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HomeMy WebLinkAbout36813 Yesler Dr0" w ABBREVIATIONS AB ANCHOR BOLT MAS MASONRY A.F.F. ABOVE FINISH FLOOR MAT MATERIAL ADJ. ADJUSTABLE MAX MAXIMUM ALUM. ALUMINUM MC MEDICINE CABINET ANCH ANCHOR MECH MECHANICAL 4 ANGLE MIN MINIMUM @ AT MIR MIRROR ML MICRO LAM BD. BOARD M.O. MASONRY OPENING BF BI-FOLD MTL METAL BLDG. BUILDING BM. BEAM N.I.C. NOT IN CONTRACT BLKG BLOCKING (NTS) NOT TO SCALE B.O. BOTTOM OF B.P. BI-PASS DOOR OBS OBSCURED BRG. BEARING O.C. ON CENTER BRK. BRICK OHGD OVERHEAD GARAGE DOOR OPER OPERATOR C.J. CONTROL JOINT OPNG OPENING 9- CENTER LINE OPT OPTIONAL CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD COL. COLUMN OZ OUNCE CONC. CONCRETE 1/R ONE ROD CONC. CONDITION 1/S ONE SHELF CONT. CONTINUOUS CANT. CANTILEVER PC PRECAST CLG. CEILING PDS PULL -DOWN STAIR CM CROWN MOLDING PKT POCKET DOOR CR CHAIR RAIL PNL PANEL PLYWD PLYWOOD D DRYER PREFAB PREFABRICATED d PENNY PR PAIR DBL. DOUBLE PROJ PROJECTED DIA. DIAMETER PSI POUNDS PER SQUARE INCH DIR. DIRECTION PSF POUNDS PRE SQUARE FOOT DN DOWN P.T. PRESSURE TREATED DR DOOR DW DISH WASHER QUAD QUADRUPLE DWG DRAWING D.S. DOWNSPOUT REF REFRIGERATOR DTL DETAIL REINF REINFORCED REQ'D REQUIRED EA. EACH RNG RANGE E.J. EXPANSION JOINT R.O. ROUGH OPENING ELEC. ELECTRICAL R RISER ELEV ELEVATION RND ROUND EQ. EQUAL R&S ROD AND SHELF EQUIP. EQUIPMENT EXP EXPANSION SC SOLID CORE EXT. EXTERIOR SCHEM SCHEMATIC EE EACH END SHLF SHELF SHT SHEET FD FLOOR DRAIN SHWR SHOWER FIN. FINISHED FLOOR SIM SIMILAR FND. FOUNDATION SH SINGLE HUNG FLR. FLOOR S.S. STAINLESS STEEL FP FIREPLACE STL STEEL FR FIRE RATED STRUCT STRUCTURAL FXD FIXED SUSP SUSPENSION FRM FRAME SGD SLIDING GLASS DOOR FTG FOOTING SQ SQUARE GA. GAUGE T TREAD GALV. GALVANIZED TB TOWEL BAR GC GENERAL CONTRACTOR T&G TONGUE AND GROOVE GEN GENERAL TEMP TEMPERED GYP. GYPSUM T.O. TOP OF GL GLUE LAM TR TOWEL ROD GLS GLASS TRPL TRIPLE TYP TYPICAL H HIGH HC HOLLOW CORE U.N.O. UNLESS NOTED OTHERWISE VERT VERTICAL HGT. HEIGHT V.L.I.F. VERIFY LOCATION IN FIELD HDR. HEADER HB HOSE BIBB W WASHER HORIZ. HORIZONTAL W/ WITH WC WATER CLOSET INSUL. INSULATION WD WOOD INT. INTERIOR WWM WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB ff )vnaTjjaT) TM Comr),cinip_s 90 Matawan Road ILC Matawan, NJ 07747 (732) 383-2200 ASHMERE ASPIRE ELEVATION "B" 36813 YESLER DRIVE ZEPHYRHILLS, FL 33542 LOT 054 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 TABULATIONI ELEVATION j F "B" �� 1 ST FLR A/C 1 11464 SQ. FT. ENTRY 33 SQ. FT. GARAGE 385 SQ. FT. LANAI 120 SQ. FT. TOTAL UR 2002 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 FLOOR PLAN A2.1 FRONT & REAR ELEVATIONS A2.2 SIDE ELEVATIONS A3.1 ROOF PLAN A5.1 BUILDING SECTIONS A5.2 TYPICAL WALL SECTIONS WP1 WATERPROOFING DETAILS E1.1 FIRST FLOOR ELECTRICAL PLAN P1.1 SLAB PENETRATION PLAN S-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN S-1.3 ROOF FRAMING PLAN SD-1 FOUNDATION DETAILS SD-2 STRUCTURAL DETAILS PBSB-1 STRUCTURAL DETAILS �4eNSF•� C, 'c= ALL IA/C_tc- �nf..t­IVlTH R PEVAILING A NL REVIEW GAT CITY OF ZEPHYRHIL S � �1 PLAN EXAMINER W cl Wz0= �0�.� WWzO >cc¢0 W D 0 I — cc w U) W Er W_ it � > JU)ujw Z) cr oC oC zzz�w cc a Q � W _ _c— �2Zu-c Qzo q) cz occ 0 0 0 U O C?J m< W.j w� w A x0 U) z M.-I X WOO I w w> J r..w ram.. 0 U) m< u w w w x U) O R U 0 U) O � wZ O aaa�a OCT 5 70 IUNKSATCALUSA COMMUNITY: SPRINGS PLAN # 6100 RELEASED: 10/5/21 SHEET CS I GENERAL CONSTRUCTION NOTES DWELLING -GARAGE SEPARATION: R308.4.3 GLAZING IN WINDOWS R311.7.8.2 CONTINUITY ROOF ASSEMBLIES: GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS I 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 SQUARE FEET U 9 QU SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 11/2 TERMINATED AND HALL BE INSTALLED IN A MANNER THAT PREVENT MOISTURE FROM ENTERING THE WALL S S S G 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. LOCATIONS NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED 2STARTING EASING OR STARTING NEWEL SHALL BE ALLOWED TURNOUT THE USE OF A VOLUTE, FLASHINGS SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, WHEREVER THERE IS A CHANGE IN FLASHINGS 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 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 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. 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 THER30G THE GARAGE SHALL BE SEPARATED A REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL S S QU 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 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. UNIT 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 If. 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 If 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 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 WALKING SURFACES, INCLUDING MEET THE LIQUID WATER TRANSMISSION TEST OF SECTION 8.6 OF ASTM D4869. SYNTHETIC UNDERLAYMENT R3 2. FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR WALL AND CEILING FINISHES 0 9 S S O O THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO STAIR RAMP AND LANDINGS, THAT ARE LOCATED MORE THAN INCHES 2 MM S, S GS, OC O 30 C ES (76 )MEASURED SHALL BE INSTALLED AS FOLLOWS: APPLY A STRIP OF SYNTHETIC UNDERLAYMENT THAT IS HALF THE WIDTH FLAME SPREAD AND SMOKE -DEVELOPED INDEXES FOR WALL AND CEILING FINISHES SHALL BE IN FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 24 INCHES (610 MM) HORIZONTALLY OF A FULL SHEET PARALLEL TO AND STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4. TO THE EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD. STARTING AT THE EAVE, APPLY FULL SHEETS OF REINFORCED SYNTHETIC UNDERLAYMENT, OVERLAPPING EGRESS: SUCCESSIVE SHEETS HALF THE WIDTH OF A FULL SHEET PLUS THE WIDTH OF THE MANUFACTURER'S 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, AI4D ONE ROW AT THE END AND SIDE LAPS FASTENED 6 INCHES (152 MM) O.C. FIREBLOCKING: SQUARE FEET. THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24 INCHES AND THE NET UNDERLAYMENT SHALL BE ATTACHED USING ANNULAR RING OR DEFORMED SHANK NAILS WITH METAL OR CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES. EXCEPTIONS: PLASTIC CAPS WITH A NOMINAL CAP DIAMETER OF NOT LESS THAN 1 INCH. METAL CAPS ARE REQUIRED 1. GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 34 INCHES (864 MM) WHERE THE ULTIMATE DESIGN WIND SPEED, VULT, EQUALS OR EXCEEDS 170 MPH. METAL CAPS SHALL HAVE R302.11 FIREBLOCKING EXCEPTION: GRADE FLOOR OR BELOW GRADE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. A THICKNESS OF NOT LESS THAN 32-GAGE SHEET METAL. POWER -DRIVEN METAL CAPS SHALL HAVE A IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO CUT OFF BOTH VERTICAL AND LESS THAN 5 SQUARE FEET. 2. WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDES OF STAIRS, THE TOP MINIMUM THICKNESS OF 0.010 INCH. MINIMUM THICKNESS OF THE OUTSIDE EDGE OF PLASTIC CAPS SHALL BE HORIZONTAL CONCEALED DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN OF THE GUARD SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE THAN 38 INCHES (965 MM) 0.035 INCH. THE CAP NAIL SHANK SHALL BE NOT LESS THAN 0.083 INCH FOR RING SHANK CAP NAILS. CAP NAIL STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. R310.2.2 WINDOW SILL HEIGHT AS MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. SHANK SHALL HAVE A LENGTH SUFFICIENT TO PENETRATE THROUGH THE ROOF SHEATHING OR NOT LESS WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL HAVE A THAN 3/4 INCH INTO THE ROOF SHEATHING. FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAMED CONSTRUCTION IN THE FOLLOWING LOCATIONS: SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR. R312.1.3 OPENING LIMITATIONS REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED R905.2.4.1 WIND RESISTANCE OF ASPHALT SHINGLES (IF APPLICABLE) 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND R310.1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES GUARD HEIGHT THAT ALLOW PASSAGE OF A SPHERE 4 INCHES (102 MM) IN DIAMETER. ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTIONS R905.2.6 AND R905.2.6.1. PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM R905.3 CLAY AND CONCRETE TILE 1.1.VERTICALLY AT THE CEILING AND FLOOR LEVELS. WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. WINDOW OPENING CONTROL DEVICES EXCEPTIONS: THE INSTALLATION OF CLAY AND CONCRETE TILE SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S 1.2.HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET (3048 MM). COMPLYING WITH ASTM F2090 SHALL BE PERMITTED FOR USE ON WINDOWS SERVING AS A REQUIRED 1. THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR, FORMED BY THE RISER, TREAD AND INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND 2. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS EMERGENCY ESCAPE AND RESCUE OPENING. BOTTOM RAIL OF A GUARD, SHALL NOT ALLOW PASSAGE OF A SPHERE 6 INCHES (153 MM) IN DIAMETER. CLAY ROOF TILE INSTALLATION MANUAL, SIXTH EDITION WHERE THE VASD IS DETERMINED IN ACCORDANCE OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 2. GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF A WITH SECTION R301.2.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. R312.2.1 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 Ml506.3. 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 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 14 MM IN CLEAR WIDTH AT AL POINTS ABOVE STAIRWAYS SHALL BE NOT LESS THAN 36 INCHES (9 ) C L PO N S O E 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: M15o2.a.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 INSPECTION. IN THE ABSENCE OF FITTING EQUIVALENT LENGTH CALCULATIONS FROM THE CLOTHES DRYER 6. ONE -QUARTER -INCH (6.4 MM) CEMENT -BASED MILLBOARD. SHOWER AREAS SHALL BE OF MATERIALS LISTED IN TABLE R702.4.2, AND INSTALLED IN ACCORDANCE MANUFACTURER, TABLE M1502.4.5.1 SHALL BE USED. 7. BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED MATERIALS R311.7.2 HEADROOM WITH THE MANUFACTUREROS RECOMMENDATIONS. INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE. THE HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN 6 FEET 8 INCHES (2032 MM) MEASURED M1502.4.5.3 DRYER EXHAUST DUCT POWER VENTILATOR 8. CELLULOSE INSULATION INSTALLED AS TESTED IN ACCORDANCE WITH ASTM El 19 OR UL 263, FOR VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF TABLE R702.4.213ACKER BOARD MATERIALS THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED IN ACCORDANCE WITH THE THE SPECIFIC APPLICATION. THE LANDING OR PLATFORM ON THAT PORTION OF THE STAIRWAY. GLASS MAT GYPSUM BACKING PANEL (ASTM C1178) MANUFACTURER'S INSTRUCTIONS FOR THE DRYER EXHAUST DUCT POWER VENTILATOR. GYPSUM PANELS (ASTM C1278) R302.12 DRAFTSTOPPING R311FIBER-REINFORCED 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 T 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 TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE ARCHITECT, THE ARCHITECT SHALL NOT BE HELD 2.FLOOR FRAMING IS CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS. AN ANGLE NOT MORE THAN 30 DEGREES (0.51 RAD) FROM THE VERTICAL. OPEN RISERS ARE PERMITTED ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE RESPONSIBLE. PROVIDED THAT THE OPENINGS LOCATED MORE THAN 30 INCHES (762 MM), AS MEASURED VERTICALLY, MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED R302.12.1 MATERIALS TO THE FLOOR OR GRADE BELOW DO NOT PERMIT THE PASSAGE OF A 4-INCH-DIAMETER (102 MM) MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSPECTION NOTES: DRAFTSTOPPING MATERIALS SHALL BE NOT LESS THAN 1/2-INCH (12.7 MM) GYPSUM BOARD, 3/8-INCH (9.5 SPHERE. INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO WORK SHALL NOT BE DONE BEYOND THE POINT INDICATED IN EACH SUCCESSIVE INSPECTION WITHOUT FIRST MM) WOOD STRUCTURAL PANELS OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. OBTAINING THE APPROVAL OF THE BUILDING OFFICIAL. THE BUILDING OFFICIAL, UPON NOTIFICATION, SHALL DRAFTSTOPPIN6'' SHALL BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS UNLESSSELF-ADHERED R311.7.5.2 TREADS 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 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 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 a' GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TO ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS FLOOD ZONE REQUIREMENTS: BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 R311.7.8 HANDRAILS OR DETAILS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. INCHES ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH FLIGHT WITH FOUR OR MORE AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT MECHANICAL AND HVAC: CONDITIONS: RISERS. WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE 1. WHERE THE GLAZING IS WITHIN 24 INCHES OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE R311.7.8.1 HEIGHT SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. DOOR IN A CLOSED POSITION. HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, PROTECTION AT THE HEAD AND SIDES. 1.2. IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER 2. WHERE THE GLAZING IS ON A WALL LESS THAN 180 DEGREES FROM THE PLANE OF THE DOOR IN A OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE PROFESSIONAL. PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR CLOSED POSITION AND WITHIN 24 INCHES OF THE HINGE SIDE OF AN IN -SWINGING DOOR. THAN 38 INCHES (965 MM). 1.3. IN ACCORDANCE WITH OTHER APPROVED METHODS. REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (762 mm) DEEP AND 30 INCHES (762 mm) WIDE IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMANVDMA 250, FMA/AAMANVDMA 300 OR BE IN FRONT OF THE SERVICE AN APPLIANCE. EXCEPTIONS: EXCEPTIONS: FM FMA/AAMA/WDMA 400. 3HAL DUCTS NV HEDGARAGE AND DUCTSONTROL PENET AITDINGO 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 THE ENDS 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 ALLL 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. 0= m W r Cc �zo= O }� I- >cr<0 W:3a I= W Q � � W �-~WW m (r ir z W z Z 5 Q W Z r tea �v)p0U = Z Li- U) �P:<zE cz ��j rz o a O �Z� H 0 0 O U U)w o Im kqr p O W-j w w "on" w Z a w U) m< 0 ix w x X U) O E U W O z z O� � O 44Qq is •�GjHS•�, 7 4 T E F •v,, 1'TY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 10/5/21 SHEET CS2 (6 O z 0 z g w U) w F_ z H 0 Im w a 0 cc o- cc w F- O 0 z 0 2 A5.1 <S O 411 IBM O (\I N 3 SIDED ACRYLIC SURROUND 36"X60" ACRYLIC SHWR PAN 15'-0" "35 SH 54"X63" EGRESS 35'-0" 1 2'-0" 81-011 6" ill-Oil-06„ STUCCO WRAPPED BEAM @ T-S" 1 p I STUCCO WRAPPED I w A5.1 I 06 POSTS I ca co I LANAI I u i 00I 8'-8" CLG. I O U ¢ I MOISTURE RESISTANT I V � m I DRYWALL CLG. I F 13'-4" 81-81' I U, 71-811 4" 16'-0" 18'_8,. 1 A5.1 FIRST FLOOR PLAN *25 37"X63" EGRE 01 10'-011 5'-0" 11'-4" 35'-0" m I= CD N 0 0 co 00 et m u co T- _ 2 A5.1 LEGEND SYMBOLS BUILDING/WALL SECTION 9>If MARKER OINTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE dP ELEVATION STEP BRKX FLOORING BREAK WALL TYPES 2x WOOD/STEEL FRAMED PARTITION INTERIOR PARTITION w/ INSULATION CMU WALL CMU WALL w/ FURRING & INSULATION NOTE: INTERIOR WALLS ARE DRAWN TO ROUGH DIMENSIONS SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL BRACKET SPACED SOLID SURFACE ((ooff� 16" O.C. FOR COUNTERTOP bVE IMC- GS GREATER THAN Io" TOP PLATE t'-2" MAX 2x4 STUD WALL SEE PLANS FOR WALL LAYOUT =_ 1 /2" GYP• [BASE CABINET AS ; BD. PER SHOP DWG'j N WD.BASE r MOLDING FINISH FLOOR FINISH A F OOR1 I r SUBFLOOR 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 OINTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. W Lu } 2 cc Lu �00}F- W OC¢O p Q? LU W cc LU J W W (r Y 0 I— Z ca LL 0 0 zzZ~z Wg¢�_j a=cc_ �cnp0U 5=ZLLU) m P < a zz cz lit a a O � Q gH 2 O 0 0 U o z Im 41 O O o W w a U) W w f� W U) O 13 C� In 0A GU) d a a a a a .,• ,; • F •�� •P;�a?�"�OCT 5 2021 OMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 1015/21 SHEET Alol SCALE: 1 /4"=1'-0" ell 4" WIDE STUCCO BAND ct + 1 I I 411 I 4" \\ I I +, I ---� 4" WIDE STUCCO BAND WINDOW HEAD & SILL DETAILS SCALE: 3/4"=1'-0" 4" WIDE STUCCO \ BAND I +1 2„ GARAGE HEAD TRIM DETAIL SCALE: 3/4"=1'-0" ROOF SHINGLES PER COMMUNITY SPECS. 12 5 12 5:12 � 5 0 12 5 m 1- 0' 35 SH '35 SH - 6068 SGD ROOF SHINGLES PER COMMUNITY SPECS. 4" WIDE STUCCO BAND (+1) 6" FASCIA, TYP. 0'�__ 4" WIDE STUCCO BAND (+1) Burl, REAR ELEVATION SCALE: 1 /4"=1'-0" 5.12 12 5 5.1 _.AllWl WE FM-Ill=--IIFM--IIFW--liFn--IIF=-II II FNI I ME I IN I FNI I F—U-1 I Wl 11-0 11 N ol 001 NIFUNIMI-1101 ICI ICI ��I ICI I�� ICI ICI FE II 1■1�1■ 1■1�1■1 1�1■I 1■ 16070 GARAGE D••' STUCCO FRONT ELEVATION SCALE: 1 /4"=1'-0" 5:12 12 5 BLDG. HEIGHT ROOF SHINGLES PER COMMUNITY SPECS. \2/ T.O. MASONRY MI' T.O. WINDOW T 4" WIDE STUCCO BAND FIN. FLOOR A�r, A PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH o,.:.....•.... y,rt,': 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 C 1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) W W } 2 � �00� } >I <0�o cAUWcc W Q W cc 7W— J0Cc m :D c Y 0 F- Z CkdIi00(6 Z Z Z p Z C (L _ _ CC 3 cn p 0 0 Z=Zl-c) m. < p zz cz CZ cz r` Q 0 0 0 z O V two O im 411 w W O w a M Icy a c?j cn w Z w O x m 3 U) �O iL tn W 0 o� a a a a a z f7� Commlff LINKS SPRINGS PLAN # 6100 RELEASED: 10/5/21 SHEET A2 • I or- c 12 5 lip = T.O. MASONRY 50 bo ROOF SHINGLES PER COMMUNITY SPECS. 9., I 9„ ol 5:12 - � � J RIGHT ELEVATION SCALE: 1 /4"=1'-0" 12 ROOF SHINGLES PER 5 V COMMUNITY SPECS. FIN. FLR. LEFT ELEVATION SCALE: 1 /4"=1'-0" 12 5 12 5 5:12 0 12 5 12 5 -� T.O. MASONRY . f X FIN. FLR. - - - - - 00 f70 00 10. 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 & C1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL .BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C 1063 (CURRENT EDITION) W WzO= O >- H WOWC¢0 p Q ? W cc W (n J W W p 1Y cc cc Y 0 I— Z �yILL 00� Z Z Z ~ Z °CJa_j W(L=�a. rv�a00 =ZLLU) �I-a?p � n 0 � Z H f f O 1 I O O I V U Oi z as i O ' o � 1--" o w ' w w 25 w a A c w a w cn �C I O U W U) 04 �o �4a�144 .i o ,j 1 ' CWMUNIT'Y: LINKS AT CALU A SPRINGS PLAN # 6100 RELEASED: 10/5/21 SHEET A2.2 !3 eli ROOF PLAN SCALE: 1 /4"=1'-0" ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 2002 SQ. FT. _f 961 SQ. IN. UPPER VENT 40% NET VENT MIN. 384 SQ. IN. UPPER VENT 50% NET VENT MAX. 480 SQ. IN. UPPER VENTS REQUIRED 48" TAMCO OFF -RIDGE VENT (138 SI NET FREE) 3 VENTS NET FREE AREA UPPER ROOF VENTING 414 SQ. IN. NET FREE AREA SOFFIT VENTING 547 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SQ. IN. / LF. 83 LF. NOTE: LOCATE RIDGE VENTS 2'-0" OFF ALL HIPS RIDGES OR VALLEYS, MIN., TYP. R806.2:THE MINIMUM NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. UNDERLAYMENT APPLICATIONS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.1.1 FOR ASPHALT SHINGLES REFERENCE TO SECTION R905.2 FOR TILE ROOFING REFERENCE TO SECTION R905.3 ���� �P.•�� C E N: • N oll STA E C cc W wz0= O }. F— W�QO p < Z) cr w (L(nW W !r cr IY cn z p z z w W Q � a a _ cc — �(npOU �1zu-u) � F- < z R cz cz n 1. Q O O �i IQ- O O O ft U O Z 0 (L o � O w O w 0� U) w< w w w (n m< I 0 E U) W 0 U) O� ro cs 'F ••tip r OCT 5 2021 `COMMUNITY; LINKS AT AL.0 A SPRINGS PLAN # 6100 RELEASED: 10/5/21 SHEET A3. I 0 Z w Q 0 Z 0 ad U) Z w W 0 n BOTTOM OF LINTEL @ T-4" A.F.F. T.O. MASONRY T.O. WINDOW FIN. FLR.rk I 'Il 12 5 �I PRE-ENGINEERED ROOF TRUSSES SEE FRAMING SHEET FOR DETUS BEDROOM 3 BUILDING SECTION SCALE: 1/4"=1'-0" ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) INSULATION PER ENERGY CALCS, TYP. 12 5 2 A5.1 ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) I _ 12 12 51 5 I 12 PRE-ENGINEERED ROOF TRUSSES SEE FRAMING SHEET FOR DETL'S INSULATION PER ENERGY CALCS, TYP. 2 CAR GARAGE BUILDING SECTION SCALE: 1/4"=1'-0" LNDY. I I CL KITCHEN OWNER'S SUITE •I - I I I I i I I , CONCRETE FOOTING SEE STRUCTURAL PLANS T.O. MASONRY ----------- T.O. WINDOW FIN._FLR. ........I; fr I � i .�`0 MSS G. ����,,, P,•�` C E N N yr . Ulm OJ� �. L}= W } _ CC F- Ill O O I=- } > cr 0 cr)U .w W aF->-J cr IY otSzZF_W W gQ�Z rL=120.. _3u)p0U = Z LL U) < CZ n cz n O H O O O cd U O � 0-i Z M o U �- w ~ O t� w w ZA ~ w ~~ w w cn O U W N O� Z a a a a i OCT 5 202 MUNITY: ORKSATCALUSA SPRINGS PLAN # 6100 RELEASED: 10/5/21 SHEET AS. 'I i■ i n 0 SEE SOFFIT AT RAKE (BEYOND) )F PLAN 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.) INSULATION AS I 2X ALUM WRAPPED FASCIA PER SPECS. ----- BD. w/ALUM DRIP EDGE PRE-ENGINEERED SOFFIT INSTALLED PER GABLE END ROOF MANUF. SPECS TRUSS - REFER TO 2X PT BLOCKING STRUCTURALS HURRICANE STRAP - REFER TO STRUCTURALS 1/2" (MIN.) CLG. BD. MASONRY LINTEL -REFER TO STRUCTURALS TYP. HIPPED PENT ROOF DETAIL SCALE: 1/2" = 1'-O" 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. OIL 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. SOFFIT INSTALLED PER ix PT DRAPE BLKG MANUF. SPECS ABOVE WINDOWS 1/2" 2X PT BLOCKING G.W.B. SEE STRUCTURAL WINDOW PER PLAN PLAN GYP.BD. WINDOW SILL 1/2" GYP. BD. OVER RADIANT PRECAST WIN. SILL BARRIER INSULATION (R-4.1) ATTACHED TO 1x2 PT. FURRING @a 24" O.C. SLOPE GRADE AWAY BASE BOARD u FROM HOUSE 0'-0" FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. 1-STORY WALL P WINDOW SCALE: 1/2" = 1'-O" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS PROVIDE 2X4— FRAMED ENCLOSURE FOR ELECTRICAL PANEL, FINISH W/ k 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 5 3 1/2" a. j" GYPSUA III GARAGE a BOARD NICHE FOI ELECTRIC, PANEL & WIRING cV c4 ELECTRICAL PANEL ELECTRIC, PANEL i N CO EXTERIOR CMU BLOC WALL cV CONCRETE CONCRET CURB REFER CURB REF TO PLANS TO PLANS CONCRETE SLAB ON GRADE AT GARAGE FLOOR 1-STORY - MASONRY WALL 12 SEE ROOF PLAN 1/2" (MIN.) _/ CLG. BD. (t" TYPE 'X' GYP. BD. TO BE PROVIDED WHEN LIVING SPACE IS ABOVE GARAGE) 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 ,J STRUCTURAL. OIL TOP OF C.M.U. 'AF(REFER TO ELEV.) I I 2x6 ALUM WRAPPED FASCIA EE �. BD. w/ALUM DRIP EDGE SOFFIT INSTALLED PER MANUF. SPECS 2X PT BLOCKING SEE STRUCTURAL PLAN 8" CMU BLOCK W/ CEMENTITIOUS FINISH (BEYOND) EXPANSION JOINT GARAGE SLAB, 4, SPECS DRIVEWAY PER COMMUNITY SEE STRUCTURAL SLOPE SLOPE 0'-0 PLANS .. FIN. FL. `—FOUNDATION M PER STRUCTURAL DRAWINGS WALL SECTION Qr GARAGE DOOR SCALE: 1/2" = 1'-O" A FLOOR IC OR SECOND LIVING SPACE Mtn z I I cc ■ i 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 rr- �00� > T_ 0 ir U)U�w QZ)WI— J U) W W cccc rr_ Y 0 — Z LL O O cn Z Z Z III ~z a: Q J wa=oCa �C/)0Oc_Vn H Q Z rlt cu O � Q Q U O � O 0 � � w U u a "ON"CL ommw a Un U) l< w w w U) O E U W U) Z O� to c �Z aaaaa i� i 0 C T 5.2021 COMMUNITY: LINK SPRINGS PLAN # 6100 RELEASED: 10/5/21 SHEET Av.2, NOTE: FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400 AS PER R703.4.1.4 (2020 FBC-RESIDENTIAL, 7TH EDITION) "L" FLASHING SCALE: N.T.S. ' VOOD SHEATHING 0 MIN. GRADE D PAPER BACKED ATH OVER BARRICADE PLUS WRB DR APPROVED EQUAL) THICK, 3 COAT CEMENT PLASTER IETAL LATH AP WRB & TAPE OVER ROOF/WALL oCREED X5 "L" TYPE CONTINUOUS GALV. IETAL FLASHING (NAIL TO ROOF ►ECK, NOT WALL SHEATHING) INDERLAYMENT PER CODE ',AP SHINGLE - DO NOT NAIL, gSTALL WITH ROOF CEMENT IOOF CEMENT ►HINGLE 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 WOOD SHEATHV 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 SHEATHINi UNDERLAYMENT PER COE CAP SHINGLE - DO NOT NAIL, INSTAI WITH ROOF CEM0 ROOF CEMEP SHINGLE ROOFIN "L" FLASHING -SIDING SCALE: N.T.S. t! 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 I-- WRB APPROX. 1-1/2" ABOVE SHINGLES ROOF/WALL SCREED z 5X5 WALL FLASHING Lo KICK -OUT FLASHING (SEE DTL. BELOW) w� p FELT UNDERLAYMENT AS REQ'D BY CODE SHINGLE ROOFING FASCIA WRAP DRIP EDGE: OVERLAP 3", EXTEND BELOW SHEATHING, MECH. FASTEN 4" O.C. MAX. KICKOUT DETAIL SCALE: N.T.S. Lo STEP 1 FOLD �0 FOLD Cr FOLD INWARD @ PT. A STEP 3 �J ©© FOLD @ 77' FOLD INWARD ar PT 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 A FOLD INWARD ar PT. A CREASE @ PT. B CREASE @ PT. C FOLD PT. C OVER PT. B TILL PT. C TOUCHES BOTTOM FLANGE W = fY uj �0 01=— > cr 0 U) 3: w < UJ f- D crccoc Y O H z ,au-00cn zzz w J °cga�— UJ CL a J(Ap00 �2zwcn �F-QZD � Q cz ~ �Z , cz Q, ^ cz � C1: �6 a o O O U O (� I u O p U) 0j o mm" Wl< a� w aw w wMENEM a � "Q w It w U) 0 V 0 o� wo z lz QaQQd / NCT 5 20 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 10/5/21 SHEET wp i n ELECTRICAL METER (V.I.F) FIRST FLOOR ELECTRICAL PLAN SCALE: 1 /4"=1'-0" CONNECT 2" PVC CONDUIT 2-2/0 COPPER 1-1/0 COPPER 0 OR 2-4/0 ALUMINUM 200 AMP 42 METER 1-3/0 ALUMINUM CIRCUIT MAIN. CIRCUIT #4 COPPER OR ALUM. BREAKER PVC 1 /2" PVC CONCRETE ENCASED GROUNDED ELECTRODE ELECTRICAL RISER DIAGRAM NOT TO SCALE ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET USB COMBO OUTLET WALL SWITCH s THREE-WAY SWITCH FOUR-WAY SWITCH -�- KEYLESS LIGHT FIXTURE -�- CEILING MOUNTED LED LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ow VAPOR PROOF LIGHT FIXTURE +1LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN f,1 EXHAUST FAN/LIGHT COMBINATION ® CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) ® COMBINATION SMOKE / CO2 DETECTOR ® SMOKE DETECTOR ►q TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) om ELECTRIC METER s. 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 �001=— > cc 0O (nUWw Q❑WI— W J W ❑ lY cr- IY °tSZZ�W Cr W IL _ a �W000 =zu- cn �F—QZ❑ cz - cz cz n ti Pz Q O co .9 H 0 0 0 u 0 z 0 (L 0 j 0 LLO U ON" w w rj)� wPENN" u U)wc� �w w w lz w x X U) O N W U) O� Uo Is COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 10/5/21 SHEET E. Ili L SLAB PENETRATION PLAN SCALE: 1 /4"=1'-0" 0= W } 2 CC �OOF- } >ora0 W ::)pl— Q LU W j W Q U) W J W cr- Ir Y O I- Z Z Z Z O �5U) Z w(L tea �c/p00 =zLLc) �Ha?p cz'q) cz 0 0 O U Z O 0 W-J m 41 in 0 z o w z I wa w a OEM" a w 2 0 0 Z� 04 Uo Z aaaaa COMMUNITY: LINKSCALUSA SPRINGS PLAN # 6100 RELEASED: 10/5/21 SHEET PI.`I `,....... a r, MABONRY LINTEL ASSEMBLIES 5EE 5GHEDULE AND 5PECIFICATION5 FOR ADD'L INFO r--T, - M) ORSFLQJ- LMIH(I% OD �JBEAM ABOVE LINTEL 6R= 6ROor BOTTOM REINF. PRECAST LINTEL W ( I PREGAST LINTEL W i--�-� EMBEDDED REINF. EMBEDDED REINF. MB-1 MB-2 - F --7 ``---T TOP COW5E, IF IF LPER ARCH. Q LQ - TOP ,D J I REOD PER ARGN. CONT. BOND BEAM TOP REINF. OR CONT. REINF. AS FMV BOND BEAM REINF. 6P= • 6RouT _ 44_t77­ BOTTOM REINF.BOTTOM REINF. PRECAST LINTEL IfEh>BQ7DED REINF.. PRECAST LINTEL W iME3_3 E43EDDED REINF. MB-3 N MB-4 MASONRY LINTEL DETAILS REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT MB-I 8F8-05/0T ----- ----- MB-2 8F8-IB/OT ----- (1) #5 M5-3 BFIb-IB/IT (1) #5 (1) #5 MB-4 8RF14-IB ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S GONGRETE. NOTES: I. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-O" 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 6RADE 60, f y=60 ksl 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOGATED DIREGTLY ABOVE THE OPENIN6 BELOW SHEET L 1ST INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.3 ROOF FRAMIN6 PLAN 50-1 FOUNDATION DETAILS 50-2 STRUCTURAL DETAILS PB5B-I STRUCTURAL DETAILS GENERAL STRUCTURAL NOTES FOUNDATION • OE516N 15 BASED ON 1th EDITION (2020) FLORIDA BUILDING CODE. • FOOTING DE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARIN6 CAPACITY OF 1,500 P5F. • ALL LUMBER EXPOSED 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, IT MAX. FROM PLATE ENDS. • BUILDER TO VERIFY CORRO51ON-RE515TAN6E COMPATIBILITY OF HARDWARE $ FA5TENER5 IN CONTACT w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO COORO. • GONGRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAYS, U.N.O.: f'c = 2,500 p5i:....... FOOTIN65 2,500 p51:....... 5LAB5 ON GRADE (INTERIOR 4 EXTERIOR) fy = 60,000 p5I ...... REBAR • ALL CONCRETE EXP05EO TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTINC75 SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTIN65 AND 5LAB5 ON 6RADE SHALL BEAR ON GLEAN, FIRM VIRGIN 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 DISCONTINUOUS END OF REINF. • GROUT SHALL BE A5TM G416 F'C=3000 P51 w/ MAX 3/e" AGGREGATE • CONCRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM COMPRE551VE 5TRENGTH OF Ig00 P51 (F'M = 1500 P50. 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 FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP 5PLIGE WITH FOOTING DOWEL. • 6ROUT 50LID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" CONT. FULL LEN6TH OF WALL w/ (1) #5 BAR GONT. (TYP. ® EXT. PERIMETER) • PROVIDE (1) #5 BAR GROUTED 50LID ON EACH 51DE OF ALL MASONRY OPENINGS 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 WALLS. (A5 SHOWN ON PLANS) • ROUGH OPENIN65 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE GORNER5 OF SLAB E06E5, AND OTHER LOGATION5 WHERE SLAB GRAGK5 ARE LIKELY TO DEVELOP. EXACT LOGATION5 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 o 12-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE AS GL05E TO 5QUARE5 A5 POSSIBLE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SPECIFICATIONS (TYP. U.N.O.) DESCRIPTION OF BLD6. ELEMENT 3"x0.131" NAILS 3"xO.120" NAILS J015T TO 50LE PLATE (3) TOENAILS (3) TOENAIL5* 50LE PLATE TO J015T/BLK'6. (3) NAILS o 4" o.c. (3) NAILS 0 4" o.c. STUD TO SOLE 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.G.* BLK'6. BTWN. J015T5 TO TOP PL. (3) TOENAILS (3) TOENAIL5* DOUBLE STUD NAILS o 24" o.G. NAILS a 16" o.c. DOUBLE TOP PLATE NAILS ® 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE LAP SPLICE , NAIL5 IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP a CORNERS b INTER5EGTIN6 WALL5 (2) NAILS (2) NAILS * 2Y2"xO.113 15 AN AGGEPTABLE ALTERNATIVE TO A 3'W.120", SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY AGGEPTABLE WHERE * ARE 5HOWN) THIS MODEL HAS BEEN DES16NED IN ACCORDANCE WITH THE 7th EDITION (2020) FLORIDA BU I LD I N6 CODE (SECTION 160q) LATERAL DE516N REQUIREMENT5 FOR THE FOLLOWING WIND SPEED 4 EXPOSURE ONLY: 140 MPH - EXP. B WIND I MPORTANGE FACTOR = 1.0 INTERNAL PRESSURE GOEFF I G I ENT = NGL05ED, +/- 0.18 ANY WIND SPEED/EXPOSURE NOT LISTED HERE REQUIRES FORMAL EVALUATION � APPROVAL FROM M+K STRUCTURAL EN6INEERIN6. EXTERIOR 4 5HEAR HALL SHEATHING SPECIFICATIONS INDICATES LOCATION AND EXTENT OF 5HEARWALL WHIGH REQUIRES 5HEATHIN6 AND/ OR FA5TENIN6 SPECIFICATIONS BEYOND THAT OF 5TNDRD CONSTRUCTION SYMBOL SHEAR PANEL SPEC. 15/32" PLYWOOD OR 05B FASTENED W/ PI 2J/2"xO.131" NAILS ® 6" O.G. ALONG PANEL E06E5 AND 12" o.G. IN THE PANEL FIELD. 15/52" PLYWOOD OR 05E3 FASTENED W/ e 2J/2"xO.I31" 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 05B FASTENED w/ 2-�2"xO.131" NAILS @ 6" O,G. AT ALL PANEL ED6E5 AND ® 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL E06E5 SHALL OCCUR OVER FRAMIN6 OR 2X BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL E06E AND FA5TENING 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING ® 16"o.G. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED T06ETHER w/ %"xO.131" NAILS ® I6"o.c. USE (8) %"xO.131" NAILS ® EA. LAP SPLICE. (TYP. U.N.0) 4. LATERAL ANALY515 ASSUMES ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALL5 ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENIN65. 5. SEE ARCHITECTURAL ORAWIN65 FOR ADO'L WALL GON5TRUGTION REQUIREMENT5. 6. ALL EXTERIOR WALL5 ARE GON5IDERED 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 OPENINC25 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LON6 AS THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 ED6E NAILIN6 REQUIRED AND OCCUR 16" MINIMUM FROM THE ENDS OF THE 5HEARWALL. 1. ALL 5HEATHIN6 PANELS TO MEET U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 WITH 3%, 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 5HEATHIN6 22 �% EXP05URE 1 05B OR PLYWOOD PEf I IC. PPnnl l('.T G,TAAInEbn PSI nQ Pc,-) nv APA 10PP-In9, 11• ACCORDANCE WITH THE UL DE516N5 SPECIFIED. Window $ Door Allowable Wind Pre55ure5 140 MPH Wind Zone ExI205ure B®® OPENIN6 51ZE INTERIOR ZONES END ZONE5(D 8' Garage Door +18.5 P5F/-20.q P5F +18.5 P5F/-20.1 P5F 16' Garage Door +11.1 P5F/-Iq.1 P5F +11.1 P5F/-Iq.1 P5F 10 SOFT. +21.2 P5F/-22.q P5F +21.4 P5F/-28.3 P5F 20 SOFT. +20.2 P5F/-22.0 P5F +20.2 P5F/-26.4 P5F 50 SOFT. +lq.O P5F/-20.8 P5F +lq.O P5F/-23.q P5F 100 SOFT. +18.0 P5F/-Iq.e P5F +18.0 P51'/-22.0 P5F 500 5QFT. +15.8 P5F/-11.6 P5F +15.8 P5F/-11.6 P5F End Zone is defined as the smaller of 10% of least horiz. dim. or 40% of mean roof height. ®Pre55ure5 have been derived from 2020 FBG Table R301.2(2). ®Pre55ure5 Charted here are allowable pressures and have been reduced per A56E 1-16 section 2.4.1 from ultimate pre55ure5. Divide allowable pre55ure5 above by a factor of 0.6 for ult. pre55ure5. ROOF FRAMING • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 1/16' MIN. 056/PLYWOOD 5HEATHIN6 24/16, EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"xO.113" RIN6 SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL E06E5 d ® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRA6 TRUSSES w/ RING SHANK NAILS 0 3" O.G. (U.N.0). 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. • TRUSS ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW W 51MP50N VTGR GLIP5 o 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLESS OTHERN15E NOTED. • ERECT AND INSTALL ROOF TRUSSES PER WTGA $ TPI'5 BG51 I GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6 4 BRACING OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRUSS SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH d SHORT SPAN ROOF TRUSSES w/ 2x4 LED6ER FASTENED TO FRAMIN6 w/(2) 3"xO.131" NAILS o 16" O.G. UPL I PT CONNECTORS BEARIN6 CONDITION TRU CONNECTOR LENG6TT H < 15' 51MP50N H2.5T 51N6LE ROOF TRU55 BEARING ON > 15' 5IMP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRU55 BEARIN6 ON ALL 51MP50N HT520 WOOD STUD WALL/WOOD BEAM SINGLE ROOF TRU55 OR PORCH ALL 51MPSON HETAI6 BEAM BEARIN6 ON GMU WALL ROOF G.T., FLUSH BEAM OR ALL (2) 51MP50N HETAI6 FLUSH 63. BR6. ON GMU WALL ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR AS LISTED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF REGORD TO OE516N THE UPLIFT GONNEGTOR5 PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION". W HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENT5 OF A5GE-1-16. ALL UPLIFT GONNEGTOR5 AND LOADS PER TH15 DRAWING SHALL SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR 5PECIFIGATION5 AND LOADS 5HOWN ON THE SHOP CARDS. LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ BEARING WALL ABOVE • BEAM /HEADER • LOCATION AND EXTENT OF 5HEARWALL I:.:::::::I EXTENT OF OVERFRAMIN6 • - - -INDIGATE5 1/8"A" 5AW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE SOLID BLOGKIN6 UNDER P05T OR JAMB ABOVE. 6ENERAL STRUCTURAL NOTES ' DE516N 15 BASED ON 1th EDITION (2020) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON NOS, "NATIONAL DE516N SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DESIGN LOA1?5: ROOF LIVE = 20 P5F DEAD = 1 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 5TAIR5 4 DEGK5) = 30 P5F ® 5LEEPIN6 AREAS = 50 P5F ® 6ARA6E = 200 # POINT LOAD ® GUARDS/HANDRAILS = 50 P5F ® GUARD IN -FILL GOMPONENT5 DEAD = 10 P5F (20 P5F TOTAL ® TILE) WIND ULTIMATE WIND SPEED 4 EXP05URE A5 LISTED RISK GATE6ORY 11 GENERAL FRAMING • EXTERIOR WOOD STUD BEARING WALL5 SHALL BE 2x 5PF#2 OR 5YP#2 o 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARING WALL5 SHALL BE 2x 5PF OR 5YP 'STUD' 6RADE LUMBER o 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x 'STUD' 6RADE MEMBERS 5PAGED o 16" O.G. (MAX.). • ALL NON -BEARING INTERIOR STUD WALL5 SHALL BE CONSTRUCTED WITH 2x '5TUO' 6RADE MEMBERS SPACED 0 24" O.G. (MAX.). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD d (1)2x KIN6 STUD, MINIMUM. - THE NUMBER OF 5TUO5 SPEGIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK 5TUO5 REQUIRED, U.N.O.. • ALL HEADERS, BEAMS $ 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 d HEADERS W/ 3-ROW5 OF 3"x0.131" NAILS ® 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FACE NAIL BUILT UP 2x POSTS W/ 3"x0.131" NAILS o 16" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FAGE5 0 3-PLY OR MORE CONDITIONS. • REFER TO GONNEGTION 5PEGIFIGATION5 TABLE FOR ALL GONNECTION5 (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALL5 w/ 1/I6" 056 FASTENED w/ 2Y2"xO.131" NAILS ® 6" O.G. ® E06E5 $ 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOCKING AT ALL UNSUPPORTED PANEL E06E5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE 50LID BLOCKING IN FLOOR SYSTEM UNDER ALL P05TS CONTINUOUS TO FOUNOATION/BEARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10" 6 p51 • LVL - Fb=2(900 psi; Fv=285 p5i; E=2.Ox10A6 p51 . FOR 2 d 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OF 5'W.131" NAILS a 8" O/G OR 2 ROW5)'4"x5,'2" 51MP50N 505 5GREW5 (OR 3)/2" TRU55LOK 5GREW5) o 16" O/G. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FA5TENIN6 AT BOTH FAGE5 FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/5CREN5 2" FROM E06E. 50LID 3Y2" OR 5Y4" BEAMS ARE ACCEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 8 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROWS OFY4"xb" 51MP50N 505 5GREW5 (OR 6 3/4" TRU55LOK 5GREW5) o 16" O/G. USE A MINIMUM OF 4 ROWS 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 AGGEPTABLE. • ALL INTERIOR WALL 5TUD5 IN CONTACT w/ GMU WALL5 SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LON6 TAPGON5 o 24" O.G. FLOOR FRAMIN6 • I-JOI5T5/TRU55E5 SHALL BE OE516NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HANGERS SHALL BE SPECIFIED BY I -JOIST /TRU55 MANUFACTURER, UNLE55 OTHERN15E NOTED. • I-JOI5T/TRU55 SHOP OW65. SHALL BE SUBMITTED TO ARCH. $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY • FLOOR 5HEATHIN6 SHALL BE 23/32" GONFORMIN6 TO P52-04, 24" O.G., EXPOSURE I, TON6UE AND GROOVE ED6E5, FASTEN 5HEATHIN6 TO FRAMIN6 MEMBERS W/ 6LUE AND 3'W.131" NAILS 6" O.G. AT PANEL ED6E5 $ 12" O.G. AT INTERMEDIATE SUPPORTS. TYPICAL STAIR GON5TRUGTION NOTES • (3) 51N6LE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR LANDING, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM w/ (I) 51MP50N A35 CLIP AT EACH STRINGER. • FASTEN 2x6 P.T. PLATE TO GONGRETE SLAB w/ (3) %," DIA. x 3 Y2" LON6 TAPGON5. • FASTEN END 5TRIN6ER5 TO ADJACENT WALL5 w/ (2) 3x0.131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE 3/4" FLOOR DEGKIN6 ON R15ER5 AND I" FLOOR DEGKIN6 ON TREADS. • SEE STAIR FRAMIN6 SECTION FOR MORE INFO. %al?r `NsF i,`c'' *: : :* T S - • TE OF � QZ. : •O •�A' 1141. 0 N A L �N,,��� © copyright, MU' 111 `& KU� 20ZI struZ'll�Tal'Engineering, Inc. oCD z JUJ w w z �e- Z w J a Zt- CU W� t` W = JH z W 0 y W IV M&K project number: 068-2001 1 project mgr: drawn by: issue date: JSB DR 09-30-21 REVISIONS: date: initial: sheet: 'Q Q 0 ,i LL-, v Z x CL U) d W r'Q V 'Q LO W Oz J J S140.0 (J 0 0 r- 0 I• 0 N 2 5D-I 07 35'-0" 15'-0" 12'-0" LANAI SLAB: 3 f'2" GONG. SLAB ON GRADE (2500 P51 N MIN.) w/ 6x6-W1.4xNI.4 12" WIDE GONG. I a% MESH OR FIBER ME5H TURNDOWN EXTENDED ILUI ON q5% COMPACTED MIN. 12 BELOW GRADE I I FILL OR VIR61N 501L. I 2 I q I 2 HVAG 5D-I I SD -I y" STEP 5D-I I SD -I UNIT 3 2 01 18'-8" 6'-2" I 10'-2" I I I I I I I 5.6.D. REGE55 PER I 0 I MANUFACTURERS I INSTRUCTION I I I I • I I I I i I I I I NOTE: REFER TO BLOCK I • PLAN FOR ALL DOWEL LOCATION DIMEN510N5. I I I I I• •I I I I i I I i I I • I I I I � I I I. I • ( I I 18'-011 00 1 III -Oil Of 5D-I •----- —�-3"STEP y2 ---- --L 3 y2" STEP 4 1 I 6 I 6ARA6E 5LAB: I • I 3 y2" GONG. 5LAB ON GRADE I I • I (2500 P51 MIN.) W 6x6-WI.4xWl.4 MESH OR FIBER MESH OVER 6 1 • • • • MIL. POLY ON q5% COMPACTED FILL OR VIRGIN 501L. I I I ' I w D- I •• .. v 2 5D-1 I• n 5LA5 PLAN LEGEND • ® INTERIOR BEARING WALL . _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL EXTENT OF OVERFRAMIN6 — — —------1NDI6ATE5 I/8"xl" 5AW GUT GONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE (SEE 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 8 SCHEDULES N 8 TI Q . `• ORS ON �h� ANAL E,Nt���` © copyright���1�ULP Structural Engin ft if Inc. 5 2021 a C.D z_ LU W �W z z w -..1 a a F— ,n U . -lr L cm, Eoc W� 3� .5 3: Q. mi z W 0 Y y W C m N n IV M&K project number: 068-2001 1 project mgr: ,J S B drawn by: D R issue date: 09-30-21 REVISIONS: date: initial: sheet: a C Q A O J J L` W � Ca z O Fr � a W 4 Ln J a Iil U = u�i u�i W o z J J 35'-0 5'-0'I Ili SCALE: 1/4"=1'-0" (22x34 SHEET) SCALE: 1/6"=1'-0" (IlxI1 SHEET) Fm iloo <J n 1 35'-0" le 51-411 i. 4'-611 �. 41-511 ' ij 1-511 i, 61-211 2'-61I I. 41-6" I, 31-2II ' O I f LEGEND oouuoo • • • I-_ _ _ _ � BEARIN6 WALL ABOVE • BEAM / HEADER • � � M LOCATION AND EXTENT OF 5HEARWALL EXTENT OF OVERFRAMIN6 a---- _. ------INDIGATE5 1/8"A" 5AW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE ED (5EE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 501-I0 13LOGKIN6 UNDER P05T OR JAMB ABOVE. MASONRY LINTEL PETA I L5 REINFORGEMENT MARK DE516NATION TOP BOTTOM 5HEAR REINFORCEMENT MEH 8F8-013/OT ----- ----- MB-2 8F8-IB/OT ----- (1) #5 M13-3 8F16-I13/IT (1) #5 (1) #5 MB-4 5RF14-IB ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S CONCRETE. N07E5: I. ALL LINTELS W 5PAN5 GREATER THAN 14'-0" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REQURIED. 3. ALL LINTELS 5HALL HAVE 4" MINIMUM BEARING U.N.O. T GUT OR MODIFY PRE5TRE55ED LINTELS. EINFORCEMENT 5HALL BE GRADE 60, Fy=60 ksl NTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. LIALL NTEL5 ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW MA50NRY LINTEL A55EMW E5 5EE 5GHEOULE AND 5PEGIFICATION5 FOR ADD'L INFO I = �a— MIN. 0) GOI1R5E/BOND I I ++— MIN. p1 COIIR5E/BOND I L4J i BEAM ABOVE LINTEL I L4J I BEAM ABOVE LINTEL " fiR011T bROIIT BOTTOM REINF. p PRECAST LINTEL W PRECAST LINTEL W EMBEDDED REINF. t--& EMBEPM REINF. MB-1 MB-2 r--�� TOP G01,IRSE, IF L4J}— iTOP -SE, IF L 114J�— REQT) PER ARCH. I REQD PER ARCH. -- J TOP REINF. OR CONT. CONE. BOND BEAM BOND BEAM REINF. REINF. AS READ 6ROIfi 6ROUT BOTTOM REINF. BOTTOM REINF. a PRECAST LINTEL W PRECAST LINTEL ml ---�--�- EMBEDDED REINF. B 18EDDE 7 REINF. M13-3 2 N MB-4 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES & SCHEDULES �.- y : • . S LIC *I /V =0 STr � r i :T F ��`` TT U copyright: MULHERP�JLP 5 2021 Structural Engineering, Inc. z JLU w W z z W Q Z F- U WF- W Ja W H W Iv a `m .o a • c E 03 mZ3 < I— W CM 0 e m c� N M&K project number: 068-200 1 1 project mgr: J S B drawn by: DR issue date: 0 9-3 0-2 1 REVISIONS: date: initial: T" ICI t� MB-1 MB-1 J o LL w I I _ z 0 0 � a 0 u.1 a flI w �a o o U r- f-- r- MB-3 V d .o .� O �' � � � z 4„ 1/ 1-011 I I-411 51-011 1-411 2'-10" 3'-211 41-011 N 0 CCII M BLOCK PLAN SCALE: 1/4"=1'-0" (2244 SHEET) SCALE: 1/6"-I'-O" (IIxI1 SHEET) sheet: Fm2.0 el PPAP I AMAI r7PnPPPi7 RPAMr— OF 2) C I 6 N 11 LEGEND • = = _ _ = BEARIN6 WALL ABOVE • BEAM / HEADER • — � m LOCATION AND EXTENT OF 5HEARWALL I: :I EXTENT OF OVERFRAMIN6 •---- — - -- ---. INDICATES 1/8"A" SAN GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HAN6ER INDICATES P05T ABOVE. PROVIDE SOLID BLOGKIN6 UNDER P05T OR JAMB ABOVE. ROOF FRAMING • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF 5HEATHING SHALL BE 1/16" MIN. 0513/PLYNOOD 5HEATHIN6 24/6, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.113" RING SHANK NAILS (R5R5-01 OR EGUIV.) ® 6" O.G. AT PANEL ED6E5 4 ® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END d DRAG TRU55E5 w/ RINS 5HANK NAILS ® 3" O.G. (U.N.0). PROVIDE BLOCKING ALON6 PANEL ED6E5 AT FIRST 2 TRU55 BAY5 FROM 6ABLE END. PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED EDGES. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND GONTINUOU51—Y UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR GLIP5 ® 24" O.G. • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRUSS MANUFACTURER, UNLE55 OTHERN15E NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER WTGA 4 TPI'5 BG51 I GUIDE TO 600D PRACTICE FOR HANDLING, IN5TALLIN6 4 BRAGIN6 OF METAL PLATE CONNECTED WOOD TRU55E5." • ROOF TRU55 SHOP ON65. SHALL BE SUBMITTED TO ARCH $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH r€ SHORT SPAN ROOF TRU55E5 W 2x4 LED6ER FASTENED TO FRAMIN6 w/(2) 3"xO.131" NAILS ® 16" O.G. UPL I r—T CONNECTORS BEARIN6 CONDITION TRU55 CONNECTOR LENGTH < 15' SIMPSON H2.5T SINGLE ROOF TRU55 BEARING ON > 15' 51MP50N HIOA WOOD STUD HALL/WOOD BEAM ROOF 61RDER TRU55 BEARIN6 ON WOOD STUD WALL/WOOD BEAM ALL 51MP50N HT520 51N6LE ROOF TRU55 OR PORCH ALL 51MP50N HETA16 BEAM BEARIN6 ON GMU WALL ROOF 6.T., FLUSH BEAM OR ALL (2) 51MPSON HETAI6 FLUSH 6.T. BR6. ON GMU WALL ALL 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 GONNEGTOR5 PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N 5TANDARD5 FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN ACCORDANCE WITH THE REOUIREMENT5 OF A5GE-1-16. ALL UPLIFT GONNEGTOR5 AND LOADS PER TH15 DRANIN6 SHALL SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR SPECIFICATIONS AND LOADS 5HOWN ON THE SHOP CARDS. REFER TO S—O.O FOR TYPICAL STRUCTURAL NOTES Q SCHEDULES 61 ,LG N 7 4 : 0 S T OF : Q 0 %�•• ,0 R l'D \ N`A © copyright: MULHERN 6alLl( 52021 Structural Engineering, Inc. CD JLW LWz W W Z c (D z W a J Q 5 � Z= A c E ac W� cn �Q0 J� NCD LU y W mpp t% O N � c+o n. M&K project number: 068-2001 1 project mgr: ,.J S B drawn by: p R issue date: 0 9-3 0-21 REVISIONS: date: initial: q) cz•p" ° o fx CLU O J 5TRUGTURAL 6ABLE END HIP 61j�DER TRU55 � �'" --Ld ------- - — nn L.L. Q Z a. I �33 5D-2 � � -----------------------------I--------------- SD-2 < -------------- i I w U) I I.L 5TRUGRAL' 6ABLE ND HIP C61RVER TRU55 I 5D-2 TU =7 0 L0 U) J J _.... - — _ _.......... ROOD FRAM I NG PLAN SCALE: I/4"=1'-0" (22x34 SHEET) SCALE; 1/8"=1'—O" (110 SHEET) sheet: Sm 1.3 e) <J FILLED CELLS 16"x8" THICKEN E06E H/ (2) #5 GONT. THICKENED EDGE @ &ARA67E DOOR DETAIL 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W HOUSE SLAB FOUNDATION DOWEL MIN. (5EE PLAN) 30" GROUT CELL SOLID Q 4 0 GRADE 11 I=I I M I I= _ _ I I —I I —III —I -III—III—�I III °� <° °f ll—III—III—III= III —I I f. I —III —III —I � --mot 'I I LI I m l l I I II I III I ILI I I 11111- ' I=1 I 4 I I hrfil(1) #5 DOWEL W/ 6" HOOK AT I —_I I ALL VERT. HALL REINF. ' I I (5EE PLANS FOR LOGATION) GLEAN COMPACTED 11, ; ,111 1 j 111111 I I 1—l FILL o q5� HI TH MONOLITHIC FOUNDATION STANDARD DEN5ITY W/ (2) #5 GONT. ON CHAIRS 2-STORY: I -4 HIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE H/ (2) #5 BARS POOTING SECTION W/ BLOCK DETAIL SCALE: NT5 �2 SCALE: MS 8" GMU BLOCK 11 8" HIDE CONT. G BOG GONG. CURB BEYOND (1) #5 VERT. FROM FT6. EXTERIOR DOOR TO BOND BEAM. LAP W FOUNDATION DOWEL —mow, GARAGE SLAB MTL. THRESHOLD —� MIN. 30" GROUT CELL } (5EE PLAN) SET IN SEALANT SOLID PAVERS cz 4. 4 4. d' (5EE PLANS) d _I I f-1 I I-1TI-1 11= dZI, O GRADE _ 9 4 ° III —I I—) 1=1I11=1 I� 1IMIII � I —I I_ III—IIIII—I—I I1-' III=III-d —I I I —I -3 I1=1 I° d 4° 1=1Il—III—I I I- '-1 11=1 o � l I It `'I- I —I r—ll— :. d. I -_ 1) #5 DOWEL H/ 6" HOOK AT 11 M _ I l 1—lIl—I ALL VERT. WALL REINF. III= 1 I I� Il illl i i i III i i—i l I i I l' (5EE PLANS FOR LOCATION) GLEAN COMPACTED --' FILL o q5% HI TH MONOLITHIC FOUNDATION STANDARD DENSITY H/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" HIDE W (2) #5 BARS 1-5TORY: 1'-0" WIDE H/ (2) #5 BARS GARACGE CURB DETAIL � SCALE: NT'3 8" GMU BLOGK--_. BEYOND EXTERIOR DOOR— MTL. THRESHOLD --\ SET IN SEALANT PORGH/PATIO/LANAI SLAB OR PAVERS (5EE PLANS) ----\ GLEAN COMPACTED' FILL o q5% STANDARD DEN5ITY AND TERMITE TREATED 2-STORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" HIDE N/ (2) #5 BARS EXTERIOR OUTSW I NG I$ 56D POURED 51 LL5 DETAIL R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) I � mW W_ MONOLITHIC FOUNDATION H/ (2) #5 GONT. ON CHAIRS GLEAN COMPACTED` FILL o q5% STANDARD DENSITY AND TERMITE TREATED ' III III=III- —III —I 4 .,°., e d �411111111111111� I —III —III; � 1-111- R4.1 F I -FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) MONOLITHIC FOUNDATION W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS -STORY: 1'-0" HIDE N1(2) #5 BARS ENTRY DOOR DETAIL 6 SCALE: NT5 8"x8" THICKENED — SLAB H/ (1) #5 CONT. PATIO/PORGH/LANAI SLAB (5EE PLAN) TH 1 CKENED EDGE DETAIL WALE: NM 8" GMU BLOCK- (1) #5 VERT. FROM FT6. 1 BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 50" GROUT CELL SOLID PORGH/PATIO/LANAI SLAB OR PAVERS (5EE PLAN) 'd r� I �i EXP JOINT - V R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) ° 4 tl 1=III III=1I1= =III=III=1 °—III_III_III I1 _351° I I=1TI=�fi1-(U #5 DOWEL H/ 6" HOOK AT III III- ALL VERT. HALL REINF. 1 1 1 I=III=1 1=1r�j1 11=(5EE PLANS FOR LOCATION) GLEAN COMPACTED -,, FILL o q5% MONOLITHIC FOUNDATION STANDARD DENSITY WI TH H/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE vw/ (2) #5 BARS 1-5TORY: 1'-0" WIDE H/ (2) #5 BARS EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL SCALE: NT5 Y2" GYP. BD. EA. SIDE OF 2x4'5 o 16" O.G. Y2" J-BOLTS 6" FROM EA. END OF WALL AND SPACE o 32" O.G. 211 L (6" MIN. EMBED) —QW, STUD PLATE TIES PER PT BOT. PLAN o STUD TOP 4 PLT. BOT. fA4: 4 4, fd (2) #5'5 CONT. H/ —/ 81' 811 3" MIN. CLEAR UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON HALLS NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. HALL WHIGH REQUIRE SUCH HARDHARE HILL BE SPECIFICALLY 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 CELL 50LID zx RAVE I I=III=111=1 - O GLEAN COMPACTED FILL o q5% STANDARD DEN5ITY R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) 4 b 4 I I —III —I I I 4� .,q. f II —III —III —II I - GH�SE DET,� I L 8 SCALE: NT5 a 1'T—+1�=- PVG CHASE 5LEEVE TO BE I I I —I 11=1 TWIGE THE DIAMETER OF =111=� 1 III1 1 1I I PROTECTED PIPE �I TH MONOLITHIC FOUNDATION W/ (2) #5 GONT. ON CHAIRS -5T RY: 1'-4" HIDE W (2) #5 BARS 1-5TORY: 1'-0" HIDE W/ (2) #5 BARS ��tttltl/1►+�/r �, deal: 7NT82 �-33' ST TE F ' �` ° t� • . �� SI O N At- 1eNG © copyright: MULHERN �_ 52021 Structural E ring, Inc. aCD Z IIIIIIIIJ cc W w ZCD Z Z w a Q � oc Z A14 c.� d. g UjF- w cn °° E Q j A a r. � � o t»» »Jz :9 W m y W oC j � o. IV IV M&K project number: 068-200 `I 1 project mgr: ,J S B drawn by: DR issue date: 09-30-2 `I REVISIONS: date: initial: sheet: tin Cz CU cz SCALE: NT5 SD-1 FASTEN ROOF SHEATHING TO FASCIA WITH 2 3/e"xO.113" RING SHANK NAILS ® b" O.G. -� w irl 2xb FA5GIA ET -SEE ARCH 8" GMU BOND BEAM IN (1) #5 GONT. 8" REINF. GMU WALL -SEE PLAN FOR VERT. 4 HORZ. REINF. SPECS ROOF TRUS -SEE PLAN (2)3 Y2'x0.131" 8" GMU BONC (1) #5 BAR5 C 8" REINF. GM -SEE PLAN F d HORZ. REINF. 5PI=G5 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 UPLIFT GONNEGTOR, REFER TO TYPICAL RETROFIT DETAIL P. SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR i GONNEGTOR 5PEGIFIGATION5 1 SECTION SCALE: 9/4"=1'-0' ` PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF.) EACH TRU55. VERT WALL REINF, TO EXTEND INTO BOND BEAM 2 3%,"xO.113" RING SHANK O�UET ION9/4"=I'-0' 2x4 FLAT BLOCKING ® 16" o.c. FASTENED TO BOND BM. w/Y4" DIA. x 5V4" TAPGON (2)3 Y2"xO.131" VERT WALL REINF. TO EXTEND INTO BOND BEAM BOND -BEAM i---GONTIN. PRECAST HEADER 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE GA5T-GRETE WINDOW SILL, WINDOW SILL, OR EQUIV. OR EQUIV. DOUBLE WINDOW MASONRY PIER DETAIL SCALE: NTS TRIPLE WINDOW SIM. 2x4 ® I6"o.c. FASTENED - TO GABLE END TRU55 w/ (2)3"xO.131" TOENAILS. GABLE END VERTIGAL WEB REINFORCING AS REQURIED BY TRU55 MANUF. 2xb 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 TRU55 TO P.T. SILL PLATE w Y4" DIA. x%" LONG 5D5 5GREW5 0 16" o.c. PROVIDE M015TURE BARRIER PLATE BELOW WOOD MEMBERS ON GMU (PER TRU55 MANUF) 8" GMU BOND BEAM w/ (1) #5 BAR GONT. 8" REINF. GMU WALL -SEE PLAN FOR VERT. d HORZ. REINF. SPECS HIP G.T. ROOF TRUE ES -SEE PLAN — SECTION 5 xxa a4"•I-0" FASTEN SHEATHING TO 2x4- 15LOGKIN6 w/ 2 3/8"x0.113" RING SHANK NAILS ® 4"O.G. 2'-0" MIN ROOF 5HTG SHALL BE GONT. 24" MIN ONTO.ROOF 2x4 BLOCKING w/ (3)3 Y4" x0.131" TOENAILS EACH END (4) 3 Y4"x0.131 " NAILS L2x4 BRACE w/2x4 T-BRACE, L PROVIDE 2x4 BLOCKING ® 4e SPACED ® 4'-0" O.G. MAX. O.G. IN FIRST (3) BAYS OF FASTEN 2x4 TO 'T' w/ 3 Y4"x0.131" ROOF TRU55E5-GUT TO FIT NAILS ® 12 O.G. TIGHT BETWEEN TRU55 BOTTOM (NOT REQ'D AT TRUSS HEIGHTS CHORDS AND NOTCH AROUND 4'-I" OR SHORTER) SILL PLATE FASTEN DRYWALL TO VERT WALL REINF. TO BLOCKING w/ 5GREW5 EXTEND INTO BOND BEAM /NAILS ®b" O.G. SECTION 2 SCALE: 9/4"=1'-0" VALLEY SET OVERFRAMIN6 FASTEN ROOF 5HTG. TO HIP G.T. W 2 %'xO.113' RING SHANK NAILS o b' O.G. UPLIFT CONNECTOR -SEE PLAN HIP JACK TRUSSES FASTEN EACH OVERFR TRU55 TO TRU55 BELO WITH (1) 51MP50N VTGR FASTEN BOTTOM CHORD OF G.T. ® 24" O.G. 8' GMU BOND BEAM w/J TO TOP OF WALL W 51MP50N (I) 5 BARS GONT HGAMIOKTA GLIP 0 48'O.G. (GONNEGTOR INCL D IN PACKA60 8" REIN. CM WALL VERT WALL REIN. TO -SEE PLAN FOR VERT. EXTEND INTO BOND BEAM d HORZ. REIN. SPECS TYP I GAL OVERFRAM I NG it LION K�ONNEGTI ON DETA I L BY WINDOW/DOOR MANUFACTURER SCALE: N.T.S. NOTES: PROVIDE SOLID SHIM BETW'N TRU55 d GONNEGTOR IF TRU55 LOCATED LE55 THAN I YY FROM CONNECTOR, WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF SHEATHING TO FASCIA WITH 2 3/5"x0.113" RING SHANK NAILS ® 6" O.G. 2xb FA561A -SEE ARCH REINF. MASONRY LINTEL/ BEAM - - SEE PLAN FOR SPECIFICATIONS. SECTION 3 SCALE: 9/4"=I'-0" ALL LAPS IN MA50NRY 25" - RUNNING BAR MAIN ROOF SHEATHING #5 BENT CORNER BAR MAIN ROOF TRU555 GROUTED CELL I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW/DOOR, FASTEN BUCK TO MASONRY W/ (1) ROW OF %6"x4" TAPGON5 6" FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM EDGE OF BUCK. 2. BUGK5 LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. STRUCTURAL CONNECTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN THI5 GA5E. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X BUCKED OPENING, USE (3) ROW5 OF 3"xO.I31" NAILS STAGGERED ® 12" O.G. EA. 5000E551VE BUCK. 4. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENT5 (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 WINDOW/DOOR MANUFAGTURER'5 SPECS. L WI NDONDOOR BUCK DETAIL n SCALE: NT5 TYP. CORNER PERT. WALL REINFORCING DETAIL SCALE: NT'S 2xbxl2" OR 2X8XI2"P.T. CENTER BUCK SEE UPLIFT CONNECTOR 5GHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS CONNECT EACH END OF MA50NRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL w/ 24" LE65 SEE UPLIFT CONNECTOR - SGHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS 8" GMU BOND BEAM W/ (1) #5 GONT. 8" REINF. GMU WALL - -5EE PLAN FOR VERT. 8 HORZ. REINF. 5PEG5 TRU55 OVERFRAMING PER PLAN —� 20 SECTION SCALE: 9/4"=1'-0" (1) #5 IN BOND BEAM I } ---------------- I PRECAST LINTEL, SEE PLAN FOR 5PEGIFIGATION VERTICAL REINFORCEMENT PER PLAN (1) #5 VERTICAL IN GROUT FILLED CELL (IF REQ'D PER PLAN) NOTE: ALL HOOKS AND SPLICES TO BE GON5TRUGTE0 AND 51ZED PER NOTES RT. REINFORCING DETAIL E: NTS Q�VT S NOTE5: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). 2. PROVIDE %" DIA. HOLE FOR SEE TYP. FOUNDATION OF OPENING DOWEL, SLOW OR BRUSH GLEAN. DETAILS FOR ADDITIONAL 3. FOLLOW MANUF. INSTALLATION INFORMATION NOT SHOWN INSTRUCTIONS. HERE FUTURE 8" GMU BLOCK #5 VERT. BAR TO BE 3/e° DIA. ANCHOR DRILL b" INTO EXI5:—\j I g LOCATED PER PLAN SLAB, EPDXY d DRIIN GROUTED CELL #5 DOWEL, PROVIDE MIN. I 2X4 P.T. TOP BUCK 50" LAP SPLICE N I I _z 2X6 OR 2X8 P.T. BUCK I I I EACH 51DE OF OPENING -VERIFY CONN. REQ'MT w/ a DOOR MANUFACTURER Z6 � I ' PROVIDE (5) 3/e" DIA. J-BOLT W/ 5 Y2" GRADE I 1=III-1 I-1 11-1 I I. EMBEDMENT AT EACH DOOR BRACKET,I- EACH SIDE OF DOOR. PROVIDE I Y2"x3�(e' p -1 1—III—III 1—I 1 I-1 1- ;I1161F,,,,; 111� 111- THICK WASHER W/ EACH ANCHOR (15T BOLT = TO BE 8" MAX ABV. CURB REST EQUALLY SPACED APPROXIMATELY 24" O.G.) - START BOLTS AFTER GARAGE CURB W' MAX.) OOR BUCK DETAIL @�67ARACvE SC M 155ED DOWEL RETROFIT DETAIL SCALE: NT5 SIM. • GNU STEM FOR DROPPED 6RADE �P.•�� G E Iv 5, 4.1 N �� F � Q cgpVright : kliERN & KULP 20�1 Structural En *4 Inc OOF TRU55E5 PER PLAN o CD 0 Z J� W w Z PROVIDE M015TURE BARRIER CD `- PLATE (PER TRUSS MANUF.) ® '-'-' °a - EACH TRU55. + Q ac CID EE E VERT WALL REINF. TO I-_¢ $ EXTEND INTO BOND BEAM a It = o� F- z1 w UJ °° E J� Q� z v W p o y m LU O ~ �a M&K project number 068-2001 1 project mgr: J S B drawn by, D R issue date, 0 9-3 0.21 REVISIONS: date: initial: 4xb P.T. P05T PROVIDE (1) SIMPSON L5TAI8 STRAP ON EACH EXTERIOR FACE OF POST, q" MIN END LENGTH DROPPED BEAMS PER PLAN REAR WOOD LANAI TYP. BEAM TO POST CONN. SCALE: 9/4"=1'-0' SEE DETAIL I ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT 5HOWN HERE -FASTEN EA. ROOF TRU55 TO GMU w/ 51MP50N M5TMIb TNI5T STRAP. LQ FASTEN STRAP TO GMU wl (4) Y4" DIA. x 2 Y4" LONG TITEN 5GREW5 - PROVIDE MOISTURE BARRIER < PLATE (PER TRU55 MANUF.) ® EACH TRU55. i _ i n - PROVIDE 2x FLAT BLOCKING FIT TIGHT TO ROOF TRUSSES ® EVERY OTHER BAY 0 FASTENED TO GMU w/ (3) Y4" DIA. x 3 Y2" LONG TAPGON5. FASTEN BLOGKIN6 TO ROOF TRUSSES w/ (2) 3 Y4"xO.131" NAILS ® EA. END. N< RETROFIT DETAIL P SCALE: 9/4"=I'-0" LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAIL5 ARE PLAN TH 15 HOME i 5HALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REOU I RED ALL APPLICABLE AREAS. THESE WHERE 5PEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. sheet: U) Z idrr, v! < U) J r'Q V Lo � � z_ J J SD-2 a a PERMANENT ROOF TRU55 BRACING NOTE5: (SINGLE FAMILY HOME OR TOWNHOUSE GON5TRUGTION, WITH ROOF TRU55E5 5PAGED NO MORE THAN 24" O.C) I. WOOD TRU55E5 SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENT SAFETY INFORMATION 0651) 'GUIDE TO 600D PRACTICE FOR HANDLING, IN5TALLIN6, RE5TRAININ6 4 BRAGIN6 OF METAL PLATE CONNECTED WOOD TRU55E5," (2008 EDITION). 2. TOP CHORD 13RAGIN6: TOP GHORD5 SHALL BE BRACED BY DIRECT -APPLIED PLYWOOD/0513 SHEATHING. • IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FA5TENED TOP CHORD, CONTACT MW FOR BRACING 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 MANUFAGTURER 5HALL INDICATE THE TRU55 MEMBER5 (WEBS, VERTIGAL5) THAT REQUIRE LATERAL BRAGIN6/RE5TRAINT. a. 'T' OR V BRACE: WHERE BRAGIN6 15 REQUIRED A5 INDICATED ON SHOP DRAWIN6, UTILIZE 'T' OR 'L' BRAGE5 (REFERENCE BG51-53 FI6URE5 83-18 4 B3-Iq). SHOP APPLIED REINFORCEMENT PER BC51-133 FI6URE5 53-22 I BG-23 15 ACCEPTABLE. • 'T' I 'L' REINFORGIN6 MATERIAL SHALL MATCH THE 51ZE OF THE WEWERTIGAL MEMBER. • 'L' I 'T' REINFORGING TO BE A MINIMUM OF c10% OF THE LENGTH OF THE WEB/VERTIGAL MEMBER. • FA5TEN 'L' OR 'T' REINFORGIN6 TO WEB/VERTIGAL W/ Ibd GUN NAILS (0.131x3 I/2") AT 6" O.G. b. GONTINUOU5 LATERAL BRACING ALTERNATE: WHEN THREE (3) OR MORE 51MILARLY CONFIGURED ROOF TRU55E5 ALIGN, GONTINUOU5 ROWS 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. ROWS 5HALL BE LAP 5PLIGED ONE TRU55 BEYOND IN EACH DIRECTION. 5EGURE BRACE TO EACH TRU55 GOMPRE5510N WEB W (2) I6d GUN NAIL5 (0.1310 I/2"). • GONTINUOU5 LATERAL BRAGING 5HALL BE RE5TRAINED BY DIAGONAL BRAGIN6 (MIN. 2" THICK NOMINAL LUMBER 4 MINIMUM 5PF 15TUD' GRADE MATERIAL). THI5 BRACING 15 TO BE GONTINUOU5. PROVIDE ONE ROW OF DIAGONAL BRAGIN6 AT VERTICAL WEB MEMBERS OF TRU55E5 GLO5E5T TO EACH GABLE END WALL 4 ADDITIONAL DIA60NAL5 AT 20'-0" A5 REQUIRED. DIAGONAL BRACE NAILED TO OPPOSITE PROVIDE (2) I6d NAIL5 O 51DE OF WEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIRECT -APPLIED PLYWOOD/0513 ./i ROOF 5HEATHIN6 GONTIN. LATERAL BRAGIN6 TO LAP ACROSS MIN. (1) TR155 BAY A5 5HOWN 2x 5TRON6BACK (NOT REa'D FOR 5TRUGTURE) DIRECT -APPLIED PLYWD/05B GOMPRE55ION WEB (5LOPIN6 OR VERTICAL) GONTINUOU5 LATERAL BRACE ALTERNATE O (3) OR MORE ADJACENT 51MILAR TRU55E5 (5EE INDIV. TRU55 SHOP DRAWIN65 x FOR LOGATIONS) 2x 5TRONGBAGK MAY BE INSTALLED FOR GON5TRUGTABILITY ��Sz TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REab FOR STRUGTURE) DIRECT -APPLIED 616113 GEILIN6 SECTION B-B &THHATE MWO KM 0) OR MORE SWM TRI66M AM 6ROWW 0 WEB MEMBER REQUIRING BRACING A5 INDICATED BY TRU55 MANUFACTURER 2x 5TRON65AGK5 MAY BE INSTALLED FOR GON5TRUGTABILITY TO KEEP EVEN 5PACI% AT BOTTOM CHORD (NOT REOV FOR 5TRUCTURE) J 11 f LG L COMPONENT � GLADDIN6 PRE55URE ZONES Gomponent5 � Gladding Hind Pre55ure5 UP TO 140 MPH Wind Zone Exp. B, Ri5k Gat. II Endo5ed, 0.18 Int. Pre55ure Goeff. MEAN ROOF ZONE PRE550RE50 ZONE PRE55URE50 HT: 25 FT. (P5F) (P5F) ROOF (HIP) O +14A -26.6 2r +14A -36.8 20" TO 21" 2e +141 -36.8 +14A -36.8 O +14A -28.3 2r +141 -45.1 ROOF 2e +14A -28.3 0 +14A -45.1 (GABLE) 20• TO 2l• 2n +14A -45.1 0 +14A -53.6 [ 4 +21.2 -22.1 WALL5 O5 +21.2 -28.3 NOTE:Pre5sure5 charted here are allowable pre55ure5 and are permitted to be converted per A5GE 7-16 Section 2.4.1 to get an equivalent ultimate load Pre55ure. Divide allowable pre55ure5 by a factor of 0.6 to obtain ultimate pre55ure5. 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 TYPIGAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME 4 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 DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. l"n•nF1/ •'E N o TAT OF •'� © copyright : MULHERN & KULP Structurmeerin fi hg0 21 0 t.0 z JLU w w z N CD z r w0.. J Q � I-- � oc trn,e W� =� a m E ;. Z LU y W Q m Q N 7 M&K project number: 068-2001 1 project mgr: ,,J S B drawn by: D R issue date: 09-80-21 REVISIONS: date: initial: CU C � o J J LL. � W W Q z C) 0 x � a � W Q � U � � H _ Lr) can O Z ,U) J J sheet: PBSBP11 I P�p 3on � t� 0-es Tor3b`��