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Home My WebLink About6757 Shelby Lynn Way_ 11—LiYlaa,iu �,.r.y..aru,.... i _ I._� _ � _ _ a _4s k L.. ,i i - L 1 1 _ - _� ._i LPL is -�f►� s ;,1, _.� .1i1:.. 1.:.1;ulL 1 jj.bjAS l:JAW k,_L& Il"k S61-1 t4LUL u A.A. ,- ABBREVIA`T'IOIliS 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. I BRICK OHGD OVERHEAD GARAGE DOOR OPER OPERATOR C.J. CONTROL JOINT OPNG OPENING 91 CENTER LINE OPT OPTIONAL CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD COL. COLUMN OZ OUNCE CONC. CONCRETE 1/13 ONE ROD COND. CONDITION 1/S ONE SHELF CONT. CONTINUOUS CANT. CANTILEVER PC PRECAST CLG. CEILING PDS PULL -DOWN STAIR CM CROWN MOLDING PKT POCKET DOOR CR CHAIR RAIL PNL PANEL PLYWD PLYWOOD D DRYER PREFAB PREFABRICATED d PENNY PR PAIR DBL. DOUBLE PROJ PROJECTED DIA. DIAMETER PSI POUNDS PER SQUARE INCH DIR. DIRECTION PSF POUNDS PRE SQUARE FOOT DN DOWN P.T. PRESSURE TREATED DR DW DOOR DISH WASHER QUAD QUADRUPLE DWG 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 WC WATER CLOSET INSUL. INSULATION WD WOOD INT. INTERIOR wwM WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB 0 TM Corrlparlies, 90 Matawan Road —w- Matawan, NJ 07747 (732) 383-2200 EMERALD ASPIRE ELEVATION "B" 6757 SHELBY LYNN WAY ZEPHYRHILLS, FL 33542 LOT 027 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: a,0 O 1 ST FLR A/C 968 SQ. FT. 2ND FLR A/C 1353 SQ. FT. TOTAL A/C 2321 SQ. FT. ENTRY 36 SQ. FT. GARAGE 386 SQ. FT. LANAI 120 SQ. FT. TOTAL U R 2863 SQ. FT. BUILDING DATA THESE PLANS HAVE BEEN PREPARED TO MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 7th Edition (2020) RESIDENTIAL w/ APPLICABLE SUPPLEMENTS OCCUPANCY: R3 BUILDING TYPE: VB SPRINKLED: NO DRAWING INDEX CS1 COVERSHEET & BUILDING DATA CS2 GENERAL NOTES A1.1 FIRST & SECOND FLOOR PLANS A2.1 FRONT & REAR ELEVATIONS A2.2 SIDE ELEVATIONS A3.1 ROOF PLAN A4.1 STAIR & RAILING DETAILS A5.1 BUILDING SECTIONS A5.2 TYPICAL WALL SECTIONS WP1 WATERPROOFING DETAILS WP2 WATERPROOFING DETAILS E1.1 FIRST & SECOND FLOOR ELECTRICAL PLANS P1.1 SLAB PENETRATION PLAN S-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN S-1.2 SECOND FLOOR FRAMING PLAN 010RK SHAL.I, Cm,! ILY WITH PREVAILING S-1.3 ROOF FRAMING PLAN CGS" FI_oI°0j,uAr I. NATIONAL. E',�r( P', SD-1 FOUNDATION DETAILS AND THE CITY °' `:�v��Ili�L6 SD-2 STRUCTURAL DETAILS pFtDINAN VI REVIEV\/ DATE A"'0 0 9 Ctl SD-3 STRUCTURAL DETAILS CITY OF 7F,l_-'ijYRHI PBSB-1 STRUCTURAL DETAILS PLAN EhkvIItvFR CC w > 2 �o°� WccQ0 p 1- < uj w cc U) J �xcrcc: zzzpw °C i < LIJ EL � =ZLLfU) azo a cz Q o 0 G?j w u wA 0x U) z o wA O O W-j U a w ww _O R l i� Uw O� % No 77824„ tt c L STATE OF O`. F AL fit! it COMMUNITY: COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6102 RELEASED: 7/13/21 SHEET cs I 4- GENERAL CONSTRUCTION NOTES DWELLING -GARAGE SEPARATION: R308.4.3 GLAZING IN WINDOWS R311.7.8.2 CONTINUITY ROOF ASSEMBLIES: GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A R302.5 DWELLING -GARAGE OPENING AND PENETRATION PROTECTION SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER R903.2 FLASHING OPENINGS AND PENETRATIONS THROUGH THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR FLASHINGS SHALL BE USED TO SEAL ROOFING SYSTEMS, WHERE THE SYSTEM IS INTERRUPTED OR THE GARAGE SHALL BE IN ACCORDANCE WITH SECTIONS R302.5.1 THROUGH R302.5.3. 1. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE FEET, SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 11/2 TERMINATED AND SHALL BE INSTALLED IN A MANNER THAT PREVENTS MOISTURE FROM ENTERING THE WALL 2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES ABOVE THE FLOOR, INCHES (38 MM) BETWEEN THE WALL AND THE HANDRAILS. AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE PERMEABLE MATERIALS AND AT R302.5.1 OPENING PROTECTION 3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES ABOVE THE FLOOR; AND INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES, 5. MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. EXCEPTIONS: 1. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE TURN. R903.2.1 LOCATIONS NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED 2. THE USE OF A VOLUTE, TURNOUT, STARTING EASING OR STARTING NEWEL SHALL BE ALLOWED FLASHINGS SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, WHEREVER THERE IS A CHANGE IN WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES (35 MM) IN THICKNESS, SOLID OR R308.4.5 GLAZING AND WET SURFACES OVER THE LOWEST TREAD. ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. WHERE FLASHING IS OF METAL, THE METAL HONEYCOMBCORE STEEL DOORS NOT LESS THAN 13/8 INCHES (35 MM) THICK, OR 20-MINUTE FIRE -RATED GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN PROVIDED IN TABLE R903.2.1 OR IN DOORS. SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE R311.7.8.3 GRIP -SIZE COMPLIANCE WITH RAS 111. EXCEPTION: FLASHING IS NOT REQUIRED AT HIP AND RIDGE JUNCTIONS. R302.6 DWELLING -GARAGE FIRE SEPARATION THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL ANY STANDING OR WALKING SURFACE SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. THIS GRASPABILITY. R903.2.3 MEMBRANE FLASHINGS COMPLY WITH SECTION R302.5. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R702.3.5. SHALL APPLY TO SINGLE GLAZING AND EACH PANE IN MULTIPLE GLAZING. ALL MEMBRANE FLASHING SHALL BE INSTALLED ACCORDING TO THE ROOF ASSEMBLY MANUFACTURER'S THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE 1. TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT PUBLISHED LITERATURE. PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. EXCEPTION: GLAZING THAT IS MORE THAN 60 INCHES, MEASURED HORIZONTALLY AND IN A STRAIGHT LESS THAN 11/4 INCHES (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL IS NOT LINE, FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SWIMMING POOL OR FROM CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF NOT LESS THAN 4 INCHES (102 MM) AND NOT R905.1.1.1 UNDERLAYMENT FOR ASPHALT, METAL, MINERAL SURFACED, SLATE AND SLATE -TYPE ROOF THE EDGE OF A SHOWER, SAUNA OR STEAM ROOM. GREATER THAN 61/4 INCHES (160 MM) WITH A CROSS SECTION OF DIMENSION OF NOT MORE THAN 21/4 COVERINGS TABLE R302.6 DWELLING -GARAGE SEPARATION INCHES (57 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 MM). UNDERLAYMENT FOR ASPHALT SHINGLES, METAL ROOF SHINGLES, MINERAL SURFACED ROLL ROOFING, FROM THE RESIDENCE AND ATTICS R308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS SLATE AND SLATE -TYPE SHINGLES, AND METAL ROOF PANELS SHALL COMPLY WITH ONE OF THE FOLLOWING NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INCHES ABOVE THE 2. TYPE 11. HANDRAILS WITH A PERIMETER GREATER THAN 61/4 INCHES (160 MM) SHALL HAVE A METHODS: FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5/8-INCH TYPE X GYPSUM BOARD OR EQUIVALENT 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 STRUCTURE(S) SUPPORTING FLOOR/CEILING ASSEMBLIES USED FOR SEPARATION REQUIRED BY THIS 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 PROFILE AND ACHIEVE A DEPTH OF NOT LESS THAN 5/16 INCH (8 MM) WITHIN 7/8 INCH (22 MM) BELOW THE INSTALLED AS FOLLOWS: APPLY A 19-INCH (483 MM) STRIP OF UNDERLAYMENT FELT PARALLEL TO AND 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 STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING AT THE EAVE, APPLY 36-INCH-WIDE (914 MM) SHEETS OF UNDERLAYMENT, OVERLAPPING SUCCESSIVE SHEETS 19 INCHES (483 MM); NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS INCH (10 MM) TO A LEVEL THAT IS NOT LESS THAN 13/4 INCHES (45 MM) BELOW THE TALLEST PORTION OF END LAPS SHALL BE 6 INCHES AND SHALL BE OFFSET BY 6 FEET. THE UNDERLAYMENT SHALL BE ATTACHED THAN 36 INCHES ABOVE THE LANDING AND WITHIN A 60-INCH HORIZONTAL ARC LESS THAN 180 DEGREES THE PROFILE. THE WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE NOT LESS THAN 11/4 INCHES TO A NAILABLE DECK WITH CORROSION -RESISTANT FASTENERS WITH ONE ROW CENTERED IN THE FIELD OF R302.7 UNDER -STAIR PROTECTION FROM THE BOTTOM TREAD NOSING SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. (32 MM) AND NOT MORE THAN 23/4 INCHES (70 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12 INCHES (305 MM) O.C., AND ONE ROW AT THE END ENCLOSED SPACE UNDER STAIRS THAT IS ACCESSED BY A DOOR OR ACCESS PANEL SHALL HAVE WALLS, INCH (0.25 MM). AND SIDE LAPS FASTENED 6 INCHES (152 MM) O.C. UNDER -STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH (12.7 MM) GARAGES: GYPSUM BOARD. GUARDS: 5. TWO LAYERS OF A REINFORCED SYNTHETIC UNDERLAYMENT THAT HAS A PRODUCT APPROVAL AS AN ALTERNATIVE TO UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II SHALL BE PERMITTED TO BE USED. R309.1 FLOOR SURFACE SYNTHETIC UNDERLAYMENT SHALL HAVE A MINIMUM TEAR STRENGTH OF 15 LBF IN ACCORDANCE WITH ASTM FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX: GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL. R312.1.1 WHERE REQUIRED D4533 AND A MINIMUM TENSILE STRENGTH OF 20 LBF/INCH IN ACCORDANCE WITH ASTM D5035, AND SHALL GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF OPEN -SIDED ED WALKING SURFACES, INCLUDING MEET THE LIQUID WATER TRANSMISSION TEST OF SECTION 8.6 OF ASTM D4869. SYNTHETIC UNDERLAYMENT R302.STAIRS SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR WALL AND CEILING FINISHES THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO RAMP AND LANDINGS, THAT ARE LOCATED MORE S GS, OC O THAN 30 INCHES (762 MM) MEASURED SHALL BE INSTALLED AS FOLLOWS: APPLY A STRIP OF SYNTHETIC UNDERLAYMENT THAT IS HALF THE WIDTH FLAMEFLAME FLAME SPREAD AND SMOKE -DEVELOPED INDEXES FOR WALL AND CEILING FINISHES SHALL BE IN FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 24 INCHES (610 MM) HORIZONTALLY OF A FULL SHEET PARALLEL TO AND STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. 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 EGRESS: SUCCESSIVE SHEETS HALF THE WIDTH OF A FULL SHEET PLUS THE WIDTH OF THE MANUFACTURER'S R302.10 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR INSULATION R312.1.2 HEIGHT REQUIRED GUARDS AT OPEN -SIDED WALKING SURFACES, INCLUDING STAIRS, PORCHES, BALCONIES OR SINGLE -PLY OVERLAP. END LAPS SHALL BE 6 INCHES AND SHALL BE OFFSET BY 6 FEET. SYNTHETIC 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 CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES. EXCEPTIONS: UNDERLAYMENT SHALL BE ATTACHED USING ANNULAR RING OR DEFORMED SHANK NAILS WITH METAL OR 1. GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 34 INCHES (864 MM) PLASTIC CAPS WITH A NOMINAL CAP DIAMETER OF NOT LESS THAN 1 INCH. METAL CAPS ARE REQUIRED 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 1.1.VERTICALLY AT THE CEILING AND FLOOR LEVELS. WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. WINDOW OPENING CONTROL DEVICES EXCEPTIONS: THE I CLAY AND CONCRETE TILE THE INSTALLATION 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 RU INSTALLATION INSTRUCTIONS, I ST UCT ONO, OR RECOMMENDATIONS OF RI 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. ERE T 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 R3G1.2.1.3 OR THE RECOMMENDATIONS OF RAS 118, 119 OR 120. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. R312.2.1 WINDOW SILLS SPHERE 43/8 INCHES (111 MM) IN DIAMETER. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.7. IN DWELLING UNITS, WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING IS LOCATED LESS EXHAUST SYSTEMS: 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, THAN 24 INCHES (610 MM) ABOVE THE FINISHED FLOOR AND GREATER THAN 72 INCHES (1829 MM) ABOVE CONCRETE FLOORS: WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING, THE OPERABLE M1501.1 OUTDOOR DISCHARGE COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: R506.2.3 VAPOR RETARDER THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS IN E136 REQUIREMENTS. A 6-MIL (0.006 INCH; 152 MM) POLYETHYLENE OR APPROVED VAPOR RETARDER WITH JOINTS LAPPED NOT ACCORDANCE WITH SECTION M1506.3. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R1003.19. 1. OPERABLE WINDOWS WITH OPENINGS THAT WILL NOT ALLOW A 4-INCH-DIAMETER (102 MM) SPHERE LESS THAN 6 INCHES (152 MM) SHALL BE PLACED BETWEEN THE CONCRETE FLOOR SLAB AND THE BASE CRAWL SPACE. 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 SEC'S IONS 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. STAIRWAYS: CARPORTS. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET (10 668 MM) FROM THE CONNECTION TO THE 3. DRIVEWAYS, WALKS, PATIOS AND OTHER FLATWORK NOT LIKELY TO BE ENCLOSED AND HEATED AT TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUM 1. TWO-INCH (51 MM) NOMINAL LUMBER. A LATER DATE. LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN ACCORDANCE WITH TABLE M1502.4.5.1. THE MAXIMUM 2. TWO THICKNESSES OF 1-INCH (25.4 MM) NOMINAL LUMBER WITH BROKEN LAP JOINTS. R311.7.1 WIDTH 4. WHERE APPROVED BY THE BUILDING OFFICIAL, BASED ON LOCAL SITE CONDITIONS. LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. 3. ONE THICKNESS OF 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS WITH JOINTS BACKED BY STAIRWAYS SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN CLEAR WIDTH AT ALL POINTS ABOVE THE 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS. PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. THE CLEAR WIDTH OF WALL COVERING: M1502.4.5.2 MANUFACTURER'S INSTRUCTIONS 4. ONE THICKNESS OF 3/4-INCH (19.1 MM) PARTICLEBOARD WITH JOINTS BACKED BY 3/4-INCH (19.1 MM) THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL BE NOT THE SIZE AND MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED BY THE DRYER PARTICLEBOARD. LESS THAN 311/2 INCHES (787 MM) WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 INCHES (698 R702.4.2 BACKER BOARDS MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE CODE OFFICIAL SHALL BE PROVIDED WITH A COPY OF 5. ONE -HALF -INCH (12.7 MM) GYPSUM BOARD. MM) WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. MATERIALS USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN THE INSTALLATION INSTRUCTIONS FOR THE MAKE AND MODEL OF THE DRYER AT THE CONCEALMENT 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 INSPECTION. IN THE ABSENCE OF FITTING EQUIVALENT LENGTH CALCULATIONS FROM THE CLOTHES DRYER MANUFACTURER, TABLE M1502.4.5.1 SHALL BE USED. 7. BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED MATERIALS R311.7.2 HEADROOM WITH THE MANUFACTUREROS RECOMMENDATIONS. INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE. THE HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN 6 FEET 8 INCHES (2032 MM) MEASURED 4. DRYER EXHAUST DUCT POWER VENTILATOR 8. CELLULOSE INSULATION INSTALLED AS TESTED IN ACCORDANCE WITH ASTM El 19 OR UL 263, FOR VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF TABLE R702.4.2BACKER BOARD MATERIALS THE M M 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. R302.12 DRAFTSTOPPING R311.7.5 STAIR TREADS AND RISERS FIBER -REINFORCED GYPSUM PANELS (ASTM C1278) NONASBESTOS FIBER -CEMENT BACKER BOARD (ASTM C1288 OR ISO 8336, CATEGORY C) GENERAL NOTES: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE STAIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF THIS SECTION. FOR THE PURPOSES OF NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS (ASTM C1325) CONCEALED SPACE OF A FLOOR -CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE THIS SECTION, DIMENSIONS AND DIMENSIONED SURFACES SHALL BE EXCLUSIVE OF CARPETS, RUGS OR ATTENTION GENERAL CONTRACTOR / BUILDER: AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET (92.9 M2). DRAFTSTOPPING RUNNERS. WINDOW INSTALLATION ISSUANCE OF PLANS FROM THE ARCHITECT SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO ENCLOSED A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL R311.7.5.1 RISERS INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR BE PROVIDEDD IN FLOOR -CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: THE RISER HEIGHT SHALL BE NOT MORE THAN 73/4 INCHES (196 MM). THE RISER SHALL BE MEASURED MANUFACTURER FOR EACH WINDOW. ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY 1.CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 MM). R703.4 FLASHING REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF THE TREAD ABOVE AT APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE 2.FLOOR FRAMING IS CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS. AN ANGLE NOT MORE THAN DEGREES 1 RAD FROM THE VERTICAL. OPEN RISER 30 0 5 ( ) S ARE PERMITTED ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE ARCHITECT, THE ARCHITECT SHALL NOT BE HELD 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. R311.7.5.2 TREADS 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 THE TREAD DEPTH SHALL BE NOT LESS THAN 10 INCHES (254 MM). THE TREAD DEPTH SHALL BE SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR MAKE THE REQUESTED INSPECTIONS AND SHALL EITHER INDICATE THE PORTION OF THE CONSTRUCTION OTHERWISE APPROVED BY THE BUILDING OFFICIAL. THE INTEGRITY OF THE DRAFTSTOPS SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A THAT IS SATISFACTORY AS COMPLETED, OR NOTIFY THE PERMIT HOLDER OR HIS OR HER AGENT WHEREIN MAINTAINED. 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 MM). WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE FOUNDATION INSPECTION NOTES: FFOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE R308.4.1 GLAZING IN DOORS R311.7.5.3 NOSINGS EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED GLAZING IN FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE NOSINGS AT TREADS, LANDINGS AND FLOORS OF STAIRWAYS SHALL HAVE A RADIUS OF CURVATURE AT 1.EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. CONSIDERED TO BE A HAZARDOUS LOCATION. THE NOSING NOT GREATER THAN 9/16 INCH (14 MM) OR A BEVEL NOT EXCEEDING 1/2 INCH (12.7 MM). A SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER EXTERIOR FINISHES: EXCEPTIONS: NOSING PROJECTION NOT LESS THAN 3/4 INCH (19 MM) AND NOT MORE THAN 11/4 INCHES (32 MM) SHALL BE PROVIDED ON STAIRWAYS, THE GREATEST NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST 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 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. FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS STANDARDS. 2. DECORATIVE GLAZING 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 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 LAYERS OF WATER RESISTANT BARRIERS IN ACCORDANCE WITH FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, R703 AND ASTM C926. TEXTURE PER COMMUNITY R308.4.2 GLAZING ADJACENT TO DOORS. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TO INCHES (279 MM). APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN FLOOD ZONE REQUIREMENTS: BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 R311.7.8 HANDRAILS ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. INCHES ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH FLIGHT WITH FOUR OR MORE AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT CONDITIONS: RISERS. WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR MECHANICAL AND HVAC: 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE 1. WHERE THE GLAZING IS WITHIN 24 INCHES OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE R311.7.8.1 HEIGHT SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. DOOR IN A CLOSED POSITION. 2. WHERE THE GLAZING IS ON A WALL LESS THAN 180 DEGREES FROM THE PLANE OF THE DOOR IN A HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE 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 OTHERPROFESSIONAL. CLOSED POSITION AND WITHIN 24 INCHES OF THE HINGE SIDE OF AN IN -SWINGING DOOR. THAN 38 INCHES (965 MM). PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR 1.3. IN ACCORDANCE WITH OTHER APPROVED METHODS. REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (762 mm) DEEP AND 30 INCHES (762 mm) WIDE EXCEPTIONS: EXCEPTIONS: 1.4. IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 1. DECORATIVE GLAZING 1. THE USE OF A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED OVER THE LOWEST FMA/AAMA/WDMA 400. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. #26 GAUGE (0.48 mm) SHEET STEEL OR OTHER 2. WHERE THERE IS INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. TREAD. STUCCO WALLSWITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. , APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 3. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR LESS IN 2. WHERE HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE CONTINUOUS TRANSITION BETWEEN FLIGHTS, TRANSITIONS AT WINDER TREADS, THE TRANSITION FROM HANDRAIL TO GUARD, OR 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (76 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 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF INSTALLATION INSTRUCTIONS. 4. GLAZING THAT IS ADJACENT TO THE FIXED PANEL OF PATIO DOORS. PERMITTED TO EXCEED 38 INCHES (956 MM). WOOD -FRAME CONSTRUCTION. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN 6. AT WALL AND ROOF INTERSECTIONS. AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. Ir W 2: CC in uj �00f- } >o ao W C/) 5- W W aF_>g ❑ x oSZZ�W � Q z J W a. _ cc a. �U)❑OU - HZLL(A Q Z ❑ cz n Q o �Z Q H U) O w 0 O U Z O mi to o w O W w w _O U cn W G o� F E O s a o * No 77824 ` STATE a •. ; w NAL COM i LINKS AT CALUSA SPRINGS PLAN # 6102 RELEASED: 7/13/21 SHEET i CS2 O z w cc Q W 0 z Q 0 06 W z g w W w H v� 0 z 3 cc 0 od U) z a w CD w m CV Q N 00 O 0 M I \\\ 5.1 \ \ ROOF BELOW \ 35'-0"/ I y ' I I I I I I 22'-211 91-411 31-611 n nIMI-M Annvl 1^ 15^11-6n11 Ipnnvl If'1 I �7 '3050 SH I ( "3050 SH *3050 SH (36"X60" EGRESS)I ( (36"X60" EGRESS) (36"X60" EGRESS) 5'-711 15'-711 9'-01, 4'-10" ROOF BELOW'\ ' 351-0" 1-------- I I SECOND FLOOR PLAN SCALE: 1 /4"=1'-0" Cfl co r 5 co co 13'-0" 91.411 35 SH m GREAT ROOM 8'-8" CLG 99-4211 2 A-- -- 5.1 3-SIDED ACRYLIC SURROUND Ln: 3'-111_ WC 61.01 co ' 34"X60" ItN M ACRYLIC LA SHOWER PAN EX STE SHOWER BATH HEAD & ? CONTROLS �a m 1 A5.1 i I 35'-011 I 12'-0" 11'-011 STUCCO WRAPPED — - BEAM @a T-8" STUCCO WRAPPED - 4X6 POSTS LANAI 8'-8" CLG MOISTURE RESISTANT DRYWALL CEILING 13'-411 10'-011 1 W co I aF I � 3� vm I _ 1 co -1 0 7'-211 5'-2" rn r 6068 SGD TEMP. 1 23 SH D/W r^N I 1EEo I - CD DINING AREA ' Lo KITCHEN L I 8'-8" CLG 8'-8" CLG 1 �� 7.82 221_511 3'-3" 7-7 U) 36" HEIGHT i I w z c) COUNTERTOP Co e " N -1 I I I I I j� 2x4 LOW WALL r ISLANDS i 2x4 STUD WALL & cc 1" 3 -52 1. L fT-- - --1 REF. WATERLINE SOFFIT BELOW STAIR II a w i 1 6'-0" W/ 1/2" GYPSUM BD. 3'-71' 8'02 1„ -1 C10 4'-3" 11 O m 1 ii '-5'I 2" LOW WALL 11-- 1— 2X6 WALL TIN 6-32" T�N 1 104 rr 1 co R&S LIN. CL 4 12" SH CV 1 11 2X6 WALL (XFER 3 -0 GRILL 5'-11 111 3,_1 �11 V�� G 2 FOYER 1'-31" 8'-8" CLG EXTRA SUITE 7 BEDROOM cv CV 8'-8" CLG f r RK r 10'-1 " 5'-3 11 0 2 CC 2868 SC W/ SELF J rU CLOSER O 21_011 LINE OF 2" CONC.CURB 2 CAR GARAGE 1/2" WALL BOARD ON GARAGE SIDE 5/8" TYPE "X" PROVIDE CEILING BOARD INSULATION AS ABV. REQ'D 0 N ------------------------------- I 1 111 ><� 4 -0 7"x63" EGRESS $ -0 ENTRY @� u 8'-8" CLG �- Q1 I-o $bol g�co o----------- FLAT SOFFIT 4,-811 11_011 1 0'-411 61_8" 0 35'-011 FIRST FLOOR PLAN SCALE: 1 /4"=1'-0" 12X12 COL. I I I 16070 GARAGE DOOR 16'-011 BAN '-4 00 co M s In LEGEND SYMBOLS A BUILDING/WALL SECTION SHl MARKER OINTERIOR ELEVATION MARKER EMERGENCY ESCAPE & RESCUE dTEP ELEVATION STEP BRKX FLOORING BREAK WALL TYPES 2x WOOD/STEEL FRAMED PARTITION INTERIOR PARTITION w/ INSULATION CMU WALL CMU WALL w/ FURRING & INSULATION NOTE: INTERIOR WALLS ARE DRAWN TO ROUGH DIMENSIONS STAIR DIAGRAM N STAIR CALCS. FLOOR TO FLOOR HEIGHT 10'-2 3/4" CONVERTED TO INCHES 122 3/4" TOTAL NUMBER OF RISERS 16 TYP. RISER HEIGHT 7 11/16" TREAD DEPTH 10" NOSING 1 SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL SOLID SURFACE BRACKET SPACED ((rr�� 16" O.C. FOR COUNTERTOP (SVERHANGS GREATER THAN 10" TOP PLATE 1'-2" MAX 2x4 STUD WALL SEE PLANS FOR WALL LAYOUT =_ 1/2" GYP. tBASE CABINET AS BD. PER SHOP DWG �j N WD.BASE r MOLDING FINISH FLOOR FINISH F OOR1A r SUBFLOOR IT TYPICAL DOOR PLACEMENT DIAGRAMS F.n f Fn ODOORS LOCATED WITHIN A LENGTH OF WALL A ARE TO BE CENTERED UNLESS DIMENSIONED OR NOTED OTHERWISE. DOORS LOCATED ADJACENT TO WALL OINTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. W Lu Wz0= O >- H >oC¢0 uj F— (nUWW �CC W F- 5cc(rcc Y 0 H z �IL000) z z z H Lu z � J U) 5` J W (L=12a �(p0U = z tL U) H ¢ ? p 1 n ZZ a om n O � Q Q 0 0 Z U) 0 Z U 0 u m w �a ca O 0 U)0 0 x J I� w x w O E W G U) 04 U ,•�a�ENg4 j �C 1: %• No 77824 . 1 STATE OF t OR`pP .•� COM UNKS AT CALUSA SPRINGS PLAN # 6102 RELEASED: 7/13/21 SHEET Al*l , WINDOW TRIM DETAIL SCALE: 3/4"=1'-0" WINDOWSILL DETAIL SCALE: 3/4"=1'-0" in N 1'-10" SCORED RAISED BAND FOAM PANEL DETAIL SCALE: 3/4"=1'-0" BLDG. HEIGHT IN ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 12 5 r� 5:12 0 12 5 35 SH FIN. FLR. L_j 6068 SGD 22"x38" DECORATIVE FOAM - PANEL DETAIL ROOF SHINGLES PER - COMMUNITY SPECS (TYP.) 4" WIDE STUCCO BAND (+1) - �T.O. WALL _ _ 6" FASCIA - T.O. WINDOW 18" DECORATIVE FOAM - SHUTTERS 4" WIDE STUCCO BAND (+1) - 6:12 ROOF SHINGLES PER - COMMUNITY SPECS (TYP.) 4" WIDE STUCCO BAND (+1) - T.O.2ND FL - - :j HE T.O. MASONRY _ T.O. WINDOW 4" WIDE STUCCO BAND (+1) - 12x12 COLUMN - REAR ELEVATION SCALE: 1 /4"=1'-0" 12 5:12 5 0 II 12 5 12 12 5 `7- 5N rL 3 T i 15 E= ci ElEl * 050 S 12 CJ *3050 SH CV *3050 SH 6 �� T O 2ND FL N 4 *25 SH FIN_FLR. --__-- -- -- -- -- 0 3068 ` FRONT ELEVATION SCALE: 1/4"=1'-0" ROOF SHINGLES PER COMMUNITY SPECS (TYP-) 4" WIDE STUCCO BAND (+1) 6" FASCIA 4" WIDE STUCCO BAND (+1) 18" DECORATIVE FOAM SHUTTERS 4" WIDE STUCCO BAND (+1) F:7E]E1mmE1p[:1- 4"WIDE STUCCO 16070 GARAGE DOOR PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE :.h e.•: r. s.. tiv;Yd FINISH Aran::•... :a• t.•C`_ •. SAND TRIM COLOR FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C 1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) SHUTTER DETAIL SCALE: 3/4"=1'-0" SQUARE COLUMN DETAIL SCALE: 3/4"=1'-0" cc w }2cr �00 � >c ao w�pl- wW (AVcc Q � W ~ J6)ww Z) cc ZZ0W W IL Q C _Cr- _3c/pOU �2ZLLC_A �F-QZp cz � 4 n a c tot H cn z 0 0 OEM 0 w U j 0 w W-j 0 w a 0 cd C� z 0 a w � w 0 R U) w C3 U) 04 a ``�Q �';,�GENBF'•• G� No 77824 STATE OF ; ' p S4 i F ' OR10P /OIVA1. COMMUNITY: LINKS A�CALUSAA SPRINGS PLAN # 6102 RELEASED: 7/13/21 SHEET A2.1 z r n z 5 n z n r �;e !Pll��' Il�wrlllflw�+�ii�elr of RIGHT ELEVATION SCALE: 1/4"=1'-0" LEFT ELEVATION SCALE: 1 /4"=1'-0" 12 12 onnc ouwkin_I cc, oco 12 PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH TRIM COLOR SAND FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & 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 cr- uj �o°F- >o ao W =) p H Q= W W CC (n W W � (Y cc M YQI—Z WOOU) Z Z Z ~ Z �g(DQ2 W CL = CL �cnp0Q =ZLL(n azo cz,cz n cz (� n O �Q Q U) 0 Z 0 O u om w 0 w � w � O A I (n A w 2 w 0 U) W G U) 04 as o No 77824 sTATE O ;• COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6102 RELEASED: 7/13/21 SHEET A2 * 2 0 0 z cr- 06 cn z a. U) w F- z F- 0 w a O cr- o_ cc w _ O 0 z a _ 0 JFA Ire- J w cc x w U) w 2 O _ z z ¢ z 0 014 A! ROOF PLAN SCALE: 1 /4"=1'-0" LOWER ROOF ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 120 SQ. FT. 1 IS SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SO. IN. / LF. 1 18 LF. R806.2:THE MINIMUM NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE VENTED SPACE. UPPER ROOF ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 1353 SQ. FT. 649 SQ. IN. UPPER VENT 40% NET VENT MIN. 260 SQ. IN. UPPER VENT 50% NET VENT MAX. 325 SQ. IN. UPPER VENTS REQUIRED 48" TAMCO OFF -RIDGE VENT (138 SI NET FREE) 2 VENTS NET FREE AREA UPPER ROOF VENTING 276 SQ. IN. NET FREE AREA SOFFIT VENTING 373 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SQ. IN. / LF. 57 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 FOR ASPHALT SHINGLES REFERENCE TO SECTION R905.2 FOR TILE ROOFING REFERENCE TO SECTION R905.3 IY LLI }2CC LU0O I=- } �¢ >O Lu p I— Lu _ cr J c °BOZ0W I¢�Z J Lu(=cr-� � U) 0 0 =ZLLU) H Q Z p cz'pl% a c a: Q Q Pt O � Q Q 2 0 0 o a Im LLM O o p O 0--i 0 w w 0 U W G cn Q No 77824 rr `• STATE OF ; �gu oc S CO ' LINKS AT CALUSA SPRINGS PLAN # 6102 RELEASED: 7/13/21 SHEET A391 %.JVI-IVI IL I I_ I \.JI IItlLJVYYI11 Vhh STRUCTURAL DRAWINGS, TYP. STAIR SECTION SCALE: 1 /2"=1'-0" 1 x8 G (RIPP CASII BY SF GYP. 2X4 KNEEW/ BASE BOA PER SPEC SKIRT BOARD / CURB DETAIL SCALE: 1 "= V-0" 0 SKIRTBOAF PER SPEC. KNEEWALL DETAIL SCALE: 1 "= V-0" AT FOOT OF STAIR 0= W J I- W Wz0m w uiZO >oc¢O WoF— w J O7 W - cr-FY °2fZr- ZW It W(=wa cl) 0 0 Z H Qcz n cz �C n O sH 0 (n U o m w I t*144 clq a O MONO A U) w O E a U) w G U) 04 �o CLo a • No T7824 STATE OFj �ORIOP•'O COM ; LINKS AT CALU A SPRINGS PLAN # 610 RELEASED: 7/13/21 SHEET A4 91 TLo N to N ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) T.O. WALL ----- S-ZT.O. WDW------ EXTERIOR WALL BATT. INSULATION 0 - SEE ENERGY CALCS bo CAV 1 T.O. 2ND FL Milt T.O.M. co T T.O. WDW 11 FIN. FLR. II I 12 ' 12 LPRE-ENG.OF TRUSSES (SEE FRAMING SHEET FOR DETAILS) INSULATION PER ENERGY CALCS. —� LOFT GREAT ROOM CONCRETE TURNDOWN, SEE STRUCTURAL DRAWINGS, TYP. BUILDING SECTION MECH SCALE: 1 /4"=1'-0" 2 A5.1 i i 01 nUt.r I Un/1L WrIMVVINUO, 1 T r-. � BUILDING SECTION SCALE: 1 /4"=1'-0" 42" LOW WALL CL 12 5 HALL \ W ui wz �001-- a:Q 0 w Q cc ui w Q L W W J U) W cr cr cc Yeo —Z 06u.00cn z Z Z ~ Z W a-= d- �U)00Q �=Zu-CQ H Q Z E cz r n �v Q O O � Q Q cts O � O z O U O u ,..� .J m w� rW"4 U o uw Z OQ n Im w w 0 R U cn W G N O� �' .-��CEN��•. YC. * No 77824 STATE OF [V O�t� :c�OR10P'/ 4 10NAL COM : LINK CALI A SPRINGS PLAN # 6102 RELEASED: 7/13/21 SHEET AS. I 12 SEE ROOF PLAN INSULATION PER - COMMUNITY SPEC. SEE ENERGY CALCS. 1/2" (MIN.) CLG. BD. WINDOW PER PLAN PROVIDE BATT INSUL. PER ENERGY CALCS. PRE-ENGINEERED —� FLOOR TRUSSES w/ 3/4" SUBFLOOR SCREWED AND GLUED - REFER TO STRUCTURAL DRAWINGS FOR SIZE AND ORIENTATION 1/2" (MIN.) CLG. BD. DRAFTSTOPPING AS PER R302.12 WHEN CONCEALED SPACE EXCEEDS 1,000SF 1 x6 PT DRAPE BLKG ABOVE WINDOWS WINDOW PER PLAN GYP. BD. WINDOW SILL 1/2" GYP. BD. OVER RADIANT BARRIER INSULATION (R-4.1) ATTACHED TO 1x2 PT. FURRING @ 24" O.C. BASE BOARD SEE INSULATION AS PER SPECS. 1/2" (MIN.) CLG. BD. PRE-ENGINEERED GABLE END ROOF TRUSS - REFER TO STRUCTURALS 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 Y(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 TYP. PENT ROOF DETAIL SCALE: 1/2" = 1'-0" ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER R905.1.1.1 (SEE SHEET CS2) PRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. TOP OF WALL \qv(REFER TO ELEV.) 2X ALUM WRAPPED FASCIA BD. w/ALUM DRIP EDGE SOFFIT INSTALLED PER MANUF. SPECS 2X PT BLOCKING HEADER PER STRUCTURALS EXTERIOR FRAMED WALL THICKNESS PER PLAN 7/8 STUCCO OVER LATH W/ 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) WALL SHEATHING PER STRUCTURAL PLANS oTOP OF FLOOR (REFER TO ELEV.) MID -WALL WEEP SCREED/EXPANSION JOINT OIL TOP OF CMU (REFER TO ELEV.) OL TOP OF WINDOW (REFER TO ELEV.) SEE STRUCTURAL DRAWINGS PRECAST WIN. SILL 8" CMU BLOCK w/ CEMENTITIOUS FINISH SLOPE GRADE AWAY FROM HOUSE 0'-0" FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. 2-STORY WALL SECTION. 2-STORY - FRAMED WALL ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS PROVIDE 2X4— FRAMED ENCLOSURE FOR ELECTRICAL PANEL, FINISH W/ J" GYPSUM BOARD ELECTRIC METER LOCATION - SEE PLANS. VERIFY INSTALLATION IN FIELD STUCCO FINISH EXTERIOR- CMU BLOCK WALL NOTE: ELECTRICAL PANEL IS TO BE INSTALLED ACCORDING TO ALL APPLICABLE LOCAL, STATE AND NATIONAL CODES. VERIFY PANEL DIMENSIONS PRIOR TO CONSTRUCTION. C amol GYPSUM - GYPSUM BOARD BOARD Z g �3 1/2" j" GYPSUA w GARAGE °- BOARD NICHE FOI ELECTRIC PANEL & WIRING CM ELECTRICAL PANEL ELECTRIC, PANEL N ;o `O EXTERIOR CMU BLOC WALL CONCRETE "' CONCRETI CURB REFER CURB REF TO PLANS TO PLANS ® me :� . T+,+MI' ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER 12 R905.1.1.1 (SEE SHEET CS2) SEE ROOF PRE-ENGINEERED ROOF PLAN TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. TOP OF C.M.U. I (REFER TO ELEV.) 2x6 ALUM WRAPPED FASCIA EE BD. w/ALUM DRIP EDGE ' I I' E V. 1/2" (MIN.) ---- CLG. BD. SOFFIT INSTALLED PER J" TYPE'X' GYP. BD. MANUF. SPECS TO BE PROVIDED WHEN LIVING SPACE 2X PT BLOCKING IS ABOVE GARAGE) SEE STRUCTURAL PLAN 8" CMU BLOCK W/ CEMENTITIOUS FINISH (BEYOND) EXPANSION JOINT GARAGE SLAB, DRIVEWAY PER COMMUNITY SEE STRUCTURAL 4�� SPECS PLANS � 0,_0„ SLOPE SLOPE FIN. FL. --FOUNDATION co PER STRUCTURAL DRAWINGS WALL SECTION @ GARAGE DOOR SCALE: 1/2" =1'-0" ELECTRICAL PANEL NICHE AT CMU BLOCK WALL SCALE: 1/2" = 1'-0" 12 SEE ROOF _ PLAN 1/2" EXTERIOR SOFFIT BD. W/ KNOCKDOWN PLASTER FINISH SEE STRUCTURAL — PLANS SLOPE ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER R905.1.1.1 (SEE SHEET CS2) PRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. OIL TOP OF C.M.U. (REFER TO ELEV.) 2x6 ALUM WRAPPED FASCIA BD. w/ALUM DRIP EDGE SOFFIT INSTALLED PER MANUF. SPECS 2X PT BLOCKING 8" CMU BLOCK W/ CEMENTITIOUS FINISH SLOPE GRADE AWAY FROM HOUSE ob 0'-0" FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. CMU COLUMN @ LANAI/PORCH SCALE: 1/2" =1'-0" NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION G= W } 3: X 3: 0 >. >¢0 W 10 QDWF- cr CLU)wgw m it Y 0 F- Z ,S LL 0 0 C/) Z Z = Z Z_ ccQJ W a = J p O U = Z W C/) �F-QZ� cz r n �v Q O O �H Z Q Q 0 0 0 U) u O Z wIm O j wmm 0u u �w a Un O 0 w w O r U N W 0 OQ C as .•��CENg�;• No 77824 '• STATE OF ; . tV A� .�C0RtOP''��2� COMMUNITY:- UNKS AT CALU A SPRINGS PLAN # 6102 RELEASED: 7/13/21 SHEET A5•2 Di _0 z z g i :n u 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 t LATH WALL. SHEATHING 7/8" 3-COAT 1 STUCCO _ SHEATHING j t FLUSH WITH BLOCK WALL j t MID -WALL WEEP 1 ;REED/EXPANSION JOINT 6" SELF ADHERED FLASHING t 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" = 1'-0" PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH @ 9" O.C. MAX. (VERT.) NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ 8" 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 TYPICAL STUDS TYPE "M" CONTROL JOINT (CJ SCALE: N.T.S. "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) &T&lo1M9:11119:II►C] PROVIDE 2X4 BLOCKING FLAT MAX. 6" TO 8" FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL STUD - , � �I�itl>•L� NOTE: 1. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO BE NO. 18 - 0.0475" WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION TO WALL STUDS REQUIRED PER PLAN '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 ROOFMALL ',CREED X5 "L" TYPE CONTINUOUS GALV. 1ETAL FLASHING (NAIL TO ROOF ►ECK, NOT WALL SHEATHING) �E AND WATER SHIELD 5" VERTICAL AND 15" DOWN ROOF -AP SHINGLE - DO NOT NAIL, 4STALL WITH ROOF CEMENT IOOF CEMENT oHNGLE ROOFING BARRICADE PLUS WF (OR APPROVED EQUA LAP SIDING (PER BUILDE MIN. LAP (PER MANUF. SPEC STARTER STRIP (PER MANUF. SPEC MIN. CLEARANCE (PER MANUF. SPEC 5X5 "L" TYPE CONTINUOUS GAL METAL FLASHING (NAIL TO ROOF DEC NOT WALL SHEATHIN CAP SHINGLE - DO NOT NAIL, INSTAI WITH ROOF CEMEl' MEN ROOF CEMEI' SHINGLE ROOFI( "L" FLASHING -SIDING SCALE: N.T.S. 8" THICK, 3 COAT CEMENT PLASTER 60 MIN. GRADE D PAPER BACKED LATH BARRICADE PLUS WRB (OR APPROVED EQUAL) WRAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1-1/2" ABOVE SHINGLES ROOFMALL SCREED 5X5 WALL FLASHING KICK -OUT FLASHING (SEE DTL. BELOW) FELT UNDERLAYMENT OR ICE AND WATER SHIELD AS REQ'D BY CODE in �— SHINGLE ROOFING FASCIA WRAP DRIP EDGE: OVERLAP 3", EXTEND BELOW SHEATHING, MECH. FASTEN 4" O.C. MAX. KICKOUT DETAIL 3� 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 FOLC FOLD INWARD @ PT. A STEP 3 FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C FOLD @ `a'� 77° 0 FOLD INWARD @ PT. A CREASE @ PT. B STEP 4 0 00 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 fY W = Iz }Lu �00} � > <0 UJ 0 H W 0 w cn W Q = J U) W W � It It ft LL00U) Z Z.Z ~ Z cc 15 < W a 2 it a � Z LL H Q Z 0 F� = c n Q O O � Q a cn j 0=0 o lomm o w 0 � A U O z NONNI p � 0 O � a 0 a W-j a w� o w w 0 U cn W G 0� �o .0 No 77824 �; # STATE OF ; wIU s/�F '•:°�ORtOP'�G�?� SS�osvA%_ s` \\\ commuNM LINKS AT CALU A SPRINGS PLAN # 6102 RELEASED: 7/13/21 SHEET GYP `i ovw WOW POW4 loom lowlamet, or I t��171gz 3 1 ----------------- Instalt,thoe, 004om 11ashino, over, Me wrao.' ' set about F ;;d top fto WRB INSTALLATION SCALE: N.T.S. i SEAL EDGE OF P.T. WOOD 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 Fight SB Window & Door RasNng Tape • Barricade Sill Cornets • Barricade Conform Stretchable Flashing 0 7:� - WOOD OPENING WATERPROOFING SCALE: N.T.S. W W } 2 Iz LLJ �: 0 >- } LIJ > CL ¢ WoF- � U W 0 Q W � F— T- > -j Ir Y 0 1-- Z �LL00C/) z z Z ~ z_ LU ¢ Q W W = : E �c/o000 =zLLcn az(n �C 0 0 w 0 � A U O z 1-j Ln LL, 0 � 0 0 c) a. w `< w x w z O o: U V) Ld U) Zw O 4 ULa ENS4. No T7824 * e -0:cr � �� STATE OF ,.f 9;ONAI- COM LINKS AT CALUSA SPRINGS PLAN # 6102 RELEASED: 7/13/21 SHEET WP2 LOFT ADD BLOCKING CL ._._. __...-..w....-..._._. - - __.. - ,_....._.._...-.... - --- I \ ! I I I \ ! I I i \Y! ( I I I I I I I I I OS WIC DISCONNECT ADD BLOCKING ADD BLOCKING I IBEDROOM 3 11 BEDROOM 2 OWNER'S SUITE ADD BLOCKING I I I I ®®®1 SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4"=1'-0" ADD BLOCKING BEDROOM 4 FIRST FLOOR ELECTRICAL PLAN SCALE: 1 /4"=1'-0" HOOD RANGE WH DISCONNECT 'IELD /ERIFY AETER PVC T7-7-- T01 it 2" PVC CONDUIT 2-2/0 COPPER COPPER • OR 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 ii i 71 ELECTRICAL RISER DIAGRAM NOT TO SCALE ELECTRICAL KEY 0 DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET USB COMBO OUTLET WALL SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH -¢ KEYLESS LIGHT FIXTURE CEILING MOUNTED LED LIGHT FIXTURE H- WALL MOUNTED INCANDESCENT LIGHT FIXTURE ow VAPOR PROOF LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE a EXHAUST FAN i1 EXHAUST FAN/LIGHT COMBINATION © CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) O COMBINATION SMOKE / CO2 DETECTOR ® SMOKE DETECTOR ►4 TELEPHONE (OPTIONAL) Q TELEVISION (OPTIONAL) om ELECTRIC METER = 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 Ir W } 2 � LLI POOH } �Q >O LU 0 F- CC (AVwLW aZ)W� J(jWW ccIr �10E—Z LL00� Z Z ~ Lu Z ui J Q = 0- 2 c Z J n- =ZU-U) � n n Q OU) 0 0 z 0 U Aa O j o� 0 u u �w a cn]�-w O �u ma �mm w Q U a W moo w 2 w O_ rL U) W 0 z Z O� Ig � �Z o aaaaa COMMUNITY: N CS A CALUSA SPRINGS PLAN # 6102 RELEASED: 7/13/21 SHEET El*l 0 N SLAB PENETRATION PLAN SCALE: 1/4"=V-0" 0'C w Lu LUZ �00� > x < 0 wZ)0�— cnUww a —)W� CL w ww cccr Y 0 H Z S ,tL 0 0 C/) ZZz�z °C i < wa=1� � c/) 00 �2Zwcn �I—a?o �q) �, C , "cz �� OR Q o O � Q z o U 0 ,Z 00 w Z wa (L 0im A U) w w 0 R U W 0 0� �o �z aaaa� COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6102 RELEASED: 7/13/21 SHEET Pi.l MASONRY L I NTEL A55EM5L I E5 5EE 5GHEDULE AND 5PEOFIGATION5 FOR ADVL INFO ++- MIN. (U GOURSE/BOND +a-- MIN. (1) COUR5E/BOND L4J I BEAM ABOVE LINTEL I L4J I BEAM ABOVE LINTEL GROUT 6RouT BOTTOM REINF. I q I PRECAST LINTEL W/ PRECAST LINTEL W/ i--� EMBEDDED REIN. REIN. MB-I MB-2 1 i '+-+- TOP COURSE, IF '+� TOP COURSE, IF 1 L4J i m I LQJ I READ PER ARCH. _ REQD PER ARCH. TOP REIN. OR GONT. CONT. BOND BEAM BOND BEAM REIN. REIN. A5 REQD GROUT 6ROUT BOTTOM REIN. BOTTOM REIN. _re PREGAST LINTEL W ErBEWED REIN. I a• I PREGA5T LINTEL W/ 21-�`--f EMBEDDED REIN. MB-3 ry MB-4 MASONRY LINTEL DETAILS REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT MB-1 8F8-013/0T ----- ----- MB-2 8F8-IB/OT ----- (1) #5 M13-3 81`I6-I5/IT (1) #5 (1) #5 M13-4 5RFI4-I15 ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'5 GONGRETE. NOTE5: I. ALL LINTEL5 W 5PAN5 GREATER THAN 14'-O" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REQURIED. 3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORCEMENT SHALL BE 6RADE 60, fy=60 ksi 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 7. ALL LINTEL5 ARE TO BE LOCATED DIREGTLY ABOVE THE OPENING BELOW SHEET LIST INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.2 SECOND FLOOR FRAMING PLAN 5-1.3 ROOF FRAMIN6 PLAN 50-1 FOUNDATION DETAILS 50-2 STRUCTURAL DETAILS 50-3 STRUCTURAL DETAILS PB5B-I 5TRUGTURAL DETAILS GENERAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BASED ON lth EDITION (2020) FLORIDA BUILDIN6 CODE. • FOOTIN6 DE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARIN6 CAPACITY OF 1,500 P5F. • ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT W/ GONGRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALL5 TO SLAB WITHY4" DIA. x 23/4" LONG TAPGON5 0 52" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORRO51ON-RE515TANGE COMPATIBILITY OF HARDWARE 4 FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER $ HARDWARE SUPPLIERS TO GOORD. • CONCRETE DE516N BASED ON AGI 518. CONCRETE SHALL ATTAIN THE FOLLOWIN6 MINIMUM COMPRE551VE 5TREN&TH5 IN 28 DAYS, U.N.O.: f'c = 2,500 psi:....... FOOTIN65 2,500 psi:....... 5LAB5 ON 6RADE (INTERIOR t EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXP05ED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTIN65 AND 5LAB5 ON 6RADE SHALL BEAR ON GLEAN, FIRM VIR61N 501L OR GLEAN FILL GOMPAGTED TO A q5% PROCTOR VALL • MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. • GROUT SHALL BE ASTM G416 F'c=3000 P51 w/ MAX 3/8" A66RE6ATE • CONCRETE MA50NRY UNITS SHALL BE A5TM GqO WITH A MINIMUM COMPRESSIVE 5TREN&TH OF Ig00 PSI (F'M = 1500 P50. ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON AG 1 530/530.1 • 0REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL AL16N WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTING DOWEL. • GROUT 50LID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" GONT. FULL LEN6TH OF WALL w/ (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 REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MA50NRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 6-0" O.G. IN EXTERIOR HALLS. (A5 5HOWN ON PLANS) • ROU6H OPENIN65 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE GORNER5 OF SLAB E06E5, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. EXACT LOCATIONS PER BUILDER. • SAW GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH OF THE SLAB (I" FOR A 4" SLAB) • JOINT5 SHALL BE LOCATED 0 12-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT &RID PATTERN SHALL BE A5 GL05E TO 5QUARE5 AS POSSIBLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SPECIFICATIONS (TYP. U.N.O.) DESCRIPTION OF BLOG. ELEMENT 3"x0.131" NAILS 3"xO.120" NAILS J015T TO 50LE PLATE (3) TOENAILS (3) TOENAILS* 50LE PLATE TO JOI5T/BLK'6. (5) NAILS 0 4" o.c. (3) NAILS 0 4" o.c. STUD TO 50LE PLATE 2 TOENAILS (3) TOENAILS* TOP OR SOLE PLATE TO STUD 72TNAIL5 (3) NAILS RIM TO TOP PLATE TOENAILS 0 8" o.c. TOENAILS ® 6" o.c.* BLK'6. BTWN. JOISTS TO TOP PL. (5) TOENAILS (3) TOENAILS* DOUBLE STUD NAILS ® 24" o.c. NAILS ® 16" o.c. DOUBLE TOP PLATE NAILS ® 24" o.c. NAILS ® 16" o.c. DOUBLE TOP PLATE LAP 5P1ICE g -NAILS IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP ® CORNERS $ INTER5EGTIN6 HALLS (2) NAILS (2) NAILS * 2Y2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"x0.120", 5AME 5PAGIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE * ARE SHOWN) THIS MODEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE Ith EDITION (2020) FLORIDA BU I LD I N6 CODE (SECTION 160q) LATERAL DE516N REQU I REMENT5 FOR THE FOLLOWING WIND SPEED 4 EXP05URE ONLY: 140 MPH - EXP. B WIND I MPORTANGE EAGTOR = 1.0 INTERNAL PRESSURE GOEFF I G I ENT = ENCLOSED, +/- 0.15 ANY WIND SPEED/EXPOSURE NOT LISTED HERE REOU I RE5 FORMAL EVALUATION I APPROVAL FROM M+K STRUCTURAL EN61 NEERI N6. EXTERIOR 4 SHEAR WALL SHEATH I N6 SPEC I P I GAT I ONS INDICATES LOCATION AND EXTENT OF 5HEARWALL WHIGH REQUIRE5 5HEATHIN6 AND/ OR FA5TENIN6 SPECIFICATIONS BEYOND THAT OF 5TNORD CONSTRUCTION SYMBOL SHEAR PANEL 5PEG. 15/32" PLYWOOD OR 05B FASTENED W/ PI 2Y211xO.131" NAILS @ 6" o.G. ALONG PANEL E06E5 AND 12" o.G. IN THE PANEL FIELD. 15/32" PLYWOOD OR 05B FA5TENED W/ P3 2 2"xO.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 WALL5 w/ 15/32" PLYWOOD OR 055 FASTENED w/ 2 "xO.131" NAILS @ 6" O.G. AT ALL PANEL E06E5 AND ® 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL E06E5 SHALL OCCUR OVER FRAMING OR 2X BLOCKING SHALL BE PROVIDED TO SUPPORT PANEL EDGE AND FA5TENIN6 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMIN6 @ 16"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER w/ 5142"xO.131" NAILS ® 16"o.c. USE (8) 5V2"x0.131" NAILS ® EA. LAP SPLICE. (TYP. U.N.O.) 4. LATERAL ANALY515 ASSUMES ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALL5 ARE GONTINUOU5 SHEATHED ABOVE AND BELOW OPENINGS. 5. SEE ARCHITECTURAL DRAWINGS FOR ADD'L WALL CONSTRUCTION REQUIREMENT5. 6. ALL EXTERIOR HALLS ARE GON51DERED 5HEARWALL5. 1. 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" WIDE X 2'-0" TALL OPENIN655 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LON6 AS THEY ARE FRAMED OUT TO PROVIDE THE SHEATHING EDGE NAILIN6 REQUIRED AND OCCUR 16" MINIMUM FROM THE EN05 OF THE 5HEARWALL. q. ALL 5HEATHIN6 PANELS TO MEET U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 WITH 33(6 SPAN RATIN6 (MAX) 10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE ARCHITECTURAL PLANS, THE 5HEATHIN6 USED IN THE -FIRE RATED ASSEMBLIES SHALL BE NOMINAL W " THICK, APA RATED 5HEATHIN6 fib EXPOSURE 1 055 OR PLYWOOD PEf ACCORDANCE WITH THE UL DE516N5 SPECIFIED. Window � Door Allowable Wind Pressures 140 MPH Wind Zone Ex o5ure B®® OPENING 51ZE INTERIOR ZONES END ZONES 8' 6arage Door +18.5 P5F/-20A P5F +18.5 P5F/-20.q P5F 166arage Door +I1.1 P5F/-Iq.1 P51F +I1.1 P5F/-Iq.1 P5F 10 SOFT. +21.2 P5F/-22.q P5F +21.4 P5F/-28.3 P5F 20 SOFT. +20.2 P5F/-22.0 P5F +20.2 P5F/-26.4 P5F 50 SOFT. +lq.O P5F/-20.8 P5F +Ig.O P5F/-23A P5F 100 5QFT. +18.0 P5F/-Ig.8 P5F +18.0 P5F/-22.0 P5F 500 SOFT. +15.8 P5F/-I1.6 P5F +15.8 P5F/-11.6 P5F mEnd Zone 15 defined as the smaller of 10% of least horiz. dim. or 40% of mean roof height. Pressures have been derived from 2020 FBG Table R301.2(2). ®Pressures charted here are allowable pressures and have been reduced per A5GE 1-I6 section 2.4.1 from ultimate pressures. Divide allowable pressures above by a factor of 0.6 for ult. pressures. ROOF FRAMING • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF SHEATHING SHALL BE 1/I6" MIN. 056/PLYWOOD 5HEATHIN& 24/1( EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS W2 3/8"x0.I15 RIN6 SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL ED&E5 4 0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 8 DRA6 TRUSSES w/ RIN6 SHANK NAILS 0 3" O.G. (U.N.O.). PROVIDE BLOCKING ALON6 PANEL E06E5 AT FIRST 2 TRU55 BAY5 FROM GABLE END. PROVIDE "H" STYLE GLIP5 ALON6 UNSUPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR CLIPS ® 24" O.G. • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLESS OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER WTGA 4 TPI'5 BG51 1 GUIDE TO GOOD PRACTICE FOR HANDLIN6, IN5TALLIN& $ BRAGIN6 OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRU55E5 w/ 2x4 LE06ER FASTENED TO FRAMING w/(2) 3"x0.131" NAILS ® 16" O.G. UPLIFT CONNECTORS BEARIN6 CONDITION TRU55 CONNECTOR LENGTH < 15' SIMPSON H2.5T 51N6LE ROOF TRU55 BEARIN6 ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRU55 BEARIN6 ON ALL SIMP50N HT520 WOOD STUD WALL/WOOD BEAM 51N6LE ROOF TRU55 OR PORCH ALL SIMPSON HETAI6 BEAM BEARIN6 ON GMU WALL ROOF G.T., FLUSH BEAM OR ALL (2) 51MP50N HETAI6 FLUSH &.T. BRO. ON GMU WALL ALL BEARIN6 POINTS OF EACH ROOF TRUSS SHALL BE CONNECTED WITH CONNECTOR AS LISTED 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 WOOD TRUSS CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-I6. ALL UPLIFT GONNEGTOR5 AND LOADS PER THI5 DRAWING SHALL SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR SPECIFICATIONS AND LOADS SHOWN ON THE SHOP CARDS. LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL • I: :I EXTENT OF OVERFRAMIN6 L'ii_'J •-- ------INDIGATE5 1/8"A" 5AW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOCKING UNDER P05T OR JAMB ABOVE. HOLDOAN / STRAP SCHEDULE SYMBOL SPEGIFIGATION FASTEN BUILT-UP POSTS 5UPPORTIN& ROOF 6.T. TO GMU WALL w/ (1) 51MP50N M5TGM40 STRAP w/ (12) Y4" 5T-1 DIA x VW LON6 TAPGON5 INTO GMU. DE516N ACCOUNTS FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5. (USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.0) GENERAL STRUCTURAL NOTES • DESIGN 15 BASED ON lth EDITION (2020) FLORIDA BUILDING CODE. • WOOD FRAME EN6INEERIN6 15 BASED ON NOS, "NATIONAL DE516N SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DE516N LOA05: ROOF LIVE = 20 P5F DEAD = 1 P5F T.G., 10 PSF B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 STAIRS DECKS) = 30 P5F @ SLEEPIN6 AREAS = 50 P5F ® 6ARA6E = 200 # POINT LOAD @ GUARDS/HANDRAILS = 50 P5F @ 6UARD IN -FILL COMPONENTS DEAD = 10 P5F (20 P5F TOTAL @ TILE) WIND ULTIMATE WIND SPEED � EXPOSURE AS LISTED R15K GATEC70RY II GENERAL FRAMING • EXTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x 5PF#2 OR 5YP#2 a 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARIN6 WALL5 SHALL BE 2x 5PF OR 5YP 'STUD' 6RADE LUMBER ® 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE GON5TRUGTED WITH 2x 'STUD' GRADE MEMBERS SPACED 0 16" O.G. (MAX). • ALL NON-BEARIN6 INTERIOR STUD WALL5 SHALL BE CONSTRUCTED WITH 2x 'STUD' GRADE MEMBERS SPACED 0 24" O.G. (MAX.). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JAGK STUD d (1)2x KIN6 STUD, MINIMUM. - THE NUMBER OF STUDS 5PEGIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK STUDS REQUIRED, U.N.O.. • ALL HEADERS, BEAMS 4 OTHER STRUCTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAM5 4 HEADERS W/ 3-ROW5 OF 3"x0.131" NAILS 0 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROWS OF NAILS FOR 2x6 4 2x8 MEMBERS. • FACE NAIL BUILT UP 2x POSTS W/ 3"x0.131" NAILS ® 16" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES ® 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL GONNEGTION5 (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALL5 w/ 1/I6" 05B FASTENED W 2V2"x0.131" NAILS @ 6" O.G. @ E06E5 d 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL ED&E5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE SOLID BLOCKING IN FLOOR SYSTEM UNDER ALL P05T5 CONTINUOUS TO FOUNDATION/BEARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10^6 psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.0x10'(b psi . FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OF 3"xO.131" NAILS ® 8" O/G OR 2 ROW5Y4"x3)12" 51MP50N 505 5GREW5 (OR 3Y2" TRU55LOK 5GREW5) o 16" OIG. USE A MINIMUM OF 3 ROWS FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL56GREW5 2" FROM E06E. SOLID 3 Y2" OR 5 Y4" BEAMS ARE AGGEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OFY4"xb" 51MP50N 5D5 5GREW5 (OR (9 5/4" TRU55LOK 5GREW5) ® 16" O/G. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FA5TENIN6 AT BOTH FACES (ONE 51DE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. A SOLID 1" BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL 5TUD5 IN CONTACT w/ GMU WALLS SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LONG TAPGON5 ® 24" O.G. FLOOR FRAMING • I-J015T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HAN&ER5 SHALL BE SPECIFIED BY I -JOIST /TRUSS MANUFACTURER, UNLE55 OTHERWISE NOTED. • I-J015T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. 8 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • FLOOR 5HEATHIN6 SHALL BE 23/32" GONFORMIN& TO P52-04, 24" O.G., EXPOSURE I, TONGUE AND 6ROOVE ED6E5, FASTEN 5HEATHIN6 TO FRAMING MEMBERS W/ GLUE AND 3"xO.131" NAILS 6" O.G. AT PANEL E06E5 4 12" O.G. AT INTERMEDIATE SUPPORTS. TYPICAL STAIR GON5TRUGTION NOTES • (5) 51N6LE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR LANDIN6, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM w/ (1) 51MP50N A35 CLIP AT EACH 5TRIN6ER. • FASTEN 2x6 P.T. PLATE TO CONCRETE SLAB w/ (3) 3/e" DIA. x 3 Y2" LONG TAPGON5. • FASTEN END 5TRIN6ER5 TO ADJACENT WALL5 w/ (2) 3"4.131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE 9/4" FLOOR DEGKIN6 ON RISERS AND I" FLOOR DEGKIN6 ON TREADS. 9 SEE STAIR FRAMIN6 SECTION FOR MORE INFO. seal:�G:t irjW 77M STATE OF *r 0•, w� # \ copyd stru u♦�I �nng, Inc. nCD = Z I= J w w Z Z z uJ J Z �U WW cn x J JH z W 0 Ce W CC IF 0 CD Q c ♦ Q.�r - t •5 m E Q A CD CD Y 2 m Ooo N �a M&K project number: 068-1 9029 project mgr: drawn by: issue date: JSB BC 07-07-2 1 REVISIONS: date: initial: sheet: J W 0 J d w 2 UJ SM0.0 'Q f� 0 J LL. 35'-0" 13'-0" 12'-0" 10'-0" 1. LANAI SLAB: 3 Y2" GONG. SLAB ON GRADE (2500 PSI I 12 WIDE GONG. TURNDOWN EXTENDED MIN.) w/ 6x6-W1.4xW1.4 - MESH OR FIBER MESH 1 I MIN. 12" BELOW GRADE ON q5% COMPACTEDLU FILL OR VIR61N SOIL. 1 7 q I 2 HVAG Y2 5D-I 5D-I 3 " STEP I 5D-I UNIT 11000 r----- 16--- -- 61_211 �.-- — 121-411 ----� CONCRETE 5LAB: 3 Y2" GONG. SLAB ON GRADE (2500 P51 MIN.) W/ 6x6-W1.4xW1.4 MESH OR FIBER MESH OVER 6 MIL. POLY ON q5% GOMPAGTED FILL OR VIRGIN SOIL. 10'-2 1/4" of •I 8"xl6" THICKENED 10 SLAB UNDER 5D-I BEARIN6 WALL . I (TYP) 2 5D-1 I 5.6.D . RECESS PER ! MANUFACTURERS INSTRUGTION r— NOTE: REFER TO BLOCK PLAN FOR ALL DOWEL LOCATION DIMENSIONS. i I I 18'-6" I I� (— — — — — —3 Y2" STEP 7 — I I STEP VARIES ILo I I 4 I I 5D- r- L 0 6ARA6E 5LAB: 3 Y2" GONG. 5LAB ON 6RADE (2500 P51 MIN.) w/ 6x6-W1.4xW1.4 MESH OR FIBER MESH OVER 6 MIL. POLY ON q5% COMPACTED FILL OR VIR61N SOIL. N W D i 0 24"x24"xl2" PLAIN GONG. FT6. W/ TOP OF FT6. 12" BELOW TOP OF HOUSE SLAB (TYP. OF 2) J 18'-6" M 5LAB PLAN SCALE: 1/4"= I'-O" (2244 SHEET) SCALE: I/8"=1'-0" (IlxI1 SHEET) I I• 5D-I 2 5D- I• LE6END • ® INTERIOR BEARIN6 WALL • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL I: I EXTENT OF OVERFRAMIN6 : i -'J •--- - ---INDIGATE5 1/8"A" 5AW GUT GONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE El (5EE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE, PROVIDE SOLID BLOGKIN6 UNDER P05T OR JAMB ABOVE. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES $ SCHEDULES seal; GI * % No 77824 x1 ; STATE OF flho © coPYng�f`FMULI+RN�&llL`�\� $tnktural Engineering, Inc. z Z JLU W W N Z CD z W J i Q � E ZH V U it Q- cr_ �E C =a Q. JZ W c 2 y M W C N C. M a M&K project number: 068-19029 project mgr .J S B drawn by: B G issue date: 07-07-21 REVISIONS: date: initial: JUL 0 8 2021 sheet: Zop" Cz Fm 1.0 5D-I 2 5D- I• LE6END • ® INTERIOR BEARIN6 WALL • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL I: I EXTENT OF OVERFRAMIN6 : i -'J •--- - ---INDIGATE5 1/8"A" 5AW GUT GONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE El (5EE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE, PROVIDE SOLID BLOGKIN6 UNDER P05T OR JAMB ABOVE. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES $ SCHEDULES seal; GI * % No 77824 x1 ; STATE OF flho © coPYng�f`FMULI+RN�&llL`�\� $tnktural Engineering, Inc. z Z JLU W W N Z CD z W J i Q � E ZH V U it Q- cr_ �E C =a Q. JZ W c 2 y M W C N C. M a M&K project number: 068-19029 project mgr .J S B drawn by: B G issue date: 07-07-21 REVISIONS: date: initial: JUL 0 8 2021 sheet: Zop" Cz Fm 1.0 11, 35'-011 I. 4'-1011 '. 41-/ :I . 11-211 :, (0I-211 :. 41 -011 , 3'-2" , ✓ I-211 I. I t— cs' E.** LEGEND • _ _ _ BEARING WALL ABOVE • BEAM / HEADER • M � M LOGATION AND EXTENT OF 5HEARWALL r-:-.-.-.-� I: • : : I EXTENT OF OVERFRAMIN6 •-- — -----INDIGATE5 1/8"xl" 5AW GUT GONTROL JOINT INDIGATE5 LOCATION OF REINFORGED GMU GORE ID (5EE NOTE5) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. MA50NW LINTEL PETA I L5 REINFORCEMENT MARK DE5I6NATION TOP BOTTOM 5HEAR REINFORCEMENT MB-1 8F8-OB/OT ----- ----- MB-2 8F8-I5/0T ----- (1) #5 MB-3 8FIb-IB/IT (1) #5 (1) #5 MB-4 8RFWIB ----- ---- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'5 GONGRETE. NOTES: I. ALL LINTEL5 w/ 5PAN5 GREATER THAN 14'-0" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REQURIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORCEMENT SHALL BE GRADE 60, f y=(o0 ksl 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 7. ALL LINTEL5 ARE TO BE LOGATED DIREGTLY ABOVE THE OPENING BELOW MASONRY LINTEL A55EMBL I E5 5EE 5GHEOULE AND 5PEGIFIGATION5 FOR ADD'L INFO 1 '+� MIN 0) CaWkWO I i +�— MIN. 0) GOlAZ9 may L i BEAM ABOVE LINTEL i L21 i BEAM ABOVE LINTEL ::: 6Rl)IJf GROUT � BOTTOM REINF. I a„ I PRECAST LINTEL W I Q. I PRECAST LINTEL W 1`-`�-� EMBEDDED REINF.EMBEDDED REINF. �F MB-1 MB-2 rr---n TOP COURSE, IF I 1 TOP COURSE, IF 1 L4J 1 REa.V PER ARCH. m I L4J I REGI D PER ARGN. L----J TOP REINF. OR CONT. CONT. BOND BEAM BOND BEAM REINF. REINF. A5 REQ'D GROUT GROIn BOTTOM REINF. BOTTOM REINF. 14: PRECA5T LINTEL W/ �,;...., • PRECAST LINTEL w/ EMBEDDED REINF. I w• I #-� EMBEDDED REINF. MB-3 N MB-4 REFER TO S-O.O FOR TYPICAL STRUCTURAL NOTES ff SCHEDULES seal: \\�� G t[fiio�/ hin 77824 ' STATE OF 1,40 r � r �•• �� 40 ' #�`� c copyright �0Nmi L � ��\o o r€�� Structura neering, Inc. atD Z MJ F= W W Z z W d J a � .o Z= U �_ A 'C. = WF— E � Q) .5 j = O0 E OC J z Q W C -M � I y W 2 m c N C CM M I IV M&K project number: 068-1 9029 project mgr: .,J S B drawn by: BC issue date: 07-07-21 REVISIONS: date: initial: Q 0 J o WI O Q z 0 x d Q D BLOCK PLAN f,]_,, a SCALE: 1/4"= I'-0" (2244 SHEET) o SCALE: I/8"=1'-0" (IlxI1 SHEET) I— � W � 0 2 , �e � MW.0, , sheet: Flm2.0 i LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ BEARING WALL ABOVE REAR LANAI DROPPED BEAMS: (2)2x12 N/%2" 05B/PLYWOOD FASTEN DROPPED BEAMS TO • BEAM / HEADER BTWN. PLYS (TYP. OF 3) — — — -„- — ,r — — POSTS PER DTL U/5D-3 (TYP. OF 2) • LOCATION AND EXTENT OF SHEARHALL DROPPED BEAM EXTENT OF OVERFRAMIN6 •-----m - --- -INDICATES I/8"A" SAN GUT CONTROL JOINT INDICATES LOCATION OF REINFORGED GMU GORE (SEE NOTES) J L METAL HAN6ER INDICATES POST ABOVE. PROVIDE SOLID BLOGKIN6 UNDER P05T OR JAMB ABOVE. HOLOOWN / STRAP 50HEDULE SYMBOL SPECIFICATION FASTEN BUILT-UP POSTS SUPPORTING ROOF O.T. TO GMU WALL w/ (1) 51MP50N M5TGM40 STRAP w/ (12) y4" ST-► DIA x V4" LONG TAPGONS INTO GMU. DE516N AGGOUNTS FOR REDUCED STRAP GAP. FOR SHORTER TAPGONS. (USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.O.) ROOF FRAMINCG • SEE ROOF TRU55 UPLIFT GONNEGTOR SGHEDULE FOR ALL ROOF TRU55 GONNEGTORS. • ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05B/PLYHOOD 5HEATHIN6 24/1( EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.113" RIN6 SHANK NAILS (R5R5-01 OR EQUIV) ® 6" O.G. AT PANEL E06E5 4 ® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END 4 DRAG TRU55E5 w/ RING SHANK NAILS ® 3" O.G. (U.N.0). PROVIDE BLOGKIN6 ALON6 PANEL EDOE5 AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE GLIPS ALON6 UNSUPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR GLIPS o 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPEGIFIED BY THE TRU55 MANUFAGTURER, UNLESS OTHERWISE NOTED. • EREGT AND INSTALL ROOF TRUSSES PER WTGA $ TPI'S BG51 I GUIDE TO GOOD PRAGTIGE FOR HANDLIN6, INSTALLING 4 BRAGIN6 OF METAL PLATE GONNEGTED WOOD TRUSSES." • ROOF TRU55 SHOP ON65. SHALL BE SUBMITTED TO ARCH d EN6. FOR REVIEN AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 8 SHORT SPAN ROOF TRUSSES, w/ 2x4 LEDGER FASTENED TO FRAMIN6 w/(2) 3"x0.131" NAILS 0 16" O.G. UPLIFT CONNECTORS BEARING CONDITION TRU55 GONNEGTOR LENGTH < 15' SIMPS,ON H2.5T 51N6LE ROOF TRU55 BEARIN6 ON > 15' 5IMP50N HIOA WOOD STUD HALL/WOOD BEAM ROOF GIRDER TRU55 BEARING ON ALL 51MP50N HT520 WOOD STUD NALL/NOOD BEAM SINGLE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARIN6 ON GMU NALL ROOF G.T., FLUSH BEAM OR ALL (2) S,IMP50N HETAI6 FLUSH 6.T. BR6. ON GMU HALL ALL BEARING POINTS OF EAGH ROOF TRU55 SHALL BE GONNEGTED WITH GONNEGTOR AS, LISTED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF REGORD TO DESIGN THE UPLIFT GONNEGTORS PER SEGTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTED HOOD TRU55 GONSTRUGTION". M$K HAS ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTORS IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT GONNEGTORS AND LOADS PER THIS DRANIN6 SHALL SUPERSEDE THE TRU55 MANUFAGTURER'S UPLIFT GONNEGTOR SPEGIFIGATIONS AND LOADS SHONN ON THE SHOP GARDS. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES ff SCHEDULES seal: 5'G P l Z • No 77824 • ®•�, STATE OF © copyright : FItJ�i I�t\ strua M t4peering, Inc, z JW W z z z �w J a Z U W� JF- Z W N a M&K project number: 068-1 9029 project mgr: J S B drawn by: BC issue date: 07-07-2 `I REVISIONS: date: initial: d a O x 0 1 � jay 1�1 w V �Q z a 0 x LL IL Q (n 0 2ND FLOOR RANI I NG PLAN O SCALE: 1/4"= I'-O" (2244 SHEET) iQ SCALE: 1/6"= I'-O" (I Ixl'1 SHEET) i 7 1~ I..i_. j T T 'a z 0 ? N Ld JJ sheet: Som 1 .2 C C T— v---T ---, � ROOr- SRAM I NO FLAN SCALE: 1/4' I'-0" (22x34 SHEET) SCALE: 1/6"=1'-O" (Ilxll SHEET) LEOENP • ® INTERIOR BEARIN6 WALL • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF SHEARWALL Lii_'J EXTENT OF OVERFRAMIN6 *-- --- --- ---------INDICATES I/"xl" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. ROOF FRAMING • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS GONNECTORS. ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05B/PLYWOOD 5HEATHIN6 24/b, EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 %"xO.113" RING SHANK NAILS (R5R5-01 OR EQUIV.) ® 6" O.G. AT PANEL E06E5 $ ® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END $ DRA6 TRUSSES w/ RING SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALONG PANEL EDGES AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 5IMP50N VTGR GLIPS ® 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRUSS MANUFACTURER, UNLE55 OTHERWISE NOTED. • EREGT AND INSTALL ROOF TRUSSES PER WTGA 4 TPI'S BG51 I 'W IDE TO GOOD PRAGTIGE FOR HANDLIN6, IN5TALLIN6 8 BRAGIN6 OF METAL PLATE CONNECTED WOOD TRU55E5." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARGH 8 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH $ SHORT SPAN ROOF TRUSSES w/ 2x4 LE06ER FASTENED TO FRAMIN6 w/(2) 3"xO.131" NAILS ® 16" O.G. UPLIFT CONNECTORS BEARIN6 CONDITION TRUSS CONNECTOR LENGTH < 15' 51MP50N H2.5T 51146LE ROOF TRU55 BEARING ON > 15' 5IMP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRU55 BEARING ON WOOD STUD WALL/WOOD BEAM ALL 5IMP50N HT520 51N6LE ROOF TRU55 OR PORCH ALL 5IMP50N HETAI6 BEAM BEARIN6 ON GMU WALL ROOF G.T., FLUSH BEAM OR ALL (2) 5IMP50N HETAI6 FLUSH 6.T. BR6. ON GMU WALL ALL BEARIN6 POINTS OF EAGH ROOF TRUSS SHALL BE CONNECTED WITH GONNEGTOR A5 L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF REGORD TO DE516N THE UPLIFT GONNEGTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE51614 STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION". MW HAS EN61NEERED ALL ROOF TRU55 UPLIFT GONNEGTORS IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT GONNEGTORS AND LOADS PER TH15 DRAWING SHALL SUPERSEDE THE TRU55 MANUFAGTURER'S UPLIFT GONNEGTOR SPEGIFIGATIONS AND LOADS SHOWN ON THE SHOP GARDS. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES � SCHEDULES seal: G. Fji�'j/i�� - No TTS24 cr = •p STATE OF ; //IONA%-MUL © copyright : �f m 4 kITIP Structural Engineering, Inc. acD z LU w W z N z w a J Q s Z= L � .n c.� A r �a c E cc h- W ai a + �Z Q W O M� .a0e 2 y W m N � C n M&K project number: 068-19029 project mgr: JSB drawn by: BC issue date: 07-07-21 REVISIONS: date: initial: 1 JUL 0 8 2021 1 I^ d o LL � w � Ca z � 0 a Z � Cf) LL LL � d 0w N x 0� oz x Ld J J sheet: Spo 1 .3 FILLED GELL5 (SEE PLAN) GONG. OR PAVER DRIVEWAY----i 16"x8" THIGKENI E06E W/ (2) #5 GONT. 8" GMU BLOCK 4" GARAGE I 9-I(N TOP YIEW CORNER GARAGE WALL BEYOND 6ARA6E 5LAB (SEE PLAN) THICKENED EDGE ® GARAGE DOOR DETAIL SC,E: WIM (1) #5 VERT. FROM FT6.- TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT GELL SOLID z_Q a� O GRADE 8" WIDE GONT. GONG. GURB N w GARAGE SLAB F(5EE PLAN) • d ICI—I1•i—ICI I —_I I I I —I I I —I 11=1I I I- III —I — I I I I I �• d d �� 11—III—III—I I I I- - I —I m III I I — I=III= =II— II 1) #5 DOWEL W/ 6" HOOK AT _ II I I=III—I' ALL VERT. WALL REINF. III=� I III=III = IIII I' (5EE PLANS FOR LOCATION) =III —III —III —I - GLEAN GOMPAGTED � FILL o q5% WI TH MONOLITHIG FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS IZ 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS t(5�10�0111 DETA� I L&LA : 8" GMU BLOGK R4.1 FI-FOIL OR EQUAL OVER %4" FURR STRIPS -PER BUILDER (1) #5 VERT. FROM FTG. TO BOND BEAM. LAP W HOUSE 5LAB FOUNDATION DOWEL MIN. (5EE PLAN) 50" GROUT GELL 50LID ccX a� GRADE _ I 1=1 I I —III —I -1 I I —I I—>Y I III I I —I I I —I I —I 1= -1 I I —I I� I I I —III • I —I � I —III —I o —I -1 '—I I m I I I III —I 11=1 1I- ' II I I— . �.. III I`I- 1) #5 DOWEL W/ 6" HOOK AT -till III till I— _=I I I —_I I ALL VERT. WALL REINF. (SEE PLANS FOR LOCATION) GLEAN GOMPAGTED —III..-11 FILL o q5* WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS 2-5TORY: I'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS FOOTING 5EGT1 ON W/ �LOGK DETA� I L Wes: NTS 8" GMU BLOGK— BEYOND EXTERIOR DOOR MTL. THRESHOLD SET IN SEALANT PAVERS (SEE PLANS) • d rin • d II_III—III_ III=III- PATI O/PORGH/LANAI 5LAB (SEE PLAN) 8"x8" THIGKENED - 5LAB W/ (1) #5 GONT. �THICKENEP EDGE DETAIL 3 P- NTS 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL (1) #5 VERT. FROM FT6. TO OVER %" FURR STRIPS BOND BEAM. LAP w/ -PER BUILDER FOUNDATION DOWEL MIN. HOUSE SLAB 30" GROUT GELL SOLID (SEE PLAN) PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLAN) ,d d. —I � I —III • I-1 I' d 9 I- J ExP JOINT I I � I III m I=1 I a - "' :T M0N0LITH 11=1 11=1 11=1 11=1 11 IG ' '- GLEAN COMPACTED "' III =III= I �' FOUNDATION W/ (2) #5 FILL o q5% STANDARD WI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: I'-0" WIDE W/ (2) #5 BARS ENTRY DOOR DETA� I L R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) Jill1= 1) #5 DOWEL t^U 6" HOOK AT VERT. WALL REINF. I=III=III=1 I III- (5EE PLANS FOR LOCATION) GLEAN GOMPAGTED ' I 1 I I I I I —III —III , .I III -III- FILL o q5% MONOLITHIC FOUNDATION STANDARD DENSITY HIP I TH W/ (2) #5 GONT. ON GHAIR5 2-5TORY: I -4 WIDE W (2) #5 BARS 1-5TORY: I'-0" WIDE W/ (2) #5 BARS EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL WAa: WS Y2" 6YP. BD. EA. SIDE OF 2x45 o 16" O.G. Y2" J-BOLT5 6" FROM EA. END OF WALL AND 5PAGE o 52" O.G. 2" (6" MIN. EMBED) -FW, T_ STUD PLATE TIES PER j PT BOT. PLAN o 5TUD TOP $ PLT. BOT. d II ° d (2) #55 GONT. W/ 3" MIN. GLEAR UPLIFT GONNEGTOR5 5UGH A5 STUD PLATE TIES, HURRICANE GLIP5, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT 5UBJEGT TO A GALGULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE 5UGH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. GARAGE STEP DOWN DETAIL W,a: WS 8" CMU (1) #5 VERT. FROM FTG. TO — BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" 6ROUT GELL SOLID :2z cQc L L ciJ O BADE 771117 11--111=I 11- O GLEAN GOMPAGTED FILL o q5% STANDARD DENSITY R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) 1,4 _ - 4- ° a° •` I I I —I I I —III —I I —III —III —I I-11 Al :° °•.II III-III-III-�' OEH ,45E DET,41L H a — PVG GHA5E SLEEVE TO BE III —III .I TWIGE THE DIAMETER OF =1 11=�1 —III. PROTECTED PIPE MONOLITHIG FOUNDATION WI TH ►N/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I-5TORY: 1'-0" WIDE W/ (2) #5 BARS seal: �� 5 G. * No 77824 e �J STATE OF Q� ' © copyright: MUL4RN &tK0A t \ \ ' structural Engineering, Inc. CD JLU W W N Z_ CD r- Z W CL. J a ,a Z= I— C� � �Q t E W� = j T i Q Q JZ W 0 2 o y m` W C N CM C. M&K project number: 068-19029 project mgr: JSB drawn by: BC issue date: 07-07-21 REVISIONS: date: initial: d Q LO 0 8" GMU BLOCK ,_..j J BEYOND R4.1 FI-FOIL OR EQUAL ~ LL EXTERIOR DOOR OVER %" FURR STRIPS TTT W MTL. THRESHOLD -PER BUILDER �•1••1 SET IN 5EALANT HOUSE SLAB Y (Pxb LONG T T T Z (5EE PLAN) PRESSURE 51MP50N TITEN HD w PORGH/PATIO/LANAI TREATED BOTTOM 5GREW5 o 4'-0" O.G. 0 AND 12" MAX FROM 5LAB OR PAVERS PLATE a CL (5EE PLANS) END OF WALL r d 1�/y �/ ) All a � I PER MANUF. —I I I-1 I I I-1 I II , _ = d d u ` ° d = _ _ � 'Q III —III —III 1-1 11=1 I I=1 I I=1 11= —.111=1 11=1 11=1 11=1 I U? 111=III= 1=III III—III=111=III- '-11IEEII 111=III-1 d ___ 111—� 111-11 • A I I-111—I 11-11 I- =1 I I=1 11 —11 I-1 I I 111-111=1 11=1 I I III —I 11—I 11-1 I I J III-= I —I I III—III-111- _ �, ;— ' 1=1 m III I I d I —III —III_ W=1 11=1 11=1 I =1 11=1 11=1 11=1 I —III I 11= II I I III —III —III III— � �� Q —I I I —III —III —I I-1''- MONOLITHIG I -4 GLEAN COMPACTED "' 111 =1 I �- III FOUNDATION W/ (2) #5 T T T FILL o q5% STANDARD WI TH GONT. ON GHAIR5 1-�-a LO DENSITY AND TERMITE �e TREATED 2-5TORY: I -4 WIDE O 0 Z w/ (2) #5 BARS UPLIFT CONNECTORS SUCH A5 STUD PLATE TIES, HURRICANE CLIPS, AND � WI-5TORY: I -0 WIDE ANGHOR BOLTS ARE NOT REQUIRED ON WALLS NOT 5UBJEGT TO A W/ (2) #5 BARS GALGULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE 5UGH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. sheet: d EXTERIOR OUT5W I NCG 4 56D POURED 51 LL5 DETAIL (,;; I NT. SEAR I NG WALL FOOTING DETA� I L WALL: MS Sc&M WS SDw 1 PROVIDE SOLID 5HIM BETW'N TRU55 4 CONNECTOR IF TRU55 LOCATED LE55 THAN 1 V2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF 5HEATHIN6 TO FASGIA WITH 2 3/8"xO.113" RING SHANK NAIL5 ®6" O.G. 2x6 FASGIA -5EE ARCH REINF. MASONRY LINTEL/ BEAM - - 5EE PLAN FOR SPEGIFIGATIONS. SECTION 3 SCALE: 8/4'=I'-0' 2x EXTERIOR WALL -SEE PLAN FOR 5HEATHIN6 AND CONNECTION 5PEG5. - EXTERIOR WALL 5HT'6. TO RUNS GONTINUOUS FULL HE16HT OF WALL FROM BOTTOM OF LADDER M55 TO TOP OF DOUBLE TOP PLATE 2 Y2 "xO.131" ® 3" O.G. INTO 50LE- PLATE LADDER TRU55. FASTEN LADDER TRU55 TO EA. BLKS PANEL W (3)3 y4"xO.131" NAIL5 MIN. 2 Y2"x0.131" ® 3" O.G. INTO LADDER TRU55 FASTEN LADDER TRU55 TO GMU BOND BEAM w/ 51MP50N HETAI6 EMBEDDED STRAP ® 16" O.G. STRAP MAY BE INSTALLED ON IN51DE OR OUTSIDE FACE OF TRU55 VERT WALL REINF. TO - EXTEND INTO BOND BEAM 8" REINF. GMU WALL -5EE PLAN FOR VERT. $ HORZ. REINF. 5PEG5 SECTION 38 SCALE: B/4"=1'-0' 5EE UPLIFT CONNECTOR SGHEDULE ON PLANS FOR CONNECTOR SPEGIFIGATIONS CONNECT EACH END OF MA50NRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL w/ 24" LE65 FASTEN 50LE PLATE TO TOP CHORD OF LADDER TRU55 w/ 3"x0.131" NAIL5 ® 6" O.G. FASTEN FLOOR FLOOR TRUSSES 5HT6. TO FIRST -PER PLAN TRU55 w/ 3"x0.131" NAIL5 ® 6" o.c. 2x4 (MIN.) 5PF #2 BLOCKING A5 SHOWN AT 48" o.c. FACE NAILED TO TRU55 TOP d BOTTOM CHORD w/ (4) 3"x0.131" NAIL5. 8" GMU BOND BEAM W/ (1) #5 GONT. ALL LAPS IN MA50NRY 25" RUNNING BAR #5 BENT CORNER BAR GROUTED CELL TYP. CORNER VERT. HALL REIWORCING DETAIL SCALE: Wo FASTEN ROOF 5HEATHIN6 TO FASGIA WITH 2 3/8"x0.113" RIN6 5HANK NAIL5 ® 6" O.G. J � 2x FASGIA `n -5EE ARCH 2x SHEAR WALL - 5EE PLAN FOR SPEGIFIGATIONS. - SECTION 25 SCALE: 3/4'=1'-0' BY WINDOW/DOOR MANUFACTURER 5EE UPLIFT CONNECTOR SGHEOULE ON PLANS FOR CONNECTOR SPEGIFIGATIONS FASTEN ROOF TRU55 TO DOUBLE TOP PLATE w/ (3) 3 Y4"xO.131 " TOENAILS 2x4 ® 16"O.G. FA5TEN€9- TO 6ABLE END TRU55 w/ (20'xO.131" TOENAILS. 6YP5UM BOARS PER ARCH FOR FIREPROOFING q" MAX GABLE END VERTICAL WEB REINFORGIN6 A5 REQURIED BY TRU55 MANUF. 3 Y4"x0.131" TOENAILS ® 12" O.G. GONNEGTIN6 BOTTOM CHORD TO TOP PLATE FASTEN BOTTOM CHORD OF 6ABLE END TRU55 TO TOP PLATE WITH 51MP50N A35 GLIPS ® 32" O.G. FASTEN BOTTOM OF 2x4 -� BRACE TO DBL. TOP PLATE w/ (1) 51MP50N H2.5T 8 (2)3 Y4"xO.131" TOENAILS FASTEN 5HEATHIN6 TO 2x4- BLOGKIN6 w/ 2 %"xO.113" RIN6 SHANK NAILS ® 4"O.G. ROOF 5HT6 SHALL BE GONT. 24" MIN ONTO, ROOF -r -i vR SECTION 26 SCALE: s�4'=r-o' FASTEN TOP CHORD OF END TRU55 OR 2x4 NAILER THRU WALL 5HEATHIN6 TO EXT. WALL 5TUD5 w/ 3"x0.131" NAIL5 ® 16" O.G. FLOOR TRU55E5 -5EE PLAN 8" GMU BOND BEAM W/ (1) #5 GONT. - SECTION I. 2X PT BUGKS/NAILERS 5HALL EXTEND BEYOND INTERIOR FACE OF WINDOW/DOOR, FASTEN BUCK TO MA50NRY W/ (1) ROW OF 3X,"x4" TAPGONS 6" FROM ENDS AND 16" O.G. MAX. TAPGONS TO BE I Y2" MIN. FROM E06E OF BUCK. 2. BUGKS LE55 THAN 2X TO BE FASTENED W/ GUT NAIL5 OR EQUIVALENT. STRUGTURAL CONNECTION OF WINDOW/DOOR TO STRUGTURE BY OTHERS IN THIS CASE. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X BUCKED OPENING, U5E (3) ROWS OF 3"0.131" NAIL5 5TA66ERED ® 12" O.G. EA. 5XGE551VE BUCK. 4. MIXING OF IX AND 2X BUGKS 5HALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FA5TENIN6) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROWS OF 2 Y2'x0.131" NAIL5 ® 16" O.G. FASTEN WINDOW/DOOR TO 2X PER WINDOW/DOOR MANUFACTURER'S 5PEG5. WINDOW/DOOR BUCK DETAIL SCALE: W5 2x4 BLOCKING w/ (3)3 Y4'x0.131" TOENAILS EACH END (4) 3 Y4'x0.131" NAIL5 PROVIDE 2x4 BLOGKIN6 ® 48" O.G. IN FIRST (5) BAYS OF ROOF TRU55E5-GUT TO FIT T16HT BETWEEN TRU55 BOTTOM CHORDS AND NOTCH AROUND 51LL PLATE FASTEN DRYWALL TO BLOCKING w/SGREWS /NAIL5 ® 6" O.G. FASTEN ROOF 5HEATHIN6 TO END TRU55 OR 2x4 NAILER w/ 2 Y2"xO.131" NAIL5 ® 6" o.c. FASTEN BOTTOM CHORD OF END TRU55 OR 2x4 NAILER TO LADDER TRU55 VERTICAL OR 2x RIBBON w/ 3"0.131" NAIL5 ® 16" O.G. VERT WALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. GMU WALL -5EE PLAN FOR VERT. 8 HORZ. REINF. 5PEG5 EXTERIOR WALL 5HT'6. TO RUN GONTINUOUS FULL HEIGHT OF WALL FROM BOTTOM OF RIBBON TO TOP OF DOUBLE TOP PLATE 2 Y2"xO.131" ® 3" O.G. INTO SOLE PLATE 2x GONT. RIBBON (TOP 4 BOTTOM) FASTEN TO EA. TRU55 VERTICAL w/ (2) 3 Y4'x0.131" NAIL5 2 Y2"x0.131" ® 3" O.G. INTO BOTTOM GONT. RIBBON PROVIDE 5IMP50N HETAI6 EMBEDDED STRAP ® EACH TRU55 (® Iq.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 -5EE PLAN FOR VERT. 8 HORZ. REINF. 5PEG5 SECTION VALLEY 5ET OVERFRAMIN6 PROVIDE 50LID SHIM BETW'N TRU55 4 CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL Q. 2x EXTERIOR WALL -5EE PLAN FOR 5HEATHIN6 AND CONNECTION 5PEG5. FASTEN 50LE PLATE TO GONT. RIBBON W 3"x0.131" NAIL5 ® 6" O.G. 8 5HEATHIN6 TO GONT. RIBBON W 2 Y2'XO.I3I" NAIL5 ® 6" O.G. FLOOR TRU55E5 -PER PLAN 8" GMU BOND BEAM W/ (1) #5 GONT. MAIN ROOF 5HEATHIN6 FASTEN EACH OVERFR TRU55 TO TRU55 BELO. WITH (1) 51MP50N VTGR ® 24" O.G. MAIN ROOF TRU555 TYPICAL OVERMAM I NG CONNECTION DETAIL SCALE: N.T.S. LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN THIS HOME $ SHALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REOU I RED ALL APPLICABLE AREAS. THESE WHERE 5PEG I F I GALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. seal: \.\,.,Y 0III, No 77U4 •� STATE OF ; IU ` 0. '� OR 6 NN © copyrf?if v��r�l I�INQ►RNL ``?��` S4uralfl��ir4�eAg, Inc. CD Z J� W w \/ z i CD Z w J Z� U It Wco coT i JH z W C y W a .Ec Q Q A G gr E a) m Z3 E Q M Lo- 0 M o N M d M&K project number: 068•19029 project mgr: ,,J S B drawn by: BC issue date: 07-07-2 `I REVISIONS: date: initial: sheet: SD2 — BOND -BEAM _.—GONTIN. PREGAST HEADER J� 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED CAST-GRETE GAST-GRETE WINDOW SILL, WINDOW 51LL, OR EQUIV. OR EQUIV. IT — DOUBLE WINDOW MA50NRY PIER DETA I L SCALE: NT5 NOTES: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 51MP5ON ET EPDXY). 2. PROVIDE 3/4" DIA. HOLE FOR DONEL, BLOW OR BRUSH GLEAN. 3. FOLLOW MANUF. INSTALLATION I NSTRUGTI ONS. FUTURE 8" GMU BLOCK #5 VERT. BAR TO BE DRILL 6" INTO EXI5T'6 I LOCATED PER PLAN I IN GROUTED CELL SLAB, EPDXY d DRIVE #5 DONEL, PROVIDE MIN. 30" LAP SPLICE I ( I I z_ '5- a d I ° III=III=III=III=1 GRADE .d o �—ICI—I�I—I�I ICI—I�I-1�1- 'I —ICI —ICI .III—I�l M 155ED DOWEL RETROFIT DETAIL TRIPLE WINDOW SIM. 5EE TYP. FOUNDATION DETAILS FOR ADDITIONAL INFORMATION NOT SHOWN HERE SCALE: NTS SIM. a GMU STEM POR DROPPED 6RADE 5EE DETAIL I ON STRUGTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT SHONN HERE FASTEN EA. ROOF TRU55 TO GMU w/ 5IMP50N M5TMI6 TWIST STRAP. FASTEN STRAP TO GMU wl (4) Y4" DIA. x 2 Y4" LON6 TITEN SGREWS PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EACH TRU55. PROVIDE 2x FLAT BLOGKIN6 FIT TIGHT TO ROOF TRU55E5 ® EVERY OTHER BAY FASTENED TO GMU wl (3) Y4" DIA. x 3 Y2" LONG TAPGONS. FASTEN BLOGKING TO ROOF TRU55E5 w/ (2) 3 Y4"xO.131" NAILS ® EA. END. RETROFIT DETAIL P SCALE: 3/4"=1'-0" 4x6 P.T. POST PROVIDE (I) 51MP50N L5TAI8 STRAP ON EACH EXTERIOR FACE OF P05T, W MIN END LENGTH DROPPED BEAMS PER PLAN REAR WOOD LANAI T1'P. BEAM TO P05T CONN. SCALE: 3/4'=1'-0" 5EE DETAIL 31 ON STRUGTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT SHOWN HERE PROVIDE 50LID BLOGKIN6 A5 REQ'D FOR STRAP FASTENING 5EE DETAIL 38 ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT SHONN HERE FASTEN EVERY OTHER FULL DEPTH BLOGKIN6 (Va" 055 (MIN), 13/4" LVL OR TRU55 TRU55 (w/ WEB BLOGKIN6 A5 REQ'D) TO 2x BLOGKIN6 w/ (1) 51MP50N A35 CLIP FLOOR TRU55E5 BLOGKIN6 PER MANUF) ® 48" -PER PLAN O.G. FASTENED TO 2x BLOGKIN6 w/ (1) 51MP50N A35 GLIP rz TFASTEN FLOOR TRU55E5 X -PER PLAN EVERY OTHER TRU55 TO GMU W51MP50N MT5MI6 TWIST STRAP. FASTEN STRAP TO GMU wl (4) Y4" DIA. x 2 A" LONG TITEN SGREWS 9 FASTEN BLOGKIN6 TO GMU w/ 51MP50N MT5MI6 TW15T STRAP. FASTEN STRAP TO GMU wl (4) Y4" DIA, x 2 Y4" LONG TITEN SGRENS N 2x6 FLAT BLOGKIN6 (BETWEEN TRU55E5 2x6 FLAT BLOCKING TO EA. SIDE OF - 16" MIN. LEN(5TH) FASTENED DONN TO 05B BLOGKIN6 (I6" MIN. LENGTH) GMU w/ (3) Y4" DIA. x 3 YY LONG FASTENED DOWN TO GMU w/ (3) Y4" DIA. x TAPGONS ® EA BAY. FASTEN RIBBONL, 3Y2" LONG TAPGONS. FASTEN LADDER THRU WALL 5HT6., TO 2x BLOGKIN6 w/ TRU55, TO 2x BLOGKIN6 w/ 3"xO.131" A %WxO.131" NAILS ® 3" o.c. TOENAILS ® 3" o.c. RER�K1T DET�rIL Q SCAL-O 2x OR 1" 055 DEGKIN6 — (TYP.) RETROFIT DET� I L R SCALE: (1) 51MP50N - A35 CLIP EA. STRINGER (3) SINGLE PLY 2x12 SOUTHERN PINE #2 (OR BETTER) STRIN6ER5 (I) 51MP50N A35 CLIP ® EA. STRINGER 2x6 P.T. BOTTOM PLATE FASTENED TO CONCRETE w/ (3) W ' DIA. x 3 Y2" LONG TAPGONS ISCALE: STAIR SECTION FLOOR TRU55E5 (5EE PLAN) FLOOR G.T. - PROVIDE VERTICALS OR 50LID BLOGKIN6 o EA. 5TRIN6ER LOCATION LETTERED DETAIL5 ARE TYPIGAL FOR NUMBERED DETAIL5 ARE PLAN TH 15 HOME $ SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REOU I RED ALL APPL I GABLE AREAS. THESE WHERE 5PEG I F I GALLY I ND I GATED DETAIL5 ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. seal: ��:y G. FR,,��i�i • No 77824� ' STATE OF ON. W �ij�F ••;c�OR10P • �� NAIL ''1� © copyright: MUL�E��KU�11 P structural Engineering, Inc. aCD z JLU W W CM Z i z Z W J Z= t-- U F— LU T W i _j JH z W CA W rn CD Q CS 4 E a, m Q E o y Y 2 m OO N �O 0. M&K project number: 068-19029 project mgr: drawn by: issue date: REVISIONS: JSB BC 07-07-21 date: initial: sheet: J 0 2 0 J Q W 2 Ld 0 J SDm3 0 J LL W z a W U) U U) z J PERMANENT ROOF TRU55 BRAGIN6 NOTE5: (51N6LE FAMILY HOME OR TOHNHOU5E CONSTRUCTION, WITH ROOF TRU55E5 5PAGED NO MORE THAN 24" O.G) I. WOOD TRU55E5 SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENT SAFETY INFORMATION (BG51) "GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6, RE5TRAINI% d BRAGING OF METAL PLATE CONNECTED WOOD TRU55E5," (2008 EDITION). 2, TOP CHORD BRACING: TOP CHORDS SHALL BE BRACED BY DIRECT -APPLIED PLYW000/05B 5HEATHIN6. • IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FASTENED TOP CHORD, CONTACT MW FOR BRACING DE516N. 3. BOTTOM CHORD BRAGIN6: a. THE BOTTOM CHOR05 5HALL BE BRACED BY DIRECT -APPLIED G.W.B. CEILIN6 4. WEB MEMBER BRACING: THE TRU55 MANUFACTURER 5HALL INDICATE THE TRU55 MEMBERS (WEBS, VERTIGAL5) THAT REQUIRE LATERAL BRAGIN6/RE5TRAINT. a. 'T' OR 'L' BRAGE: WHERE BRAGIN6 15 REQUIRED A5 INDICATED ON SHOP DRAWING, UTILIZE 'T' OR 'L' BRACES (REFERENCE BG5I-133 F16URE5 B3-18 S 53-Ig). 5HOP APPLIED REINFORCEMENT PER BG51-B3 FI6URE5 63-22 $ BG-23 15 ACCEPTABLE. • 'T' 8 'L' REINFORCING MATERIAL 5HALL MATCH THE 51ZE OF THE NEB/VERTIGAL MEMBER. • V d 'T' REINFORCIN6 TO BE A MINIMUM OF gO% OF THE LEN6TH OF THE WEB/VERTIGAL MEMBER. • FA5TEN 'L' OR 'T' REINFORCING TO WEB/VERTICAL YV/ Ibd GUN NAIL5 (0.1310 1/2") AT 6' O.G. b. GONTINUOU5 LATERAL BRAGIN6 ALTERNATE: WHEN THREE (3) OR MORE 51MILARLY GONFI6URED ROOF TRUSSES AL16N, GONTINUOU5 ROW5 OF LATERAL BRAGIN6 MAY BE U5ED IN LIEU OF THE ABOVE -NOTED 'L' OR 'T' BRAGE5. • GONTINUOU5 ROWS OF LATERAL BRAGIN6 5HALL GON515T OF MINIMUM 2x4. ROh5 5HALL BE LAP 5PLIGED ONE TRU55 BEYOND IN EACH DIRECTION. 5EGURE BRACE TO EACH TRU55 GOMPRE5510N WEB w/ (2) Ibd GUN NAIL5 (0.1310 1/2"). • GONTINUOU5 LATERAL BRAGIN6 5HALL BE RE5TRAINED BY DIA60NAL BRACING (MIN. 2' THICK NOMINAL LUMBER d MINIMUM 5PF 'STUD' GRADE MATERIAL). THI5 BRAGIN6 15 TO BE GONTINUOU5. PROVIDE ONE ROW OF DIA60NAL BRAGIN6 AT VERTICAL WEB MEMBER5 OF TRU55E5 CLO5E5T TO EACH 6ABLE END WALL 4 ADDITIONAL DIA60NAL5 AT 20'-0" A5 REQUIRED. DIAGONAL BRACE NAILED TO OPP051TE PROVIDE (2) Ibd NAILS a 51DE OF WEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIRECT -APPLIED PLYW000/05B -5 ROOF 5HEATHIN6 COMPRESSION WEB (5LOP►N(5 OR VERTICAL) GONTINUOU5 LATERAL BRACE ALTERNATE o (3) OR MORE ..............._..... ............. ADJACENT 51MILAR TRU55E5 (5EE INDIV. TRU55 SHOP DRAWINGS FOR LOGATIONS) 2x 5TRON6BAGK MAY BE IN5TALLED FOR GONSTRUCTABILITY TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REGV FOR STRUGTURE) GONTIN. LATERAL BRACING TO LAP AGRO55 MIN. (1) DIRECT -APPLIED TRU55 BAY A5 5HOHN 6WB GEILIN6 5EGTION B-B ALTORMTE MMW Mn CW ore MORE SHLM TMM AM &WJW Yf-13 MEMBER REQUIRING B BRAGIN6 A5 INDICATED BY -, TRU55 MANUFACTURER 2x 5TRONG13AGK 2x 5TRONOBAGK5 MAY BE (NOT REQ'D FOR F INSTALLED FOR CON5TRUGTABILITY STRUGTUI TO KEEP EVEN 5PAGI% AT BOTTOM CHORD (NOT REQV FOR STRUGTURE) DIREGT-APPLIED PLYWD/05B DIRECT-APPLIED\--'L' OR 7, BRACING o 6hB GEILIN6 1 E% DE516NATED BY TRU55 MANUR TYPICAL TRU55 ELEVATION r� COMPONENT J ff CLADDING PRE55URE ZONES Gomponent5 � Glodding Wind Pre55ure5 UP TO 140 MPH Wind Zone Exq. B, RiA Gat. II Enclosed, 0.18 Int. Pre55ure Goeff. MEAN ROOF ZONE PRE55URE50 ZONE PRE55URE50 HT: 25 FT. (�F) (P51F) ROOF (HIP) 0 +14.q -26.6 2r +14A -36.8 20• TO 27" 2e +14A -36.8 0 +14A -36.8 0+14A -28.3 2r +14A -45.1 ROOF 2e +14A -28.3 O +14A -45.1 (GABLE) 20• TO 2l• 2n +14A -45.1 0 +14A -53.6 0 +21.2 -22A WALL5 0 +21.2 -26.3 • OTE:Pre55ures charted here are allowable pressures and are permitted to be converted per A5GE 1-16 section 2.4.1 to get an equivalent ultimate load pressure. Divide allowable pressures by a factor of 0.6 to obtain ultimate pressures. Values are based on worst case Scenario of 10 p5f (eff. area). Refer to notes on 5-0.0 for roof/wall nailing requirements. seal: 0tM l 111//// G. F% /�ii No 77W4 TSTATE OF p�, • �t ORIOP • (��►`�� 1014 --` ;O1\\\� © copyright:tu�IR1�� ering, Inc. 0 cz z _J R w w Z_ 04 CJ L7 Z � W J CV m Q Z E CQt C.) 't 4 W~ cn •� °' T -� a m E + Q W o _J Z W p :a Y o y W m` O N M&K project number: 068-1 9029 project mgr: ,J S B drawn by: BC issue date: 07-07-2 `I REVISIONS: date: initial: JUL 0 8 2021 PERMANENT TRUBS BRAG I N6 DETAILS $ NOTES Q SGALM: NONS VIWT APPLIED CEILING (� W 0 ,J LL U? W t� 1.0 Q z Q 0 x a � Q W W d � � x � z 0Z LL1 .1J LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN THIS HOME � SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REQUIRE A APP I GAB E AREAS. THE NHERE L L � 5E ERE 15PEG I F I GALLY I ND I GATEL , DETAILS ARE NOT GUT ON THE PLANS. ("GUT") ON THE PLANS. sheet: PBSBml w 2<So9 S� fie. 4"" y C