO EXCEED 38 INCHES (956 MM). WOOD -FRAME CONSTRUCTION. AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF 6. AT WALL AND ROOF INTERSECTIONS. STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. _ w �0>.� wWz0 E ¢ O U) C) w _ J Y O F- z ,6 LL O cn _O zzzf-z_ OC�ag� ww=moo_ _3 U) 0 U = Z LL U) �I-Qz� cc C ZZ � Q Q O W o O U � O ice^! Lf LL� i� W O z w O X z O_ r OC tn w tn O ❑. M, as wz G E N�S�...y N L4 T bo i 4 ✓�: LINKS ATCALUA SPRINGS' PLAN,# 6103 RELEASED: 10/5/21 SHEET CS2 v� C7 z ❑ cd W z J d w w _ F- z U) H _ 0 w CL O Ir w cc w _ F_ O z t- c0 O � W_ >w w w a w U) d) W X w U) w 2 O z z z O _ Old __ l 00 r BEDROOM 4 8'-0" CLG *3050 SH (36"X60" EGRESS) ��:: �y LINE OF 3050 SH ENTRY BELOW 7'-0" 7'-0" 10'-4" 10'-0" 14'-0" 26'-0" 40'-0" SECOND FLOOR PLAN SCALE: 1 /4"=1'-0" f� 6'-4 *3050 SH (36"X60" EGRESS) BEDROOM 2 8'-0" CLG 1 2'-5" 3 SIDED ACRYLIC SURROUND XFER GRILL WASHER BOX r---- n Ne LNDRY -� u m -0" CLG I II �� --- -� _jII ID WII 8' (nl' -- - O N RYER VENT 3,_72„ R&S 4"_91„— BR3 WIC 11 uod) 8'-0" CLG I °C I I I ADD �' OSB T 2� MECH. CL. 3'-12" CEILING FOR FIRE DRAFT STOP 8'-5" BEDROOM 3 8'-0" CLG *3050 SH (36"X60" GRESS) mi C___ ol 40'-0" 16'-8" 12'-0" 11'-4" 6" 11,_0„ 611 STUCCO WRAPPED o - -- BEAM @T-8" ---- o a : STUCCO WRAPPED a = Q c 4X6 POSTS Q I CC I 02 LANAI 02 p - U W 8'-8" CLG. U W MOISTURE RESISTANT i cn ~ DRYWALL CLG. 1 2'-0" 1 4'-0" 8'-0" 6'-0" I I I (2)25 SH 6068 SG TEMP 25 SH I I 27'-011> 11'-8" m CD 1 = T 3'-52"" 6'-1 " � ii- Nk- DINING AREA 8'-8" CLG _ GREAT CQ T �I °O M ROOM - In 8'-8" CLG 0 ° 2X4 STUD N WALL & 1 "" \ SOFFIT BELOW BRK 32 STAIR W/ ---- JL I 1 GYP. BD. 8'-1" 6,_5„ 4'-4" 7,_9", 11 8,_6„ 9"_82"" , 1,_ 11 REF, KITCHEN WAtELINE 8'-8" C r co 4 p 42" LOW WALL ___ _ U____(0 IN 3'-62" I I I I I I I I I1 16R 8,_Q„ N EF----- PTRY UP cv WH INE OFFn r, s:rrl =l.r..x . r .err 1 I I 1 36" HT. HNDRL. 1 I FLOOR �j 2 -2�'w ABOVE BOLLARD PER 1 - X ' WALL BOARD 3 M o o r aN COMMUNITYSPECS ON GARAGE SIDE N Q N Q ' I CV PROVIDE 2868 W/ 1 I 1 INSULATION AS SELF (2)2X4 i i STORAGE�3'-0" A4.1 REQ'D CLOSER WALL (4)12" SH we L-- L �o� r 1'-112„ 2„ X U)E STE - CONCRETE TIN Q k BATH 1„ N CURB o -72 8'-7„ �6� 3 "' 6.32" 20'-2" N o } � BRK 2 CAR GARAGE " ¢ SHOWER XFER FOYER$ 8'-8 CLG HEAD & GRILLF�----------------------------------- ---�� I 5/8" TYPE "X" I CONTROLS CEILING BOARD j EXTRA SUITE '`.ABv. BEDROOM 8'-8' a o �L ENTRY i ,><, N -- t— I $r$"ZCG I I • ` I I I Ct5 O I U) 2'-12" LINE OFF 16070 GARAGE DOOR 10 -612," I I FL OR ABOVEFLAT SOFFIT @ 7 -4 AFF 00 _ N 1 - FLAT - - - SOFFIT *25 SH 7'-4" AFF 37"x63" EGRESS I Q�/�( 5'-4" 8'-V" (� 9" 3'-11" '-4" '-4" I 16'-0" 14'-0" ek 6'-0" 20'-0" 40'-0" ' 2 FIRST FLOOR PLAN SCALE: 1 /4"=1'-0" m co 9 N Il A5.1 LEGEND SYMBOLS A BUILDINGIWALL SECTION SHT MARKER QINTERIOR ELEVATION MARKER EMERGENCY ESCAPE & RESCUE �JP ELEVATION STEP BRKX FLOORING BREAK WALL TYPES 0 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 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" �.rncn�Ir 1 HANDRAIL GRASPABLE 1-1/2" MIN HANDRAIL; 1 1/4" MIN TO 1/2" MIN 2" MAX DIAMETER °O RETURN HANDRAII 'v M SECTION PLAN PROVIDE HANDRAIL IN COMPLIANCE WITH FBC 7th EDITION TYPICAL DOOR PLACEMENT DIAGRAMS F_n_ i F._n_ ODOORS LOCATED WITHIN A LENGTH OF WALL ARE TO BE CENTERED UNLESS DIMENSIONED OR NOTED OTHERWISE. DOORS LOCATED ADJACENT TO WALL INTERSECTIONS ARE TO BE PLACED 3" 21 _811 B MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL SOLID SURFACE BRACKET SPACED 16" O C FOR COUNTERTOP (SVERHANGS GREATER THAN 10" TOP PLATE 2x4 STUD WALL 1-2 MAX. SEE PLANS FOR WALL LAYOUT 1/2" GYP. tBASE CABINET AS - BD. PER SHOP DWGJ N i WD.BASE MOLDING FINISH FLOOR—, FINISH FLOOR "..r_ w cr w z o = 3: O } I-- > oC Q 0 W❑I- U)ULuw Q = W ~ 2 J ❑ cr Y01-Z �LLOOcl) zzzP'z U) Q z cc J EL=ccp- _jW c)❑OU Z:)=ZLLU) �I--QZ❑ r 'ter n Q OR Qo Q z ® 0 cn 0 o U Z W m< � J r� V Chi Q r� z O O U) LLM O m w O X z �M O_ DC U tn W U) cno EO aa 7 4� S TE OF o G 0 (:OM LAITY: LINKS AT CALUA SPRINGS PLAN # 6103 RELEASED: 10/5/21 SHEET <1, cj 2'-n" FOAM LOUVER DETAIL SCALE: 3/4"=1'-0" , GARAGE HEAD TRIM DETAIL _ SCALE: 3/4"=1'-0" WINDOW HEAD \TIVE R RATIVE TER WINDOW SILL d WINDOW HEAD & SILL DETAIL SCALE: 3/4"=1'-0" 11 IN 12 5 5:12 ROOF SHINGLES PER COMMUNITY SPECS (TYP.) SCALE: 1/4"=1'-0" IBLDG. HEIGHT- 5:12 0 ROOF SHINGLES PER 12 COMMUNITY SPECS 5 (TYP.) FOAM LOUVER 6" FASCIA (TYP.) 4" WIDE STUCCO BAND (+1) T.O. WALL - - T.O. WINDOW - !— — — — — — — — — — — — 1 '-0" 18" DECORATIVE FOAM SHUTTERS 4" WIDE STUCCO BAND (+1) Il���rirll►l�P�riU 12 5 12 5 I 4" WIDE STUCCO BAND (+1) r *25 SH FIN. FLOOR - - - N - - - - GRADE 1'-4" STUCCO BAND RETURN FRONT ELEVATION SCALE: 1/4"=1'-0" 3068 1 (2)25 SH FIN. FLR. 12 5 24"X30" DECORATIVE FOAM LOUVERED DETAIL Z1-0 " 18" DECORATIVE FOAM SHUTTERS 3 *3050SH *3050SH��— — — — — — — — — — - N T.O: 2ND FL CJ — - - - — ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 6" FASCIA -- 2 6" WIDE STUCCO BAND (+1) 4" WIDE STUCCO BAND (+1) FIN. FLOOR_ GRADE 16070 GARAGE DOOR PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISHr TRIM COLOR SAND FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C 1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) cr W CC Lu Wz0= 0 >- H Lu 5;EE ao uj C, F- cnUW w apw� _ F- 5;J 7 I Y YOz IL O O U) z z Z H Lu Z_ Lu J Q 2 J W 0- = cr- a- U p 00 cA �I-Qz0 a Zo ^1 rz Q O � a H U) z 0 o ® w w 0 oA � w cid 0 1-0 _ z w 0 0 3 O U) W ZW O d ujz aaaga �4. • CST 'COMMUNITY: LINKS AT CALUA SPRINGS PLAN # 6103 RELEASED: 10/5/21 SHEET A2. I z _u Q z z rn z :n O z_ z J) z J 2 Ij :n A z :n :7 z z A i O z i 7C O z Q 2 2 U :n :n Jj z ji J) ji x r J jj z 2 x n L L z Q z Q z O n m c, ROOF SHINGLE COMMUNITY SPECS 4" STUCCO c 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 =.r: eK S TRIM COLOR SAND FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C 1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C 1063 (CURRENT EDITION) W o _ c �00� >�ao W�C)� cnUWw _ < Ww - J > Im cr Y 0 F- z od LL00C/) z z z ~ z < Q T- -i J W a-=�G. -i U) p 0 U n z LL U) z0 �I-Qcz Q N c n Z H 51 U) 0 z ® 0 0 U 0 W j � it? W i�i w 0 z U) w 0 z m< O_ E UU)i W 0 Z z O d rn [a ilxZ aaaaa .' ju 0 �6 2021 .��3000i COMMUNITY: LINKS AT CALUA SPRINGS PLAN # 6103 RELEASED: 10/5/21 SHEET A2.2 P F F._ii J..k.—D—Ul:Alll@JIL 1UiAllLAAEiikkdWu 11.1wsi,;illu ,i f3 0 ROOF PLAN SCALE: 1 /4"=1'-0" LOWER ROOF ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 120 SQ. FT. 1 15 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SQ. IN. / LF. I 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 SQ. 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 t`��eetetetr®i E`erG.F N � �� ST E 0 '�.� O •R 10 fills w 2 (r �z0� O }- >cr<0 w:D❑F- U) w _ F- J ❑ Cr_ M CC Y O H Z o6 LL O U) _O zzzP:w CCJ Q J wIZ=It _3c)000 = Z LL U) �I-QZ❑ ^/ c Q o O zap �v Q O gH 2 0 r� V CL 0 �! 0 L� w 0 3 z 0 cn w Uw O �'.a a a a yt all COMMUNITY: LINKS AT CALUA SPRINGS PLAN # 6103 RELEASED: 10/5/21 SHEET A3,1 R■ 1 Xs c (RIPP CASH I BY SF GYP. 2X4 KNEEW{ BASE BOA PER SPEC STAIR SECTION SCALE: 1 /2"=1'-0" SKIRT BOARD / CURB DETAIL SCALE: 1 "= 1'-0" SKIRTBOAF PER SPEC. VKIPF=1A/AI I nl=TAII SCALE: 1 "= V-0" AT FOOT OF STAIR G. 41 f` No 7 4 ®�. S E OF s 0 N Al W LLI LUZ �0>-1-- >oCaO W Z)0E— cAUW W Q = W H _ J IYww �101—Z 06Ii00U) zZzFz J Q J LL, i U p O v p—zLLcn �F=—QZp cz N Q O O � Q g� Z O U O ® u w 0 A o) Ct$ In W m 0 1--j 0 x z O E=- O. rr W W U Zw Od r A wz -Ni h i � a ®Cfi p 6 2021 ��� COMMUNITY: LINKS AT CALUA SPRINGS PLAN # 6103 RELEASED: 10/5/21 SHEET A4. I 0 00 0o N t\ 00 N n 11 0 T.O. WALL _ T.O_WINDOW SECOND FLOOR T.O. MASONRY - T.O. WINDOW _ FIRST FLOOR RAD GE T.O. WALL _ T.O. WINDOW SECOND FLOOR T.O. MASONRY T.O. WINDOW ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) 1 A5.1 12 5 i PRE-ENG. ROOF TRUSSES (SEE FRAMING SHEET FOR DETAILS) INSULATION PER ENERGY CALCS. L. HALL CL. HALL BATH FLO R FRAMING SEE ST UCTURA I DRAWINGS DINING AREA (KITCHEN BEYOND) SCALE: 1 /4"=1'-0" ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) 2X8 WALL 42" LOW WALL CL 12 5 BEDROOM 4 EXTERIOR WALL BATT. INSULATION SEE ENERGY CALCS INSULATION PER J ENERGY CALC. TYP. BOTTOM OF LINTEL - 2 CAR GARAGE @ T-4" A.F.F. 2 A5.1 i 12 5 PRE-ENG. ROOF TRUSSES (SEE fFRAMING SHEET FOR DETAILS) / INSULATION PER ENERGY CALCS. HALL ' FLOOR FRAMING SEE STRUCTURAL ' DRAWINGS INSULATION PER ENERGY CALC. TYP. 12 5 ,MECH BR 3 WIC GREAT ROOM 2 CAR GARAGE II ._; BUILDING SECTION SCALE: 1 /4"=1'-0" EXTERIOR WALL BATT. INSULATION SEE ENERGY CALCS G�r��� N 8 ST JEE JC A„' x W } 2 � �OOt- } >x<0 W:3pl- U W w ::) W Q 1-- 2 H > J YOF- Z ,6tL00(6 z z z ~ Z � Q (/) <C J W � _ �Up0U p2zLU) �I-¢z� . �, co Q� (�rt- I- Vl o I...y Vj 1Im in O I D w z 0 U W zUd O " 48m r • r �1 • r a xl • tv� T ,.O 6 202i COMMUNITY: LINKS AT CALUA SPRINGS PLAN # 6103 RELEASED: 10/5/21 SHEET A *I 63 c, INSULATION AS PER SPECS. 1/2" (MIN.) CLG. BD. - PRE-ENGINEERED - GABLE END ROOF TRUSS - REFER TO STRUCTURALS TYP. PE SEE )F P 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 OIL TOP OF C.M.U. l4w(REFER TO ELEV.) 2X ALUM WRAPPED FASCIA BD. w/ALUM DRIP EDGE SOFFIT INSTALLED PER MANUF. SPECS 2X PT BLOCKING HURRICANE STRAP - REFER TO STRUCTURALS NT ROOF DETAIL SCALE: 1/2" = 1'-O" 2-STORY - FRAMED WALL ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER R905.1.1.1 (SEE SHEET CS2) OR CONCRETE TILE W/ SELF ADHERED MEMBRANE UNDERLAYMENT 60 MIL. OR EQUAL 12 SEE ROOF PRE-ENGINEERED ROOF PLAN TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. \ > HURRICANE STRAP EACH END > OF TRUSS - REFER TO \ > STRUCTURAL. TOP OF WALL (REFER TO ELEV.) INSULATION PER COMMUNITY SPEC. SEE ENERGY CALCS. 2X ALUM WRAPPED FASCIA S E BD. w/ALUM DRIP EDGE EL . 1/2" (MIN.) CLG. BD. SOFFIT INSTALLED PER MANUF. SPECS 2X PT BLOCKING WINDOW PER PLAN HEADER PER STRUCTURALS PROVIDE BATT INSUL. EXTERIOR FRAMED WALL PER ENERGY CALCS. THICKNESS PER PLAN PRE-ENGINEERED FLOOR TRUSSES 7/8 STUCCO OVER LATH w/ 3/4" SUBFLOOR W/ 60 MIN. GRADE D PAPER BACKED SCREWED AND GLUED - LATH OVER BARRICADE PLUS WRB REFER TO STRUCTURAL (OR APPROVED EQUAL) DRAWINGS FOR SIZE AND ORIENTATION WALL SHEATHING PER STRUCTURALPLANS - TOP OF FLOOR (REFER TO ELEV.) MID -WALL WEEP ? SCREED/EXPANSION JOINT ' TOP OF CMU (REFER TO ELEV.) 1/2" (MIN.) CLG. BD. I DRAFTSTOPPING AS OLTOP OF WINDOW PER R302.12 WHEN (REFER TO ELEV.) CONCEALED SPACE SEE STRUCTURAL EXCEEDS 1,000SF DRAWINGS ix6 PT DRAPE BLKG ABOVE WINDOWS WINDOW PER PLAN SOLID SURFACE CAULKED @ WINDOW PRECAST WIN. SILL 1/2" GYP. BD. OVER RADIANT " CMU BLOCK BARRIER INSULATION (R-4.1) w/ CEMENTITIOUS ATTACHED TO ix2 PT. FINISH FURRING @a 24" O.C. SLOPE GRADE AWAY BASE BOARD FROM HOUSE 0'-0" FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. 2-STORY WALL SECTION - SCALE: 1/2" = V-0" 12 SEE ROOF � PLAN INSULATION PER — COMMUNITY SPEC. SEE ENERGY CALCS. 1/2" (MIN.) CLG. BD. - ix PT DRAPE BLKG - ABOVE WINDOWS 1/2" G.W.B. WINDOW PER PLAN SOLID SURFACE CAULKED @a WINDOW 1/2" GYP. BD. OVER RADIANT BARRIER INSULATION (R-4.1) ATTACHED TO ix2 PT. FURRING @a 24" O.C. BASE 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 Y(REFER TO ELEV.) INSULATION AS lk PER SPECS. 2X ALUM WRAPPED FASCIA 1/2" (MIN.) CLG. BD. BD. w/ALUM DRIP EDGE PRE-ENGINEERED SOFFIT AS PER SPECS. GABLE END ROOF TRUSS - REFER TO MASONRY LINTEL, SEE STRUCTURALS STRUCTURALS TYP. GABLE END DETAIL SCALE: 1/2" = 1'-O" 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 If OR SYNTHETIC UNDERLAYMENT COMPLYING SYNTHETIC UNDERLAYMENT COMPLYING SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE If INSTALLED PER WITH ASTM D226 TYPE II INSTALLED PER WITH ASTM D226 TYPE If INSTALLED PER R905.1.1.1 (SEE SHEET CS2) R905.1.1.1 (SEE SHEET CS2) R905.1.1.1 (SEE SHEET CS2) OR OR OR CONCRETE TILE W/ SELF ADHERED CONCRETE TILE W/ SELF ADHERED CONCRETE TILE W/ SELF ADHERED MEMBRANE UNDERLAYMENT MEMBRANE UNDERLAYMENT MEMBRANE UNDERLAYMENT 60 MIL. OR EQUAL 12 60 MIL. OR EQUAL 12 60 MIL. OR EQUAL SEE ROOF SEE ROOF PRE-ENGINEERED ROOF PLAN PRE-ENGINEERED ROOF PLAN PRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. TRUSSES AT TYP. 24" O.C. TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER BOTTOM CHORD VARIES. REFER BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. �' TO TRUSS MFGR. DRAWINGS. TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END HURRICANE STRAP EACH END HURRICANE STRAP EACH END OF TRUSS - REFER TO OF TRUSS - REFER TO \' OF TRUSS - REFER TO STRUCTURAL. STRUCTURAL. STRUCTURAL. OIL TOP OF C.M.U. TOP OF C.M.U. , TOP OF C.M.U. (REFER TO ELEV.) (REFER TO ELEV.) (REFER TO ELEV.) 2x6 ALUM WRAPPED FASCIA 2x6 ALUM WRAPPED FASCIA 2x6 ALUM WRAPPED FASCIA EE BD. w/ALUM DRIP EDGE EE BD. w/ALUM DRIP EDGE 1/2" EXTERIOR SOFFIT EE BD. w/ALUM DRIP EDGE - - EL V. E V. BD. W/ KNOCKDOWN E V. 1/2" (MIN.) ----- PLASTER FINISH SOFFIT INSTALLED PER CLG. BD. SOFFIT INSTALLED PER SEE STRUCTURAL SOFFIT INSTALLED PER MANUF. SPECS (8" TYPE 'X' GYP: BD. MANUF. SPECS PLANS MANUF. SPECS 2X PT BLOCKING TO BE PROVIDED 2X PT BLOCKING 2X PT BLOCKING WHEN LIVING SPACE SEE STRUCTURAL IS ABOVE GARAGE) SEE STRUCTURAL PLAN I PLAN 8" CMU BLOCK W/ CEMENTITIOUS FINISH PRECAST WIN. SILL SLOPE GRADE AWAY EXPANSION JOINT SLOPE GRADE AWAY FROM HOUSE DRIVEWAY PER COMMUNITY FROM HOUSE GARAGE SLAB, 4" SPECS SEE STRUCTURAL O, 0'-0" PLANS 0'-01, 0'-0" SLOPE FIN. FL. S�LO__PE SLOPE FIN. FL. - FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. 1-STORY WALL C@ WINDOW SCALE: 1/2" = V-O" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS GYPSUM — PROVIDE 2X4 GYPSUM BOARD FRAMED BOARD ENCLOSURE FOR 3 1/2" GYPSUM ELECTRICAL w� 2" BOARD PANEL, FINISH W/ GARAGE ' GYPSUM BOARD NICHE FOR ELECTRIC METER �/F ELECTRICp LOCATION - SEE PANEL & PLANS. VERIFY -Al.WIRING INSTALLATION IN i'_ N FIELD °o ELECTRICAL PANEL ELECTRICA STUCCO PANEL FINISH 'i N EXTERIOR EXTERIOR- m CMU BLOCK CMU BLOC WALL WALL CONCRETE CONCRETE CURB REFER CURB REF TO PLANS TO PLANS CONCRETE SLAB ON c_� C' GRADE x�r GRADE AT GARAGE FLOOR ELECTRICAL PANEL NICHE AT CMU BLOCK WALL SCALE: 1/2" = 1'-O" FOUNDATION co PER STRUCTURAL DRAWINGS WALL SECTION P GARAGE DOOR SCALE: 1/2" = 1'-O" ER ATTIC FLOOR REFER OR SECOND LIVING SPACE TO PLANS T.O. M z � � w I I I I I I I I I I I I I I J :1E 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 ih � - cV L L ----- ry li�' PW �—FOUNDATION PER STRUCTURAL DRAWINGS TYP. CMU COLUMN @ LANAI/PORCH SCALE: 1/2" = 1'-O" NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION ♦♦,� ��S G ♦♦♦♦,P�•��C, E N r +A • J� : ST I R It LLI = IY 20>_ W Q 0 cnUWw _ Q :DW F- J >U) F- Lu LLI m Ir Y O H Z �U-00U) Z Z Z ~ z J Q —j LLI a 2 a 3:U❑OU �2ZLLU) H Q z ❑ r Q O N Q o O � Q H o M•••1 cn U 0 0 0- Im wj ~ m< 1-0 �f u U w O w O z O_ U U) W z Z O N G ® a�aaa Rid �., 4 OF .441 = Z02i UNITY: LINKS AT CALUA SPRINGS .PLAN # 6103 RELEASED: 10/5/21 SHEET A5e2 z z D J z ji r E� 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 I LATH I - __ — WALL I i SHEATHING I r 7/8" 3-COAT STUCCO _ SHEATHING j FLUSH WITH I r 1' BLOCK WALL j MID -WALL WEEP ;REED/EXPANSION JOINT I 6" SELF ADHERED FLASHING 5/8" I CEMENTITIOU �\ COATING BUILDING FELT - ON TOP OF CONC. BLOCK---�� UNDER FLOOR MAINTAIN 1/8" GAP MEMBERS BETWEEN SHEATHING CONCRETE AND TOP OF BLOCK BLOCK WALL EXPANSION JOINT (EJ) AT FRAME & MASONRY SCALE: 1/2" = V-0" fe' 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 DURING INSTALLATION 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 f� TYPICAL STUDS 4" TO 1/2" GAP MIN,,�'� I I I I I I I I I TYPE "M" CONTROL JOINT (CJ SCALE: N.T.S. Z Lo T "L" FLASHING SCALE: N.T.S. $" 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 2X4 BLOCKING 'VOOD SHEATHING 0 MIN. GRADE D PAPER BACKED ATH OVER BARRICADE PLUS WRB DR APPROVED EQUAL) " THICK, 3 COAT CEMENT PLASTER 1ETAL LATH AP WRB & TAPE OVER ROOF/WALL CREED X5 "L" TYPE CONTINUOUS GALV. 1ETAL FLASHING (NAIL TO ROOF IECK, NOT WALL SHEATHING) INDERLAYMENT PER CODE .AP SHINGLE - DO NOT NAIL, JSTALL WITH ROOF CEMENT IOOF CEMENT ;HINGLE ROOFING 8" THICK, 3 COAT CEMENT PLASTER 60 MIN. GRADE D PAPER BACKED LATH BARRICADE PLUS WRB (OR APPROVED EQUAL) WRAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1-1/2" ABOVE SHINGLES ROOF/WALL SCREED 5X5 WALL FLASHING KICK -OUT FLASHING (SEE DTL. BELOW) FELT UNDERLAYMENT AS REQ'D BY CODE SHINGLE ROOFING FASCIA WRAP DRIP EDGE: OVERLAP 3", EXTEND BELOW SHEATHING, MECH. FASTEN 4" O.C. MAX. KICKOUT DETAIL SCALE: N.T.S. s L 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. STEP 1 STEP 2 0 FOLD FOLD @ FOLD INWARD @ PT. A STEP 3 ©© FOLD @ 77' FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C Q FOLD INWARD @ PT. A CREASE @ PT. B /1-T-r-M A WATERTIGHT SEAL. FOLD. DO NOT CUT. BOTTOM FLANGE FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C FOLD PT. C OVER PT. B TILL PT. C TOUCHES BOTTOM FLANGE W 0 01— > IZ ¢ 0 W H cnUWw Q W F- 2 — Q LL o�SZW Z� W a- Q 2 � �2ZU_cn �E-¢?o n a, 0 N CZ � cr O H o o z MwI p v) V o j 0 Im Af w w 0 w 0 3 z 0 rL W 0 tn 04 ro N 7824 �•. ST TE F tL e�;�s•. C p R tag; LINKS AT CALUA SPRINGS PLAN # 6103` RELEASED: 10/5/21 SHEET wpm l oil im In «l -; ig t a 4'4 I. 7 'i 1 I I I V101r, •; gI I � .< is, lllt�trst�ll head fla-doll wer the I vdn �� I c�' . WRB INSTALLATION 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) c SEAL EDGE OF P.T. WOOL BUCK TO MASONRY 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 Flashing Barricade Conform S reI cha Ilse Hashing Fu WOOD OPENING WATERPROOFING SCALE: N.T.S. -0 C 11 w �-=oc Lu00� >ir<0 wZ)0l- cc P cnUWw Q�WF- >� crIr Y 0 F- z �u-00U) zzzp:z W d 2 Ir �2ZLLcn Q Z Ow n O g� Zd �i Q o o Z �N LLM 0 u) t� v 0 J 0 ON" M m Ln 0� w w 0 w 0 z z 0 (L oc U) W Ll U) zw •f 01 as N 78 4 •�: i •ice ST E F ���✓� S� MAI LINKSA CALUASPRINGS PLAN # 6103 RELEASED: 10/5/21 SHEET WPON2 z .0 J) z z r D r L z z z z z z J O z 3- z O O z A _ z z �n z Q 2 j, 21) z _ z ¢ J IL LLJ CD w z LO _ Ir w EL O Cc IL T- w _ O 0 z _ c) r a- O U 04 SCALE: N.T.S. ADD BLOCKING DATA ATH 3-BULB O O kG(l HALL Zn 19 BATH 0 3-BULB ADD BLOCKING SECOND FLOOR ELECTRICAL PLAN SCALE: 1 /4"=1'-0" ADD BLOCKING LNDRY i LQ -----� r------n i n I LO _-- I ADD BLOCKING )ATA IV I PVC T II 2" PVC CONDUIT 2-2/0 COPPER 0/0ORCOPPER 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 I - 1 1 1 I =1 I� III ELECTRICAL RISER DIAGRAM NOT TO SCALE I GREAT ADD BLOCKING ROOM I - TO Sl 1 iC i " SECO D L OR i i STORAGE i n Q 3-BULB L_ L -� CM E STE BATH A L FOYER SD EXTRA SUITE 3 3 BEDROOM L o ENTR m� ADD BLOCKING "WP/ GFI LANAI VP ADD BLOCKING AS REQUIRED A/C DISCONNECT �I u Awp /�I (D UNDER -SINK CH SWITCH FOR DISPOSAL CH GI DINING II � II � AREA L I I (7 z ADD c BLOCKING ; ; o E i2( II � II ; CH Gf GFI CH Gj KITCHEN f _ F FOPT====� � REF � PTRY WH �A_._ .... A� 3 o L- E _ _Lb LL 3 42" AFF o cV IRRIGATIO TIMER 2 CA GARAGE PREWIRE GFI FOR GARAGE ELECTRICAL DOOR OPENER PANEL ON I —®—______ VTIALL s 9 t f � � FIRST FLOOR ELECTRICAL PLAN SCALE: 1 /4"=1'-0" 20 AMP DED. OUTLET FOR MW RANGE FIELD VERIFY METER ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET Fl GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET USB COMBO OUTLET WALL SWITCH 9 THREE-WAY SWITCH FOUR-WAY SWITCH KEYLESS LIGHT FIXTURE CEILING MOUNTED LED LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE 01 VAPOR PROOF LIGHT FIXTURE +c LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE 0 EXHAUST FAN 0 EXHAUST FAN/LIGHT COMBINATION El CHIMES (OPTIONAL) Q PUSHBUTTON SWITCH (OPTIONAL) ® COMBINATION SMOKE / CO2 DETECTOR so SMOKE DETECTOR M TELEPHONE (OPTIONAL) Q TELEVISION (OPTIONAL) �p ELECTRIC METER s ELECTRIC PANEL DISCONNECT SWITCH Q JUNCTION BOX STANDARD ELECTRICAL LINE NOTES: 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AND ARC FAULT CIRCUIT INTERRUPTERS (AFCI) PER 2017 NEC 210.12 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR: SWITCHES ........... 42" OUTLETS.............14" ABOVE COUNTER OUTLETS ...... 46" TELEPHONE ......... 14" TELEVISION .......... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. OUTLET AND LIGHTING RECEPTACLES FOR ALL DWELLING ROOMS, WITH THE EXCEPTION OF KITCHENS, BATHROOMS, AND GARAGES, SHALL REQUIRE AFCI PROTECTION. 5. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH 2O17 NFPA 70, FLORIDA RESIDENTIAL CODE 2020, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 6. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. 7. CIRCUIT NUMBERS ARE FOR REFERENCE ONLY. 8. LUMINIAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF 2017 NEC 410.16(A) & (B) 9. RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED 10. A MIN OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS 11. GFCI DEVICES SHALL BE READILY ACCESSIBLE 12. REFER TO ENERGY CALCULATIONS FOR ADDITIONAL INFORMATION. 13. PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN COMPLIANCE WITH NEC 110.26. 14. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE IY J I— W WzO� Wuiz0 > cr < 0 W Z) C, H �UWw c Q Z) W _ � > 5 Ir m m Y O I— z ,n LL 0 0 U) z z z H °C _jZ a<� WIZ=tea �WC)00 �2ZLL(_n �1—QZ- ❑ n CZc C O Zd� H O �Z H 0 0(n o J z 0 0 1* cl �Ild Z CL o 0 j u in ~ V)13� 0 Z U w w O 3" lA w V l z m< ~ 0 r U U) W z Z O d crz aaaQQ COMMUNITY: LINKS AT CALUA SPRINGS PLAN # 6103 RELEASED: 10I5121 SHEET E 1.� -IN 00 T SLAB PENETRATION PLAN SCALE: 1 /4"=V-0" IY W } 2 M �00� 5;EEQO W=)0 - (A U UJ W F- > J Ir 06LLOOw u- Q Q < Z LJJ d = =zLLcn H Q Z A n a Opp C� " V a a z O O O Iwo U z 0 w Z wa a Im 0 w (J) 0 X z 0 NRN rW vJ W 0 U O W 4 �o lzZ aaaaa COMMUNITY: LINKS AT CALUA SPRINGS PLAN # 6103 RELEASED: 10/5/21 SHEET P1.1 fr fri MABONRY LINTEL A55EMBL I E5 5EE 5GHEOULE AND 5PEGIFIGATION5 FOR ADD'L INFO MIN. (1) GOURSE/BOND i + ►- MIN. (1) GOUR5E/BOND LQJ 1 BEAM ABOVE LINTEL I LQJ i BEAM ABOVE LINTEL GROUT GROUT BOTTOM REINF. a. I PREGA5T LINTEL W I Q� I PREGA5T LINTEL w/ EMBEDDED REINF. #� EMBEDDED REINF. MB- I o MB-2 rr---T 1 i '+a- TOP GWfZ1E, IF TOP GOUR5E, IF I L4J I to I L4J i i i REOV PER ARCH. v i i REOV PER ARCH. r" TOP REINF. OR GONT, GONT. BOND BEAM BOND BEAM REINF. z REINF. AS REOV GRO)T 6ROUf BOTTOM REINF. BOTTOM REINF. 7 a PREGA5T LINTEL W EMBEDDED REINF. I a 1 PREGA5T LINTEL W # �-# EMBEDDED REINF. MB-3 ry MB-4 MASONRY LINTEL DETAILS REINFORGEMENT MARK DE516NATION TOP BOTTOM 5HEAR REINFORGEMENT MB-1 8F8-013/OT ----- ----- MB-2 8F8-IB/OT ----- (1) #5 M5-3 8FI6-I8/IT (1) #5 (1) #5 MB-4 8RF14-16 ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'5 CONCRETE. NOTES: I. ALL LINTEL5 W SPANS 6REATER THAN 14'-0" 5HALL 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 PRE5TRE55ED LINTEL5. 5. ALL REINFORCEMENT 5HALL BE 6RADE 60, f y=60 k5i 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 7. ALL LINTEL5 ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW 5HEET L 15T INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.2 2ND FLOOR FRAMIN6 PLAN 5-1.3 ROOF FRAMIN6 PLAN 5D-1 FOUNDATION DETAILS 5D-2 STRUCTURAL DETAILS 5D-3 5TRUCTURAL DETAILS PB5B-I 5TRUGTURAL DETAILS GENERAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BASED ON 7th EDITION (2020) FLORIDA BUILDIN6 GODS. • FOOTING DE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 P5F. • ALL LUMBER EXPOSED TO WEATHER OR IN GONTAGT H/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALLS TO SLAB WITH Y4" DIA. x 25/4" LONG TAPGON5 0 52" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORRO51ON-RESI5TANGE COMPATIBILITY OF HARDWARE 4 FASTENERS IN GONTAGT N/ PRESERVATIVE -TREATED WOOD. GONTAGT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • GONGRETE DE516N BASED ON AGI 318. GONGRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRES51VE 5TREN6TH5 IN 28 DAYS, U.N.O.: f'c = 2,500 p51: ....... FOOTIN65 2,500 p5i:....... SLAB5 ON 6RADE (INTERIOR 4 EXTERIOR) fy = 60,000 psi ...... REBAR • ALL GONGRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 7% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FINISH 6RADE. • FOOTIN65 AND SLABS ON GRADE SHALL BEAR ON GLEAN, FIRM VIR61N SOIL OR GLEAN FILL GOMPAGTED TO A q5% PROCTOR VALUE • MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT D15GONTIN0005 END OF REINF. • GROUT SHALL BE A5TM G416 F'c=3000 P51 N/ MAX 3/8" A66RE6ATE • CONCRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE 5TREN6TH OF Ig00 P51 (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G270, TYPE S. GMU DE516N BASED ON AGI 530/530.1 • REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL El BE REINFORCED N/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP NALL AND SHALL AL 16N WITH FOOTI N6 DOWEL BELOW. PROVIDE MIN 30" LAP SPLIGE WITH FOOTIN6 DOWEL. • 6ROUT SOLID ALL REINFORCED GMU GELL5 AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" CONT. FULL LENGTH OF WALL N/ (1) #5 BAR GONT. (TYP. ® EXT. PERIMETER) • PROVIDE (1) #5 BAR 6ROUTED SOLID ON EACH 51DE OF ALL MASONRY OPENINC75 AND AT ALL WALL CORNERS. • VERTICAL REINFORGEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MASONRY CELL, AND SHALL BE LOGATED AT A MAXIMUM OF 8'-O" O.G. IN EXTERIOR WALLS. (A5 SHOWN ON PLANS) • ROU6H OPENIN65 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB E06E5, AND OTHER LOGATION5 WHERE SLAB GRAGK5 ARE LIKELY TO DEVELOP. EXACT LOCATIONS PER BUILDER. • SAW GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH OF THE SLAB (I" FOR A 4" SLAB) • JOINT5 SHALL BE LOGATED ® 12'-0" O.G. (REGOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE AS GL05E TO SQUARES AS P0551BLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SPEC I � I GATI ON5 (TYP. U.N.O.) DESCRIPTION OF BLD6. ELEMENT 3"xO.131" NAILS 3"xO.120" NAILS J015T TO 50LE PLATE (5) TOENAILS (3) TOENAIL5* SOLE PLATE TO JOI5T/BLK'6. (3) NAILS 0 4" o.c. (3) NAILS @ 4" o.c. STUD TO SOLE PLATE (2) TOENAILS (5) TOENAIL5• TOP OR 50LE PLATE TO STUD 2 NAILS (3) NAIL5 RIM TO TOP PLATE TOENAILS @ 8" o.c. TOENAILS @ 6" o.c.• BLK'6. BTHN. J015T5 TO TOP PL. (5) TOENAILS (5) TOENAILS* DOUBLE STUD NAILS 0 24" o.c. NAILS ® 16" o.c. DOUBLE TOP PLATE NAILS ® 24" o.c. NAILS @ 16" o.c. DOUBLE TOP PLATE LAP SPLICE q NAILS IN LAPPED AREA (II) NAILS IN LAPPED AREA TOP PLATE LAP 0 GORNER5 4 INTERSECTING WALLS (2) NAILS (2) NAILS • 2VY 0.113 15 AN AGGEPTABLE ALTERNATIVE TO A 3"0.120", SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY AGGEPTABLE WHERE * ARE SHOWN) THIS MODEL HAS BEEN DES16NED IN AGGORDANGE WITH THE 7th EDITION (2020) FLORIDA BUILDING GODS (SEGTION 160q) LATERAL DE516N REOU I REMENTS FOR THE FOLLOWING WIND SPEED � EXPOSURE ONLY: 140 MPH - EXP. B WIND IMPORTANCE FACTOR = 1.0 INTERNAL PRE55URE COEFFICIENT = ENCLOSED/ +/- 0.18 ANY WIND SPEED/EXP05URE NOT LISTED HERE REGU I RE5 FORMAL EVALUATION 4 APPROVAL FROM M+K STRUGTURAL ENO I NEERI N6. EXTERIOR $ SHEAR WALL SHEATHING 5PEG I F I GAT I ON5 INDICATES LOCATION AND EXTENT OF 5HEARHALL WHIGH REQUIRES 5HEATHIN6 AND/ OR FA5TENIN6 5PEGIFIGATION5 BEYOND THAT OF STNDRD CONSTRUCTION SYMBOL SHEAR PANEL 5PEG. 15/52" PLYWOOD OR 05B FASTENED W PI 2Y2 11 xO.131 NAILS ©6 o.G. ALONG PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. 15/32" PLYWOOD OR OSB FASTENED W P3 2y2"x0.131" NAILS © 3" o.G. ALON6 PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALLS N/ 15/32" PLYWOOD OR 05B FASTENED N/ 2)'2"xO.131" NAILS ® 6" O.G. AT ALL PANEL ED6E5 AND @ 12" O.G. AT GENTER. (U.N.O. ON PLANS) I. ALL PANEL ED6E5 SHALL OGGUR OVER FRAMIN6 OR 2X BLOCKING SHALL BE PROVIDED TO SUPPORT PANEL EDGE AND FASTENING- 2. ALL 5TRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMIN6 @ 16"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED T06ETHER N/ 3Y2"xO.131" NAILS @ 16"o.c. USE (8) 3Y2"xO.131" NAILS @ EA. LAP SPLICE. (TYP. U.N.0) 4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARHALL5 AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENIN65. 5. SEE ARCHITECTURAL DRAWINGS FOR ADD'L WALL GON5TRUGTION REQUIREMENT5. 6. ALL EXTERIOR HALLS ARE GON51DERED 5HEARWALLS. 7. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMIN6 MEMBERS. 8. A MAXIMUM OF TWO 1'-4" HIDE X 2'-0" TALL OPENIN65 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LON6 A5 THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 EDGE NAILIN6 REQUIRED AND OGGUR 16" MINIMUM FROM THE ENDS OF THE SHEARNALL. q. ALL 5HEATHIN6 PANELS TO MEET U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 WITH 3%, SPAN RATIN6 (MAX) 10. NOTE: 1F FIRE -RATED DETAILS ARE REQUIRED BY THE ARCHITECTURAL PLANS, THE SHEATHING USED IN THE -FIRE RATED ASSEMBLIES SHALL BE NOMINAL %2" THICK, APA RATED 5HEATHIN6 3% EXP05URE I 05B OR PLYWOOD PEI U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 It AGGORDANGE WITH THE UL DE516N5 SPECIFIED. Window � Door Allowable Wind Pre55ure5 140 MPH Wind Zone Ex o5ure B®° OPENIN6 51ZE INTERIOR ZONES END ZONES 8' 6arage Door +18.5 P5F/-20.q P5F +18.5 P5F/-20.g P5F 16Garage Door +11.1 P5F/-Iq.7 P5F +11.1 P5F/-Iq.7 P5F 10 SOFT. +21.2 PSF/-22.q P5F +21.4 P5F/-28.3 P5F 20 SOFT. +20.2 PSF/-22.0 P5F +20.2 P5F/-26.4 P5F 50 SOFT. +Ig.O P5F/-20.8 P5F +Ig.O P5F/-23.q P5F 100 SOFT. +18.0 P5F/-Iq.8 P5F +18.0 P5F/-22.0 P5F 500 SOFT. +15.5 P5F/-17.6 P5F +15.8 P5F/-17.6 P5F (DEnd Zone i5 defined a5 the Smaller of 10% of lea5t horiz. dim. or 40% of mean roof height. ©Pre5sure5 have been derived from 2020 FBG Table R301.2(2). ©Pressures Charted here are allowable pre55ure5 and have been reduced per A5GE 7-16 5ection 2.4.1 from ultimate pre55ure5. Divide allowable pre55ure5 above by a factor of 0.6 for ult. pre55ure5. ROOF FRAMIN6 • SEE ROOF TRU55 UPLIFT CONNECTOR 5GHEDULE FOR ALL ROOF TRU55 GONNEGTOR5. • ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05WIPLYHOOD 5HEATHIN6 24/6, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS N/ 2 3/8"x0.113" RIN6 SHANK NAILS (R5R5-01 OR EQUIV.) ® 6" O.G. AT PANEL EDGES 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END $ DRA6 TRUSSES N/ RING SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALON6 PANEL ED6E5 AT FIRST 2 TRUSS BAYS FROM 6ABLE END. PROVIDE "H" STYLE GLIP5 ALON6 UNSUPPORTED EDGES. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND GONTINUOU5LY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW N/ SIMPSON VTGR GLIP5 0 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRUSS MANUFACTURER, UNLESS OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRUSSES PER HTGA $ TPI'S BG51 I GUIDE TO GOOD PRAGTIGE FOR HANDLIN6, IN5TALLIN6 $ BRAGIN6 OF METAL PLATE GONNEGTED WOOD TRUSSES." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH $ SHORT SPAN ROOF TRU55E5 N/ 2x4 LED6ER FASTENED TO FRAMIN6 N/(2) 3"xO.131" NAILS ® 16" O.G. UPLIFT CONNECTORS BEARIN6 CONDITION TRU55 CONNECTOR LENGTH < 15' 51MP50N H2.5T SINGLE ROOF TRUSS BEARIN6 ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF GIRDER TRU55 BEARING ON WOOD STUD WALL/WOOD BEAM ALL 51MP50N HT520 SINGLE ROOF TRUSS OR PORCH ALL 51MP50N HETA16 BEAM BEARIN6 ON GMU WALL ROOF 6.T., FLUSH BEAM OR FLUSH G.T. BR6. ON GMU HALL ALL (2) 51MP50N HETAI6 ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE GONNEGTED WITH GONNEGTOR AS L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE5161\1 THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE GONNECTED WOOD TRUSS CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-7-16. ALL UPLIFT GONNEGTOR5 AND LOADS PER TH15 DRAHIN6 SHALL SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR SPECIFICATIONS AND LOADS SHOWN ON THE SHOP CARDS. LEGEND • ® INTERIOR BEARIN6 WALL • - - - BEARING WALL ABOVE • BEAM / HEADER • - - - LOCATION AND EXTENT OF 5HEARHALL EXTENT OF OVERFRAMIN6 •------ ..__ ---- -I ND ICATE5 I /8 "x l " SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HAN6ER INDICATES P05T ABOVE. PROVIDE SOLID BLOGKIN6 UNDER P05T OR JAMB ABOVE. HOL00AN / STRAP SCHEDULE SYMBOL 5PEGIFIGATION FASTEN BUILT-UP POSTS 5UPPORTIN6 ROOF 61. TO GMU NALL N/ (1) 51MP50N M5TGM40 STRAP N/ (12) Y4" 5T-I DIA x V4" LONG TAPGON5 INTO GMU. DE516N ACCOUNTS FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5. (USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.O.) GENERAL STRUCTURAL NOTES • DE516N 15 BASED ON 7th EDITION (2020) FLORIDA BUILDIN6 GODS. • WOOD FRAME ENGINEERING 15 BASED ON NOS, "NATIONAL DE516N 5PEGIFIGATION FOR WOOD GON5TRUGTION" - LATEST EDITION. • DE516N LOADS: ROOF LIVE = 20 P5F DEAD = 7 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 PSF (INGLUDIN6 STAIRS 4 DEGK5) = 30 P5F @ SLEEPING AREAS = 50 P5F @ 6ARA6E 200 # POINT LOAD ® GUARDS/HANDRAILS = 50 P5F @ 6UARD IN -FILL GOMPONENT5 DEAD = 10 P5F (20 P5F TOTAL @ TILE) WIND ULTIMATE WIND SPEED $ EXPOSURE AS LISTED RI5K GATEGORY II GENERAL FRAMIN6 • EXTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x 5PF#2 OR 5YP#2 0 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x 5PF OR 5YP STUD' 6RADE LUMBER @ 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARHALL5 SHALL BE GON5TRUGTED WITH 2x 'STUD' GRADE MEMBERS SPAGED @ 16" O.G. (MAX.). • ALL NON-BEARIN6 INTERIOR STUD HALLS SHALL BE GON5TRUGTED WITH 2x 'STUD' 6RADE MEMBERS SPACED ® 24" O.G. (MAX.). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JAGK 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 $ OTHER 5TRUCTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FAGE NAIL MULTI -PLY 2x BEAM5 4 HEADERS N/ 3-RON5 OF 3"0.131" NAILS ® 12" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FAGE5 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROWS OF NAILS FOR 2x6 $ 2x8 MEMBERS. • FAGE NAIL BUILT UP 2x POSTS H/ 3"0.131" NAILS ® 16" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES ® 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL GONNECTION5 (TYP. U.N.O. ON PLANS). • SHEATH ALL HOOD FRAMED EXTERIOR HALLS N/ 7/16" 0513 FASTENED N/ 2'2"xO.131" NAILS @ 6" O.G. @ ED6E5 $ 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x 13LOGKIN6 AT ALL UNSUPPORTED PANEL ED6E5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE 50LID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL POSTS GONTINUOU5 TO FOUNDATION/BEARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 p5i; Fv=310 p5i; E=1.55x10A6 p5i • LVL - Fb=2600 p5i; Fv=285 p5i; E=2.0x10^6 p5i • FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OF 3"xO.131" NAILS @ 8" O/C OR 2 ROH5 Y4"x3Y2" 51MP50N 51)5 5GREH5 (OR 3Y2" TRU55LOK SGREW5) ® 16" O/G. USE A MINIMUM OF 3 ROH5 FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FASTENING AT BOTH FAGE5 FOR 3-PLY CONDITION. LOCATE TOP $ BOTTOM NAILS/5GREH5 2" FROM EDGE. 50LID 3 Y2" OR 5 Y4" BEAMS ARE AGGEPTABLE. USE 2 RON5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FOR 4 PLY BEAM5 OF EQUAL WIDTH, FASTEN PLIES T06ETHER KITH 3 ROW5 OFY4"x6" 51MP50N 505 5GREH5 (OR 6 3/4" TRU55LOK 5GREN5) ® 16" O/G. USE A MINIMUM OF 4 ROWS FOR BEAM DEPTHS OF 14" OR 61REATER. APPLY FA5TENIN6 AT BOTH FAGE5 (ONE SIDE ONLY FOR TRU55LOK 5GREH5). LOCATE TOP AND BOTTOM 5GREH5 2" FROM ED6E. A 50LID 7" BEAM 15 AGGEPTABLE. • ALL INTERIOR HALL 5TUD5 IN CONTACT N/ GMU WALL5 SHALL BE PRESERVATIVE TREATED AND FASTENED NlY4" DIA. X 4" LONG TAPGON5 ® 24" O.G. FLOOR FRAMIN6 • 1-JOI5T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY I -JO I5T [TRU55 MANUFACTURER, UNLESS OTHERWISE NOTED. • I-JOI5T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY • FLOOR 5HEATHIN6 SHALL BE 23/32" GONFORMIN6 TO P52-04, 24" O.G., EXPOSURE I, TON6UE AND 6ROOVE E06E5, FASTEN 5HEATHIN6 TO FRAMIN6 MEMBERS H/ GLUE AND 3"x0.13l" NAILS b" O.G. AT PANEL ED6E5 4 12" O.G. AT INTERMEDIATE SUPPORTS. TYPICAL STAIR CONSTRUCTION NOTES • (5) 51N6LE PLY 2x12 5TRN6ER5 FASTENED TO HEADER AT TOP OR LANDING, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM N/ (1) 51MP50N A35 CLIP AT EACH 5TRIN6ER. • FASTEN 2x6 P.T. PLATE TO CONCRETE SLAB N/ (3) 3/b" DIA. x 3 Y2" LON6 TAPGON5. • FASTEN END 5TRIN6ER5 TO ADJACENT HALL5 N/ (2) 3"xO.131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE 3/4" FLOOR DEGKIN6 ON RISERS AND I" FLOOR DEGKIN6 ON TREADS. • SEE STAIR FRAMIN6 5EGTION FOR MORE INFO. seal. l���a4R�ildeggts® G E N S z .. Q r N 77824 ••• it • - •fr= S AT OF C OR�O,• 0 :. Vs ..••l�,,�% © copyrights , Struc�gineering, I C•6 6 a CD Z.. _ W w Z c C Z W Oa.. +_J Q Z� a U � Q W Cn �a Q. �Z Mo W Y 2c�o y m L6 LL G cv = co M IV M&K project number: 068-2001 1 project mgr: JSB drawn by, p R issue date: 1 O-'04-2 1 REVISIONS: date: initial: CU C Z � Ld o O W � z p z J O � d d (n 4 � W 4 0 U J: 0 z Lo @ > 0 Z J J sheet: SW0.0 0 2 SD- fJ - I, 16'-811 ,.- 12'-011 111_411 "I, LANAI SLAB: ��'i 12" WIDE GONG. 3 y2" GONG. SLAB ON I TURNDOWN EXTENDED 6RADE (2500 PSI I _ I MIN. 12" BELOW 6RADE MIN.) w/ 6x(b-V11.4xVWl.4 I `� MESH OR FIBER MESH I L ON q5% COMPACTED FILL OR VIR61N SOIL. q 2 HVAG, I 5D-I 5D-I 3 y „ STEP I 5D-I UNIT 2 Iq'-10" —'— — 6 2 — — 14'-0" � I I 5.6.D. RECESS PER MANUFACTURERS • I m INSTRUCTION I — NOTE: REFER TO BLOCK PLAN FOR ALL DOWEL LOCATION DIMENSIONS. 01, 6'-II 1/2" I'-0" II'-4 1/2" 1'-10 1/2" 12'-q 1/2" I 3y2115TEP— -- • I I I 4 ,— f3 y2" STEP J 8"x16" THIGKENED 24"x24"AT PLAIN 1CNN 0 • SLAB UNDER r_LONG. FTC). 5D-1 BEARIN6 ALL (TYPII I 5D-I 4 . (TYP.) • , I I 4 I �---- -- _ 6ARA6E SLAB: • '----------------- — —�LJ j 3 y2" STEP 3 y2 GONG. SLAB ON 6RADE I (2500 PSI MIN.) W 6x6-W1.4xW1.4 13'-I I/4" I 6'-2 3/4" ams,I MESH OR FIBER MESH OVER 6 oe MIL. POLY ON q5% COMPACTED I I I FILL OR VIR61N SOIL. I I I I I � y2 STEP • • • • I n i I I � 5 I I 5D-I o I 5D-I-------- I ---- ---�. 24"x2WAT PLAIN • • • • — — • GONG. FT6. W/ TOP OF FT6. 12" BELOW TOP OF 2 3 HOUSE SLAB (TYP. OF 2) 5D-I 5D-I 2'-8" 16'-0" 2'-8" "-0" 4'-8 21'-4" 01 40'-0" 5LAE3 FLAN SCALE: 1/4"= I'-O" (22x34 SHEET) SCALE: 1/6'*'-0" (110 SHEET) FORM B 2 SD -I 1 LEGEND • ® INTERIOR BEARIN6 WALL • - - - BEARI N6 WALL ABOVE • BEAM / HEADER • — — — LOCATION AND EXTENT OF 5HEARWALL • I: :I EXTENT OF OVERFRAMIN6 •- - - INDIGATE5 I/8"A" 5AW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HAN6ER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOCKIN6 UNDER P05T OR JAMB ABOVE. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES $ SGHEDULES seal: N 77824 _ .� ;. $ T OF © copyright: A&IIIEIiN AKA Structural Engineering, Inc. 0 (D. Z LU w w z o co z w aa. _1 Z= E C) It A d d. tm oc =_ .= j °O E Q Q 1 a) CD MJZ W C) ti CO Q y a cCOc�r� W m` �h Z5 N CC cy) M M&K project number: 068-2001 1 project mgr: J S B drawn by: p R issue date: `] 0-04-21 REVISIONS: date: initial: d a 0 J LL 1--, Q Z 0 x CL w 0 Z) 0- 3: m 0< zLo U) �e J > I— 0 Z (n .1 J sheet: Foo i,,o 0 i t- T- 1 s Mun -7'-loll 61_211 110 4'-1011 1, 31_211 , / 1_OII LEGEND • ® INTERIOR BEARING WALL • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF SHEARWALL r-. -. 7.7. .71 • I: :I EXTENT OF OVERFRAMIN6 •-- ---- — -- -----INDIGATE5 1/8"A" 5AW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HAN6ER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. MABONRY LINTEL OETA I L5 REINFORCEMENT MARK DE516NATION TOP BOTTOM 5HEAR REINFORCEMENT, MB-I 8F8-OB/OT ----- ----- MB-2 8F8-I8/0T ----- (1) #5 M5-3 8FIb-I13/IT (I) #5 (1) #5 MB-4 8RF14-I13 ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'5 CONCRETE. NOTES: I. ALL LINTELS W 5PAN5 6REATER THAN 14'-O" 5HALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REOURIED. 3. ALL LINTELS 5HALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT 5HALL BE 6RADE 60, f y=60 k5i 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW MASONRY LINTEL A55EMBL I E5 5EE 5GHEDULE AND 5PECIFIGATION5 FOR ADVL INFO i I I + ►— MIN. (I) GOUZSE/HOND MIN. (U G0UR5E/BOND 1 LQJ I BEAM ABOVE LINTEL I LOJ I BEAM ABOVE LINTEL GROUT GROUT BOTTOM REINF. I A I PRECAST LINTEL w/ PRECAST LINTEL w/ -`- EMBEDDED REINF. EMBEDDED REINF. MB-I HQ-2 PER ARCHI 1 i 4J 1+ �— TOP COURSE, IF I L4J�I,- TOP COURSE, IF m V I LI 'U . I I REQb PER ARCH. REQ -- TOP REINF. OR GONT. CONT. BOND BEAM BOND BEAM REIN. REINF. A5 REQD GROUT GROUT BOTTOM REIN. • 06 BOTTOM REIN. PRECAST LINTEL w/ 4 EMBEDDED REIN. I a I PREGA5T LINTEL w/ _ -t--r— t #-� EMBEDDED REIN. MB-3 MB-4 REFER TO 5-0.0 FOR TYPICAL STRUGTURAL NOTES 8 SCHEDULES seal: ,,`"111 G �'F�/�Ip .,0 TIS OF a s , a � >m, © copy4htpA 1L AdJ � Stru�tiiAA EA�i�1�er t. o aCD Jz Lu w o CD z w nQ.. J a zac ..fl � a C= c F- :2 a� f/D j XJ ME a >. Jz o LY Y o0 o c? y M 1n UJ C N = M C. M&K project number: 068-200 1 1 project mgr: ,J S B drawn by: D R issue date: `j 0-04-2 `j REVISIONS: date: initial: a C O d o o ") rx ' 0 MB-3 0 15 0 0 O LL MB-1 MB 1 N L.1� T i i z fr' 51_411 31_211 58 _6�1 01 4�_�� 1�_4��I�_yt�1 16I_oi1 21_811 8 0 fi (L 141-011 6'-011 201-011 z W U) 401_0 W CL 0 d U V z ^ `O BLOOK PLAN 0 SCALE: 1/4"=1'-O" (22x34 SHEET) FORM B SCALE: 1/6"=1'-O" (IIxl7 SHEET) M 0 Z J 1-.J sheet: Fo*2.0 ho 0 0 2x8 LED6ER EA GMU W (2) %4" DI LON6 TAPGON5 PPAP I ANIbl rnt?n1DTDl=r) RI=AMC,. LEGEND • ® INTERIOR BEARIN6 WALL • - - - BEARIN6 WALL ABOVE • BEAM / HEADER • — — — LOCATION AND EXTENT OF SHEARNALL • I:.:::::::I EXTENT OF OVERFRAMIN6 • ° - - ]NDIGATE5 I/8"A" 5AN GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE SOLID BLOGKIN6 UNDER P05T OR JAMB ABOVE. HOLDCAN / 5TRAF SCHEDULE (MBOL 5PEGIFIGATION FASTEN BUILT-UP P05T5 5UPPORTIN6 ROOF 63. TO GMU WALL w/ (1) 51MP50N M5TGM40 STRAP w/ (12) A" 5T-I DIA x V4" LON6 TAPGON5 INTO GMU. DE516N ACCOUNTS FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5. (USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.O.) ROOF FRAMIN6 • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05B/PLYWOOD 5HEATHIN6 24�6, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 %"xO.113" RING SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL ED6E5 s ® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END $ DRAG TRUSSES w/ RIN6 SHANK NAILS @ 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALON6 PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM 6ABLE END. PROVIDE "H" STYLE CLIPS ALON6 UNSUPPORTED ED6E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRUSS ALL VALLEY SETS. FASTEN EACH TO TRU55 BELON w/ SIMP50N VTGR GLIP5 ® 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. ERECT AND INSTALL ROOF TRUSSES PER NTGA $ TPI'S BC51 I GUIDE TO 600D PRACTICE FOR HANDLIN6, IN5TALLIN6 $ BRAGIN6 OF METAL PLATE CONNECTED WOOD TRU55E5." • ROOF TRUSS SHOP DN65. SHALL BE SUBMITTED TO ARCH $ EN6. FOR REVIEN AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"xO.131" NAILS ® 16" O.G. UPL I f'2T GONNEGTOR5 BEARIN6 CONDITION TRUSS CONNECTOR LEN6TH < 15' 5I MP50N H2.5T 51N6LE ROOF TRU55 BEARIN6 ON > 15' SIMPSON HIOA WOOD STUD HALL/HOOD BEAM ROOF 61RDER TRU55 BEARIN6 ON WOOD STUD WALL/WOOD BEAM ALL SIMP50N HT520 51N6LE ROOF TRUSS 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 BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR AS L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE EN61NEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED HOOD TRUSS CONSTRUCTION". MW HAS EN61NEERED ALL ROOF TRUSS UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRAWIN6 SHALL SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR 5PEGIFIGATION5 AND LOADS 5HOWN ON THE SHOP CARDS. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES � SCHEDULES NJ t0 R ONAlZOZ' © copyright :�l}LRN %& KIT Structural Engineering, Inc. =z Z w D w \/ z z w J Q Z o_ cc =:) Wcc CI) _J_ Q z W y W 7 M&K project number: N 0 rn a .n Q 1 a 'r 'x tm E v w M j OD > • C o 0 CP mc9 O N M a 068-22001 1 project mgr: JSB drawn by: p R issue date: `j 0-04-21 REVISIONS: date: initial: C z d a Q a 0 z LL U) Ld 0 � Q z O � � CL W � � d O Z) w 0 0 .J 3 LL z L 2N FLOOR RAMIN& PLAN Q ,� SCALE: I/4"=I'-O" (22x34 SHEET) FORM B Z > 0 z SCALE: I/8"=1'-O" (Ilxl1 SHEET) n i J J sheet: LEGEND ROOF FRAMIN& — — — — — — — — — — — — — 0 \ / • ® INTERIOR BEARIN6 NALL • c = _ = c BEARIN6 NALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARNALL I: :I EXTENT OF OVERFRAMIN6 - - - --INDICATES I/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE (5EE NOTE5) AL METAL HAN6ER INDICATES P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. • SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS GONNEGTOR5. • ROOF 5HEATHIN6 SHALL BE 7/16" MIN. 05B/PLYWOOD 5HEATHIN6 24/b, EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS N/ 2 3/8"x0.113" RING SHANK NAILS (R5R5-01 OR EGUIV) 0 6" O.G. AT PANEL ED6E5 4 0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END $ DRA6 TRUSSES N/ RIN6 SHANK NAILS 0 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALON6 PANEL ED6E5 AT E I RST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED ED6E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRUSS ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW N/ 51MP50N VTGR CLIPS 0 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRUSS MANUFAGTURER, UNLE55 OTHERN15E NOTED. • ERECT AND INSTALL ROOF TRUSSES PER NTGA 4 TPI'S BG51 I GUIDE TO 600P PRAGTIGE FOR HANDLING, IN5TALLIN6 $ BRAGIN6 OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRUSS SHOP DN65. SHALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. • SUPPORT PORCH $ SHORT SPAN ROOF TRUSSES N/ 2x4 LEDGER FASTENED TO FRAMING N/(2) 3"xO.131" NAILS 0 16" O.G. UIPL I fT CONNEGTOR5 BEARIN6 CONDITION TRUSS CONNECTOR LEN6TH < 15' 51MP50N H2.5T 51146LE ROOF TRUSS BEARIN6 ON > 15' 51MP50N HIOA WOOD STUD NALL/NOOD BEAM ROOF 61RDER TRUSS BEARING ON WOOD STUD WALL/WOOD BEAM ALL 51MP50N HT520 51N6LE ROOF TRUSS OR PORCH ALL 51MP50N HETAI6 BEAM BEARIN6 ON GMU NALL ROOF 6.T., FLUSH BEAM OR ALL (2) 51MP50N HETAI6 FLUSH 6.T. BR6. ON GMU WALL ALL BEARIN6 POINTS OF EACH ROOF TRUSS SHALL BE CONNECTED NITH CONNECTOR AS LISTED ABOVE. IT 15 THE RESPONSIBILITY OF THE EN61NEER OF RECORD TO DE516N THE UPLIFT GONNEGTOR5 PER SECTION 2.2 OF AN5I/TPI-2014 "NATIONAL DE516N 5TANDARD5 FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRUSS UPLIFT GONNEGTOR5 IN AGGORDANGE WITH THE REGUIREMENT5 OF A5GE-1-16. ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRANIN6 SHALL SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR SPECIFICATIONS AND LOADS 5HONN ON THE SHOP CARDS. REFER TO 5-0.0 FOR TYP I GAL 5TRUGTURAL NOT5 � 5GHEDULE5 N 7 :� ST TE F •' 4 Q14',� © copyright; Mow Structural Engineering, Inc. �z W W Z z W J Q Z F- U W F- cn M �J W CA W N 0 rn a i w a� � Q C � =o z m E Q� o `? o mL6 o `— N CM C1 M&K project number: 068-2001 1 project mgr: J S B drawn by: p R issue dater `j 0-04-21 REVISIONS: date: initial: fr I I \I LU ° -1Ly o Q W r v 5TRUGTURAL GABLE END ROOF GIRDER TRUSS \ I O — — -_ F-- - - - — ll6 — (2)2x6.._ T a W C� —_2)2x6-------7 �25 Z z 0 IL 26 5D-2 '—' W L D ii 0 J w zmt� L 00 SRAM I N0 FLAN 0 M (f) SCALE: 1/4"I O" (22x94 SHEET) FORM B 0 > 0 z SCALE: 1/8 = I 0 (I Ixll 5HEET) x J J sheet: Sm 1.3 FILLED CELLS (SEE PLAN) LVAM/Av17 @CORNER GONG. OR PAVER 6ARA6E WALL DRIVEWAY BEYOND 6ARA6E SLAB m 4 (SEE PLAN) / ii—iii—iii—iii 16"x8" THIGKEN'. EDGE W/ (2) #5 GONT. THICKENED EDGE 6ARAGE DOOR DETAIL SCALE: NTS 8" GMU BLOGK 8" WIDE GONT. GONG. CURB (1) #5 VERT. FROM FT6. — TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID 1. cZ X L (o CO 6RADE C) 1 z � III -_ I I I 1-1 i 11) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. (SEE PLANS FOR LOCATION) I —I - GLEAN GOMPAGTED FILL ® 615% WI TH MONOLITHIC, FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS 5 G,RGE CURB DETA I L SCALE: NT5 8" GMU BLOCK BEYOND EXTERIOR DOOR MTL. THRESHOLD SET IN SEALANT PORCH/PATIO/LANAI SLAB OR PAVERS (5EE PLANS) PER MANUF. Cz . =1I II I I1= -� III —II II —I R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) ' 1-I m III I I a I I=1 I I=1 I Im y 11=11— I I 1=1 I I— - I-J -III I I —III —III —III III__ ' -1 I 1=111=111=1 1—I" MONOLITHIC, GLEAN COMPACTED III =III- FOUNDATION W/ (2) #5 FILL o 95% STANDARD WI TH CONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR OUTSWING 4 56D POURED SILLS DETAIL 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL SOLID _z< 7- x a� O 6RADE -1 I '111—ce '=11111111�11 .d a °< °ada °III�11 ° ° III=1I1= =III— III = 1) #5 DOWEL W/ 6" HOOK AT I— _—III=_I I ALL VERT. WALL REINF. (SEE PLANS FOR LOCATION) GLEAN COMPACTED I I,; I I I I I —III I 11= —III-1� FILL ® 15% MONOLITHIC FOUNDATION STANDARD DENSITY I`ll TH H/ (2) #5 GONT. ON CHAIRS 2-STORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS SOOTING SECTION W/ BLOCK DETAIL R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) SCALE: NTS 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL BEYOND OVER %" FURR STRIPS EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD HOUSE SLAB (SEE PLAN) SET IN SEALANT PAVERS (SEE PLANS) . < .. .d a a ° d III —III —I I —I �° 9 III—III=1 I I —I 11=_I '—III—I J III —I I I —I I=III—I I I- -I 11=I- ' I=1 m III I I d." I I —III —III- 11=11 III -III„ .. MONOLITHIC I I, I I II i I 11=1 I II � �I 1 1—'''- GLEAN COMPACTED III— FOUNDATION W/ (2) #5 FILL ® 95% STANDARD WI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIPE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS 6 ENTRY DOOR DET, I L SCALE: NTS 2"IPx6" LON6 PRE55URE 5IMP50N TITEN HD TREATED BOTTOM SGREWS o 4'-0" O.G. PLATE AND 12" MAX FROM END OF WALL 17 lip UPLIFT CONNECTORS 5UGH AS STUD PLATE TIES, HURRICANE GLIP5, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE 5UGH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. NT. BEARING WALL SOOTING DETAIL 8"x8" THICKENED SLAB W/ (1) #5 GON , . 3Y2" GONG. w/ WWF OR FIBERMESH RE OVER 6 MIL. VAPOR BARR THICKENED EDGE DETAIL B SCALE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 5OL11D PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLAN) EXP JOINT v m \NAI SLAB R4.1 F I -FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) d q. ' ° .4 ° I —III —III —III —I a° =1 I I —III —III —I i' III —III —I 11= � ' #5 DOWEL W/ 6" HOOK AT III=III- ALL VERT. WALL REINF. ' I III=1 11=1 11=1 I 11= (SEE PLANS FOR LOCATION) GLEAN COMPACTED I i I I I I—III-111, . 1 III-I11= FILL ®95% MONOLITHIC FOUNDATION TH STANDARD DENSITY WI W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL SCALE: NITS THICKENED SLAB RECE55 DETAIL Y2" GYP. BO. EA. SIDE OF 2x4'5 ® 16" O.G. Y2" J-BOLTS 6" FROM EA. END OF WALL AND SPAGE o 32" O.G. 2" (6" MIN. EMBED) `n z w STUD PLATE TIES PER } PT BOT. PLAN ® STUD TOP 4 PLT. BOT. d a °d (2) #5'S GONT. W/ „ 3" MIN. CLEAR 8 8 UPLIFT GONNEGTORS SUCH A5 STUD PLATE TIES, HURRICANE GLIP5, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A GALGULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. GARAGE STEP DOWN DETAIL SCALE: NTS 8" GMU BLOGK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID .X z_ c <C L o BADE —III—I z —III— n'N PVC, CHASE SLEEVE TO BE ' 1=1 11=1 I I— 11=1 11=1 o 'Il illlllllllllll GLEAN GOMPAGTED I I„ 111� 111 FILL 0 a5% STANDARD DENSITY S CH, SE DIT I L SCALE: NT5 R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) TWICE THE DIAMETER OF PROTECTED PIPE WI TH W/ (2) #5 GONT. ON CHAIRS Illllllllillll- �— MONOLITHIC FOUNDATION 2-STORY: I'-4" WIDE pi/ (2) #5 BARS I -STORY: I'-0" WIDE W/ (2) #5 BARS IIV� I I'CVCi I IVIVJ. I FUTURE 8" GMU — BLOGK DRILL 6" INTO EX15T'6 SLAB, EPDXY i DRIVE I #5 DOWEL, PROVIDE MIN. _ 30" LAP 5PL I GE I I O W GRADE _ _,IIIIIII I I —I #5 VERT. BAR TO BE LOCATED PER PLAN N GROUTED CELL a M155ED DOWEL RETROEIT PEiAIL SCALE: NTS SIM. @ GMU STEM FOR DROPPED GRADE ���,g4"'E9idllf�s seal: ®�� a. P,®P 4 C� '•. TE OF 40 ;' '. 0R�p..p,..�`�,,.. �SS� • N40 % © copyri N 2021 Stru W rin 1 z JL w w Z c rn z w J a >r CD Q Z= Q �-- L)UJ 4 C = j T � m E .rl.. Q J~ j a °' o Z W Mo y CP p o� CO) M Ln W C N C ch a. Mr M&K project number: 068-2001 1 project mgr: J S B drawn by: p R issue date: `] 0-04-2 `j REVISIONS: date: initial: J W � 0 O 0 I— w � O z z o � sheet: Q 0 J LL (D Z VIrram� 'Q U) .]J LO U) 0 z .._J ,_._I SCALE: NTS SCALE: NTS SCALE: NTS SDIIIA 1 PROVIDE SOLID SHIM BETW'N TRU55 8 CONNECTOR IF TRU55 LOCATED LE55 THAN I /2" FROM CONNECTOR. WHERE TRU55 IS 6REATER THAN 1 Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 2 3/e"x0.113" RIN6 SHANK NAILS ® 6" O.G. <J 2x6 FASCIA -SEE ARCH REINF. MASONRY LINTEL/ BEAM - - SEE PLAN FOR SPECIFICATIONS. SECTION 3 SCALE: 3/4"=1'-0" EXTERIOR WALL 514V6. 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 50LE PLATE 2x GONT. RIBBON (TOP 4 BOTTOM) FASTEN TO EA. TRU55 VERTICAL w/ (2) 3 Y4"xO.131" NAILS 2 Y2"xO.131" © 3" O.G. INTO BOTTOM GONT. RIBBON PROVIDE 51MP50N HETAI6 EMBEDDED STRAP @ EACH TRU55 (@ 1q.2" O.G. MAX.) FASTENED TO END TRU55 VERTICAL OR TO BLOGKIN6/RIBBON VERT WALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. GMU WALL -51�E PLAN FOR VERT. HORZ. REINF. SPECS SECTION VALLEY SET OVERFRAMIN6 SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR 5PEGIFIGATION5 CONNECT EACH END OF MASONRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL w/ 24" LE65 * PROVIDE 50LID SHIM BETW'N TRU55 4 CONNECTOR IF TRU55 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 5PEG5. FASTEN SOLE PLATE TO GONT. RIBBON w/ 3"xO.131" NAILS ® 6" O.G. 4 5HEATHIN6 TO GONT. RIBBON w/ 2 Y2"xO.131" NAILS @ 6" O.G. FLOOR TRUSSES -PER PLAN 8" GMU BOND BEAM W/ (1) #5 GONT. IN ROOF 5HEATHIN6 FASTEN EACH OVERFR TRUSS TO TRU55 BELOI WITH (1) 51MP50N VTGR 24" O.G. N ROOF TRU555 TYP I CAL OVERFRAM I NG CONNECTION DETAIL 5GALE: N.T.S. FASTEN DBL SOLE PLATE OF 2x WALL TO BOND BM. w//2" DIA. ANCHOR BOLTS @ 32" O.G. WITH 7" (MIN) EMBEDMENT. FASTEN EXTERIOR 5HEATHIN6 TO 2x SILL PLATE w/ 2/2"xO.131" NAILS ® 3" O.G. 8" GMU BOND BEAM w/ (1) #5 BARS GONT. 8" REINF. GMU WALL - -SEE PLAN FOR VERT. HORZ. REINF. 5PEG5 SECTION 2x EXTERIOR WALL -SEE PLAN FOR 5HEATHIN6 AND CONNECTION 5PEG5. EXTERIOR WALL 5HT'6. TO RUNS CONTINUOUS FULL HE16HT OF WALL FROM BOTTOM OF LADDER TRU55 TO TOP OF DOUBLE TOP PLATE 2 Y2"xO.131" @ 3" O.G. INTO SOLE PLATE LADDER TRU55. FASTEN LADDER- TRU55 TO EA. BLK6 PANEL w/ (3)3 Y4"xO.131" NAILS MIN. 2 /2"x0.131" @ 3" O.G. INTO LADDER TRU55 FASTEN LADDER TRU55 TO GMU-1 2x4 (MIN) 5PF #2 BLOGKIN6 AS SHOWN AT BOND BEAM w/ 51MP50N HETAI6 EMBEDDED STRAP ® 16" O.G. STRAP MAY BE INSTALLED ON IN51DE OR OUTSIDE FACE OF TRU5571 38 SECTION SCALE: 3/4"=1'-O" 2x EXTERIOR WALL ® STAIRS OR 2-5TORY SPACE -SEE PLAN FOR 5HEATHIN6 AND CONNECTION SPECS. VERT WALL REINF. TO EXTEND INTO BOND BEAM FASTEN SOLE PLATE TO TOP GHORD OF LADDER TRU55 w/ 3"xO.131" NAILS @ 6" O.G. FASTEN FLOOR FLOOR TRUSSES 5HT6. TO FIRST -PER PLAN TRU55 w/ 3"x0.131" NAILS ® 6" o.c. VERT WALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. GMU WALL -SEE PLAN FOR VERT. d HORZ. REINF. SPECS 48" o.c. FACE NAILED TO TRU55 TOP � BOTTOM CHORD w/ (4) 3"x0.131" NAILS. 8" GMU BOND BEAM ALL LAPS IN MASONRY 25" RUNNIN6 BAR #5 BENT CORNER BAR 6ROUTED CELL TYP. CORNER VERT. WALL REIWORCING DETAIL SCALE: NTS FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 2 %"xO.113" RIN6 SHANK NAILS ® 6" O.G. w = 2x FASCIA -SEE ARCH 2x SHEAR WALL - SEE PLAN FOR SPECIFICATIONS. - SECTION 25 SCALE: 3/4"=1'-0" FASTEN TOP CHORD OF END TRU55 OR 2x4 NAILER THRU WALL 5HEATHIN6 TO EXT. WALL STUDS w/ 3"xO.131" NAILS @ 16" O.G. FLOOR TRUSSES -SEE PLAN 8" GMU BOND BEAM W/ (1) #5 GONT. - SECTION SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR 5PEGIFIGATION5 FASTEN ROOF TRU55 TO DOUBLE TOP PLATE w/ (5) 3 Y4"x0.131" TOENAILS 2x4 ® 16"O.G. FA5TE TO GABLE END TRU55 w/ FASTEN SHEATHING TO 2x4 2x4 BLOGKIN6 w/ (20'xO.131" TOENAILS. BLOCKING w/ 2 %"x0.113" (3)3 Y4"x0.131" RING SHANK NAILS ® 4"O.G. TOENAILS EACH END 6YPSUM BOARD q11 MAX 2'-0" MIN x x X PER ARCH FOR FIREPROOFING i (4) 3 Y4"x0.131" ROOF 5HT6 i i NAILS 6ABLE END VERTICAL WEB SHALL REINFORGIN6 AS REGURIED 4 IN BY TRU55 MANUF. I ONTOROOF 3 Y4"x0.131" TOENAILS @ 12" O.G. GONNEGTIN6 BOTTOM GHORD TO TOP PLATE FASTEN BOTTOM CHORD OFF L2x4 BRACE w/2x4 T-BRACE, PROVIDE 2x4 BLOCKING ®48" 6ABLE END TRU55 TO TOP SPACED ®4'-O" O.G. MAX. O.G. IN FIRST (3) BAYS OF PLATE WITH SIMPSON A35 FASTEN 2x4 TO 'T' w/ 3 Y4"x0.131" ROOF TRU55E5-GUT TO FIT CLIPS ®32 O.G. NAILS ® 12" O.G. TIGHT BETWEEN TRUSS BOTTOM (NOT REG'D AT TRU55 HEIGHTS CHORDS AND NOTCH AROUND FASTEN BOTTOM OF 2x4 4'-1" OR SHORTER) SILL PLATE BRACE TO DBL. TOP FASTEN DRYWALL TO PLATE w/ (1) SIMP50N H2.5T SECTION BLOGKIN6 w/SGREW5 s (2)3Y4"x0.131" TOENAILS 26 SCALE: 3/4"=1'-0" /NAILS @ 6" O.G. SHEARWALL ABOVE FASTEN ROOF 5HEATHIN6 TO END TRU55 OR 2x4 NAILER FASTEN 5HEATHIN6 TO w/ 2 Y2"xO.131" NAILS @ 6" o.c. BLOGKIN6 w/ 2 %"xO.113" NAILS @ 6" O.G. INSTALL 5HEATHIN6 PRIOR TO INSTALLIN6 2x6 GONT. BLOGKIN6 LOW ROOF TRUSSES FASTENED TO EA. STUD w/ LOW ROOF TRUSSES (3) 3"x0.131" NAILS -SEE PLAN FASTEN SOLE PLATE TO FLUSH BEAM w/ 3"W.131" NAILS 0 6" O.G. FASTEN BOTTOM CHORD OF END TRU55 OR 2x4 NAILER TO LADDER TRU55 VERTICAL OR 2x RIBBON w/ 3"xO.131" NAILS ® 16" O.G. PROVIDE ADD'L VERTICAL IN TRU55 FOR BEARIN6 2x LEDGER -REFER TO "ROOF FRAMIN6 NOTES I I I I I I I I I I I I VERT WALL REINF. TO EXTEND INTO BOND BEAM EXTEND EXTERIOR FLOOR TRU55E5 5HEATHIN6 TO BOTTOM OF FLOOR SYSTEM (SEE PLAN) 8 REINF. GMU WALL FLUSH BEAM OR FLOOR 6.T. -SEE PLAN FOR VERT. (SEE PLAN) 4 HORZ. REINF. 5PEG5 106 SECTION SCALE: 3/4'=1'-0" LETTERED DETAILS ARE TYPICAL FOR THIS HOME � SHALL BE IMPLEMENTED IN ALL APPLICABLE AREAS. THESE DETAILS ARE NOT "GUT" ON THE PLANS. %%%� G• F "= >>� 4 - AT OF :" 4 0 Al © copyrigYWIA & KULP Structural E%eTngacs 2021 o Z_ J� w w Z o C-0 rn Z w a J CD Q CD oc z Q o t- ♦ ti 1= _ tm W� coCn 'S j M E �a > J�CD C3 z W Y op C o y m tip W Co N co O. M&K project number: 068-2001 1 project mgr: J SB drawn by: R issue date: 10-04-21 REVISIONS: date: initial: "rye C 0 h UO J � 0 LL W w � 0 0z 0 a 4 � W � E.=. Q a U U � z Lo } ox (f� J J NUMBERED DETAILS ARE PLAN sheet: SPEG I F I G AND ARE ONLY REOU I RED WHERE SPECIFICALLY INDICATED ("CUT") ON THE PLANS. SDm2 BOND -BEAM _,___—GONTIN. PREGA5T HEADER 8" GMU PIER ENTIRE COLUMN TO BE &ROUT FILLED GA5T-GRETE GA5T-GRETE WINDOW SILL, WINDOW SILL, OR EQUIV. OR EQUIV. DOUBLE WINDOW L M, 50NRY 1 I ER DET i L SCALE: NTS TRIPLE WINDOW SIM. NOTES: I. UTILIZE 2-PART EPDXY OR fi OTHER ENGINEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). 2. PROVIDE %" DIA. HOLE FOR DOWEL, BLOW OR BRUSH GLEAN. 3. FOLLOW MANUF. INSTALLATION INSTRUCTIONS. FUTURE S" GMU BLOCK DRILL 6" INTO EXIST'& SLAB, EPDXY 8 DRIVE #5 DOWEL, PROVIDE MIN. I - 30" LAP SPLICE I I I 0 6RADE SEE TYP. FOUNDATION DETAILS FOR ADDITIONAL INFORMATION NOT 5HOHN HERE #5 VERT. BAR TO BE LOCATED PER PLAN IN GROUTED CELL M 155ED DOWEL RETROFIT DETAIL SCALE: NTS SIM. ® CM1 STEM FOR DROPPED 6RADE SEE DETAIL I ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT SHOWN HERE FASTEN EA. ROOF TRUSS TO GMU w/ 51HP50N M5TMI6 TN15T STRAP. FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 Y4" LON6 TITEN 5GREN5 PROVIDE MOISTURE BARRIER PLATE (PER TRUSS MANUF) EACH TRU55. PROVIDE 2x FLAT BLOGKIN6 FIT T16HT TO ROOF TRU55E5 @ EVERY OTHER BAY FASTENED TO GMU w/ (3) Y4" DIA. x 3 Y2" LON6 TAPGON5. FASTEN BLOGKIN6 TO ROOF TRU55E5 w/ (2) 3 Y4"x0.131" NAILS @ EA. END. &LE ROFIT DETAIL FASTEN EVERY OTHER TRU55 (w/ WEB BLOGKIN6 AS REO'D) TO 2x BLOCKING w/ (1) 51MP50N A35 GLIP — (2)2x8 FLUSH BEAM STAIRS BEYOND (1) 51MP50N A35 CLIP (3)IOd TOENAILS EA. 5TRIN6ER 1 @ EA. J015T RETRO I T DETAIL SCALE: 2x8 LEDGER FASTENED TO GMU w/ (2) Y4" DIA. x 3Y4" LONG TITEN 2 5GREN5 2x8 LANDIN6 J015T @ 16" O.G. 2x OR I" 05B DECKING (TYP.) —� EXTERIOR GMU WALL (3) SINGLE PLY 2x12 SOUTHERN PINE #2 (OR BETTER) 5TRIN6ER (1) SIMP50N A35 ® EA. STRINGER 2x6 P.T. BOTTOM PLATE FASTENED TO CONCRETE wl (3) We," DIA. x 3Y4" LON6 TITEN 2 5GREN5 SEE DETAIL 31 ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT 5HONN HERE PROVIDE SOLID BLOGKIN6 A5 REQ'D FOR STRAP FA5TENIN& FULL DEPTH BLOGKIN6 4" 05B (MIN), 0/4" LVL OR TRU55 FLOOR TRU55E5 BLOGKIN6 PER MANUF.) @ 48" -PER PLAN O.G. FASTENED TO 2x BLOGKIN& w/ (1) 51MP50N A35 CLIP FASTEN EVERY OTHER TRUSS TO GMU w/ 51MP50N MT5MI6 TH15T STRAP. FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2Y4" LONG TITEN 5GREN5 2x6 FLAT BLOGKIN& (BETWEEN TRUSSES - 16" MIN. LE146TH) FASTENED DONN TO GMU w/ (3)Y4" DIA. x 5Y2" LON6 TAPGON5 @ EA BAY. FASTEN RIBBONL, THRU HALL 5HT6., TO 2x BLOGKIN6 w/ %WxO.131" NAILS ® 3" o.c. FLOOR TRUSSES - SEE PLAN FLOOR 63. ' - PROVIDE VERTIGALS OR SOLID BLOGKIN6 EA. 5TRIN&ER LOCATION 5TAIR 5EGTION SCALE: 3/4"=1'-0" (1) 51MP50N A35 CLIP EA. 5TRIN6ER (2)2x8 FLUSH BEAM 2x OR 1" 056 DECKING (TYP) SEE DETAIL 38 ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT SHOWN HERE X FLOOR TRU55E5 n \ -PER PLAN a 1 1 °> FASTEN BLOCKING TO GMU w/ 5IMP50N MT5MI6 THI5T STRAP. FASTEN STRAP TO GMU wl (4)Y4" DIA. x 2Y4" LONG TITEN 5GREN5 2x6 FLAT BLOGKIN6 TO EA. 51DE OF 055 BLOCKING (I6" MIN. LENGTH) FASTENED DOWN TO GMU w/ (3) Y4" DIA. x 3 Y2" LONG TAPGON5. FASTEN LADDER TRU55, TO 2x BLOCKING w/ 3"xO.131" F TOENAILS @ 3" o.c. RET1I T DET� I L SCALE: 3/4"= I'-O" (3) SIN6LE PLY 2x12 SOUTHERN PINE #2 (OR BETTER) 5TRIN6ER5 (1) 51MP50N A35 CLIP @ EA. 5TRIN6ER 2x4 BLOCKING BETWEEN STRINGERS FASTENED TO BEAM BELOW w/ (3)IOd NAILS 2x8 LANDING JOIST ® 16" O.G. (3)IOd TOENAILS ® EA. J015T 2x8 LEDGER FASTENED TO GMU w/ (2) Y4" DIA. x %" LON6 TITEN 2 5GREN5 16" O.G. GMU WALL sedko1er��i��y�a�� c ' E�N ' c' S` N 7 :Cr'o ST E F '44/" scopyright: �l(LH� N gK?�'1P e a Aru $I In�erir®, 16.LD z Z_ LU w w z_ o C'7 rn Z w a Q � Z = `C U - Q- oc C/) j UJ � °O E 3: >♦ miH a o Z MC, LU N Ike O CEO y m` Lh 2 mW o) N M&K project number: 068-200 1 1 project mgr: ,J S B drawn by: D R issue date: 10-04-21 REVISIONS: date: initial: Cz ~ co a C 0 4x6 P.T. POST PROVIDE (U ~ L SIMP50N L5TAI8 STRAP ON EACH �--+ T T i W T i T W EXTERIOR FACE OF POST, q" MIN W n Z LLB END LEN6TH I...1 O DROPPED BEAMS PER PLAN r��1" v f REAR WOOD LANAI 0 J < TYP. BE,�M TO P05T U GONN. I U SCALE: 3/4"=1'-0° Z v r > O Z r�^ J J LETTERED DETAILS ARE TYPIGAL FOR THIS HOME � SHALL BE IMPLEMENTED IN ALL APPLICABLE AREAS. THESE DETAILS ARE NOT "GUT" ON THE PLANS. NUMBERED DETAILS ARE PLAN SPEG I F I G AND ,ARE ONLY REQU I RED WHERE SPED I F I GALLY INDICATED ("GUT") ON THE PLANS. sheet: SDm3 P I 4�; PERMANENT ROOF TRU55 BRAGIN6 NOTES: (SINGLE FAMILY HOME OR TOWNHOUSE GON5TRUGTION, WITH ROOF TRUSSES SPACED NO MORE THAN 24" O.G) I. WOOD TRU55E5 SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDIN6 COMPONENT SAFETY INFORMATION (BG51) "GUIDE TO 600D PRACTICE FOR HANDLIN6, IN5TALLIN6, RE5TRAININ6 $ BRAGIN6 OF METAL PLATE CONNECTED WOOD TRUSSES," (2008 EDITION). 2. TOP CHORD BRA6IN6: TOP CHORDS SHALL BE BRACED BY DIRECT -APPLIED PLYWOOD/0513 5HEATHIN6. • IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRUSS OR TO PURLIN5 FASTENED TOP CHORD, CONTACT M$K FOR BRAGIN6 DESIGN. 3. BOTTOM CHORD BRACING: a. THE BOTTOM GHORD5 SHALL BE BRACED BY DIRECT -APPLIED G.W.B. GEILIN6 4. WEB MEMBER BRAGIN6: THE TRU55 MANUFACTURER SHALL INDICATE THE TRU55 MEMBERS (WEB5, VERTIGAL5) THAT REQUIRE LATERAL BRAGIN6/RE5TRAINT. a. 'T' OR 'L' BRACE: WHERE BRACIN6 15 REQUIRED A5 INDICATED ON SHOP DRAWIN6, UTILIZE 'T' OR 'L' BRACES (REFERENCE BC51-63 F16URE5 B3-18 $ 133-Iq). SHOP APPLIED REINFORCEMENT PER BG51-B3 F16URE5 83-22 $ BG-23 15 ACCEPTABLE. • 'T' $ V REINFORGIN6 MATERIAL SHALL MATCH THE 51ZE OF THE WEBNERTIGAL MEMBER. • V $ 'T' REINFORGIN6 TO BE A MINIMUM OF q0% OF THE LENGTH OF THE WEBNERTIGAL MEMBER. • FA5TEN 'L' OR 'T' REINFORGIN6 TO WEBNERTIGAL N/ Ibd GUN NAIL5 (0.13lx3 I/2") AT 6" O.G. b. CONTINUOUS LATERAL BRACING ALTERNATE: WHEN THREE (3) OR MORE SIMILARLY GONFI6URED ROOF TRUSSES AL16N, CONTINUOUS ROWS OF LATERAL BRAGIN6 MAY BE USED IN LIEU OF THE ABOVE -NOTED V OR 'T' BRAGE5. • CONTINUOUS ROWS OF LATERAL BRAGIN6 SHALL GON515T OF MINIMUM 2x4. ROWS SHALL BE LAP 5PLIGED ONE TRU55 BEYOND IN EACH DIRECTION. SECURE BRACE TO EACH TRU55 COMPRESSION WEB w/ (2) Ibd 6UN NAILS (0.13lx3 1/2") • CONTINUOUS LATERAL BRACING SHALL BE RESTRAINED BY DIAGONAL BRAGING (MIN. 2" THICK NOMINAL LUMBER $ MINIMUM 5PF 'STUD' 6RADE MATERIAL). THIS BRAGIN6 15 TO BE CONTINUOUS. PROVIDE ONE ROW OF DIAGONAL BRAGIN6 AT VERTICAL WEB MEMBERS OF TRUSSES CLOSEST TO EACH GABLE END WALL $ ADDITIONAL DIAGONALS AT 20'-0" AS REQUIRED. DIAGONAL BRACE NAILED TO OPP051TE PROVIDE (2) Ibd NAILS ® 51DE OF WEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIRECT -APPLIED PLYWOOD/05B A ROOF 5HEATHIN6 COMPRESSION WEB (5LOPING OR VERTICAL) J COMPONENT � GLADDIN6 PRESSURE ZONES Gomponent5 � Gladding Wind Pre55ures UP TO 140 MPH Wind Zone Exp. B, Risk Gat. II Enclosed, 0.18 Int. Pressure Goeff. MEAN ROOF ZONE PRE55URE50 ZONE PRE55URE5 HT: 25 FT. (5F) (P5F) ROOF (HIP) O +14A -26.6 2r +14A -36.8 20' TO 21° 2e +14A -36.8 3O +14A -36.8 OI +14.q -28.3 2r +14A -45.1 ROOF 2e +14A -28.3 3e +14A -45.1 (GABLE) 20' TO 21' 2n +14A -45.1 0 +141 -53.6 O +21.2 -22.1 WALL5 Q +21.2 -28.3 NOTE:Pre55ure5 charted here are allowable prea5ure5 and are permitted to be converted per A5GE 1-16 5ectlon 2.4.1 to get an equivalent ultimate load pressure. Divide allowable pre55ure5 by a factor of 0.6 to obtain ultimate pres5ure5. Values are based on worst case Scenario of 10 p5f (eff. area). Refer to notes on 5-0.0 for roof/wall nailing requirements. z � seal;,, .'�� •��'c"',y y `'ti°° N 4 s • * s S TE OF c copyright: MULIftWLP Lu t a � Structural Engineering, Inc. 0 CD Z_ JFC w w Z_ c CD � Z w aa.. J � Q m Z= A U � Q �E W~ m cn j � m E a Q 1 o W Y CP 21-9 y m W o c-4 cc M n 7 M&K project number; CONTINUOUS LATERAL BRACE 0 6 8-2 00 1 1 \\INDIV. ALTERNATE A (3) OR MORE ADJACENT SIMILAR TRUSSES (SEE TRUSS SHOP DRAWIN65 project mgr; J s B ......................._ ............. _................. _.... F. ........... " FOR LOGATIONS) drawn by: D R 2x 5TRON6BAGK MAY BE INSTALLED FOR GON5TRUGTABILITY ISSUe date; 10 �-2 TO KEEP EVEN 5PAGIN6 AT BOTTOM GHORD (NOT REQ'D FOR STRUCTURE) REVISIONS; GONTIN. LATERAL BRAGIN6 ate: initial: TO LAP ACROSS MIN. (1) DIRECT -APPLIED TRUSS BAY AS SHOWN 6W13 GEILIN6 SECTION B-B ALTERNATE METHOD WERE 0) OR MORE 51MILAR 1RI %B ARE 6ROUPW B WEB MEMBER REQUIRIN6 BRAGIN6 A5 INDICATED BY TRU55 MANUFACTURER 2x STRON6BAGK (NOT REQ'D FOR 2x 5TRON6BAGK5 MAY BE INSTALLED FOR GON5TRUCTABILITY �•� STRUCTURE) TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REQ'D FOR • ^I �i DIRECT -APPLIED 5TRUGTURE) a PLYWD/05B Cz fJ DIRECT -APPLIED B 'L' OR 'T' BRAGIN6 61AB GEILIN6 NEB5 DE516NATED BY TRU55 MANUF. TYPICAL TRUSS ELEVATION PERMANENT TRU55 BRAG I NG nETA I L5 NOTES O A SCALE- NONE VIREGT ,aFFul n celuN6 � a J Ui~ w W Q z 0 a Z) Ld J o I U z Lo@-) O z JJ LETTERED DETAILS ARE TYPICAL FOR TH 15 HOME � SHALL BE IMPLEMENTED IN ALL APPLICABLE AREAS. THESE DETAILS ARE NOT "GUT" ON THE PUNS. NUMBERED DETAILS ARE PLAN 5PEG I E I G AND ARE ONLY REGU I RED WHERE 5PEG I E I GALLY INDICATED ("GUT") ON THE PUNS. sheet: ;I 70M -Moll 4.. v ��� , ��� � �I �� r Z� 5�� ���