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HomeMy WebLinkAbout6762 Shelby Lynn WayABBREVIATIONS AB ANCHOR BOLT MAS MASONRY A.F.F. ABOVE FINISH FLOOR MAT MATERIAL ADJ. ADJUSTABLE MAX MAXIMUM ALUM. ALUMINUM MC MEDICINE CABINET ANCH ANCHOR MECH MECHANICAL 4 ANGLE MIN MINIMUM @ AT MIR MIRROR ML MICRO LAM BD. BOARD M.O. MASONRY OPENING BF BI-FOLD MTL METAL BLDG. BUILDING BM. BEAM N.I.C. NOT IN CONTRACT BLKG BLOCKING (NTS) NOT TO SCALE B.O. BOTTOM OF B.P. BI-PASS DOOR OBS OBSCURED BRG. BEARING O.C. ON CENTER BRK. BRICK OHGD OVERHEAD GARAGE DOOR OPER OPERATOR C.J. CONTROL JOINT OPNG OPENING CENTER LINE OPT OPTIONAL CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD COL. COLUMN OZ OUNCE CONC. CONCRETE 1/R ONE ROD COND. CONDITION 1/S ONE SHELF CONT. CONTINUOUS CANT. CANTILEVER PC PRECAST CLG. CEILING PDS PULL -DOWN STAIR CM CROWN MOLDING PKT POCKET DOOR CR CHAIR RAIL PNL PANEL PLYWD PLYWOOD D DRYER PREFAB PREFABRICATED d PENNY PR PAIR DBL. DOUBLE PROJ PROJECTED DIA. DIAMETER PSI POUNDS PER SQUARE INCH DIR. DIRECTION PSF POUNDS PRE SQUARE FOOT DN DOWN P.T. PRESSURE TREATED DR 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 )vnanlan Companies 90 MATAWAN ROAD MATAWAN, NJ 07747 (732) 383-2200 ALMERA ASPIRE - ESP ELEVATION "A" 6762 SHELBY LYNN WAY -1 ZEPHYRHILLS, FL 33542 LOT 061 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." F_ RELEASE HISTORY AREA .91 ELEVATION 1 ST FLR A/C TOTAL A/C ENTRY GARAGE LANAI TOTAL U R "All 2127 SQ. FT. 2127 SQ. FT. 53 SQ. FT. 473 SQ. FT. 137 SQ. FT. 2790 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 CS2 A1.1 A2.1 A2.2 A3.1 A5.1 A5.2 v'JP1 E1.1 P1.1 S-0.0 F-1.0 F-2.0 S-1.3 SD-1 SD-2 PBSB-1 COVERSHEET & BUILDING DATA GENERAL NOTES FIRST FLOOR PLAN FRONT & REAR ELEVATIONS SIDE ELEVATIONS ROOF PLAN BUILDING SECTIONS TYPICAL WALL SECTIONS WATERPROOFING DETAILS FIRST FLOOR ELECTRICAL PLAN SLAB PENETRATION PLAN A`L"L' WO ' '-K`SHALL Er:� SClsOiLl�3PttL,C WITrSTRUCTURAL NOTES CCOMPLY PLAN ti4 frC°CODE. , BLOCK PLAN AND 7T OPDtI `'= r,;C' ROOF FRAMING PLAN vANC�� FOUNDATION DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS REVIEW DATg—,-. ADO0 3 :_fit CITY Co~ =' i ,, P,HI I PLAN EXAMINE; � W Wz0= �O>-I" >�0 Q cr- (D 0 W Q ❑ w J U) W W Q Cc �eOF- z ,6u-00u5 z z z P w_ ujg¢2_j W _ CC CL �c/)❑OU �2ZU-cn �I—QZ❑ cz''~ atS cz a' O � n (Z 0 0 0 U 0 C < w� wA :c 0 U)z M w wA � I� CL 0� En U i w i z O i i i ch � c _J � � I I I I I I z O I ch 0 '/1,4977824 • STATE % LORIVP •'���' COMMUNITY: LINKS AT CALUSA It SPRINGS E PLAN # 6120 L RELEASED: 712t21 i SHEET GS I +•-YYY WYWYY-.�Yw-� �1� 11- � 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 I OPENINGS AID 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 GARAGff SHALL BE IN ACCORDANCE WITH SECTIONS R302.5.1 THROUGH R302.5.3. 1. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE FEET, SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 11/2 TERMINATED AND SHALL BE INSTALLED IN A MANNER THAT PREVENTS MOISTURE FROM ENTERING THE WALL 2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES ABOVE THE FLOOR, INCHES (38 MM) BETWEEN THE WALL AND THE HANDRAILS. AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE PERMEABLE MATERIALS AND AT 3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES ABOVE THE FLOOR; AND INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE. R302.5.1 OPENING PROTECTION E DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL OPENINGS FROM A PRIVATE GARAGE C O O 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES, EXCEPTIONS: R903.2.1 LOCATIONS NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED 5. MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. 1. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE TURN. FLASHINGS SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, WHEREVER THERE IS A CHANGE IN WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES (35 MM) IN THICKNESS, SOLID OR R308.4.5 GLAZING AND WET SURFACES . 2THE USE OF A VOLUTE, TURNOUT, STARTING EASING OR STARTING NEWEL SHALL BE ALLOWED OVER THE LOWEST TREAD. ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. WHERE FLASHING IS OF METAL, THE METAL ONEYCOMBCORE STEEL DOORS NOT LESS THAN 13/8 INCHES (35 MM) THICK, OR 20-MINUTE FIRE -RATED GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SHALL CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN PROVIDED IN TABLE R903.2.1 OR IN DOORS. SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE R311.7.8.3 GRIP -SIZE IA COMPLIANCE WITH RAS 111. EXCEPTION: FLASHING IS NOT REQUIRED AT HIP AND RIDGE JUNCTIONS. R302.6 DWELLING -GARAGE FIRE SEPARATION THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 6 INCHES MEASURED VERTICALLY ABOVE G 0 D REQUIRE 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 1. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT PUBLISHED LITERATURE. PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. EXCEPTION: GLAZING THAT IS MORE THAN 60 INCHES, MEASURED HORIZONTALLY AND IN A STRAIGHT LESS THAN 11/4 INCHES (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL IS NOT LINE, FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SWIMMING POOL OR FROM CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF NOT LESS THAN 4 INCHES (102 MM) AND NOT R905.1.1.1 UNDERLAYMENT FOR ASPHALT, METAL, MINERAL SURFACED, SLATE AND SLATE -TYPE ROOF THE EDGE OF A SHOWER, SAUNA OR STEAM ROOM. GREATER THAN 61/4 INCHES (160 MM) WITH A CROSS SECTION OF DIMENSION OF NOT MORE THAN 21/4 COVERINGS TABLE R302.6 DWELLING -GARAGE SEPARATION INCHES (57 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 MM). UNDERLAYMENT FOR ASPHALT SHINGLES, METAL ROOF SHINGLES, MINERAL SURFACED ROLL ROOFING, FROM THE RESIDENCE AND ATTICS R308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS SLATE AND SLATE -TYPE SHINGLES, AND METAL ROOF PANELS SHALL COMPLY WITH ONE OF THE FOLLOWING NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INCHES ABOVE THE 2. TYPE II. HANDRAILS WITH A PERIMETER GREATER THAN 61/4 INCHES (160 MM) SHALL HAVE A METHODS: FROM HABITABLE ROOMS ABOVE THE GARAGE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF STAIRS GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. THE FINGER RECESS SHALL BEGIN 4. TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT SHALL BE NOT LESS THAN 5/8-INCH TYPE X GYPSUM BOARD OR EQUIVALENT AND RAMPS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. WITHIN A DISTANCE OF 3/4 INCH (19 MM) MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE INSTALLED AS FOLLOWS: APPLY A 19-INCH (483 MM) STRIP OF UNDERLAYMENT FELT PARALLEL TO AND STRUCTURE(S) SUPPORTING FLOOR/CEILING ASSEMBLIES USED FOR SEPARATION REQUIRED BY THIS PROFILE AND ACHIEVE A DEPTH OF NOT LESS THAN 5/16 INCH (8 MM) WITHIN 7/8 INCH (22 MM) BELOW THE STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING AT THE EAVE, APPLY SECTION R308.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR NOT LESS THAN 3/8 36-INCH-WIDE (914 MM) SHEETS OF UNDERLAYMENT, OVERLAPPING SUCCESSIVE SHEETS 19 INCHES (483 MM); NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS INCH (10 MM) TO A LEVEL THAT IS NOT LESS THAN 13/4 INCHES (45 MM) BELOW THE TALLEST PORTION OF END LAPS SHALL BE 6 INCHES AND SHALL BE OFFSET BY 6 FEET. THE UNDERLAYMENT SHALL BE ATTACHED THAN INCHES ABOVE THE LANDING AND WITHIN A 60-INCH HORIZONTAL ARC LESS THAN 180 DEGREES 36 C SHE THE PROFILE. T WIDT F THE HA H O H 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 11 SHALL BE PERMITTED TO BE USED. R309.1 FLOOR SURFACE SYNTHETIC UNDERLAYMENT SHALL HAVE A MINIMUM TEAR STRENGTH OF 15 LBF IN ACCORDANCE WITH ASTM FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX: GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL. R312.1.1 WHERE REQUIRED D4533 AND A MINIMUM TENSILE STRENGTH OF 20 LBF/INCH IN ACCORDANCE WITH ASTM D5035, AND SHALL GUARD HALL BE PROVIDED FOR THOSE PORTIONS - S S O OS O TIONS OF OPEN SIDED WALKING SURFACES, INCLUDING C S MEET THE LIQUID WATER TRANSMISSION TEST OF SECTION 8.6 OF ASTM D4869. SYNTHETIC UNDERLAYMENT R302.STAIR E SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR WALL AND CEILING FINISHES S THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO RAMP AND LANDINGS, THAT ARE T S, S GS, LOCATED MORE 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. TO THE EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD. STARTING AT THE EAVE, APPLY FULL SHEETS OF REINFORCED SYNTHETIC UNDERLAYMENT, OVERLAPPING ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4. SUCCESSIVE SHEETS HALF THE WIDTH OF A FULL SHEET PLUS THE WIDTH OF THE MANUFACTURER'S EGRESS: R312.1.2 HEIGHT SINGLE -PLY OVERLAP. END LAPS SHALL BE 6 INCHES AND SHALL BE OFFSET BY 6 FEET. SYNTHETIC R302.10 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR INSULATION REQUIRED GUARDS AT OPEN -SIDED WALKING SURFACES, INCLUDING STAIRS, PORCHES, BALCONIES OR UNDERLAYMENT SHALL BE ATTACHED TO A NAILABLE DECK WITH CORROSION -RESISTANT FASTENERS WITH A FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH R310.2.1 MINIMUM OPENING AREA LANDINGS, SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN HEIGHT AS MEASURED VERTICALLY ABOVE MAXIMUM FASTENER SPACING, MEASURED HORIZONTALLY AND VERTICALLY, OF 12 INCHES (305 MM) O.C. SECTIONS R302.10.1 THROUGH R302.10.5. EMERGENCY AND ESCAPE RESCUE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 THE ADJACENT WALKING SURFACE OR THE LINE CONNECTING THE LEADING EDGES OF THE TREADS. BETWEEN SIDE LAPS, AND ONE ROW AT THE END AND SIDE LAPS FASTENED 6 INCHES (152 MM) O.C. FIREBLOCKING: SQUARE FEET. THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24 INCHES AND THE NET UNDERLAYMENT SHALL BE ATTACHED USING ANNULAR RING OR DEFORMED SHANK NAILS WITH METAL OR CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES. EXCEPTIONS: PLASTIC CAPS WITH A NOMINAL CAP DIAMETER OF NOT LESS THAN 1 INCH. METAL CAPS ARE REQUIRED 1. GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 34 INCHES (864 MM) WHERE THE ULTIMATE DESIGN WIND SPEED, VULT, EQUALS OR EXCEEDS 170 MPH. METAL CAPS SHALL HAVE R302.11 FIREBLOCKING OPENINGS SHALL E E IN F NOT EXCEPTION: GRADE FLOOR OR BELOW GRADE O GS S L HAVE A NET CLEAR OPENING O O MEASURED VERTICALLY FROM A LINE N SU C O CONNECTING THE LEADING EDGES OF THE TREADS. A THICKNESS OF NOT LESS THAN 32-GAGE SHEET METAL. POWER -DRIVEN METAL CAPS SHALL HAVE A IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO CUT OFF BOTH VERTICAL AND LESS THAN 5 SQUARE FEET. 2. WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDES OF STAIRS, THE TOP MINIMUM THICKNESS OF 0.010 INCH. MINIMUM THICKNESS OF THE OUTSIDE EDGE OF PLASTIC CAPS SHALL BE HORIZONTAL CONCEALED DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN OF THE GUARD SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE THAN 38 INCHES (965 MM) 0.035 INCH. THE CAP NAIL SHANK SHALL BE NOT LESS THAN 0.083 INCH FOR RING SHANK CAP NAILS. CAP NAIL STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. R310.2.2 WINDOW SILL HEIGHT AS MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. SHANK SHALL HAVE A LENGTH SUFFICIENT TO PENETRATE THROUGH THE ROOF SHEATHING OR NOT LESS WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL HAVE A THAN 3/4 INCH INTO THE ROOF SHEATHING. FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAMED CONSTRUCTION IN THE FOLLOWING LOCATIONS: SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR. R312.1.3 OPENING LIMITATIONS REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED R905.2.4.1 WIND RESISTANCE OF ASPHALT SHINGLES (IF APPLICABLE) 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND R310.1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES GUARD HEIGHT THAT ALLOW PASSAGE OF A SPHERE 4 INCHES (102 MM) IN DIAMETER. ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTIONS R905.2.6 AND R905.2.6.1. PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM R905.3 CLAY AND CONCRETE TILE 1.1.VERTICALLY AT THE CEILING AND FLOOR LEVELS. WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. WINDOW OPENING CONTROL DEVICES EXCEPTIONS: THE INSTALLATION OF CLAY AND CONCRETE TILE SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S 1.2.HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET (3048 MM). HALL BE PERMITTED FOR E N WINDOWS SERVING A A REQUIRED COMPLYING WITH ASTM F2090 S O USE O O S S G S Q 1. THE TRIANGULAR OPENINGS AT THE OPEN SIDE F STAIR, FORMED T S O SBY HE RISER, TREAD AND INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND 2. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS EMERGENCY ESCAPE AND RESCUE OPENING. BOTTOM RAIL OF A GUARD, SHALL NOT ALLOW PASSAGE OF A SPHERE 6 INCHES (153 MM) IN DIAMETER. CLAY ROOF TILE INSTALLATION MANUAL, SIXTH EDITION WHERE THE VASD IS DETERMINED IN ACCORDANCE OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 2. GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF A WITH SECTION R301.2.1.3 OR THE RECOMMENDATIONS OF RAS 118, 119 OR 120. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. R312.2.1 WINDOW SILLS SPHERE 43/8 INCHES (111 MM) IN DIAMETER. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.7. IN DWELLING UNITS, WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING IS LOCATED LESS EXHAUST SYSTEMS: 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, THAN 24 INCHES (610 MM) ABOVE THE FINISHED FLOOR AND GREATER THAN 72 INCHES (1829 MM) ABOVE CONCRETE FLOORS: WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING, THE OPERABLE M1501.1 OUTDOOR DISCHARGE COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: R506.2.3 VAPOR RETARDER THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS IN E136 REQUIREMENTS. A 6-MIL (0.006 INCH; 152 MM) POLYETHYLENE OR APPROVED VAPOR RETARDER WITH JOINTS LAPPED 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 FIFEBLOCKING MATERIALS 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES THAT 1. GARAGES, UTILITY BUILDINGS AND OTHER UNHEATED ACCESSORY STRUCTURES. SPECIFIED IN SECTIONS M1502.4.5.1 THROUGH M1502.4.5.3. EXCEPT AS PROVIDED IN SECTION R302.11, ITEM 4, FIREBLOCKING SHALL CONSIST OF THE FOLLOWING COMPLY WITH SECTION R312.2.2. 2. FOR UNHEATED STORAGE ROOMS HAVING AN AREA OF LESS THAN 70 SQUARE FEET (6.5 M2) AND M1502.4.5.1 SPECIFIED LENGTH MATERIALS. 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: 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 A THE SIZE AND MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL 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 IC MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE CODE OFFICIAL SHALL BE PROVIDED WITH A COPY OF 5. ONE -HALF -INCH (12.7 MM) GYPSUM BOARD. MM) WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. MATERIALS USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN THE INSTALLATION INSTRUCTIONS FOR THE MAKE AND MODEL OF THE DRYER AT THE CONCEALMENT INSPECTION. IN THE ABSENCE OF FITTING EQUIVALENT LENGTH CALCULATIONS FROM THE CLOTHES DRYER 6. ONE -QUARTER -INCH (6.4 MM) CEMENT -BASED MILLBOARD. SHOWER AREAS SHALL BE OF MATERIALS LISTED IN TABLE R702.4.2, AND INSTALLED IN ACCORDANCE MANUFACTURER, TABLE Ml502.4.5.1 SHALL BE USED. 7. BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED MATERIALS R311.7.2 HEADROOM WITH THE MANUFACTURERGS RECOMMENDATIONS. INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE. THE HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN 6 FEET 8 INCHES (2032 MM) MEASURED M1502.4.5.3 DRYER EXHAUST POWER VENTILATOR 8. CELLULOSE INSULATION INSTALLED AS TESTED IN ACCORDANCE WITH ASTM El 19 OR UL 263, FOR VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF TABLE R702.4.2BACKER BOARD MATERIALS THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED IN ACCORDANCE WITH THE THE SPECIFIC APPLICATION. THE LANDING OR PLATFORM ON THAT PORTION OF THE STAIRWAY. GLASS MAT GYPSUM BACKING PANEL (ASTM C1178) MANUFACTURER'S INSTRUCTIONS FOR THE DRYER EXHAUST DUCT POWER VENTILATOR. FIBER -REINFORCED GYPSUM PANELS (ASTM C1278) R302.12 DRAFTSTOPPING R311.7.5 STAIR TREADS AND RISERS NONASBESTOS FIBER -CEMENT BACKER BOARD (ASTM C1288 OR ISO 8336, CATEGORY C) GENERAL NOTES: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE STAIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF THIS SECTION. FOR THE PURPOSES OF NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS (ASTM C1325 ) CONCEALED SPACE OF A FLOOR -CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE THIS SECTION, DIMENSIONS AND DIMENSIONED SURFACES SHALL BE EXCLUSIVE OF CARPETS, RUGS OR ATTENTION GENERAL CONTRACTOR / BUILDER: AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET (92.9 M2). DRAFTSTOPPING RUNNERS. WINDOW INSTALLATION ISSUANCE OF PLANS FROM THE ARCHITECT SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL R311.7.5.1 RISERS THE RISER HEIGHT SHALL BE NOT MORE THAN 73/4 INCHES (196 MM). THE RISER SHALL BE MEASURED INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BE PROVIDED IN FLOOR -CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT MANUFACTURER FOR EACH WINDOW. FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 MM). R703.4 FLASHING REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL 1.CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. FROMUNDERSIDE OF THE NOSING OF THE TREAD ABOVE AT RISERS SHALL BE VERTICAL OR SLOPED FROM THE THEAD) APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE ARCHITECT, THE ARCHITECT SHALL NOT BE HELD 2.FLOOR FRAMING IS CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS. AN ANGLE NOT MORE THAN 30 DEGREES FROM THE VERTICAL. OPEN RISERS ARE PERMITTED ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE RESPONSIBLE. PROVIDED THAT THE OPENINGS LOCATED MORE THAN 30 INCHES (762 MM), AS MEASURED VERTICALLY, MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED R302.12.1 MATERIALS TO THE FLOOR OR GRADE BELOW DO NOT PERMIT THE PASSAGE OF A 4-INCH-DIAMETER (102 MM) MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSPECTION NOTES: DRAFTSTOPPING MATERIALS SHALL BE NOT LESS THAN 1/2-INCH (12.7 MM) GYPSUM BOARD, 3/8-INCH (9.5 SPHERE. INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO WORK SHALL NOT BE DONE BEYOND THE POINT INDICATED IN EACH SUCCESSIVE INSPECTION WITHOUT FIRST MM) WOOD STRUCTURAL PANELS OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. 'THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. OBTAINING THE APPROVAL OF THE BUILDING OFFICIAL. THE BUILDING OFFICIAL, UPON NOTIFICATION, SHALL DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS UNLESS R311.7.5.2 TREADS SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR MAKE THE REQUESTED INSPECTIONS AND SHALL EITHER INDICATE THE PORTION OF THE CONSTRUCTION OTHERWISE APPROVED BY THE BUILDING OFFICIAL. THE INTEGRITY OF THE DRAFTSTOPS SHALL BE THE TREAD DEPTH SHALL BE NOT LESS THAN 10 INCHES (254 MM). THE TREAD DEPTH SHALL BE FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A THAT IS SATISFACTORY AS COMPLETED, OR NOTIFY THE PERMIT HOLDER OR HIS OR HER AGENT WHEREIN MAINTAINED. MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER THE SAME FAILS TO COMPLY WITH THIS CODE. ANY PORTIONS THAT DO NOT COMPLY SHALL BE CORRECTED ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. THE GREATEST TREAD JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS AND SUCH PORTION SHALL NOT BE COVERED OR CONCEALED UNTIL AUTHORIZED BY THE BUILDING OFFICIAL. HAZARDOUS LOCATIONS: DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR FOUNDATION INSPECTION NOTES: MM). WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE R308.4.1 GLAZING IN DOORS R311.7.5.3 NOSINGS EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED GLAZING IN FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE NOSINGS AT TREADS, LANDINGS AND FLOORS OF STAIRWAYS SHALL HAVE A RADIUS OF CURVATURE AT 1.EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. CONSIDERED TO BE A HAZARDOUS LOCATION. THE NOSING NOT GREATER THAN 9/16 INCH (14 MM) OR A BEVEL NOT EXCEEDING 1/2 INCH (12.7 MM). A SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER EXTERIOR FINISHES: NOSING PROJECTION NOT LESS THAN 3/4 INCH (19 MM) AND NOT MORE THAN 11 4 / INCHES (32 MM) SHALL COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE 1. CEMENT PLASTER FINISH OVER MASONRY SHALL BE 5/8 THICK TEXTURED PER COMMUNITY EXCEPTIONS: BE PROVIDED ON STAIRWAYS. THE GREATEST NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS STANDARDS. 1. GLAZED OPENINGS OF A SIZE THROUGH WHICH A 3-INCH-DIAMETER SPHERE IS UNABLE TO PASS. NOSING PROJECTION BY MORE THAN 3/8 INCH (9.5 MM) WITHIN A STAIRWAY. SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 2. CEMENT PLASTER FINISH OVER WOOD SUBSTRATE SHALL BE 7/8" THICK (3) COAT STUCCO OVER (2) 2. DECORATIVE GLAZING LAYERS OF WATER RESISTANT BARRIERS IN ACCORDANCE WITH FLORIDA BUILDING CODE 7TH EDITION (2020) EXCEPTION: A NOSING PROJECTION IS NOT REQUIRED WHERE THE TREAD DEPTH IS NOT LESS THAN 11 1.1. THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR RESIDENTIAL, R703 AND ASTM C926. TEXTURE PER COMMUNITY R308.4.2 GLAZING ADJACENT TO DOORS. INCHES (279 MM). APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TO ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS FLOOD ZONE REQUIREMENTS: BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 R311.7.8 HANDRAILS OR DETAILS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. INCHES ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH FLIGHT WITH FOUR OR MORE AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT MECHANICAL AND HVAC: CONDITIONS: RISERS. WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE 1. WHERE THE GLAZING IS WITHIN 24 INCHES OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE R311.7.8.1 HEIGHT SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. DOOR IN A CLOSED POSITION. HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, 1.2. IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER 2. WHERE THE GLAZING IS ON A WALL LESS THAN 180 DEGREES FROM THE PLANE OF THE DOOR IN A OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE PROFESSIONAL. PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR CLOSED POSITION AND WITHIN 24 INCHES OF THE HINGE SIDE OF AN IN -SWINGING DOOR. THAN 38 INCHES (965 MM). 1.3. IN ACCORDANCE WITH OTHER APPROVED METHODS. REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (762 mm) DEEP AND 30 INCHES (762 mm) WIDE 1.4. IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. EXCEPTIONS: EXCEPTIONS: FMA/AAMA/WDMA 400. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING 1. DECORATIVE GLAZING. 1. THE USE OF A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED OVER THE LOWEST 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. #26 GAUGE (0.48 mm) SHEET STEEL OR OTHER 2. WHERE THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR TREAD. STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. AND THE GLAZING. 2. WHERE HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE CONTINUOUS TRANSITION 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 3. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR LESS IN BETWEEN FLIGHTS, TRANSITIONS AT WINDER TREADS, THE TRANSITION FROM HANDRAIL TO GUARD, OR 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. INCHES (76 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY WITH SECTION R308.4.3. USED AT THE START OF A FLIGHT, THE HANDRAIL HEIGHT AT THE FITTINGS OR BENDINGS SHALL BE 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN 4. GLAZING THAT IS ADJACENT TO THE FIXED PANEL OF PATIO DOORS. PERMITTED TO EXCEED 38 INCHES (956 MM). WOOD -FRAME CONSTRUCTION. AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF 6. AT WALL AND ROOF INTERSECTIONS. STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. fr Lu }=fr LLI 200f- 5; it o W Z 0 H �UWW ( Q W I- J U) W W 5 cr cr tY Y O I- Z o6 tL O cn _O Z QZQ Z ~ W uj Z aQ 2 tY -i _ jW C) 0O Q HCn Q Z t� a c n o H H V O clam) w� wU) O z W w wA >� � CL OD U) u (a aw I O E N_ U :�: N Wo U) 04 U Ez G Q QQ * �• No 77824 •� �•J7TATE OF ; -: 40RIDN • , CO •,��e� LINKS A CAL S SPRINGS PLAN # 6120 RELEASED: 7/2121 SHEET CS I F_ z w U) z O U .. n W 0 z 0 od U) z IL w W w F- z U) F- C7 w CL cc CL w O 0 z F_ 0 IL J co w oc CL X w w 2 O z z z O MA G C r 3-SIDEE ACRYLIC SURROUNE 18'-8" 8'-10" 6" 40'-0"ol a 21 '-4" 8'-1 0" 1 3'-9" 7'-711 *35 SH STUCCO WRAPPED 153N63" EGRESS) - - - - - - - - - - - Li -BEAM @ 7'-8" R&S___ a : STUCCO WRAPPED ------- 4X6 POSTS LANAI OWNER'S cr 8'-a" CLG. OS WIC � SUITE o o� � i 8'-8" CLG I MOISTURE RESISTANT 8 -8' CLG w m DRYWALL CLG. 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Q V � BEDROOM 3 00 LL BATH BEDROOM 2 O X M XFER 8'-8 CLG O a in 8'-8' CL 2���6 GRILL I` 8'-8" CLG O O T IN �6c9 �y o T BRK co T °' HOVHALL XFER LNDY WASHER HALL _ 8'-8" CLG GRILL AHU ON BOX 8'-8" CLG Y Lo RAG STAND cc I -n30" AFF 0° LOCATION I � c �68 I r I I I I IJII rIN I T1 I O T�(n =0) EXT STE PLUS Log (nil in BEDROOM i°C CL u_ i_OPT. uL N w TIN 8'-8" CLG ; 2i� 4n �yo`°� 5r_ r 6'-72rr i D w oIL VENT N O X M T 10'-62" 21-4 rr 2868 S16 C DOOR �" OSEITO 1" �W/ SELF MECH. CLOSET FOR 12 -1 O2 ICV O CLOSER FIRE DRAFT STOP T 2� CONCRETE _- ____ _ G� CURB i`--,?2N54.5-''� 2'-Q" o BRK I j��''ACC �j EXT STE BOLLARD PER I XFER WALL BOARD ON COMMUNITY T2" PLUS BATH Y GRILL GARAGE SIDE. /ZC<L SPEC'S Lo 8'-8" CLG cy��O m tiro FOYER PROVIDE INSULATION m tr AS REQUIRED LAV 3'-11- 8'-8" CLG 2 a Lo 19'-9" to N _ - J L- ---J = 2 CAR GARAGE N -- SINK 8' 8" CLG N SHELVING J �o�0 1/2" CEILING BOARD _= 8'-1ON' WET BAR 3'-9" 2' 7" Ile 21_9' ABOVE OPT. 24" U/C REF. CV =r----------------------------------- O I -----� 0 - I T EXT STE PLUS T ENTRY LIVING ROOM cLG I I 8'-8" CLG I I 12'-8° FLAT SOFFIT @ 7' 4" ,- 19'-4" o CV 16070 GARAGE DOOR i -25 5H 6'-11" (37"x63" GRESS) 7'-1" 2'-4" 16'-0" 21-4" 4'01-o" 5'-4" " 20'-8' 40'-0" FIRST FLOOR PLAN N; )ti SCALE: 1 /4"=V-0" LEGEND SYMBOLS A BUILDINGIWALL SECTION MARKER OINTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE ELEVATION STEP BRKX FLOORING BREAK WALL TYPES - 2x WOOD/STEEL FRAMED PARTITION INTERIOR PARTITION w/ INSULATION CMU WALL CMU WALL w/ FURRING & INSULATION NOTE: INTERIOR WALLS ARE DRAWN TO ROUGH DIMENSIONS TYPICAL DOOR PLACEMENT DIAGRAMS ODOORS LOCATED WITHIN A LENGTH OF WALL ARE TO BE CENTERED UNLESS DIMENSIONED OR NOTED OTHERWISE. DOORS LOCATED ADJACENT TO WALL 1 INTERSECTIONS ARE TO BE PLACED 3" A5.1 B MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL S BRACKET SPACED OLID SURFACE @ 1" O.C. FOR COUNTERTOP OVE6RHANGS GREATER THAN 10" TOP PLATE 2x4 STUD WALL F-2" MAX SEE PLANS FOR WALL LAYOUT _ 1/2" GYP. tBASE CABINET AS - BD. PER SHOP DWGj c1 WD.BASE MOLDING FINISH FLOOR FINISH FLOOR SUBFLOOR NOTE: TYP. WINDOW HEAD HGT. AT T-4" U.N.O. cr Lu O J W Wz0m O >ara0 W ::) 0 ♦- U) U W W Q ::) W I— >J cc Im C= Ye -Z oS LL. 00 U) ZZZ~z u J Q J WO-2c� Z2zO(n �F-Qz0 n cor O 0 U O Im a a o 0 O j tin Oct LLM �i Z O N o N W U) o0rn wZ as as G. {� �.�c. E tl1 si" �s ,•� ` `: fiko 77824 ?OF STATE ;- o ��s •;Al COM LINKS AT CAL SPRINGS PLAN # 6120 RELEASED: 712I21 SHEET A 1 .1 GARAGE DOOR DETAIL 2 SCALE: 3/4"=1'-0" WINDOW TRIM DETAIL 1 SCALE: 3/4"=1'-0" FIN. 1ST FLOOR ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) 12 5 REAR ELEVATION SCALE: 1 /4"=1'-0" BLDG. HEIGHT 5:12 a 12 5 ROOF SHINGLES PER COMMUNITY SPECS. 4" WIDE STUCCO (TYP.) BAND (+1) 5:12 6" FASCIA (TYP.) 0 1 T.O. MASONRY T.O. WINDOW ---- - - _ - - - - - _ _.. 12 5 ROOF SHINGLES PER COMMUNITY SPECS. 5:12 (TYP.) 12 5 2 4" WIDE STUCCO0 11 4' WIDE STUCCO BAND (+1) i iEl El El BAND (+1) 4" WIDE STUCCO 4 WIDE STUCCO BAND +1) ' i i BAND(+1) `25 SH ----- _ FIN. 1ST FLOORH/_ _ _ =R. GRADE -I 1 3068 2'-0" RETURN 4" WIDE STUCCO 16070 GAR. DOOR BAND (+1) FRONT ELEVATION SCALE: 1/4"=1'-0" 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) x W �z o= 0 >�ao W cl F- cAVWw Q = W F- W W J U) � cc cc Ir Y O F— Z 'du-O_O� Z Z Z ~ Z_ w�Q�--� W B_ 2 Ct Q. _3(1)0OU = Z u- U) �F-Qz0 CZ C 0 O � Q Q O a U) Z o O QONE" I I -Now Z j o w LLO IL O rF4, vJ W O z O in O \��'Q• , E JV ' No 77824 STATE OF o• ` 4 ORID P is LINKS AT CALUSA SPRINGS PLAN # 6120 RELEASED: 7/2/21 SHEET Ago I G e 4" WIDE STUCCO BAND (+1) FIN. 1 ST FLOOR 1'-0" TYP RIGHT ELEVATION SCALE: 1/4"=1'-0" 12 5 [/ LEFT ELEVATION SCALE: 1 /4"=1'-0" 12 5 ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) 35 SH - 5:12 5:12 0 ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) 12 5 12 5 12 5 1 '-0" TYP. 4" WIDE STUCCO BAND (+1) PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY TEXTURE BODY COLOR FINISH SAND TRIM COLOR FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C 1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C 1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) Ir RE �o°= > cr < 0 W :D 0 F- UW W tn Q = WI-- _ _ > J Ir 'oZZ�W � J � z J Q= W a CC ( U) 0 O 0 W mHQZ!] a r � -44 n Q O � Q H 0 0 0 u U) o z as 0 V-" 0 w w w w w o� A U) "Emig w [L O LY U) W 0 U) o� �o d wZ e a No 77824 ' -0 ..-�; Rs -TAT OF ' COM "V LINKS AT CALUSA SPRINGS PLAN # 6120 RELEASED: 7/2/21 SHEET A2.22 0 n ROOF PLAN SCALE: 1 /4"=1'-0" ROOF ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 2737 SQ. FT. 1314 SQ. IN. UPPER VENT 40% NET VENT MIN. 526 SQ. IN. UPPER VENT 50% NET VENT MAX. 657 SO. IN. UPPER VENTS REQUIRED 48" TAMCO OFF -RIDGE VENT (138 SI NET FREE) 4 VENTS NET FREE AREA UPPER ROOF VENTING SS2 SQ. IN. NET FREE AREA SOFFIT VENTING 762 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SQ. IN. / LF. 116 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 w _ cr- O O I— >o ao w :D p H cr Q?�w Cr w J Ill 5IYcrcr Y0 --Z 'dLL00� zzz�z CC : QU) W a-mcr 3 0 0 �YEZU-U) �I—QZp � '~ Q cz'cz n tr h �o Q\J ~ O Q O 0 U O Z 0 (L O �..� O w O w aOEM" U) w aL 0 U wc Z O d �o lZZ a aaa N� G. +f. �� �,•���EN�F• No 77824 STATE OF ��rj'�Fa; •;c� OR10P ' G� LINKS AT CA0SA SPRINGS PLAN # 6120 RELEASED: 7/2/21 SHEET A3. I z 0 U) z 5 a. w w z co cc Ir w a. O Ir a. w x F- O a z a F- x c7 a. O .'C J w or a. x w w 2 O z a z a z 0 914 a 91 T.O.MASON T.O. WIND( FIN. FLF 1'-0" BUILDING SECTION SCALE: 1 /4"=1'-0" 12 PRE-ENG. ROOF TRUSSES (SEE 5 FRAMING SHEET FOR DETAILS) DINING KITCHEN / AREA BUILDING SECTION SCALE: 1 /4"=1'-0" 2 A5.1 i BEDROOM 2 INSULATION PER ENERGY CALCS. T.O.MASONR T.O. WINDOW 1'-0" ---FIN. FLR. FOOTING PER FOUNDATION PLAN cr W } 2 CC �0} 0P Lu >ir<0 cnUww a�Wl- _ F-J �crIYI= Y Q F— Z ,zLL00C/5 ZZZpz W IL = c !L �cn0OU Z)=ZLLcn M F- < z cz-CZ � Q O Q 0 0 0 U) U z o ..1 L r•�I to U O W U U) o WJ z w � A a � D w 2 a 0 rx U) W 0 N O� m Z a * a� No 778A STATE OF ; �. ir,o CD NNWV LINKS AT CALUSA SPRINGS PLAN # 6120 RELEASED: 7/2/21 SHEET AS. "I E rl 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) 12 SEE ROOF PLAN PRE-ENGINEERED ROOF SEE ROOF PIAN 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.) INSULATION PER 2x6 ALUM WRAPPED FASCIA COMMUNITY SPEC. BD. w/ALUM DRIP EDGE SEE ENERGY CALCS. _EE 1/2" (MIN.) CLG. BD. —, 1/2" (MIN.) J SOFFIT INSTALLED PER CLG. BD. ix PT DRAPE BLKG MANUF. SPECS (8" TYPE'X' GYP. BD. ABOVE WINDOWS 1/2" 2X PT BLOCKING TO BE PROVIDED G.W.B. WHEN LIVING SPACE SEE STRUCTURAL IS ABOVE GARAGE) WINDOW PER PLAN PLAN GYP.BD. WINDOW SILL 1/2" GYP. BD. OVER RADIANT PRECAST WIN. SILL BARRIER INSULATION (R-4.1) ATTACHED TO ix2 PT. FURRING C� 24" O.C. SLOPE GRADE AWAY BASE BOARD FROM HOUSE GARAGE SLAB, H SEE STRUCTURAL 4 0'-0" PLANS FIN. FL. SLOPE FOUNDATION PER STRUCTURAL DRAWINGS TYP. 1-STORY WALL WINDOW SCALE: 1/2" = 1'-O" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS PROVIDE 2X4— FRAMED ENCLOSURE FOR ELECTRICAL PANEL, FINISH W/ 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. GRADE GYPSUM - GYPSUM BOARD BOARD Z 3 1/2" a. GYPS cc wil GARAGE °- BOARD NICHE FOI ELECTRIC PANEL & WIRING cM ELECTRICAL PANEL ELECTRIC PANEL cli EXTERIOF ifl co CMU BLO( WALL iv CONCRETI CONCRETE CURB REFER CURB REF TO PLANS TO PLANS CONCRETE SLAB ON GRADE AT GARAGE FLOOR cv) ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER R905.1.1.1 (SEE SHEET CS2) PRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. OIL TOP OF C.M.U. 'AF(REFER TO ELEV.) 2x6 ALUM WRAPPED FASCIA BD. WALUM DRIP EDGE SOFFIT INSTALLED PER MANUF. SPECS 2X PT BLOCKING SEE STRUCTURAL PLAN 8" CMU BLOCK W/ CEMENTITIOUS FINISH (BEYOND) EXPANSION JOINT DRIVEWAY PER COMMUNITY SPECS 00" SLOPE FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS WALL SECTION C) GARAGE DOOR SCALE: 1/2" = 1'-O" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS ELECTRICAL PANEL NICHE AT CMU BLOCK WALL SCALE: 1/2" = 1'-O" NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION W } _ Q= �001=- >cr<0 III Z) coUW W Q Z) J A W W 5cr0=0= �e0E-z 'du-OOcn zzzIll °C g < -i W C_ _ CC a. U) 0 WO 0 �I=<? a o O � Q Q 0 0 0 0 to 0 O x w u w 1°� a cn a U) w CL O_ U) W N oa sd p; a • 824 ?,► �� TATE OF y �i �OR10:' Vs COM I'#w LINKS AT CALUSA SPRINGS PLAN # 6120 RELEASED: 7l2l21 SHEET A5.2 0 ki "L" FLASHING SCALE: N.T.S. WOOD SHEATHING 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) 8" THICK, 3 COAT CEMENT PLASTER METAL LATH LAP WRB & TAPE OVER ROORWALL SCREED 5X5 "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) ICE AND WATER SHIELD 15" VERTICAL AND 15" DOWN ROOF CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF CEMENT SHINGLE ROOFING 4) INSTALL WINDOW OR DOOR. FASTEN PER PRODUCT APPROVALS AND SEAL WINDOW OR DOOR FRAME TO P.T. WOOD BUCK AND MASONRY SEAL EDGE OF P.T. WOOL BUCK TO MASONRY 2) SET P.T. WOOD BUCK OVER CMU WATERPROOFING IN URETHANE SEALANT. FASTEN PER PRODUCT APPROVALS. 3) APPLY LIQUID WATERPROOFING MEMBRANE OVER THE TC AND EXTERIOR FACE OF BUCK AND SILL CMU OPENING WATERPROOFING SCALE: N.T.S. 8" THICK, 3 COAT CEMENT PLASTER 60 MIN. GRADE D PAPER BACKED LATH BARRICADE PLUS WRB (OR APPROVED EQUAL) WRAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1-1/2" ABOVE SHINGLES ROOF/WALL SCREED Q > 5X5 WALL FLASHING � c� KICK -OUT FLASHING (SEE DTL. BELOW) w %ill'Ohm FASCIA WRAP FELT UNDERLAYMENT SHINGLE ROOFING DRIP EDGE: OVERLAP 3", EXTEND BELOW SHEATHING, MECH. FASTEN 4" O.C. MAX. KICKOUT SCALE: N.T.S. DETAIL STEP 1 FOLD 0 FOLD @ FOLD INWARD @ PT. A STEP 3 @ @ FOLD @ 770 FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C EXTERIOR CMU WALL 1) PROTECTO WRAP LWM200 OR SIMILAR ON WINDOW SILL, JAMBS AND HEAD. APPLY AROUND CORNER AND EXTEND 6" ALL AROUND THE EDGES OF THE WALL PRECAST SILL STEP 2 1 FOLD INWARD @ PT. A CREASE @ PT. B STEP 4 WATERTIGHT SEAL. FOLD. DO NOT CUT. BOTTOM FLANGE FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C FOLD PT. C OVER PT. B TILL PT. C TOUCHES BOTTOM FLANGE cr w 2 cr wz0= O >- F- >owCQO wpl- cnUww Q � W F- JcnWW Z) IY cr cr_ Y O H z �u-00cn zQz- i z_ Q � J w �cnpOU �2Zu_c) �HQ?o o C Q o O a O O O O � I to O Q (!� J o o a I." w w � mmmigc� w A o. w 2 IL 0 R lz W W 0 z z 0a No Z QQQQQ COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6120 RELEASED: 7/2/21 SHEET GYP i z .0 'n z J z z _ z z Q g 7C z z z J 0 _ A x A z x J) 0 z z 7) z z 2" PVC CONDUIT 2-2/0 COPPER 1-1/0 COPPER OR klij 2-4/0 ALUMINUM 150 AMP 4: mm 1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT #4 COPPER OR ALUM. BREAKER PVC 1/2" PVC CONCRETE ENCASED GROUNDED ELECTRODE T�;P I r; ELECTRICAL RISER DIAGRAM NOT TO SCALE w OUTLET FOR U/C REF. FIRST FLOOR ELECTRICAL PLAN SCALE: 1 /4"=1'-0" A/C DISCONNECT WP/ GFid ELECTRICAL METER (V.I.F.) 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 4 FOUR-WAY SWITCH -¢ KEYLESS LIGHT FIXTURE CEILING MOUNTED LED LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE or VAPOR PROOF LIGHT FIXTURE +m LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE 0 EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) ® COMBINATION SMOKE / CO2 DETECTOR ® SMOKE DETECTOR F4 TELEPHONE (OPTIONAL) Q TELEVISION (OPTIONAL) Do ELECTRIC METER = ELECTRIC PANEL -�+- DISCONNECT SWITCH Q JUNCTION BOX /I--- STANDARD ELECTRICAL LINE NOTES: 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AND ARC FAULT CIRCUIT INTERRUPTERS (AFCI) PER 2017 NEC 210.12 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR: SWITCHES ........... 42" OUTLETS.............14" ABOVE COUNTER OUTLETS ...... 46" TELEPHONE ......... 14" TELEVISION .......... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. OUTLET AND LIGHTING RECEPTACLES FOR ALL DWELLING ROOMS, WITH THE EXCEPTION OF KITCHENS, BATHROOMS, AND GARAGES, SHALL REQUIRE AFCI PROTECTION. 5. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH 2O17 NFPA 70, FLORIDA RESIDENTIAL CODE 2020, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 6. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. 7. CIRCUIT NUMBERS ARE FOR REFERENCE ONLY. 8. LUMINIAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF 2017 NEC 410.16(A) & (B) 9. RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED 10. A MIN OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS 11. GFCI DEVICES SHALL BE READILY ACCESSIBLE 12. REFER TO ENERGY CALCULATIONS FOR ADDITIONAL INFORMATION. 13. PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN COMPLIANCE WITH NEC 110.26. 14. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE w } _ CC GOOF- } � Q O w Q UWw c) < =) -- CC W J U) W 5Ircr_M Y O I- Z '6LLOOU) Z Z Z H IrZ_ CLQ�J Ill a 2 cc d �cnp0U = Z LL (A H Q Z � cz''� Q � m cz O �¢ Q O O O U � O Im a O � 0 U POEM w a LLL u U) w w w 2 a O E cn W G z Z O� �o Z aaaaa COMMUNITY: LINKS AT CALM - SPRINGS PLAN # 6120 RELEASED: 7/2/21 SHEET El,l a rJ SLAB PENETRATION PLAN SCALE: 1 /4"=1'-0" W LuZO= O } I- >OC¢0 cnUWw QZ)WI- a 5o crIr Y o i-- Z LL 0 0 U) Z 4Z Z LLJ ~ Z_ J Q J LJJ a: . Z)2ZLLU) Z❑ �F-Qcz n c O� O o Z O U a 0 1-ml z ao Pismo 0 c� I-' o 0 I~ w w 1°� w U a w a 0 E lz U) W VJ rOrA On Zaaaaa COMMUNITY: LINKS ATALUSA SPRINGS FLAN # 6120 RELEASED: 7/2/21 SHEET P1.I s Z w Q U) 0 z 0 U) Z g w U) w F- I Y MASONRY LINTEL AA55EM5L I E5 5EE 5GHEDULE AND 5PECIFICATION5 FOR ADD'L INFO L4J* MIN. (1) COUR5EiBOND i �4J-MIN (U GaURSE�HOND BEAM ABOVE LINTEL i i BEAM ABOVE LINTEL GROUT 6ROUT BOTTOM RER•F. I a• I PWGA5T LINTEL W I Q. I PRECAST LINTEL w/ EMBEDDED REINF. EMB®DED MIFF. MB- I MB-2 rr---7' 1 1 '+ - TOP COUR55E` IF i+i- TOP COUR5E, IF I L4J m I LsJ 1 v , REG'V PER ARCH. ----j READ PER ARCH. TOP REW OR Clow. CONT. BOND BEAM BOND BEAM RERF. 9 REINF. AS WGIV 6Rovr 6pan _ BOTTOM REINF. I n• I MB-3 BOTTOM REINF. PRECAST LINT WIMF. EMBEDDED REW • --` PRECAST LINTEL W MB-4 MASONRY LINTEL DETAILS REINFORCEMENT MARK DESIGNATION TOP BOTTOM 5HEAR REINFORCEMENT 43-1 SF8-O6/0T ----- --- MB-2 8F8-IB/OT ----- (1) #5 MB-3 BFIb-IB/IT (1) #5 (1) #5 M3-4 8RFI4-15 ---- ---- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE. NOTES: I. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-O" SHALL BE PRE5TRE55ED. 2. SHORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINTEL5 5HALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORCEMENT SHALL BE GRADE 60, fy=60 k51 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTEL5 ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW SHEET LIST INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOGK PLAN 5-1.3 ROOF FRAMING PLAN 5D-1 FOUNDATION DETAILS 50-2 STRUCTURAL DETAILS P65B-1 STRUCTURAL DETAILS GENERAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BASED ON lth EDITION (2020) FLORIDA BUILDIN6 CODE. • FOOTING DE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARIN6 CAPACITY OF 1,500 P5F. • ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT W/ CONCRETE OR MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALL5 TO SLAB WITH y4" DIA. x 23/4" LONG TAPGON5 0 32" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORRO51ON-RE515TANGE COMPATIBILITY OF HARDWARE $ FASTENERS IN GONTAGT w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • CONCRETE DE516N BASED ON AGI 518. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAYS, U.N.O.: f'c = 2,500 psi:...,... FOOTIN65 2,500 psi:....... 5LAB5 ON GRADE (INTERIOR 8 EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXP05ED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FIN15H 6RADE. • FOOTIN65 AND 5LAB5 ON 6RADE SHALL BEAR ON GLEAN, FIRM VIRC71N 501L OR GLEAN FILL COMPACTED TO A q5% PROCTOR VALUE • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOK5 SHALL BE PROVIDED AT D15GONTIN0005 END OF REINF. • GROUT SHALL BE A5TM G416 F'c=3000 P51 w/ MAX 3/8" AGGREGATE • GONGRETE MASONRY UNITS SHALL BE A5TM Gg0 WITH A MINIMUM GOMPRE551VE STRENGTH OF Ig00 P51 (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON AGI 530/530.1 • REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL El BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL AL16N WITH FOOTIN6 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 GROUTED 50LID ON EACH 51DE OF ALL MA50NRY OPENIN65 AND AT ALL WALL CORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MASONRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR HALLS. (A5 5HOWN ON PLANS) • ROUGH OPENINC75 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE GORNER5 OF SLAB E06E5, AND OTHER LOCATIONS WHERE SLAB GRAGK5 ARE LIKELY TO DEVELOP. EXACT LOCATIONS PER BUILDER. • SAW GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH OF THE SLAB (I" FOR A 4" SLAB) • JOINT5 SHALL BE LOCATED ® 12-0" O.G. (REGOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE A5 CL05E TO SQUARES A5 P055113LE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SPEC I P I CATI ON5 (TYP. U.N.O.) DESCRIPTION OF BL06. ELEMENT 3"4.131" NAILS 3"4.120" NAILS J015T TO 50LE PLATE (3) TOENAILS (3) TOENAIL5* 50LE PLATE TO JOI5TBLK'6. (3) NAILS ® 4" 0.6. (3) NAILS 0 4" o.c. STUD TO 50LE PLATE 2 TOENAILS (3) TOENAIL5* TOP OR 50LE PLATE TO STUD 2 NAILS 3 NAILS RIM TO TOP PLATE TOENAILS 0 8" o.c. TOENAILS 0 6" o.c.* BLK'6. BTWN. JOI5T5 TO TOP PL. (3) TOENAILS (3) TOENAIL5* DOUBLE STUD NAILS 0 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE NAILS @ 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE LAP 5PLIGE q NAILS IN LAPPED AREA 11) NAILS IN LAPPED AREA TOP PLATE LAP ® CORNERS d INTER5EGTIN6 WALL5 (2) NAILS (2) NAILS 2y2"xO.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"4.120", SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE ARE 5HOWN) THIS MODEL HAS BEEN DE516NED IN ACCORDANCE WITH THE 7th EDITION (2020) FLORIDA BU I LD I N6 CODE (SECTION 1(90q) LATERAL DE516N REQUIREMENTS FOR THE FOLLOWING WIND SPEED $ EXP05URE ONLY: 40 MPH - EXP. B WIND IMPORTANCE: FACTOR = 1.0 INTERNAL PRESSURE COEFFICIENT = ENCLOSED, +/- 0.16 ANY WIND 5PEED/EXP05URE NOT LISTED HERE REQUIRES FORMAL EVALUATION I APPROVAL FROM M+K STRUCTURAL EN61 NEERI N6. EXTERIOR 4 SHEAR AAtLL SHEArTH I NG SPEC I F I CAST I ON5 INDICATES LOCATION AND EXTENT OF 5HEARWALL WHIGH REQUIRES 5HEATHIN6 AND/ OR FA5TENIN6 5PEGIFIGATION5 BEYOND THAT OF 5TNDRD CONSTRUCTION SYMBOL SHEAR PANEL SPEC. 15/32" PLYWOOD OR 0513 FASTENED W PI 2JV2"x0.131 " NAILS @ 6" O.C. ALONG PANEL ED6E5 AND 12" o.c. IN THE PANEL FIELD. 15/52" PLYWOOD OR 055 FASTENED W P3 212"x0.131" NAILS ® 3" o.c. ALON6 PANEL ED6E5 AND 12" o.c. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALLS w/ 15/32" PLYWOOD OR 05E3 FASTENED w/ A"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 FRAMIN6 OR 2X BLOCKING 5HALL BE PROVIDED TO SUPPORT PANEL E06E AND FA5TENIN6 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMIN6 @ I6"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED T06ETHER w/ 3Y2"x0.131" NAILS ® I6"o.c. USE (8) 3Y2"x0.131" NAILS 9 EA. LAP SPLICE. (TYP. U.N.0) 4. LATERAL ANALYSIS A55UME5 ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENIN65. 5. SEE ARCHITECTURAL PRANINC75 FOR ADD'L WALL CONSTRUCTION REQUIREMENTS. 6. ALL EXTERIOR WALL5 ARE GON51DERED 5HEARWALL5. 1. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. 8. A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENIN55 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LON6 A5 THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 EDGE NAILIN6 REQUIRED AND OGGUR 16" MINIMUM FROM THE EN05 OF THE 5HEARWALL. q. ALL 5HEATHIN6 PANELS TO MEET U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 WITH 3Wc, SPAN RATIN6 (MAX) 10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE ARCHITECTURAL PLANS, THE 5HEATHIN6 USED IN THE -FIRE RATED A55EMBLIE5 SHALL BE NOMINAL 15/ ' THICK, APA RATED 5HEATHIN5 EXPOSURE 1 056 OR PLYWOOD PEI ACCORDANCE WITH THE UL DESIGNS SPECIFIED. Window i Door Allowable Wind Pre55ureS 140 MPH Wind Zone Ex Q5ure B" OPENING 51ZE INTERIOR ZONES END ZONES 6 Garage Door +18.5 P5F/-20.q P5F +18.5 P5F/-20.q P5F I6Garage Door +I1.1 P5F/-Iq.1 P5F +I1.1 P5F/-Iq.1 P5F 10 SOFT. +21.2 P5F/-22.q P5F +21.4 P5F/-28.3 P5F 20 SOFT. +20.2 P5F/-22.0 P5F +20.2 P5F/-26.4 P5F 50 SOFT. +Iq.O P5F/-20.8 P5F +lq.O P5F/-23.q P5F 100 SOFT. +18.0 P5F/-Iq.8 P5F +18.0 P5F/-22.0 P5F 500 SOFT. +15.8 PW-11.6 P5F +15.8 P5F/-I1.6 P5F End Zone is 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). mPressures 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 FRAMIN6 • SEE ROOF TRU55 UPLIFT CONNECTOR 5GHEDULE FOR ALL ROOF TRU55 GONNEGTOR5. • ROOF SHEATHING SHALL BE 1/I6" MIN. 05B/PLYWOOD SHEATHING 24/b, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.113" RIN6 SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL E06E5 4 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END 4 DRAG TRU55E5 w/ RIN6 SHANK NAILS ® 3" O.G. (U.N.0). PROVIDE BLOGKIN6 ALONG PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE CLIPS ALON6 UNSUPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR CLIPS 0 24" O.G. • ALL METAL HANGERS SHALL BE 5PEGIFIED BY THE TRU55 MANUFACTURER, UNLESS OTHERN15E NOTED. • EREGT AND INSTALL ROOF TRUSSES PER WTGA d TPI'5 BC51 I " GUIDE TO GOOD PRAGTIGE FOR HANDLING, INSTALLIN6 8 BRAGIN6 OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6, FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH d SHORT SPAN ROOF TRU55E5 W2x4 LEDGER FASTENED TO FRAMING w/(2) 3"x0.131" NAILS 0 16" O.G. UPL 11=T CONNECTORS BEARIN6 CONDITION CONNECTOR LEN6TH LENGT < 15' SIMP50N H2.5T SINGLE ROOF TRU55 BEARIN6 ON > 15' S1MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRU55 BEARIN6 ON WOOD STUD WALL/WOOD BEAM ALL 51MP50N HT520 SINGLE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARIN6 ON GMU WALL ROOF 63., FLUSH BEAM OR ALL (2) 51MP50N HETAI6 FLUSH G.T. BR6. ON GMU WALL ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR AS L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT GONNECTOR5 PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION". M✓IK HAS ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-I6. ALL UPLIFT GONNEGTOR5 AND LOADS PER THI5 DRAWING SHALL SUPERSEDE THE TRUSS MANUFACTURER'S UPLIFT GONNEGTOR 5PEGIFIGATION5 AND LOAD5 SHOWN ON THE SHOP CARDS. LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ BEARING WALL ABOVE • BEAM / HEADER • - - - LOGATION AND EXTENT OF 5HEARWALL 1: • : : : : : : :1 EXTENT OF OVERFRAMIN6 L-'i • -'- - -----INDICATE5 1/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU CORE (SEE NOTES) J L METAL HAN6ER INDICATE5 P05T ABOVE. PROVIDE 50LID BLOCKING UNDER POST OR JAMB ABOVE. GENERAL STRUCTURAL NOTES • DESIGN IS BASED ON lth EDITION (2020) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON ND5, "NATIONAL DE516N 5PEGIFIGATION FOR WOOD GON5TRUGTION" - LATEST EDITION. • DE516N LOADS: ROOF LIVE = 20 P5F DEAD = 1 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P51F (INGLUDIN6 5TAIR5 4 DEGK5) = 30 P5F ® 5LEEPIN6 AREAS = 50 P5F ® 6ARA6E = 200 # POINT LOAD ® 6UARD5/HANDRAIL5 = 50 P5F ® 6UARD IN -FILL COMPONENTS DEAD = 10 P5F (20 P5F TOTAL @ TILE) WIND ULTIMATE WIND SPEED 4 EXPOSURE AS LISTED R15K GATE60RY 11 GENERAL FRAMIN6 • EXTERIOR WOOD STUD BEARIN6 WALL5 SHALL BE 2x 5PF#2 OR 5YP#2 ® 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARIN6 WALL5 SHALL BE 2x 5PF OR 5YP 'STUD' GRADE LUMBER ® 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x 'STUD' 6RADE MEMBERS SPACED o 16" O.G. (MAX.). • ALL NON -BEARING INTERIOR STUD WALL5 SHALL BE CONSTRUCTED WITH 2x 'STUD' 6RADE MEMBERS SPACED ® 24" O.G. (MAX.). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD d (1)2x KING STUD, MINIMUM. - THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDICATES THE NUMBER OF JAGK STUDS REQUIRED, U.N.O.. • ALL HEADERS, BEAMS 4 OTHER 5TRUGTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS 4 HEADERS W/ 3-ROW5 OF 3"x0.131" NAILS ® 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FAGE5 o 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 2x8 MEMBERS. • FAGE NAIL BUILT UP 2x P05T5 W/ 3"x0.131" NAILS o 16" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FACES 0 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL GONNECTION5 (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALL5 w/ 1/16" 056 FASTENED w/ 2Y2"xO.131" NAILS ® 6" O.G. ® E06E5 $ 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL E06E5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE SOLID BLOCKING IN FLOOR SYSTEM UNDER ALL P05T5 GONTINUOU5 TO FOUNDATION/BEARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10' b psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10^6 psi • FOR 2 13 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OF 3"xO.131" NAILS a 8" O/G OR 2 ROW5Y4"x3Y2" 51MP50N 5D5 5GREW5 (OR 3Y2" TRU55LOK SCREWS) ® 16" O/G. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FASTENING AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/5GREW5 2" FROM E06E. 50LID 3 Y2" OR 5 Y4" BEAM5 ARE ACCEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FOR 4 PLY BEAM5 OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OFY4"xb" 51MP50N 505 5GREW5 (OR (b 3/4" TRU55LOK 5GREW5) ® 16" O/G. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FAGE5 (ONE 51DE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. A 50LID 1" BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL STUDS IN CONTACT w/ GMU WALL5 SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LON6 TAPGON5 0 24" O.G. FLOOR FRAMING • I-JOI5T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY I -JOIST /TRU55 MANUFACTURER, UNLE55 OTHERN15E NOTED. • I-JO15T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY • FLOOR SHEATHING SHALL BE 23/32" GONFORMIN6 TO P52-04, 24" O.G., EXP05URE I, TON6UE AND GROOVE ED6E5, FASTEN 5HEATHIN6 TO FRAMIN6 MEMBERS W/ 6LUE AND 3"4.131" NAILS 6" O.G. AT PANEL E06E5 4 12" O.G. AT INTERMEDIATE SUPPORTS. TYPICAL STAIR CONSTRUCTION NOTES • (3) SINGLE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR LANDIN6, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM w/ (1) 5IMP50N A35 CLIP AT EACH 5TRIN6ER. FASTEN 2x6 P.T. PLATE TO CONCRETE SLAB w/ (5) 3/b" DIA. x 3 Y2" LONG TAPGON5. • FASTEN END 5TRIN6ER5 TO ADJACENT WALL5 w/ (2) 3"4.131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE 3/4" FLOOR DECKING ON R15ER5 AND I" FLOOR DEGKIN6 ON TREADS. 9 SEE STAIR FRAMIN6 SECTION FOR MORE INFO. seal: ���tttttrrr�,,� * ' No 77s24 ; 7� : STATE OF ;�ZZ WjaEil I I10�� z _J Fr W W z �Z z W Oa J i Q Z= F- a� U It t Q- c Ujv� I~ _� a , Jz -' V W ca -�� o 0 y W m p N cc ch ,z IV M&K project number: 068.2001 1 project mgr: drawn by: issue date: JSB BC 06-30-2 1 REVISIONS: date: JUL 01 2021 initial: sheet: Q. c Z 'Q _Q 0 LL, W 0 Z x a U) 'Q r'� V 'Q 0 j j SM0.0 �z 0 12" WIDE GONG. — TURNDOWN EXTENDED MIN. 12" BELOW 6RADE 51 Ix 2 5D-1 18'-8" ,. 21'-4" LANAI SLAB: 14 Y2" GONG. SLAB ON 6RA0E (2500 P51 MIN.) 2 HVAG W 6x6-WI.4xNI.4 MESH OR FIBER MESH ON 5D—I UNIT �? q5% GOMPAGTED FILL OR VIRGIN SOIL. I I I I N 32�� STEP------------------j I cz IN 0I ! I W CL 5D-I SD -I 3 y2�� STEPWN � I dd I I 5.6.0. REGE55 PER MANUFAGTURERS ° I • • I IN5TRUGTION I � I I I I , I I � I I � •I NOTE: REFER TO BLOCK PLAN FOR ALL DOWEL LOCATION DIMENSIONS. .I I ' I I I .I I ' � I 20�_0�� 201_011 I I� � F-------3y2�� STEP-- • IMEMt 0 3 y2 STEP 6ARA&E SLAB: I o Ion3 Y2" GONG. SLAB ON GRADE I 7 I (2500 P51 MIN.) w/ 6x6-W1.4xW1.4 I • 50-1 I MESH OR FIBER MESH OVER 6 MIL. POLY ON q5% GOMPAGTED r — -3I y2" 5T E P FILL OR VIR61N SOIL. 6 I I 5D-I LU •I � I I - � I IJY5 I I L--- ----o —J------- -- -----� 5D-I 2 3 SD -I V,51-411 14'-0" 5D- 2 SD -I 0 N 5LAB PLAN SCALE: 1/4"=1'-O" (2244 SHEET) SCALE: 1/6"=1'-O" (110 SHEET) LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ BEARIN6 HALL ABOVE • BEAM / HEADER • LOGATION AND EXTENT OF 5HEARNALL 1:. : I EXTENT OF OVERFRAMIN6 L•___J • -- - - INDIGATE5 I/8"xl" 5AH GUT CONTROL JOINT INDIGATE5 LOGATION OF REINFORGED GMU GORE (5EE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE SOLID 6LOGKIN6 UNDER P05T OR JAMB ABOVE. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES � SCHEDULES seal: No 77824.'.. o 8Tl1TE OF �% = . ©10, co RN�i(�1EP • �6 �� riCLz JLU W W Z c CD � z W Oa.. J o � .fl Z= A F— L) r �S- T -a cc! E i Q > J� Z �� W Y Co Lil 5o N C. eM M M&K project number: 068-200 1 1 project mgr. .J S B drawn by: BC issue date: 0 6.3 0-2 1 REVISIONS: date: JUL 0 1 20Z1 initial: z m sheet: Ctj•� cts c Z d 0 O LL 0 Q Z 0 x 0. Q L� a W U J t� cn � O.. F. x z J J F-i.0 M I 1 l IS-LLI 1 ! -L-,. _ _ I I I II I II FASTEN INTERSECTING DROPPED BEAMS TO P05T PER DTL U/5D-2 4x6 P05T w/ 51MP50N /I ABA46Z BA5E rY; z REAR LANAI DROPPED BEAMS: rI 4x6 P05T w/ (2)2x l2 w/ %2" 05B/PLYWOOD 5D-2 SIMP50N BG46 GAP BTWN. PLY5 (TYP. OF 3) ABA46Z BASE — -------------------------- — DROPPEDnBEAM DROPPED BEAM I i 51MP50N HUG412 FASTENED I O BACK TO GMU BLOCK w/ I U- 51MP50N TITEN 5GREW5LU I o i 5D-2 I \ FHIP GIRDER TRU55 / I \ / I \ / I \ / I \ / I \ o \ / I I I I I I r I I I I I I I I I I I I I I ' o I° I 0 00 I 00 b I I L I I I II I I II ----------- I 0 z �3 �- <w (S)o I- w / zcz \ / QO \ ----- ---------------------------- 5D-2 / HIP GIRDER TRU55 \ II -------- -�----------------------- - - ---------------- - HIP GIRDER TRU55\ o O HIP GIRDER TRU55"" \ I \ d /I I I F` I � I I I I - - 5D-2 0 0 w LEGEND • ® INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARNALL I: • : : I EXTENT OF OVERFRAMIN6 • - -- --- INDIGATE5 1/8"xl" 5AN GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE (5EE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. ROOD SRAM I NG PLAN SCALE: 1/4'*'-0" (22x34 SHEET) SCALE: I/&"=1'-0" (IlxI 1 SHEET) ROOF FRAM I N6 • 5EE ROOF TRU55 UPLIFT CONNECTOR 5GHEDULE FOR ALL ROOF TRU55 GONNEGTOR5. • ROOF 5HEATHING 5HALL BE 1/16" MIN. 056/PLYN000 5HEATHING 24/6, EXP09JRE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.113" RING 5HANK NAILS (R5R5-01 OR EQUIV.) ® 6" O.G. AT PANEL ED6E5 $ 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 8 DRA6 TRU55E5 w/ RIN6 5HANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALONG PANEL ED6E5 AT FIRST 2 TRU55 BAY5 FROM GABLE END. PROVIDE "H" 5TYLE GLIP5 ALONG UNSUPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 5HALL EXTEND GONTINUOU5LY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY 5ET5. FASTEN EACH TO TRU55 BELOW w/ 51MPSON VTGR GLIP5 ® 24" O.G. • ALL METAL HANGERS 5HALL BE 5PEGIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERN15E NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER NTGA 4 TPI'S BG51 I GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6 8 BRAGIN6 OF METAL PLATE CONNECTED HOOD TRU55E5." • ROOF TRU55 SHOP DN65. 5HALL BE 5UBMITTED TO ARCH d EN6. FOR REVIEN AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 5HORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER FA5TENED TO FRAMING w/(2) 3"xO.131" NAILS ® 16" O.G. UPL I fT GONNEGTOR5 BEARING CONDITION �N6TH CONNECTOR < 15' 51MP50N H2.5T 51N6LE ROOF TRU55 BEARING ON > 151 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRU55 BEARING ON WOOD STUD NALL/NOOD BEAM ALL 51MP50N HT520 51N6LE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU NALL ROOF 63., FLUSH BEAM OR FLUSH 6.T. BR6. ON GMU NALL ALL (2) 51MP50N HETAI6 ALL BEARING POINTS OF EACH ROOF TRU55 5HALL BE CONNECTED WITH CONNECTOR A5 L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE EN61NEER OF RECORD TO DE516N THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014 NATIONAL DE516N 5TANDARD5 FOR METAL PLATE CONNECTED WOOD TRU55 GON5TRUGTION". MW HA5 EN61NEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENT5 OF A5GE-1-16. ALL UPLIFT GONNEGTOR5 AND LOAD5 PER THIS DRAHIN6 5HALL 5UPER5EDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR 5PEGIFIGATION5 AND LOAD5 5HOHN ON THE SHOP GAR05. REFER TO 5-0.0 FOR TYPICAL STRUGTURRL NOTES 8 SCHEDULES seal: N gyp:-��cErvsF,<lry * No 77W4 \_ ._ -o ' �TAx* /��. \\ SIT7Ei •I/i. 1 O i tOA ' ;cl �p P •�`a'��� © copyr�g�tjl[�[P��� ocD z W W Z cz CD w a .J Q Z = .n F-- c� t ��- c,` Ei 3: m E E— Q CDJZ W p Y o y W e C N c. cn C1 IV M&K project number: 068-200 1 1 project mgr: .J S B drawn by: B C issue date: 0 6-8 0-2 `I REVISIONS: date: JUL 0 1 2021 initial: ~ro c O Z g J a. W o � o Z LL w LL., 2 p J OX a 0. sheet: d O 0 J LL U� 0 z x a 'Q W J 'Q U d t� W O Z Sm 1 .3 FILLED GELL5 (5EE PLAN) F -1 GONG. OR PAVER GARAGE WALL DRIVEWAY BEYOND m 411 �—C,AC51E SLAB (SEE LAN) r Q a a e a �—� 16"x8" THIGKENI EDGE W/ (2) #5 GONT. THICKENED EDGE ® GARA67E DOOR DETAIL SCALE: WS 8" GMU BLOGK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" GROUT GELL SOLID z_Q O GRADE 11=d '—I I 1=1 o ;2� 1=� m 8" WIDE GONT. GONG. CURB w 6ARA6E SLAB (SEE PLAN) e d I d 1 e I I I —III —I I I 11111i11111i111111� {I) #5 DOWEL W6" HOOK AT ALL VERT. WALL REINF. (5EE PLANS FOR LOCATION) GLEAN GOMPAGTED --l' ' =1 I I FILL ® 95% WI PTH MONOLITHIG FOUNDATION STANDARD DENSITY I 1 W/ (2) #5 GONT. ON GHAIRS IZ 2-5TORY: 1'-4" WIDE W (2) #5 BARS 1-5TORY: I'-0" WIDE W/ (2) #5 BARS G R &E CURB DETA I L SCALE: WT5 8" GMU BLOCK---_ BEYOND EXTERIOR DOOR— MTL. THRESHOLD —\ SET IN SEALANT PORGH/PATIO/LANAI SLAB OR PAVERS (5EE PLANS) -� m GLEAN GOMPAGTEDJ FILL A 95% STANDARD DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 1-5TORY: I'-0" WIDE W/ (2) #5 BARS EXTERIOR OUTSAI NG 4 56D POURED 51 LL5 DETAIL R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) d R MANU�. —11 Ell I I-1 111 1 �, III —III III I, , —I I IEI I 1=1 1I- —I I ° - I I I II I II� 11= m LU 11=III=III—III— ' II I-1 I1 I 1—�' MONOLITHI I,C, FOUNDATION W/ (2) #5 GONT. ON CHAIRS 8" GMU (1) #5 VERT. FROM FTG. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT GELL 50LID cz_ cc L L a� O GRADE =I 11711 17W o '-11111111� R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) d d < i I I —I a II —III_ —III—I " llllllllllllll d . 111—T11= '—{I) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. ' I I I I I I —III —III _� 11 (5EE PLANS FOR LOGATION) GLEAN GOMPAGTED 11111 1111111 I I I l I i l l 1= ' FILL ® 95% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 ��2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 1-5TORY: I'-0" WIDE W/ (2) #5 BAR5 POOTING SECTION W/ BLOCK DETAIL SCALE: WT5 8" GMU BLOGK— BEYOND EXTERIOR DOOR MTL. THRESHOLD SET IN SEALANT PAVERS (5EE PLANS GLEAN GOMPACTEDJ FILL o q5% STANDARD DENSITY AND TERMITE TREATED II —III —III- d I —III —III; 1- WI R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) MONOLITHIG FOUNDATION W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS ENTRY OR 11T,Al L b SCALE: NT5 LEATIO/PORGH/LANAI SLAB E PLAN) a e... '. d — IT eII—III—I I I —III —I I �- 8"x8" THIGKENED - SLAB W/ (1) #5 GONT. THICKENED EDGE DETAIL 3 SCALE: MIS 8" GMU BLOGK (1) #5 VERT. FROM FTG. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL 50LID PORGH/PATIO/LANAI SLAB OR PAVERS (5EE PLAN) I �i EXP JOINT v m R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) ° d< d 1—I I —I I —I I I- =1 I I —I I I —I _ e.111111�11111�1111 11=IT -- #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. I —III —III —I I 111= (5EE PLANS FOR LOCATION) —1 1I III —III —III I I GLEAN COMPACTED Iff—I I I-1 1(- , FILL A 95% MONOLITHIG FOUNDATION STANDARD DENSITY WI TH W/ (2) #5 GONT. ON GHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: I'-0" WIDE W/ (2) #5 BAR5 EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL SCALE: WS Y2" GYP. BD. EA. 51DE OF 2x4'5 ® 16" O.G. Y2" J-BOLTS 6" FROM EA. END OF WALL AND SPACE ® 32" O.G. 2" (6" MIN. EMBED) F STUD PLATE TIES PER > PT BOT. PLAN o STUD TOP 4 PLT. BOT. . d d e e °.. (2) #5'5 GONT. W/ 3" MIN. GLEAR UPLIFT GONNEGTOR5 5UGH A5 STUD PLATE TIES, HURRIGANE GLIPS, AND ANGHOR BOLTS ARE NOT REQUIRED ON WALL5 NOT SUBJEGT TO A GALGULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE 5UGH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. GARAGE STEP DOWN DETAIL SCALE: NT5 8" GMU (1) #5 VERT. FROM FT6. TO — BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT GELL 50LID z_d cfJ m RARE I I I=1 11=1 11=111= O GLEAN GOMPAGTED FILL o 95% STANDARD DENSITY (DGH�5E DETAIL .SCALE: NT5 R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOUSE 5LAB (5EE PLAN) e III —III —III ed II —III —III —II . 1 I-1 I I-111I-11 I= a - PVG GHA5E SLEEVE TO BE III=III .1 TWIGE THE DIAMETER OF -1 I ICI I I I1 1 11I PROTEGTED PIPE I) TH MONOLITHIG FOUNDATION W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS seal:G. F, * No 77824 7O % TATE OF 'Valli ORlOP�G\�\�`�� © copydght'�I�(�1LP�' `\\\\\ Stru u�l(r�lir1� rnc. CD JFr W W N Z g CM rn Z W M J C! Q Z= Q� F— 1 UjF- :2 a� m a J E a Q. —� z g W Y e y m _ W N C ch a IV M&K project number: 068-2001 1 project mgr: .J S B drawn by: BC issue date: 06-30-'21 REVISIONS: date: JUL 0 1 ZUZI initial: p" ~ q CIO �Q cz r, Z (n O LL ui W Q z � 0 a Z � Q IINNNNNNNI O � Q Z � (.0 N F Y O0..� J J sheet: SCALE: WT'S SDm I FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 2 %N0.113" RING SHANK NAILS ® jA 2x6 FASC -SEE ARCH 8" GMU BOND BEAM W/ (1) #5 GONT. 8" REINF. GMU WALL -SEE PLAN FOR VERT. It HORZ. REINF. 5PEG5 Ul//'11')�!BECTION SCALE: 8/4"=I'-0" PROVIDE SOLID SHIM BETW'N TRU55 4 CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 6REATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EACH TRUSS. VERT WALL REINF. TO EXTEND INTO BOND BEAM 2x4 ® I6"o.c. FASTENED - TO GABLE END TRUSS w/ (20'xO.131" TOENAILS. GABLE END VERTICAL WEB REINFORGIN6 AS REQURIED BY TRU55 MANUF. 2x8 P.T. PLATE FASTENED - TO BOND BM. W/Y2" DIA. ANCHOR BOLTS ® 32" O.G. WITH l" (MIN) EMBEDMENT. EXTERIOR SHEATHING EDGE NAILING - 2 Y2"x0.131" NAILS ® 6"O.G. FASTEN BOTTOM CHORD OF TRUSS TO P.T. SILL PLATE H Y4" DIA. x3I'2" LONG 505 / 5GREW5 ® 16" 0.6. PROVIDE M015TLIRE BARRIER PLATE BELOW WOOD MEMBERS ON GMU (PER TRU55 MANUF) 8" GMU BOND BEAM Pq/-/ (1) #5 BAR GONT. 8" REINF. GMU WALL -SEE PLAN FOR VERT. d HORZ. REINF. 5PEG5 FASTEN 5HEATHIN6 TO 2x4- BLOCKIN6 w/ 2 %NO.113" RING SHANK NAILS ® 4"O.G. 2'-0" MIN ROOF 5HT6 SHALL BE GONT. 24" MIN ONTO.ROOF 2x4 BLOGKIN6 w/ (3)3 Y4'X0.131" TOENAILS EACH END (4) 3 Y4"xO.131" NAILS L2x4 BRACE w/2x4 T-BRACE, L PROVIDE 2x4 BLOCKING ®4t? T. YF74 SPACED ®4 -O O.G. MAX. O.G. IN FIRST (3) BAY5 OF FASTEN 2x4 TO 'T' w/ 3 Y4"x0.131" ROOF TRUSSES -GUT TO FIT AILS ®12" O.G. TIGHT BETWEEN TRU55 BOTTOI (NOT REQ'D AT TRU55 HE16HT5 CHORDS AND NOTCH AROUND D4'-I" OR SHORTER) SILL PLATE FASTEN DRYWALL TO VERT WALL REINF. TO BLOCKIN6 w/ 5GREW5 EXTEND INTO BOND BEAM(D /NAILS ®6" O.G. FUTIR -0' PROVIDE SOLID SHIM BETW'N TRU55 It CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 6REATER THAN I YY FROM UPLIFT CONNECTOR, REFER TO TYPIGAL RETROFIT DETAIL P. FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 2 %NO.113" RING SHANK NAILS ® b" O.G. 2x6 FASCIA -SEE ARCH REINF. MASONRY LINTEL/ BEAM - - SEE PLAN FOR SPECIFICATIONS. SECTION 3 SCALE: 3/4"=1'-0" SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS CONNECT EACH END OF MA50NRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL w/ 24" LE65 PROVIDE 50LID SHIM BETW'N TRU55 8 CONNECTOR IF TRU55 LOCATED LE55 THAN 1 Y2" FROM CONNECTOR. WHERE TRU55 15 6REATER THAN 1 Y2" 2x FASCIA FROM UPLIFT CONNECTOR, REFER TO -SEE ARCH TYPICAL RETROFIT DETAIL P. FASTEN EXTERIOR 5HEATHIN6 TO 2x4 BLOCKIN6 IN EA. TRU55 BAY w/ 2 Y2"xO.131" NAILS ® b" O.G. FASTEN EA. 2x4 BLOGKIN6 IN EA. TRU55 BAY TO BOND BM. w/(4) HILTI ONI12P8 PAPS FASTEN EXTERIOR 5HEATHIN6 TO 2x BLOGKIN6 w/ 2 Y2"xO.131" NAILS ® 3"O.G. 8" GMU BOND BEAM w/ ' (1) #5 BARS GONT. 8" REINF. GMU WALL -SEE PLAN FOR VERT. d HORZ. REINF. 5PEG5 SECTION 4 SCALE: 3/4'=1'-0' FASTEN ROOF 5HT6. TO HIP 2 %"xO.113" RING SHANK 6.T. w/ 2 3/8'xO.113" RING NAILS ® 6" O.G. SHANK NAILS ® 6" O.G. (1) #5 IN BOND BEAM VALLEY SET OVERFRAMIN6 TRU55 - - - - - - - - - - - - - I } ALL LAPS INMA50NRY25" I ---------------- PRECAST LINTEL, SEE PLAN RUNNING BAR I FOR SPECIFICATION HIP 61. w VERTICAL REINFORCEMENT PER UPLIFT CONNECTOR pL PLAN 2x4 FLAT BLOCKING ® I6" o.c. -SEE PLAN > F-1. FASTENED TO BOND BM. ROOF TRUSSES w/Y4" DIA. x %" TAPGON HIP JACK TRUSSES �MAIN ROOF 5HEATHIN6 -SEE PLAN ROOF TRU55E5 (I) #5 VERTICAL IN GROUT FILLED CELL -SEE PLAN (IF REQ'D PER PLAN) A(2)3Y2"XO-I3I" (2)3 Y2"x0.1' 8" CH) BOI (1) #5 BARc_ 8" REINF. C -SEE PLAN 4 HORZ. REINF. SPECS FASTEN EACH OVERFR TRU55 TO TRU55 BELO FASTEN BOTTOM CHORD OF 61�ITH (1) 51MP50N VTGR TO TOP OF WALL w/ SIMPSON @ 24" O.G. 8" GMU BOND BEAM HI-J H6AMIOKTA CLIP ® 48"O.G. VERT WALL REINF. TO (I) #5 BARS GONT. (CONNECTOR INGL'D IN PAGKA6E) EXTEND INTO BOND BEAM 8" REINF. GMU WALL VERT WALL REINF. TO -SEE PLAN FOR VERT. EXTEND INTO BOND BEAM EN TION4 HORz. REINF. 5PEG5 S/4"=I'-0" &4ETS IO/4'=1'-0" �- BOND -BEAM - _1___GONTIN. PRECAST HEADER a 8" GMU PIER ENTIRE COLUMN TO BE 6ROUT FILLED CAST-CRETE CAST-CRETE WINDOW SILL, WINDOW SILL, OR EQUIV. OR EQUIV. DOUBLE WINDOW QL5A0NRY PIER DETAIL NT5 �� r�1►DO�'1 `. TYP I GAL OVERFRAM I NG CONNECTION DETAIL SCALE: N.T.S. #5 BENT CORNER BAR MAIN ROOF TRO555 GROUTED CELL - NOTES: BOND -BEAM I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW/DOOR, FASTEN BUCK TO MASONRY W/ (1) ROW OF W6"x4" TAPGON5 6" FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM E06E OF BUCK. PRECAST 2. BUCKS LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. HEADER STRUCTURAL CONNECTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN THI5 CASE. 3. ADDITIONAL 2X WOOD BUGK MATERIAL MAY BE ADDED TO EXI5TIN6 2X BUCKED OPENING, USE (3) ROW5 OF 3"xO.131" NAILS 5TA66ERED ® 12" O.G. EA. SUCCESSIVE BUCK. 4. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROW5 OF 2 y2"x0.131" NAILS ® 16" O.G. FASTEN WINDOW/DOOR TO 2X PER BUCK SPEC SPECIFIED WINDOW/DOOR MANUFACTURER'S 5PEG5. BY WINDOWIFIED MANUFACTURER I NDOW/DOOR BUCK DETAIL AW SCALE: NT'S TYP. CORNER PERT. HALL RE I NFORG I NG DETA I L SCALE: NTS 2x6x12" OR CL OF OPENING 2X8XI2"P.T. I CENTER BUGKf-Tl NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND 51ZED PER NOTES PERT. RE I NFORC I NG DETA I L � SCALE: NT5 NOTES: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). SEE TYP. FOUNDATION 2. PROVIDE 3/4" DIA. HOLE FOR DETAILS FOR ADDITIONAL DOWEL, BLOW OR BRUSH GLEAN. INFORMATION NOT SHOWN 3. FOLLOW MANUF. INSTALLATION HERE INSTRUCTIONS. FUTURE 8" GMU BLOCK #5 VERT. BAR TO BE DIA. ANCHOR DRILL 6" INTO EXI5T'6 I Q LOCATED PER PLAN SLAB, EPDXY $ DRIVE I IN GROUTED CELL #5 DOWEL, PROVIDE MIN. 2X4 P.T. TOP BUCK 50" LAP SPLICE I I I O N I I z 2X6 OR 2X8 P.T. BUCK I I I f EACH SIDE OF OPENIN6 -VERIFY CONN. REQ'MT w/ ,. DOOR MANUFACTURER I ° < n 1=1 11=1 11-1 11=1 PROVIDE (5) 3/e" DIA. J-BOLT W/ 5 Y2' GRADE _ _ I I-III=I I I=I I I-) I I. ° . dd e� EMBEDMENT AT EACH DOOR BRACKET, -1 I I -III - I I -III I MI I MI I M I 1-'' EACH SIDE OF DOOR. PROVIDE l y2"x�b" O -III-III-III-I I l a a I-IIMIIMIII- -III-III-III III=III=III- III=III=1 I I I_I I I=III- THICK WASHER IN EACH ANCHOR 05T BOLT TO BE 8 MAX ABV GURB REST EQUALLY I III III III 4xb P.T. P05T DROPPED BEAMS PER PLAN ROOF TRUSSES -SEE PLAN UPLIFT CONNECTOR -PER SCHEDULE VERT WALL REINF. TO EXTEND INTO BOND BEAM PROVIDE (1) 51MP50N L5TAI8 STRAP ON EACH EXTERIOR FACE OF POST, T' MIN END LENGTH REAR WOOD LANAI TYP. BEAM TO 1005T CONN. SCALE: 3/4'4-0' seal: z i ' NO 77824 ' STATE OF FAO• • ., -Z i a� ••CIDdui MrLne �z _J w w Z_ cm cm z r- w J a V W Z= .o �c r-- U ♦ � � ac W~� LZ i a MZ3 E > Jx W p :2 o _ y W 2 M O N cc C+') C. 19F M&K project number: 068-2001 1 project mgr: .J S B drawn by: BC issue date: 06.30-'2 1 REVISIONS: date: JUL 0 1 2021 initial: SEE DETAIL I ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT SHOWN HERE 'Q -FASTEN EA. ROOF TRU55 TO GMU w/ 0 51MP50N M5TMI6 TW15T STRAP. FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 LL Y4" LON6 TITEN 5GREW5 - PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) ® �...� U•d EACH TRUSS. i * T J-I I. Q Z - PROVIDE 2x FLAT BLOGKIN6 FIT TIGHT TO ROOF TRUSSES ® EVERY OTHER BAY I) 0 a FASTENED TO GMU w/ (3)Y4" DIA. x 3Y2" LONG TAPGON5. FASTEN BLOCKIN6 TO ROOF i 2 U) TRUSSES w/ (2) 3 Y4"x0.131" NAILS ® EA. END. SPACED APPROXIMATELY 24" O.G) - I I I I I i= RETROFIT DETAIL w U START BOLTS AFTER 6ARA6E CURB (8" MAX.) GARAGE DOOR BUCK DETAIL K SCALE: NM MISSED DOWEL RETROFIT DETAIL SCALE: NTS SIM. ® CMU STEM FOR OROFFED 6RADE LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN THIS HOME 4 SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REOU I RED ALL APPLICABLE AREA5. THESE WHERE 5PEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. sheet: SD2 seal: 0 0 0 PERMANENT ROOF TRU55 BRAGIN6 NOTES: (51%LE FAMILY HOME OR TONNHOU5E GON5TRUCTION, WITH ROOF TRU55E5 5PAGED NO MORE THAN 24" O.G) I. WOOD TRUSSES SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENT SAFETY INFORMATION (BG51) 'GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TAL.LING, RE5TRAININ67 d BRAGING OF METAL PLATE CONNECTED WOOD TRU65E5," (2008 EDITION). 2. TOP CHORD BRAGIN6: TOP GHORD5 SHALL BE BRACED BY DIREGT-APPLIED PLYWOOD/0513 SHEATHING. • IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TF4)% OR TO PURLIN5 FASTENED TOP GHORD, CONTACT MW FOR BRAGIN6 DE516N. 3. BOTTOM CHORD BRACING: a. THE BOTTOM GHORD5 SHALL BE BRACED BY DIREGT-APPLIED G.W.B. GEILIN6 4. WEB MEMBER BRAGIN6: THE TRU55 MANUFACTURER SHALL INDICATE THE TPU55 MEMBER5 OU35, VERTIGAL5) THAT REQUIRE LATERAL BRAGING/RE5TRAINT. a. 'T' OR 'L' BRAGE: WHERE BRAGIN6 15 REQUIRED A5 INDICATED ON 5HOP DRAWING, UTILIZE T' OR L' BRAGE5 (REFERENCE BG51-B3 FIGURES 83-18 d B3-I�. SHOP APPLIED REINFORCEMENT PER BG51463 FIGURES 83-22 d BG-23 15 ACCEPTABLE. • 'T' d 'L' REINFORGING MATERIAL SHALL MATCH THE 51ZE OF THE WEB/VERTIGAL MEMBER. • 'L' d 'T' REINFORGIN6 TO BE A MINIMUM OF 90% OF THE LENGTH OF THE WEB/VERTIGAL MEMBER. • FA5TEN 'L' OR 'T' REINFORGING TO WEBNERTIGAL W/ Ibd GUN NAIL5 (0.131x3 1/2') AT 6' O.G. b. GONTINUOUS LATERAL BRACING ALTERNATE: WHEN THREE (3) OR MORE 51MILARLY GONFI6URED ROOF TRU%E5 ALIGN, CONTINUOUS ROPE OF LATERAL BRAGIN6 MAY BE U5ED IN LIEU OF THE ABOVE -NOTED 'L' OR T' BRAGE5. • GONTINUOU5 ROW5 OF LATERAL. BRAGIN6 5HALL CON515T OF MINIMUM 2x4. ROW5 SHALL BE LAP 5PLIGED ONE TRU% BEYOND IN EACH DIRECTION. 5EGURE BRACE TO EACH TRU% GOMPRE%ION WEB w/ (2) Ibd GUN NAIL5 (0.131x3 I/2'). • CONTINUOUS LATERAL BRAGIN6 SHALL BE RE5TRAINED BY DIAGONAL BRAGIN6 (MIN. 2' THICK NOMINAL LUMBER $ MINIMUM 5PF 'STUD' 6RADE MATERIAL). TH15 BRAGIN6 15 TO BE GONTINUOUS. PROVIDE ONE ROW OF DIAGONAL BRAGIN6 AT VERTICAL WEB MEMBER5 OF TRU55E5 GLO5E5T TO EACH GABLE END WALL 4 ADDITIONAL DIA6ONAL5 AT 20'-0" A5 REQUIRED. DIAGONAL BRACE NAILED TO OPP051TE PROVIDE (2) Ibd NAIL5 o 51DE OF WEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIRECT -APPLIED PLYW000/055 -/I ROOF 5HEATHIN6 GOMPRE5510N WEB (5LOPIN6 OR VERTICAL) GONTINUOU5 LATERAL BRAGE ALTERNATE o (3) OR MORE _.... .. _ _ ADJACENT 51MILAR TRU55E5 (5EE INDIV. TRU55 SHOP DRANIN65 x FOR LOGATIONS) 2x 5TRON6BAGK MAY BE INSTALLED FOR GON5TRUGTABILITY TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REOV FOR 5TRUGTURE) GONTIN. LATERAL BRAGING TO LAP AGRO55 MIN. (1) DIRECT -APPLIED TRU55 BAY A5 5HOWN (516113 GEILIN6 5EGTION B-B AVERMTE MMW HM 0) OR MORE SHUR tiax.,e15 ARE 6PZUPED ZF WEB MEMBER REQUIRING B BRACING A5 INDICATED BY f-, TRU55 MANUFACTURER 2x 5TRON66AGK (NOT REQT) FOR 5TRUGTURE) DIRECT -APPLIED PLYWD/05B DIREGT-APPLIED 616113 GEILIN6 - TYPICAL TRU55 ELEVATION 2x 5TRON6BAGK5 MAY BE INSTALLED FOR GON5TRUGTABILITY TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REQV FOR El J 'L' OR T' BRACING 0 WEB5 DE516NATED BY TRU55 MANUR PERMANENT TRU55 BRA I N6 PETA I L5 4 NOTES DIRECT APPLIED C.EILIN6 J J 6� r� GOMPONENT $ GLADDIN6 PRE55URE ZONES Gomioonent5 � Glodding Wind Pre55ure5 UP TO 140 MPH Wind Zone Exp. B, Ri5k Gat. II Enclosed, 0.18 Int. Pre55ure Goeff. MEAN ROOF ZONE PRE55URE50 ZONE PRE550RE50 HT: 25 FT. (P5F) (PSF) ROOF (HIP) 0 +14A -26.6 2r +14A -36.8 20° TO 2l° 2e +14A -36.8 0 +14A -36.8 0 +14A -28.3 2r +141 -45.1 ROOF 2e +14.9 -28.3 0 +141 -45.1 (GABLE) 20° TO 2l° 2n +14A -45.1 0 +14.9 -53.6 O +21.2 -22A WALLS 0 +21.2 -28.3 �NOTE:Pre55ure5 charted here are allowable pressures and are permitted to be converted per ASGE 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 pre5sures. Values are based on worst case Scenario of 10 p5f (off. area). Refer to notes on 5-0.0 for roof/wall nailing requirements. LETTERED DETAILS ARE TYP I GAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN SPEG I E I G AND ARE ONLY REOU I RED ALL APPL I GABLE AREAS. THESE WHERE SPEG I E I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. © copyright: MULHERN & KULP structural Engineering, Inc. acD Z J� w w z c CD rn z w CL J Q � Z�CC A U 't 4 = c E en W T J °° E .ice a a . Jz -0o W ,Y � o y M W C N � M Q P M&K project number: 068-2001 1 project mgr: drawn by: issue date: REVISIONS: JSB BC 06-30-2 1 ■ date: initial: ■ U) J J W Q O w J Q 0.. sheet: a 0 .1 LL Z OC a W d W d U d 0 Z J J PBSBml 1 (/IV /LL /to -(�, gv ) �-,