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Home My WebLink About36828 Yesler DrWE ej I ABBREVIATIONS AB ANCHOR BOLT MAS MASONRY A.F.F. ABOVE FINISH FLOOR MAT MATERIAL ADJ. ADJUSTABLE MAX MAXIMUM ALUM. ALUMINUM MC MEDICINE CABINET ANCH ANCHOR MECH MECHANICAL 4 ANGLE MIN MINIMUM @ AT MIR MIRROR ML MICRO LAM BD. BOARD M.O. MASONRY OPEN;N G 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 STRAN.0 BOARD COL. COLUMN OZ OUNCE CONC. CONCRETE 1/11 ONE ROD COND. CONDITION 1/S ONE SHELF CONT. CONTINUOUS CANT. CANTILEVER PC PRECAST CLG. CEILING PDS PULL -DOWN STAIR CM CROWN MOLDING PKT POCKET DOOR CR CHAIR RAIL PNL PANEL PLYWD PLYWOOD D DRYER PREFAB PREFABRICATED d PENNY PR PAIR DBL. DOUBLE PROJ PROJECTED DIA. DIAMETER PSI POUNDS PER SQUARE INCH DIR. DIRECTION PSF POUNDS PRE SQUARE FOOT DN DOWN P.T. PRESSURE TREATED DR DOOR DW DISH WASHER QUAD QUADRUPLE DWG DRAWING D.S. DOWNSPOUT REF REFRIGERATOR DTL DETAIL REINF REINFORCED REQ'D REQUIRED EA. EACH RNG RANGE E.J. EXPANSION JOINT R.O. ROUGH OPENING ELEC. ELECTRICAL R RISER ELEV ELEVATION FIND ROUND EQ. EQUAL R&S ROD AND SHELF EQUIP. EQUIPMENT EXP EXPANSION SC SOLID CORE EXT. EXTERIOR SCHEM SCHEMATIC EE EACH END SHLF SHELF SHT SHEET FD FLOOR DRAIN SHWR SHOWER FIN. FINISHED FLOOR SIM SIMILAR FND. FOUNDATION SH SINGLE HUNG FLR. FLOOR S.S. STAINLESS STEEL FP FIREPLACE STL STEEL FR FIRE RATED STRUCT STRUCTURAL FXD FIXED SUSP SUSPENSION FRM FRAME SGD SLIDING GLASS DOOR FTG FOOTING SQ SQUARE GA. GAUGE T TREAD GALV. GALVANIZED TB TOWEL BAR GC GENERAL CONTRACTOR T&G TONGUE AND GROOVE GEN GENERAL TEMP TEMPERED GYP. GYPSUM T.O. TOP OF GL GLUE LAM TR TOWEL ROD GLS GLASS TRPL TRIPLE TYP TYPICAL H HIGH HC HOLLOW CORE U.N.O. UNLESS NOTED OTHERWISE VERT VERTICAL HGT. HEIGHT V.L.I.F. VERIFY LOCATION IN FIELD HDR. HEADER HB HOSE BIBB W WASHER HORIZ. HORIZONTAL W/ WITH INSUL. INSULATION WC WATER CLOSET INT. INTERIOR WD WOOD WWM WELD WIRE MESH LAV. LAVATORY WpW WINDOW LT LAUNDRY TUB ff Vn an I OnTM Comp,�:)nles 90 Matawan Road ac- Matawan, NJ 07747 (732) 383-2200 ASHMERE ASPIRE ELEVATION "B" 36828 YESLER DRIVE ZEPHYRHILLS, FL 33542 TERMITE TREATMENT TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." LOT 043� AREATABULATION. ELEVATION 1 ST FLR A/C ENTRY GARAGE LANAI TOTAL UR „B„ —] 1,464 SQ. FT. 33 SQ. FT. 385 SQ. FT. 120 SQ. FT.. 2002 SQ. FT. , 3� � r�_,, 2-6 SUILDING DATA THESE PLANS HAVE BEEN PREPARED TO MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 7th Edition (2020) RESIDENTIAL w/ APPLICABLE SUPPLEMENTS OCCUPANCY: R3 BUILDING TYPE: VB SPRINKLED: NO DRAWING INDEX CS1 I COVERSHEET & BUILDING DATA CS2 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 ALL WORK SHALL COMPLY WITH PRE'VAlLiI' CODES FLORIDA SUILDiNG CODE, S-1.3 ROOF FRAMING PLAN NATIONAL ELErTPIC CODE, AND THE CITY OF ZEPHYRHILLS SD-1 FOUNDATION DETAILS ORDINANCES SD-2 STRUCTURAL DETAILS PBSB-1 STRUCTURAL DETAILS REVIEW DATE CITY OF ZEPH R PLAN EXAMINER HIL G FRI '`��'Q�••�G E N 7824 pT E F 10 N �P; cc W �-_m uj o >_ °I > m < 0 w01- U) U W w Q�wI_ _ � J > �crir � Y O I- Z LL00U) zzzF_z cr_ JC/)Q� W n- _ C- _3c)pOU =Z1-U) �I-Qz0 Q Pt O � a 0 0 0 U 0 c � MM 0 w A L 3 z 0� win"U) wa J > 1�1 � Orr� v! U w w w x X U) m< I U) W O in �Z aaaaa e, ee jai :lu_ r :NOV 22 2021 e, COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED:11/19/21 SHEET GS I z w V) z 0 J z T O r L z z r C r C r z ¢ z J C r Ij r Ij n A I r - GENERAL CONSTRUCTION NOTES DWELLING -GARAGE SEPARATION: R308.4.3 GLAZING IN WINDOWS R311.7.8.2 CONTINUITY ROOF ASSEMBLIES: GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A R302.5 DWELLING -GARAGE OPENING AND PENETRATION PROTECTION SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER R903.2 FLASHING OPENINGS AND PENETRATIONS THROUGH THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR FLASHINGS SHALL BE USED TO SEAL ROOFING SYSTEMS, WHERE THE SYSTEM IS INTERRUPTED OR THE GARAGE SHALL BE IN ACCORDANCE WITH SECTIONS R302.5.1 THROUGH R302.5.3. 1. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE FEET, SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 11/2 TERMINATED AND SHALL BE INSTALLED IN A MANNER THAT PREVENTS MOISTURE FROM ENTERING THE WALL AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE PERMEABLE MATERIALS AND AT 2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES ABOVE THE FLOOR, INCHES (38 MM) BETWEEN THE WALL AND THE HANDRAILS. R302.5.1 OPENING PROTECTION 3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES ABOVE THE FLOOR; AND INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES, EXCEPTIONS: R903.2.1 LOCATIONS NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED 5. MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. 1. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE TURN. FLASHINGS SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, WHEREVER THERE IS A CHANGE IN WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES (35 MM) IN THICKNESS, SOLID OR 2STARTING EASING OR STARTING NEWEL SHALL BE ALLOWED TURNOUT THE USE OF A VOLUTE, , , ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. WHERE FLASHING IS OF METAL, THE METAL HONEYCOMBCORE STEEL DOORS NOT LESS THAN 13/8 INCHES (35 MM) THICK, OR 20-MINUTE FIRE -RATED R308.4.5 GLAZING AND WET SURFACES OVER THE LOWEST TREAD. SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN PROVIDED IN TABLE R903.2.1 OR IN DOORS. GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, COMPLIANCE WITH RAS 111. SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE R311.7.8.3 GRIP -SIZE EXCEPTION: FLASHING IS NOT REQUIRED AT HIP AND RIDGE JUNCTIONS. R302.6 DWELLING -GARAGE FIRE SEPARATION THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL ANY STANDING OR WALKING SURFACE SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. THIS GRASPABILITY. R903.2.3 MEMBRANE FLASHINGS COMPLY WITH SECTION R302.5. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R702.3.5. SHALL APPLY TO SINGLE GLAZING AND EACH PANE IN MULTIPLE GLAZING. ALL MEMBRANE FLASHING SHALL BE INSTALLED ACCORDING TO THE ROOF ASSEMBLY MANUFACTURER'S THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE 1. TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT PUBLISHED LITERATURE. PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. EXCEPTION: GLAZING THAT IS MORE THAN 60 INCHES, MEASURED HORIZONTALLY AND IN A STRAIGHT I LESS THAN 11/4 INCHES (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL IS NOT R905.1.1.1 UNDERLAYMENT FOR ASPHALT, METAL, MINERAL SURFACED, SLATE AND SLATE -TYPE ROOF 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 TABLE R302.6 DWELLING -GARAGE SEPARATION THE EDGE OF A SHOWER, SAUNA OR STEAM ROOM. GREATER THAN 61/4 INCHES (160 MM) WITH A CROSS SECTION OF DIMENSION OF NOT MORE THAN 21/4 INCHES (57 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 MM). COVERINGS UNDERLAYMENT FOR ASPHALT SHINGLES, METAL ROOF SHINGLES, MINERAL SURFACED ROLL ROOFING, FROM THE RESIDENCE AND ATTICS R308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS SLATE AND SLATE -TYPE SHINGLES, AND METAL ROOF PANELS SHALL COMPLY WITH ONE OF THE FOLLOWING NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INCHES ABOVE THE 2. TYPE II. HANDRAILS WITH A PERIMETER GREATER THAN 61/4 INCHES (160 MM) SHALL HAVE A METHODS: FROM HABITABLE ROOMS ABOVE THE GARAGE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF STAIRS GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. THE FINGER RECESS SHALL BEGIN 4. TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT SHALL BE NOT LESS THAN 5/8 INCH TYPE X GYPSUM BOARD OR EQUIVALENT AND RAMPS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. WITHIN A DISTANCE OF 3/4 INCH (19 MM) MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE INSTALLED AS FOLLOWS: APPLY A 19-INCH (483 MM) STRIP OF UNDERLAYMENT FELT PARALLEL TO AND STRUCTURE(S) SUPPORTING FLOOR/CEILING ASSEMBLIES USED FOR SEPARATION REQUIRED BY THIS PROFILE AND ACHIEVE A DEPTH OF NOT LESS THAN 5/16 INCH (8 MM) WITHIN 7/8 INCH (22 MM) BELOW THE STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING AT THE EAVE, APPLY SECTION R308.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR NOT LESS THAN 3/8 36-INCH-WIDE (914 MM) SHEETS OF UNDERLAYMENT, OVERLAPPING SUCCESSIVE SHEETS 19 INCHES (483 MM); NOT LESS THAN 1/2-INCH GYPSUM 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. a R309.1 FLOOR SURFACE SYNTHETIC UNDERLAYMENT SHALL HAVE A MINIMUM TEAR STRENGTH OF 15 LBF IN ACCORDANCE WITH ASTM FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX: GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL. R312.1.1 WHERE REQUIRED D4533 AND A MINIMUM TENSILE STRENGTH OF 20 LBF/INCH IN ACCORDANCE WITH ASTM D5035, AND SHALL GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF OPEN -SIDED WALKING SURFACES, INCLUDING MEET THE LIQUID WATER TRANSMISSION TEST OF SECTION 8.6 OF ASTM D4869. SYNTHETIC UNDERLAYMENT R302.9 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR WALL AND CEILING FINISHES THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO STAIRS, RAMPS AND LANDINGS, THAT ARE LOCATED MORE THAN 30 INCHES (762 MM) MEASURED SHALL BE INSTALLED AS FOLLOWS: APPLY A STRIP OF SYNTHETIC UNDERLAYMENT THAT IS HALF THE WIDTH FLAME SPREAD AND SMOKE -DEVELOPED INDEXES FOR WALL AND CEILING FINISHES SHALL BE IN FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 24 INCHES (610 MM) HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD. OF A FULL SHEET PARALLEL TO AND STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING AT THE EAVE, APPLY FULL SHEETS OF REINFORCED SYNTHETIC UNDERLAYMENT, OVERLAPPING ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4. SUCCESSIVE SHEETS HALF THE WIDTH OF A FULL SHEET PLUS THE WIDTH OF THE MANUFACTURER'S EGRESS: R312.1.2 HEIGHT SINGLE -PLY OVERLAP. END LAPS SHALL BE 6 INCHES AND SHALL BE OFFSET BY 6 FEET. SYNTHETIC R302.10 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR INSULATION REQUIRED GUARDS AT OPEN -SIDED WALKING SURFACES, INCLUDING STAIRS, PORCHES, BALCONIES OR UNDERLAYMENT SHALL BE ATTACHED TO A NAILABLE DECK WITH CORROSION -RESISTANT FASTENERS WITH A FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH R310.2.1 MINIMUM OPENING AREA LANDINGS, SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN HEIGHT AS MEASURED VERTICALLY ABOVE MAXIMUM FASTENER SPACING, MEASURED HORIZONTALLY AND VERTICALLY, OF 12 INCHES (305 MM) O.C. SECTIONS R302.10.1 THROUGH R302.10.5. EMERGENCY AND ESCAPE RESCUE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 THE ADJACENT WALKING SURFACE OR THE LINE CONNECTING THE LEADING EDGES OF THE TREADS. BETWEEN SIDE LAPS, AND ONE ROW AT THE END AND SIDE LAPS FASTENED 6 INCHES (152 MM) O.C. FIREBLOCKING: 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 E',iERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS IN E136 REQUIREMENTS. A 6-MIL (0.006 INCH; 152 MM) POLYETHYLENE OR APPROVED VAPOR RETARDER WITH JOINTS LAPPED NOT ACCORDANCE WITH SECTION M1506.3. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R1003.19. 1. OPERABLE WINDOWS WITH OPENINGS THAT WILL NOT ALLOW A 4-INCH-DIAMETER (102 MM) SPHERE LESS THAN 6 INCHES (152 MM) SHALL BE PLACED BETWEEN THE CONCRETE FLOOR SLAB AND THE BASE CRAWL SPACE. 6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING TO PASS THROUGH THE OPENING WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. COURSE: OR THE PREPARED SUBGRADE WHERE NO BASE COURSE EXISTS. UNIT SEPARATION.. 2. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT M1502.4.5 DRYER DUCT LENGTH COMPLY WITH ASTM F2090. EXCEPTION: THE VAPOR RETARDER IS NOT REQUIRED FOR THE FOLLOWING: THE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE DETERMINED BY ONE OF THE METHODS R302.11.1 FIREBLOCKING MATERIALS 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES THAT 1. GARAGES, UTILITY BUILDINGS AND OTHER UNHEATED ACCESSORY STRUCTURES. SPECIFIED IN SECTIONS M1502.4.5.1 THROUGH M1502.4.5.3. EXCEPT AS PROVIDED IN SECTION R302.11, ITEM 4, FIREBLOCKING SHALL CONSIST OF THE FOLLOWING COMPLY WITH SECTION R312.2.2. 2. FOR UNHEATED STORAGE ROOMS HAVING AN AREA OF LESS THAN 70 SQUARE FEET (6.5 M2) AND M1502.4.5.1 SPECIFIED LENGTH MATERIALS. CARPORTS. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET (10 668 MM) FROM THE CONNECTION TO THE STAIRWAYS: 3. DRIVEWAYS, WALKS, PATIOS AND OTHER FLATWORK NOT LIKELY TO BE ENCLOSED AND HEATED AT TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUM 1. TWO-INCH (51 MM) NOMINAL LUMBER. A LATER DATE. LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN ACCORDANCE WITH TABLE Ml502.4.5.1. THE MAXIMUM 2. TWO THICKNESSES OF 1-INCH (25.4 MM) NOMINAL LUMBER WITH BROKEN LAP JOINTS. R311.7.1 WIDTH 4. WHERE APPROVED BY THE BUILDING OFFICIAL, BASED ON LOCAL SITE CONDITIONS. LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. 3. ONE THICKNESS OF 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS WITH JOINTS BACKED BY STAIRWAYS SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN CLEAR WIDTH AT ALL. POINTS ABOVE THE 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS. PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. THE CLEAR WIDTH OF WALL COVERING M1502.4.5.2 MANUFACTURER'S INSTRUCTIONS 4. ONE THICKNESS OF 3/4-INCH (19.1 MM) PARTICLEBOARD WITH JOINTS BACKED BY 3/4-INCH (19.1 MM) THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL BE NOT THE SIZE AND MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED BY THE DRYER PARTICLEBOARD. LESS THAN 311/2 INCHES (787 MM) WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 INCHES (698 R702.4.2 BACKER BOARDS MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE CODE OFFICIAL SHALL BE PROVIDED WITH A COPY OF THE INSTALLATION INSTRUCTIONS FOR THE MAKE AND MODEL THE DRYER AT THE CONCEALMENT 5. ONE -HALF -INCH (12.7 MM) GYPSUM BOARD. MM) WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. MATERIALS USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN INSPECTION. IN THE ABSENCE OF FITTING EQUIVALENT LENGTH CALCULATIONS FROM THE CLOTHES DRYER C 6. ONE -QUARTER -INCH (6.4 MM) CEMENT -BASED MILLBOARD. SHOWER AREAS SHALL BE OF MATERIALS LISTED IN TABLE R702.4.2, AND INSTALLED IN ACCORDANCE TABLE M1502.4.5.1 SHALL BE USED. 7. BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED MATERIALS R311.7.2 HEADROOM WITH THE MANUFACTURERS RECOMMENDATIONS.MANUFACTURER, INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE. THE HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN 6 FEET 8 INCHES (2032 MM) MEASURED M1502.4.5.3 DRYER EXHAUST DUCT POWER VENTILATOR 8. CELLULOSE INSULATION INSTALLED AS TESTED IN ACCORDANCE WITH ASTM El 19 OR UL 263, FOR VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF TABLE R702.4.2BACKER 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 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 AFLOOR-CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE THIS SECTION, DIMENSIONS AND DIMENSIONED SURFACES SHALL BE EXCLUSIVE OF CARPETS, RUGS OR ATTENTION GENERAL CONTRACTOR /BUILDER: AREA 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 1.CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 MM). R703.4 FLASHING REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF THE TREAD ABOVE AT APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE ARCHITECT, THE ARCHITECT SHALL NOT BE HELD 2.FLOOR FRAMING IS CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS.AS AN ANGLE NOT MORE THAN 30 DEGREES (0.51 RAD OPEN RISERS ARE PERMITTED FROM THE VERTICAL. ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE RESPONSIBLE. PROVIDED THAT THE OPENINGS LOCATED MORE THAN 30 INCHES ( 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: DRAFTSTOPPINOMATERIALS 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 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 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 .3 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 �♦ �5. EXCEPTIONS: GLAZED 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. 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 020f 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 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 CALCHVACULATIONS 1. WHERE THE GLAZING IS WITHIN 24 INCHES OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE R311.7.8.1 HEIGHT SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. DOOR IN A CLOSED POSITION. HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, PROTECTION AT THE HEAD AND SIDES. 1.2. IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER 2. WHERE THE GLAZING IS ON A WALL LESS THAN 180 DEGREES FROM THE PLANE OF THE DOOR IN A OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE PROFESSIONAL. PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR CLOSED POSITION AND WITHIN 24 INCHES OF THE HINGE SIDE OF AN IN -SWINGING DOOR. THAN 38 INCHES (965 MM). 1.3. IN ACCORDANCE WITH OTHER APPROVED METHODS. REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES 762 mm DEEP AND 30 INCHES (762 mm WIDE ( ) ) 1.4. IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. EXCEPTIONS: EXCEPTIONS: FMA/AAMA/WDMA 400. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING 1. DECORATIVE GLAZING. 1. THE USE OF A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED OVER THE LOWEST 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. #26 GAUGE (0.48 mm) SHEET STEEL OR OTHER 2. WHERE THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR TREAD. STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. AND THE GLAZING. 2. WHERE HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE CONTINUOUS TRANSITION 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 3. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR LESS IN BETWEEN FLIGHTS, TRANSITIONS AT WINDER TREADS, THE TRANSITION FROM HANDRAIL TO GUARD, OR 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. INCHES (76 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY WITH SECTION R308.4.3. 4. GLAZING THAT IS ADJACENT TO THE FIXED PANEL OF PATIO DOORS. 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 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. �luie1 a. 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DOORS LOCATED ADJACENT TO WALL B INTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. O co NT r �111/1111 ��` �•.•'G E N S p ' 0 N I 4 10 0 �+I 11 '-4" It �Ouj OF' >oCa0 uj F— ir CAUww a W ~Q CL J U) W w �zszZi=W w J Q J W 0- _ 2- !r _jcpOU ZZ)=ZLLCA �F—aZ❑ W O ' ^+ 00 cz N o O � 4 Ega-- Z 0 0 0 V 0 MM� 0 0 O w jCL vt U) 0 w ix LLM w x jj� v! o_ tn W Cn o d � G 06 a a a a a y N • � T F • (` �,®• � �'� Z021 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 11/19/21 SHEET A1.1 SCALE: 1 /4"=1'-0" ri 0 4" WIDE STUCCO d +1 I BAND I 4" \� I I �r +1 / ---� 4"WIDE STUCCO BAND WINDOW HEAD & SILL DETAILS SCALE: 3/4"=1'-0" 4" WIDE STUCCO BAND I +1 I 211 I GARAGE HEAD TRIM DETAIL SCALE: 3/4"=1'-0" 1 ROOF SHINGLES PER COMMUNITY SPECS. 35 SH 12 5 5:12 12� 5 0 12 5 I h� (2) 3068 *35 SH REAR ELEVATION SCALE: 1/4.'=1' 0• BLDG. HEIGHT h ROOF SHINGLES PER 5:12 COMMUNITY SPECS. ROOF SHINGLES PER \/ 12 COMMUNITY SPECS. 12 5 5 4" WIDE STUCCO BAND (+1) 2 6" FASCIA, TYP. T.O. MASONRY T.O. WINDOW T 1 4" WIDE co I I ' El El El mEl El �� ? STUCCO BANDco 4" WIDE STUCCO BAND (+1) El p El El m p *25SH CV FIN. FLOOR Qu I 16070 GARAGE DOOR 4" STUCCO 3068 1'-4" STUCCO BAND (+1) BAND RETURN FRONT ELEVATION SCALE: 1 /4"=1'-0" PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY TEXTURE BODY COLOR FINISH .ed•r::.. c•nt.•r`.. SAND TRIM COLOR FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) It W _ CC �:OOF- >o ao LU Z) 0 (!)UwW Q W 2 -j I� IL Y 0 I- Z �Ii00U) Lu ZZZF—Z i Q J W a-_ -i U) C) 0 _Q H Q z 0 n 0 a C, O �¢ Q O Vl 0 z O U � w w 0 w ct$ ra�, vl < 1-" w Z w O U O a a in W 0 t Z O F d o WZ aaaa� c �• . a: •u .: 2 2 20Z1 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 11/19/21 SHEET A2. I ROOF SHINGLES PER COMMUNITY SPECS. 12 5 I 12 5:12 911 I 91, I 5 0 5:12 I 12 J �5 T.O. MASONRY RIGHT ELEVATION SCALE: 1 /4"=1'-0" LEFT ELEVATION SCALE: 1 /4"=1'-0" PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE-5 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 C1063 (CURRENT EDITION) ,�y�111IIIItill FRItZ N S F•.� 24 • o E 0 F ,�p�• •�� O R �O.•', 1 ON smile J W Wz0� wwZ0 >oc¢0 W :D 0 - U) w Q = W ~ JUWW 0= cr. �y u- 0 0 Z Z Z H Z °Caa�_ W C_=c� �cno00 =ZLLcn �I-azo o cz-C) cz N (� n `J I. - Z a 0 0 0 �14 u Vl 0 Z O � L o � '--j j = li w w w w � A U) w w w x x U) m 0 It tn W U) O iv � o Z aa�aa .r r * d Nov 2 2az� COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED:11/19/21 SHEET A2.2 -1 1-1- —1 1 fill I'll i; I I H I! 1 1. 1 111 1 11 Ald I i I to ROOF PLAN SCALE: 1/4"=1'-0" ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 2002 SQ. FT. 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 Ir w OQ�- 5; < o w Q I- � VwO Q = W ~ _ J 5 Y Q H Z ILOOw ZZZF- J Q 2 J w5-2cra =ZO() �I—Qz� co CZ 0 vv � n Q O O � Q Q 0 0 0 j� V 1.1 Z MMim Iq 0 (L 0 � p w O w (t a. U) w w w x u) 0 En w 0 U) Zw o� 55� wZ aaaaa <P • * :CC W L 21 2021 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 11/19/21 SHEET A3. 1 0 BOTTOM OF LIN- @ 7'-4" A. ej BUILDING SECTION SCALE: 1/4"=1'-0" , BUILDING SECTION SCALE: 1 /4"=1'-0" 2 A5.1 V-1 onnC eulnl/l-1 CQ =0 flr%1ARA11A11TV T.O. MASONRN T.O. WINDO" FIN. FLR._ :a Of : tt 3E '2 I lilt 'i,p••� � F 10P• �'1`v cc W } _ cr �00E— } 5; 0 W F— cA(.)Ww QZ)wF- _ F- > J J (n W W D ir Y 0 F- Z ,6 L- 0 0 C/) zzzLLJ Lj- -j W d = W DC00 2FF---¢?o g V " I F- Z O Q 0 0 0 cu t 1 V Oi �....1 Z o U J W 0 � U) Vl w w wZMEN" ONE" w � U) O_ U) W N O � �Z A aaaaa', i i Nov 2 2 2021 COMMUNITY; LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 11 / 19/21 SHEET AS. I n 0 SEE SOFFIT AT RAKE (BEYOND) ROOF 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 TOP OF C.M.U. (REFER TO ELEV.) INSULATION AS I 2X ALUM WRAPPED FASCIA ----- BD. w/ALUM DRIP EDGE PER SPECS. 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" 1-STORY - MASONRY WALL 12 SEE ROOF PLAN UUuuLfL INSULATION PER COMMUNITY SPEC. SEE ENERGY CALCS. 1/2" (MIN.) CLG. BD. 1 x PT DRAPE BLKG ABOVE WINDOWS 1/2" G.W.B. WINDOW PER PLAN GYP.BD. WINDOW SILL 1/2" GYP BD OVER RADIANT ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER R905.1.1.1 (SEE SHEET CS2) PRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. OIL TOP OF C.M.U. (REFER TO ELEV.) 2x6 ALUM WRAPPED FASCIA BD. w/ALUM DRIP EDGE SOFFIT INSTALLED PER MANUF. SPECS -2X PT BLOCKING SEE STRUCTURAL PLAN BARRIER INSULATION (R-4.1) PRECAST WIN. SILL ATTACHED TO 1 x2 PT. FURRING @ 24" O.C. SLOPE GRADE AWAY BASE BOARD FROM HOUSE OL 0'-0" FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. 1-STORY WALL C WINDOW SCALE: 1/2" = 1'-O" ATTIC OR — SECOND FLOOR LIVING SPACE REFER TO PLANS GYPSUM PROVIDE 2X4 GYPSUM BOARD FRAMED BOARD z ENCLOSURE FOR 3 1/2" Z" GYPSUM ELECTRICAL w BOARD PANEL, FINISH W/ GARAGE w "GYPSUM BOARD NICHE FOR ELECTRIC METER ELECTRICA LOCATION - SEE PANEL & PLANS. VERIFY WIRING INSTALLATION IN " -1 FIELD ELECTRICAL M PANEL ELECTRICA STUCCO PANEL FINISH _ N EXTERIOR EXTERIOR CMU BLOCK CMU BLOC WALL WALL iv CONCRETE CONCRETE CURB REFER CURB REF TO PLANS TO PLANS CONCRETE KY -5,57�� ti SLAB ON GRADE AT GRADE GARAGE FLOOR ELECTRICAL PANEL NICHE AT CMU BLOCK WALL 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) SEEROOF 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. OL TOP OF C.M.U. (REFER TO ELEV.) t , , r 1/2" (MIN.) ----- CLG. BD. (8' TYPE 'X' GYP. BD. TO BE PROVIDED WHEN LIVING SPACE IS ABOVE GARAGE) GARAGE SLAB, SEE STRUCTURAL t4"PLANS S.�E co WALL SECTION SCALE: 1/2" = V-O" ER ATTIC FLOOR REFER OR SECOND LIVING SPACE TO PLANS T.O. M z a w I i I I I I � I I � L ----- J i I I i I I I I:�]E I I I I i � � I cV co iv N co L L IL ----- ---- K 1' 1'-6" 2x6 ALUM WRAPPED FASCIA EE BD. w/ALUM DRIP EDGE E V. SOFFIT INSTALLED PER MANUF. SPECS 2X PT BLOCKING SEE STRUCTURAL PLAN 8" CMU BLOCK W/ CEMENTITIOUS FINISH (BEYOND) EXPANSION JOINT DRIVEWAY PER COMMUNITY SPECS OIL 01-01, SLOPE FIN. FL. —FOUNDATION PER STRUCTURAL DRAWINGS LZ GARAGE DOOR NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION ,,�®11111/B9pf �� • g24 0 i� ••. S iE yFS; O N 01 Ir W >-_� �0�� >c ao W::) C)I— � I.--W � ¢=wI_. cc2 otS 0 0 W Z Z LL_W J Q a=c� � = z O �I—QZ❑ F_ E c f F i Q c V O i i I I i Oi I i i I La mono w� OEM" C IL cn w w cn O_ U W U) Z O la o in I W Z a a a a a .• * F �Lij 2 ,•2 2021 . .:_y, % COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 11/19/21 SHEET A592 ui z 0 06 W z g CL cn w _ z F_ _ 0 tr r w w O a w F_ O 0 z Q 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) io 'VOOD SHEATHING �0 MIN. GRADE D PAPER BACKED ,ATH OVER BARRICADE PLUS WRB DR APPROVED EQUAL) " THICK, 3 COAT CEMENT PLASTER 11ETAL LATH AP WRB & TAPE OVER ROOF/WALL 'CREED X5 "L" TYPE CONTINUOUS GALV. IETAL FLASHING (NAIL TO ROOF )ECK, NOT WALL SHEATHING) INDERLAYMENT PER CODE -AP SHINGLE - DO NOT NAIL, ASTALL WITH ROOF CEMENT IOOF CEMENT ;HINGLE ROOFING "L" FLASHING SCALE: N.T.S. 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. WOOF, BUCK TO MASONRY WOOD SHEATHIP"' 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 CEME� ROOF CEME� SHINGLE ROOFIN "L" FLASHING - SIDING SCALE: N.T.S. c 2) SET P.T. WOOD BUCK OVER CMU WATERPROOFING IN URETHANE SEALANT. FASTEN PER PRODUCT APPROVALS. 3) APPLY LIQUID WATERPROOFING MEMBRANE OVER THE TO 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 z WRB APPROX. 1-1/2" ABOVE SHINGLES - }— ROOF/WALL SCREED 5X5 WALL FLASHING KICK -OUT FLASHING (SEE DTL. BELOW) W — 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 SCALE: N.T.S. DETAIL u STEP 1 FOLD Q FOLD @ FOLD INWARD @ PT. A STEP 3 Q FOLD @ 770 FOLD INWARD @ 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 2 450 FOLD INWARD @ PT. A CREASE @ PT. B STEP 4 WATERTIGHT SEAL. FOLD. DO NOT CUT. BOTTOM FLANGE A FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C FOLD PT. C OVER PT. B TILL PT. C TOUCHES BOTTOM FLANGE IY w ujz0= t— wwz0 5;E<o W D p H wo �U < Z) I- LiJ _j _�� cr zzZpW rr�U)<z W C- _j 0 0 p=zwU) �i--az N c ¢ c) 0 0 0 j� V 0 In z c '�" i~ 1„ w 0 0 t) 0j 0 P-M w �w wA 'Q w w w X U) _o r a cn w a cn z O Eg w d r o �Z aaa�a �d wr : cr , w uj : Py 22 2021 6MMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 11/19/21 SHEET WPI z u z Q z a z z g A J z r z n _ z 2 r r r i L z Q 0 m ELECTRICAL METER (V.I.F) FIRST FLOOR ELECTRICAL PLAN SCALE: 1 /4"=1'-0" CONNECT • METER PVC III 2" PVC CONDUIT 2-2/0 COPPER 1-1/0 COPPER OR 2-4/0 ALUMINUM 200 AMP 42 1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT #4 COPPER OR ALUM. 11 BREAKER 1 /2" PVC CONCRETE ENCASED GROUNDED ELECTRODE ELECTRICAL RISER DIAGRAM NOT TO SCALE ELECTRICAL KEY I DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET Fl GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET USB COMBO OUTLET WALL SWITCH 3 THREE-WAY SWITCH FOUR-WAY SWITCH KEYLESS LIGHT FIXTURE CEILING MOUNTED LED LIGHT FIXTURE �E WALL MOUNTED INCANDESCENT LIGHT FIXTURE r VAPOR PROOF LIGHT FIXTURE *c LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE (� EXHAUST FAN # EXHAUST FAN/LIGHT COMBINATION ® CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) ® COMBINATION SMOKE / CO2 DETECTOR 5o SMOKE DETECTOR iq TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) 01 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 It W >-_c� LLI0>_ H } >I=<0 LLI C) (JJUww Q�l-- w _ > J IY IY w O O z W w:�Q2-1 W CL _ cr 11 �WC)0U = Z Ii W H Q Z ❑ Q cz 0 17 �¢ Q 0 0 0 V 0 z Im cq 0 iL ® 0 j LL� i� � LLO U I w�.1� N< w w w w 7 U) _O U) W ULa O!� r o �Z aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED:11/19/21 SHEET E191 z .0 Z D J Z A R 0 rol rol SLAB PENETRATION PLAN SCALE: 1 /4"=1'-O" fr W cr W J H = ZOO w w Z Q >(C¢O W Z) r) UWW ¢ Z) w H _ x � - w zZ z Z ¢ U) ¢ Z WC- �WpOU = z LL ��¢zo C O Zd r O � k c f i F 0 I I O I 1 ® 1 I I � 1 Z I i �I 1 wa w U) m< w w w 2 U) 0 U W z Z O � o MZ aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN#6100 RELEASED: 11I19l21 SHEET P1.1 0 a MA50NRY LINTEL ABSEM5L I E5 5EE 5GHEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO LQJ+� MIN. (1) GOURSE/BOND i �4J�- MIN. N GOURSEWND I I BEAM ABOVE LINTEL 1 I BEAM ABOVE LINTEL c�Rour C-ROUT BOTTOM REINF. PRECAST LINTEL W PREGA5T LINTEL w/ i-�-F EMBEDDED REINF. EMBEDDED REINF. MB-I MB-2 '+ 4- TOP GouRSE, IF 1 I +� TOP COURSE, IF 1 LQJ 1 m I LQJ I I I REQ'D PER ARCH. 1 1 REGIV PER ARCH. L ---J TOP REINF. OR GONT. GONT. BOND BEAM BOND BEAM REINF. REINF. A5 REOV GROUP GROUT BOTTOM REINF. M�PRECAST BOTTOM REINF. LINTEL W A. I PREGAST LINTEL W �R " EMBEDDED REINF. EMBEDDED REINF. MB-3 MB-4 MASONRY LINTEL OETA I L5 REINFORGEMENT MARK DE516NATION TOP BOTTOM 5HEAR REINFORCEMENT MB-I 8F6-013/0T ----- ----- MB-2 SF8-IB/OT ----- (1) #5 M3-3 SF16-I13/IT (1) #5 1 (1) #5 MB-4 SRF14-IB ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S GONGRETE. NOTES: I. ALL LINTELS W 5PAN5 6REATER THAN 14'-O" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT 5HALL BE GRADE 60, fy=60 k51 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 7. ALL LINTELS ARE TO BE LOCATED DIREGTLY ABOVE THE OPENING BELOW SHEET LIST INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 STRUCTURAL NOTES F-1.0 5LAB PLAN F-2.0 BLOGK PLAN 5-1.3 ROOF FRAMIN6 PLAN 5D-I FOUNDATION DETAILS 5D-2 STRUCTURAL DETAILS PB5B-I STRUCTURAL DETAILS 6ENERAL STRUCTURAL NOTE5 FOUNDATION • DE516N 15 BASED ON Ith EDITION (2020) FLORIDA BUILDING CODE. • FOOTIN6 DE516N - THESE FOOTINGS HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE SOIL BEARIN6 CAPACITY OF 1,500 P5F. • ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT W/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2 • FASTEN PARTITION WALLS TO SLAB WITH)/4" DIA. x 23/4" LON6 TAPGONS @ 32" o.G. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORRO51ON-RE515TANGE COMPATIBILITY OF HARDWARE 4 FASTENERS IN CONTACT N/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • CONCRETE DE516N BASED ON AGI 315. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE 5TREN6TH5 IN 28 DAYS, U.N.O.: f'G = 2,500 psi: ....... FOOTIN65 2,500 p51:....... 5LAB5 ON 6RADE (INTERIOR 4 EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 7% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FIN15H 6RADE. • FOOTIN65 AND SLABS ON 6RADE SHALL BEAR ON GLEAN, FIRM VIR61N 501L OR GLEAN FILL COMPACTED TO A q5% PROCTOR VALUE • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT D15GONTIN0005 END OF REINF. • GROUT SHALL BE A5TM G4-76 F'G=3000 PSI N/ MAX 3/8" A66RE6ATE • CONCRETE MA50NRY UNITS SHALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE 5TREN6TH OF Ig00 PSI (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G20, TYPE 5. GMU DE516N BASED ON AG 1 530/530.1 • REINFORCED GMU GORES (AS INDICATED ON PLAN) SHALL El BE REINFORCED N/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL AL16N WITH FOOTIN6 DOWEL BELOW. PROVIDE MIN 50" LAP SPLICE WITH FOOTIN6 DOWEL. • GROUT 50LID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" GONT. FULL LEN6TH OF WALL N/ (1) #5 BAR GONT. (TYP. @ EXT. PERIMETER) • PROVIDE (1) #5 BAR 6ROUTED 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 MA50NRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 6-0" O.G. IN EXTERIOR WALLS. (AS SHOWN ON PLANS) • ROU6H OPENINGS ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB EDOE5, AND OTHER LOGATION5 WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. EXACT LOCATIONS PER BUILDER. • SAW GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH OF THE SLAB (I" FOR A 4" SLAB) • JOINTS SHALL BE LOCATED 0 12-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE AS CLOSE TO SQUARES AS POSSIBLE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SFEC I � I CATI ONS (711=. U.N.O.) DESCRIPTION OF BLUE). ELEMENT 3"xO.131" NAILS 3"xO.120" NAILS J015T TO SOLE PLATE (3) TOENAILS (3) TOENAIL5* 50LE PLATE TO JOI5T/BLK'6. (3) NAILS 0 4" o.G. (3) NAILS @ 4" o.G. STUD TO 50LE PLATE 2) TOENAILS (5) TOENAIL5* TOP OR 50LE PLATE TO STUD 2 NAILS (5) NAILS RIM TO TOP PLATE TOENAILS 0 8" o.c. TOENAILS @ 6" o.c.* BLK'6. BTWN. JOISTS TO TOP PL. (3) TOENAILS (5) TOENAIL5* DOUBLE STUD NAILS @ 24" o.c. NAILS @ 16" o.c. DOUBLE TOP PLATE NAILS @ 24" o.c. NAILS @ 16" o.c. DOUBLE TOP PLATE LAP SPLICE g NAILS IN LAPPED AREA (11) NAILS IN LAPPED AREA TOP PLATE LAP @ CORNERS 4 INTER5EGTIN6 WALLS (2) NAILS (2) NAILS • 21/2"xO.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"xO.120", SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE • ARE SHOWN) TH 15 MODEL HAS BEEN DE516NED IN AtGGORDANGE WITH THE �th EDITION (2020) FLORIDA BU I LD I N6 GODE (5EGT1 ON 160q) LATERAL DE516N REQU I REMENT5 FOR THE FOLLOWIN6 WIND SPEED 4 EXPOSURE ONLY: 140 MPH - EXP. B WIND IMPORTANCE FACTOR = 1.0 INTERNAL PRESSURE COEFFICIENT = ENCLOSED, +/- 0.18 ANY WIND 5PEED/EXP05URE NOT L 15TED HERE REQUIRES FORMAL EVALUATION 4 APPROVAL FROM M+K STRUGTURAL EN61 NEERI N6. EXTERIOR 4 5HEAR WALL 5HEATH I NIS 5FE011 I CAT I ON5 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 OSB FASTENED N/ PI 212"x0.131" NAILS @ 611 o.G. ALONG PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. 15/32" PLYWOOD OR 05E3 FASTENED W P3 2y2"x0.13111 NAILS @ 3" o.G. ALON6 PANEL ED6E5 AND 1211 o.G. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALLS N/ 15/32" PLYWOOD OR OSB FASTENED N/ 2Y2"x0.131" NAILS @ 6" D.G. AT ALL PANEL ED6E5 AND @ 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL ED6E5 SHALL OCCUR OVER FRAMIN6 OR 2X BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL ED6E AND FASTENING 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMIN6 @ 16"o.6. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED T06ETHER N/ 3Y2"x0.131" NAILS @ I6"o.c. USE (8) %"xO.131" NAILS @ EA. LAP SPLICE. (TYP. U.N.O.) 4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENIN65. 5. SEE ARCHITECTURAL DRAWINGS FOR ADD'L WALL CONSTRUCTION REQUIREMENTS. 6. ALL EXTERIOR WALLS ARE CONSIDERED 5HEARWALL5. 1. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMIN6 MEMBERS. 8. A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENIN65 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LON6 A5 THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 ED6E NAILIN6 REQUIRED AND OCCUR 16' MINIMUM FROM THE EN05 OF THE 5HEARWALL. q. ALL 5HEATHIN6 PANELS TO MEET U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 WITH 33(6 SPAN RATING (MAX.) 10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE ARCHITECTURAL PLANS, THE 5HEATHIN6 USED IN THE -FIRE RATED ASSEMBLIES SHALL BE NOMINAL 1V32" THICK, APA RATED 5HEATHIN6 4�t, EXPOSURE 105B OR PLYWOOD PEI ACCORDANCE WITH THE UL DE516N5 5PEGIFIED. Window � Door AIloNable Wind Pre55ure5 40 MPH Wind Zone Ex o5ure E3" OPENING 51ZE INTERIOR ZONES END ZONES 8' Garage Door +15.5 P5F/-20.q P5F +18.5 P5F/-20.q PSF 16Garage Door +11.1 P5F/-Iq.1 P5F +I1.1 PSF/-Iq.7 P5F 10 SOFT, +21.2 P5F/-22.q PSF +21.4 P5F/-28.3 P5F 20 SOFT. +20.2 P5F/-22.0 P5F +20.2 P5F/-26.4 P5F 50 SOFT. +Ig.O PSF/-20.8 P5F +Iq.O PSF/-23.q PSF 100 SOFT. +18.0 P5F/-Iq.5 PSF +18.0 P5F/-22.0 P5F 500 SOFT. +15.8 P5F/-11.6 P5F +15.8 P5F/-17.6 P5F (DEnd Zone 15 defined o5 the Smaller of 10% of least horiz. dim. or 40% of mean roof height. ®PreSSure5 have been derived from 2020 FBG Table R301.2(2). 3Pre55ure5 charted here are allowable pre55ure5 and have been reduced per A5GE 1-16 Section 2.4.1 from ultimate pre55ure5. Divide allowable pre55ure5 above by a factor of 0.6 for ult. pre55ure5. ROOF FRAMIN6 • SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF SHEATHING SHALL BE 1/16" MIN. 05B/PLYWOOD SHEATHING 24/16, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS N/ 2 3/8"xO.113" RIN6 SHANK NAILS (RSR5-01 OR EQUIV.) 0 6" O.G. AT PANEL EDGES 4 @ 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END 4 DRA6 TRU55E5 N/ RING SHANK NAILS @ 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALONG PANEL ED6E5 AT FIRST 2 TRUSS BAYS FROM 6ABLE END. PROVIDE "H" 51YLE CLIPS ALON6 UNSUPPORTED ED6E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW N/ 5IMP50N VTGR CLIPS 0 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERN15E NOTED. • ERECT AND INSTALL ROOF TRUSSES PER WTGA 4 TPI'S BG51 I 'WIDE TO 600D PRACTICE FOR HANDL I N6, I NSTALL I N6 4 BRAG I N6 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 4 SHORT SPAN ROOF TRU55ES N/ 2x4 LED6ER FASTENED TO FRAMIN6 N/(2) 3"xO.131" NAILS @ 16" O.G. UPLII=T CONNECTORS BEARIN6 CONDITION TRU55 CONNECTOR LEN6TH < 15' 51 MP50N H2.5T SINGLE ROOF TRU55 BEARIN6 ON > 15' 5IMP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF GIRDER TRU55 BEARIN6 ON ALL SIMPSON HT520 WOOD STUD WAL/WOOD BEAM 51N6LE ROOF TRU55 OR PORCH ALL 51MP50N HETA16 BEAM BEARIN6 ON GMU WALL ROOF 6.T., FLUSH BEAM OR ALL (2) SIMP50N HETAI6 FLUSH 6.T. BR6. ON GMU WALL ALL BEARIN6 POINTS OF EACH ROOF TRUSS SHALL BE CONNECTED WITH CONNECTOR AS L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DES16N THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN5I/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRUSS UPLIFT GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT CONNECTORS AND LOADS PER THIS DRAWING SHALL SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR 5PEGIFIGATION5 AND LOA05 SHOWN ON THE SHOP CARDS. LEGEND • ® INTERIOR BEARING WALL • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL -71 I: :I EXTENT OF OVERFRAMIN6 •--- - -, —INDICATES 1/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE (5EE NOTES) J L METAL HAN6ER INDICATES POST ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. 6ENERAL 5TRUGTURAL NOTE5 • DE516N 15 BASED ON Ith EDITION (2020) FLORIDA BUILDING GORE. • WOOD FRAME ENGINEERING 15 BASED ON NOS, "NATIONAL DE516N SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DE516N LOADS: ROOF LIVE = 20 P5F DEAD = I P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 STAIRS 4 DECKS) = 30 P5F @ SLEEPIN6 AREAS = 50 P5F @ 6ARA6E = 200 # POINT LOAD @ 6UARD5/HANDRAIL5 = 50 P5F @ GUARD IN -FILL COMPONENTS DEAD = 10 P5F (20 PSF TOTAL @ TILE) WIND ULTIMATE WIND SPEED 4 EXP05URE AS LISTED RISK GATE60RY II 6ENERAL FRArMINO • EXTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x 5PF#2 OR 5YP#2 0 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARING WALLS SHALL BE 2x 5PF OR 5YP 'STUD' GRADE LUMBER 0 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x 'STUD' 6RADE MEMBERS SPACED @ 16" O.G. (MAX.). • ALL NON-BEARIN6 INTERIOR STUD WALL5 SHALL BE CONSTRUCTED WITH 2x '5TUD' 6RADE MEMBERS SPACED @ 24" O.G. (MAX.). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x KIN6 STUD, MINIMUM. - THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDIGATE5 THE NUMBER OF JACK 5TUD5 REQUIRED, U.N.O.. • ALL HEADERS, BEAMS 4 OTHER STRUCTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS 4 HEADERS W/ 3-ROW5 OF 3"xO.131" NAILS @ 12" O.G. 5TA66ERED. APPLY NAILIN6 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"xO.131" NAILS @ 16" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FACES @ 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALLS N/ 1/I6' 05E3 FASTENED N/ 2Y2"xO.131" NAILS @ 6" O.G. @ ED6E5 4 12" O.G. @ CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL ED6E5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE SOLID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL POSTS CONTINUOUS TO FOUNDATION/BEARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • LSL Fb=2325 psi; Fv=310 psi; E=1.55x10^6 psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10^b psi • FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OF 3"xO.131" NAILS @ 8" O/C OR 2 ROW5)/4"x3Y2" SIMP50N 5DS 5GREWS (OR 3)/2" TRU55LOK SGREWS) 0 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/SGREW5 2" FROM ED6E. 50LID 3 Y2" OR 5 /4" BEAMS ARE ACCEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OFY4"xb" 5IMP50N 505 5GREW5 (OR 6 %" TRU55LOK 5GREW5) @ 16" OIG. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FA5TENIN6 AT BOTH FACES (ONE 51DE ONLY FOR T1RU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM ED6E. A 50LID T BEAM IS ACCEPTABLE. • ALL INTERIOR WALL 5TUD5 IN CONTACT N/ GMU WALLS SHALL BE PRESERVATIVE TREATED AND FASTENED N/Y4" DIA. X 4" LON6 TAPGON5 @ 24" O.G. FLOOR FRAMIN6 • I-J015T5/TRU55E5 SHALL BE DESIGNED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY I -JOIST /TRU55 MANUFACTURER, UNLESS OTHERWISE NOTED, • I-J015T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY • FLOOR 5HEATHIN6 SHALL BE 23/32" GONFORMIN6 TO P52-04, 24" O.G., EXP05URE I, TON6UE AND GROOVE ED6E5, FASTEN 5HEATHIN6 TO FRAMIN6 MEMBERS W/ GLUE AND 3"xO.131" NAILS @ 6" O.G. AT PANEL E06E5 4 12" O.G. AT INTERMEDIATE SUPPORTS. TYPICAL 5TArIR GON5TRUGTION NOTES • (3) SINGLE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR LANDIN6, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM N/ (1) 5IMP50N A55 CLIP AT EACH 5TRIN6ER. • FASTEN 2x6 P.T. PLATE TO CONCRETE 5LAB N/ (3) 3/6" DIA. x 3 Y2" LONG TAPGON5. • FASTEN END 5TRIN6ER5 TO ADJACENT WALLS N/ (2) 3"xO.131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE 3/4" FLOOR DEGKIN6 ON RISERS AND I" FLOOR DEGKIN6 ON TREAD5. • SEE STAIR FRAMING 5EGTION FOR MORE INFO. 0 •c • of LLJ ,� © copyright: MULHERN & KULP � Structural ri 12. 202 1.mz Z W W z c Z w 0- _JQ CV Z= QQ U Y� = - �Q Ia UJCO =a a� W y y oc�c m Uh W CZ) C CM M s M&K project number 068.200 1 1 project mgr: drawn by. issue date; JSB DJ R 1 1-18-21 REVISIONS: date: initial: W H 0 z d a U a H sheet: 'Q Q 0 J LL 0 z x (L W d U) 'Q U F_ 11 W �_ �e 0 z J J SM0.0 eNs .7524 5 3 1-011 INTERIOR BEARING WALL cc z LL .0 0 01: BEARING HALL ABOVE 0 L 15-011 11 12 I -oil 81.011 S;014 %% % • BEAM / HEADER LOCATION AND EXTENT OF SHEARNALL (K) copyright M*p & JL4 2021 LANAI SLAB: Structural Engineering, Inc. 5 GONG. B O Y2 NSLAB N EXTENT OF OVERFRAMINC CM 6RADE (2500 PSI M MIN.) vi/ 6x6-NI.4xNI,4 INDICATES I/8"A" SAW GUT CONTROL JOINT CC W 12" WIDE GONG.. MESH OR FIBER MESH ZLU C5 O TURNDOWN EXTENDED I w I ON q5 COMPACTED 0 INDIGATE5 LOCATION OF REINFORCED GMU CORE El CD CD C" o MIN. 12" BELOW 6RADE FILL OR VIR61N 50tl-._] (SEE NOTES) Z < LU cl- J L METAL HAN6ER --] 6.Z + < CD �1111r2 r2 r, HVAG UNIT * INDIGATE5 P05T ABOVE. PROVIDE 50LID J:, 0= E z < C-3 Y211 STEP BLOGKIN6 UNDER P05T OR JAMB ABOVE. A cc 1 REEN REFER TO 5-0.0 FOR TYPICAL F— LU (01-411 1 18 —811 101-011 5TRUCTURAL NOTES 5GHEDULE5 A CD z V CP 2 Co M Lh FRENCH DOOR co M REGES5 PER MANUFACTURERS INSTRUCTION M&K project number: 4- 068-20011 project mgr: JSB NOTE: REFER TO BLOCK PLAN FOR ALL DOWEL drawn by: DJ issue date: I 1- 1 8-21 LOCATION DIMEN510N5�. I REVISIONS: date: initial: 2� CU SD -I L 3 R2 STEP 1EP 11 1 KNI 4 0 J 6ARA6E SLAB: I I I UJ U-, 3 Y2 " GONG. SLAB ON GRADE J n (2500 PSI MIN.) W 6x6-NI.4xVqI.4 Lo MESH OR FIBER MESH OVER 6 O Z MIL. POLY ON q5% COMPACTED FILL OR VIR61N SOIL. Fr 2 (L .. . ......... . . - ------- SD -I U) U) d^5 5D-I LU 5D-I N � U I I _ I a L 0 N IN sheet: BLAB PLAN I -oil I-011 5 10 SCALE: 11411=11-oll (22x54 SHEET) SCALE: (IIxI1 SHEET) Fm i,,o 351-0e JI Im O I O � O I Nt I r IZ 351-o II 51_ i(`it ij 11 1 i le C11 41-511 '-511 / i' 1-411 21- i( 11 ij 1-/ 11 51-211 le `KAM 1 01 1,ArD 1 1, AM I BLOCK PLAN saALE: 1/4"= I'-O" (22x54 SHEET) SCALE: I/W=I'-O" (110 SHEET) LEGEND ® INTERIOR BEARIN6 WALL • _ = _ BEARIN6 WALL ABOVE • BEAM / HEADER • M M LOCATION AND EXTENT OF 5HEARWALL I: :I EXTENT OF OVERFRAMIN6 •— —INDIGATE5 1/8"A" 5AW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINEORGED GMU GORE El (SEE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. MA50NR1' LINTEL DETA I L5 REINFORGEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORGEMENT MB-I 8F8-OB/OT ----- ----- MB-2 5F8-IB/OT ----- (I) #5 MB-5 8FIb-IB/IT (1) #5 (I) #5 MB-4 SRF14-IB ----- ----- APPROVED LINTEL MANUFAGT )RER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S GONGRETE. NOTES: I. ALL LINTEL5 w/ 5PAN5 6REATER THAN 14'-0" 5HALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REQURIED. 5. ALL LINTELS 5HALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT 5HALL BE 6RADE 60, fy=60 k51 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. T ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENIN6 BELOW MABONR1' LINTEL A55EMBL I E5 5EE 5GHEOULE AND 5PEGIFIGATION5 FOR ADD'L INFO MIN. (1) GOUR5E/BOND i i 4J+� MIN. (1) 000R5E/i30ND 1 1 BEAM ABOVE LINTEL 1 1 BEAM ABOVE LINTEL GROUT GROUT ,.:.: BOTTOM REINF. PREGA5T LINTEL w/ PRECAST LINTEL w/ MB EMBEDDED REINF. MB EMBEDDED REINF. - rr--I Pn I LQJ+i— TOP COURSE, IF I ice_ TOP COURSE, IF I L1 QJ 1 I REQ'D PER ARCH. v 1 1 REQb PER ARGH. - -J TOP REINF. OR CONT. CONT. BOND BEAM BOND BEAM REINF. REINF. A5 REQb _ GROUT = GROUT _ BOTTOM REINF. - :.. BOTTOM REINF. PREGA5T LINTEL Pi/$ _ EMBEDDED REINF. MB-3 PRECAST LINTEL w/ EMBEDDED REINF. � MB-4 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES � SGHEDULES se � • O • N go •` OF do - 0 vi copyright: MULH UL% 2021 Structl ine�ting, Inc. r cc w w Z cr o z w a J � Q z = V C) A 't Q- t V- UJW � -a ME 4 Jz > A �o W Y C? o y M L6 W C C N cra CL M&K project number: 068-2001 1 project mgr: ,,J S B drawn by: DJ R issue date: `j 1- `j 8-2`j REVISIONS: date: initial: sheet: d � a o W L- 0 u� 0 z a 0. Ld W d Ld -' 4 U (y) 11 U) J J Fw2.0 PPAP I AWAI nPnPPl=n RPAmc�. 0 W OF 2) v O N LEGEND • ® INTERIOR BEARING WALL • BEARING WALL ABOVE • BEAM / HEADER 0 LOCATION AND EXTENT OF 5HEARNALL EXTENT OF OVERFRAMIN6 *------- ---- _, m.,._m--INDIGATE5 I/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE SOLID BLOGKING UNDER P05T OR JAMB ABOVE. ROOF FRAMIK • SEE ROOF TRUSS UPLIFT GONNEGTOR 5GHEDULE FOR ALL ROOF TRUSS GONNECTORS. • ROOF 5HEATHIN6 SHALL BE 7/16" MIN. 05B/PLYWOOD SHEATHING 2416, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"xO.113" RING SHANK NAILS (R5R5-01 OR EGUIV.) ® 6" O.G. AT PANEL ED6E5 $ 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END i DRA6 TRU55E5 w/ RING SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALONG PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED ED6E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMING. • TRUSS ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ SIMPSON VTGR CLIPS 0 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRO55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • EREGT AND INSTALL ROOF TRUSSES PER NTGA i TPI'5 BG51 I GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING 4 BRACING OF METAL PLATE CONNECTED WOOD TRU55E5." • ROOF TRUSS SHOP DNG5. SHALL BE SUBMITTED TO ARCH i EN6. FOR REVIEN AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH $ SHORT SPAN ROOF TRUSSES w/ 2x4 LED6ER FASTENED TO FRAMING w/(2) 3"x0.131" NAILS ® 16" O.G. UPL 1 r-T GONNEGTOR5 BEARING CONDITION TRUSS CONNECTOR LENGTH < 15' 51 MP50N H2.5T 51 N6LE ROOF TRU55 BEARI N6 ON > 15' 51MP50N HIOA WOOD STUD HALL/HOOD BEAM ROOF 61RDER TRU55 BEARIN6 ON ALL 51HP50N HT520 WOOD STUD WALL/WOOD BEAM SINGLE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL ROOF 6.T., FLUSH BEAM OR ALL (2) SIMP50N HETAI6 FLUSH 6.T. BR6. ON GMU NALL ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR A5 L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTED HOOD TRUSS CONSTRUCTION". W HAS ENGINEERED ALL ROOF TRUSS UPLIFT GONNEGTOR5 IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRANIN6 SHALL SUPERSEDE THE TRUSS MANUFACTURER'S UPLIFT CONNECTOR SPECIFICATIONS AND LOADS 5HONN ON THE SHOP CARDS. REFER TO 5-0.0 FOR TYPIGAL 5TRUGTURAL NOTES � 5GHEDULE5 seal s F• G `r ••' e • 4 •Lb � R ��p L 0 R �.0 0�.�� S t 0 N W00 © copyright: MULH VU1 2021 strod m I aCD z Ji-= w w Z z CD w M. J Q i � Zcr_= .n Q� E- U � Q c E W J m J Z CD CD W ti o c9 M y W Un C cv cc co n. M&K project number: 068-2001 1 project mgr: .J S B drawn by: DJ R issue date: 1 1-18-2 1 REVISIONS: date: initial: d o � v � O Q z ,L. LL UJ J 0 (6 0 z IL Ld N � LdLL 0 0 Z d LL 3: (y) '-t� 0 4q U) 0� J ROOF FRAM I NG FLAN SCALE: 1/4"=1'-O" (22x54 SHEET) SCALE: 1/5"=1'-O" (IIx115HEET) sheet: Sm 1.3 FILLED CELLS (SEE PLAN) vt-trcr-�v� CORNER 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL SOLID R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) GONG. OR PAVER —6ARA6E WALL <. °. d . F1671 DRIVEWAY BEYOND - ' 1 1—I I I-1GRADE 1I—III—I 1I- -IIII—III—' ' 6ARA6E SLAB I a I —III —III —I 11- m 4 (5EE PLAN) o I— _`' I I I a e `. III=1 I —I 11- —I I m l l l III I —I 111 I— III== 1) #5 DOWEL W/ 6" HOOK AT d ALL VERT. WALL REINF. e, (SEE PLANS FOR LOCATION) =1 I I=1 1=1 I=I 11=1 I —III —III —I I' 1=1 GLEAN COMPACTED FILL ® q5% III —I I L-1 I i MONOLITHIC, FOUNDATION 16"x8" THIGKENE -III —III—III=III—III—III—I =1 I I; STANDARD DENSITY WI TH W/ (2) #5 GONT. ON CHAIRS EDGE W/ (2) #5 1=1 1=11 1 E I I, I, I IHE 11=1 11= GONT. ,, � �� 2-STORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 E17GE @G,�RAOE DOOR 17ET,�IL SOOTING SECTION W/ BLOCK PETA L OZI��tINID SCALE: NTS a 8" GMU BLOCK 8" WIDE GONT. 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL GONG, CURB BEYOND OVER %" FURR 5TRIP5 (I) #5 VERT. FROM FT6. EXTERIOR DOOR -PER BUILDER TO BOND BEAM. LAP w/ HOUSE SLAB FOUNDATION DOWEL LU E GARAGE SLAB MTL. THRESHOLD (SEE PLAN) „ MIN. 30 GROUT CELL > (SEE PLAN) SET IN SEALANT SOLID PAVERS X (SEE PLANS) d. �WrF, dII63 o GRADE II—III—III—IIII — III —III — III '=1 1=1 11= � 1—I I III —I 11=1 I I —III--' =1 I I-1 I I- 1=1 I I -I!' I I 1=1 I —III-1 -I I M I I=1 I I —I 117 '—III—II- -_`' I=1 1 e e III —III —I I I 1—I m III I I I —I 11-—I m III I I d I —III —I 11- 1) #5 DOWEL W/ 6" HOOK AT —I — III-11 1=� 11=III=III—III—I I 7171iII—III—I 11I=III=— 1111 ALL VERT. WALL REINF. (SEE PLANS FOR LOCATION) I I 11 I I —III 11=I I =1 I —III —III —I i III _ MONOLITHIC l- GLEAN GOMPAGTED III =III= I �' - GLEAN COMPACTED "' III =III= I I FOUNDATION W/ (2) #5 FILL @ q5% WI TH MONOLITHIC FOUNDATION FILL ® q5M STANDARD WI TH GONT. ON CHAIRS STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS DENSITY AND TERMITE ZI 2-5TORY: 1'-4" WIDE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS W/ (2) #5 BARS &LACURB 17�T I L700R 1IITA I L SCALE: NT5 8" GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER %" FURR STRIPS MTL THRESHOLD -PER BUILDER SET IN SEALANT HOUSE SLAB (SEE PLAN) PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLANS) d e. PER MANUF.. 1-1 I I —III— 11=1 i' =1 I I-1 111=1 I I I —I I M I I —III I —- 111-m `' MI 1I I I I-1 I I-1 I I- - n 1-I III I I d I I —III —I 1= v I 1=1 I _ III —III— m Q III I I II I I —III —III III— ' 11=1I1=1II—II1=1I1-1''- MONOLITHIC GLEAN COMPACTED III =I I = I I' FOUNDATION W/ (2) #5 FILL ® q5% STANDARD WI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-5TORY: I'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS at EXTERIOR OUT5AING 4 SOD POURED 51LL5 DETAIL PATIO/PORGH/LANAI SLAB (SEE PLAN) 8"x8" THICKENED — SLAB W/ (1) #5 GONT. ( ) TH I GK1N117 E11,5 DETA I L 3 SCALE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT GELL SOLID PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLAN) � I `r EXP JOINT v m R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) ° I I = = 1) #5 DOWEL W/ 6" HOOK AT III —III- ALL VERT. WALL REINF. ' I 111=III=III=1 I 111= (SEE PLANS FOR LOCATION) GLEAN COMPACTED =1 1 I I I —III —III . I III-111— FILL ®q5% MONOLITHIC FOUNDATION TH STANDARD DENSITY WI W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR WALL PORCH/PATIO/LANAI PETAIL SCALE: NT5 y" 6YP. BD. EA. 51DE OF 2x4'5 ® 16" O.G. .2 J-BOLTS 6" FROM EA. y END OF WALL AND 5PAGE ® 32" O.G. 2" L (6" MIN. EMBED) LU STUD PLATE TIES PER } PT BOT. PLAN ® 5T1JD TOP 4 PLT. BOT. d ° g (2) #55 GONT. W/ „ 3" MIN. CLEAR 8 8 UPLIFT GONNEGTOR5 SUCH AS STUD PLATE TIES, HURRICANE GLIP5, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALL5 NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. GARACGE STEP 1701NN DETAIL SCALE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID o BADE ' III=III=III=111= z CHASE SLEEVE TO BE � � �—III—III III —III —I o '�I,illlllllllllll GLEAN COMPACTED I 1 11111111 FILL ® q5% STANDARD DENSITY GH SE DETAr I L 8 SCALE: NT5 R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) _—III—I 1 TWICE THE DIAMETER OF =1 I I —III I —I 11 PROTECTED PIPE MONOLITHIC FOUNDATION Wf TH W/ (2) #5 GONT. ON CHAIRS 2-STORY: I'-4" WIDE w/ (2) #5 BARS I -STORY: I'-0" WIDE W/ (2) #5 BARS a seal: %%%, , �'• ' ii :,��' g2 •'•,etl No 00 do •,��.t� • , C 0 4" ON �; , © copyright : MULH�t�& UU 2.0a Strud in i I UL aCm Z_ J°C w w Z o CD rn Z w J a L Q � Z= Q� U 4 =E UJ � v m X a Q . o Z W �Y C) � y o M A LU Co N = CM M IV M&K project number: 068-2001 1 project mgr: J S B drawn by: DJ R issue date: 1 `] -18-21 REVISIONS: date: initial: d 0 Q o N Z lit Ld a W O w j LLJ J Q 2 4 0v J Iq Y l-- J J LL sheet: SCALE: NTS SDP, 1 FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 2 3/a"xO.113" RIN6 SHANK NAILS 6" O.G. w 2x6 FASCIA -SEE ARCH 8" GMU BOND BEAM W/ (1) #5 GONT. 8" REINF. GMU WALL -SEE PLAN FOR VERT. i HORZ. REINF. 5PEG5 ROOF TRUS -SEE PLAN (2)3 y2"x0.131" 8" GMU BOND BEAM wi (1) #5 BARS GONT. 8" REINF GMU WALL - -SEE PLXN FOR VERT. 8 HORZ. REINF. SPECS I SECTION SCALE: 3/4"=1'-0" PROVIDE SOLID SHIM BETW'N TRU55 $ CONNECTOR IF TRU55 LOCATED LE55 THAN I y2" FROM CONNECTOR. WHERE TRU55 15 6REATER THAN I /2" FROM UPLIFT GONNEGTOR, REFER TO TYPIGAL RETROFIT DETAIL P. SHANK SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR GONNEGTOR 5PEGIFIGATION5 PROVIDE MOISTURE BARRIER PLATE (PER TRU55 MANUF) EACH TRU55. VERT WALL REINF. TO EXTEND INTO BOND BEAM HIP 63. 2x4 FLAT BLOGKIN6 ® 169" o.c. FASTENED TO BOND BM. w/y4" DIA. x 3y4" TAPGON ROOF TRU55E5 (2)3 y2"x0.131„ -SEE PLAN — 2x4 ® 16"o.c. FASTENED TO GABLE END TRU55 w/ FASTEN 5HEATHIN6 TO 2x4 2x4 BLOGKIN6 w/ (2)3"x0.131" TOENAILS. BLOGKIN6 w/ 2 3/a"x0.113" (3)3y4"x0.131" RIN6 SHANK NAILS ® 4"O.G. TOENAILS EACH END MAX.1 MAX.1 MIN x x x GABLE END VERTICAL WEB LROOF REINFORGIN6 AS REQURIED 5HT6 I (4) 3 y4"xO.131" BY TRU55 MANUF. SHALL BE NAILS 2x8 P.T. PLATE FASTENED CONT. 24" MIN TO BOND BM. W/y2" DIA. ONTO ROOF ANCHOR BOLTS ® 32" O.G. WITH 7" (MIN.) EMBEDMENT. EXTERIOR 5HEATHIN6 E06E NAILIN6 - 2 y2"xO.131" NAILS FASTEN BOTTOM GHORD OF TRU55 TO P.T. SILL PLATE w/ y4" DIA. x5Y2" LONG 5D5 5GREW5 ® 16" o.c. PROVIDE M015TURE 2x4 BRAGS w/2x4 T-BRACE, SPACED @ 4'-0" O.G. MAX. PROVIDE 2x4 BLOCKING � 4i? BARRIER PLATE BELOW FASTEN 2x4 TO 'T' w/ 3 y4''x0.131" O.G. IN FIRST (3) BAYS OF WOOD MEMBERS ON GMU NAILS ® 12" O.G. ROOF TRU55E5-GUT TO FIT (PER TRU55 MANUF) (NOT REQ'D AT TRU55 HE16HT5 TIGHT BETWEEN TRU55 BOTTOt GHORD5 AND NOTCH AROUND „ 8 GMU BOND BEAM w/ 4'-I" OR SHORTER) SILL PLATE (1) #5 BAR GONT. FASTEN DRYWALL TO 8" REINF. GMU WALL VERT WALL REINF. TO BLOGKIN6 w/ 5GREW5 /NAILS 6" O.G. -SEE PLAN FOR VERT. EXTEND INTO BOND BEAM 4 HORZ. REINF. 5PEG5 --J SECTION C A r -CA: "^^C 5HT6. TO HIP 1.113" RING P 6" O.G. VALLEY SET OVERFRAMIN6 - UPLIFT CONNECTOR -SEE PLAN - HIP JACK TRU55E5 I FASTEN EACH OVERFR TRU55 TO TRU55 BELOI FASTEN BOTTOM CHORD OF 6MTH (1) 51MP50N VTGR TO TOP OF WALL w/ 51MP50N @ 24" O.G. 8 GMU BOND BEAM w/—J H6AMIOKTA CLIP @ 48"O.G. VERT WALL REINF. TO (I) #5 BARS GONT. (GONNEGTOR INGL'D IN PAGKA60 EXTEND INTO BOND BEAM 8" REINF. GMU WALL VERT WALL REINF. TO SEE PLAN F R VER EXTEND INTO BOND BEAM O T. SECTION � HORZ. REINF, 5PEG5 SECTION _I SCALE: 3/4"=1'-0" BOND -BEAM _,__—GONTIN. PRECAST HEADER F, I P 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE GA5T-GRETE WINDOW SILL, WINDOW SILL, OR EQUIV. OR EQUIV. DOUBLE WINDOW MA5ONRY PIER DETAIL SCALE: NTS TRIPLE WINDOW SIM. BY WINDOW/DOOR MANUFACTURER TYP I CAL OYERFRAM I NG CONNECTION DETAIL SCALE: N.T.S. NOTES: PROVIDE 50LID SHIM BETW'N TRU55 i CONNECTOR IF TRU55 LOCATED LE55 THAN I y2" FROM GONNEGTOR. WHERE TRU55 15 6REATER THAN I y2" FROM UPLIFT GONNEGTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 2 %"x0.113" RIN6 SHANK NAILS @ 6" O.(. 2x6 FASCIA -SEE ARCH REINF. MASONRY LINTEL/ BEAM - - SEE PLAN FOR SPECIFICATIONS. IN ROOF 5HEATHIN6 SECTION SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR 5PEGIFIGATION5 GONNEGT EACH END OF MASONRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL w/ 24" LEC75 ■1 ALL LAPS IN MASONRY 25" I - RUNNIN6 BAR � I w lY d } I I i #5 BENT CORNER BAR N ROOF TRU555 GROUTED CELL I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW/DOOR, FASTEN BUCK TO MA50NRY W/ (1) ROW OF %"x4" TAPGON5 (b" FROM EN05 AND 16" O.G. MAX. TAPGON5 TO BE I /2" MIN. FROM EDGE OF BUCK. 2. BUGK5 LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. STRUCTURAL GONNEGTION 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 5TAC76ERED @ 12" O.G. EA. 5000E551VE BUCK. 4. MIXING OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS 05TENIN6) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROWS OF 2 y2"x0.131" NAILS @ 16" O.G. FASTEN WINDOW/DOOR TO 2X PER WINDOW/DOOR MANUFACTURER'S 5PEG5. JNINDONDOOR BUCK DETAIL H SCALE: NTS TYP. CORNER VERT. HALL REINFORCING DETAIL SCALE: NTS 2x6x12" OR Ck OF OPENING 2X8XI2 P.T. __ll�� CENTER BUCK�I�1 PROVIDE SOLID SHIM BETW'N TRU55 GONNEGTOR IF TRU55 LOCATED LE55 THAN I y2" FROM CONNECTOR. WHERE TRU55 15 6REATER THAN 1 J12 FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. 2x FASCIA -SEE ARCH FASTEN EXTERIOR 5HEATHIN6 TO BLOGKIN6 IN EA. TRU55 BAY w/ 2 NAILS @ 6" O.G. FASTEN EA. 2x4 BLOGKIN6 IN EA. TRU55 BAY TO BOND BM, w/(4) HILTI ON112P8 PAF's FASTEN EXTERIOR 5HEATHIN6 TO 2x BLOGKINS 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. 4 HORZ. REINF. 5PEG5 SECTION SCALE: 3/4"=1'-0" (1) #5 IN BOND BEAM - - - - - - - - - - - - L d \_ } PRECAST LINTEL, SEE PLAN FOR SPECIFICATION VERTICAL REINFORCEMENT PER PLAN (1) #5 VERTICAL IN GROUT FILLED CELL (IF REQ'D PER PLAN) NOTE: ALL HOOK5 AND 5PLIGE5 TO BE CONSTRUCTER AND SIZED PER NOTES PERT. RE I N�ORC I NG DETAIL J SCALE: ,� NOTES: I. UTILIZE 2-PART EPDXY OR OTHER EN61NEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). SEE TYP. FOUNDATION 2. PROVIDE %" DIA. HOLE FOR DETAILS FOR ADDITIONAL DOWEL, BLOW OR BRUSH GLEAN. INFORMATION NOT 5HOWN 3. FOLLOW MANUF. INSTALLATION HERE INSTRUCTIONS. FUTURE 8" GMU BLOCK #5 VERT. BAR TO BE 3/a" DIA. ANCHOR -, DRILL 6" INTO EX15T'6 LOCATED PER PLAN IN GROUTED CELL SLAB, EPDXY d DRIVE I I I #5 DOWEL, PROVIDE MIN. 2X4 P.T. TOP BUCK 30" LAP SPLICE I I I O N I I z 2X6 OR 2X8 P.T. BUGK I I I EACH 51DE OF OPENIN6 -VERIFY CONN. REQ'MT w/ 4 DOOR MANUFACTURER a� I i • _ _ III=1 I=1 I I=1 1-1 -II. PROVIDE (5) %" DIA. J-BOLT W/ 5 y2" GRADE I I -I I —I I-� Ii ,I EMBEDMENT AT EACH DOOR BRACKET, -III—I I -I I -I I I -III -I I -I EACH SIDE OF DOOR. PROVIDE I /2"X (a" �—ICI—ICI—ICI 1�1=III-1�1- THICK WASHER W/ EACH ANCHOR 05T BOLT BE 8" MAX ABV URB RE5 E UALLY I=1 I I=1 I I III —I I I - seal: ,.0% G. FRr4/N,,�® Qxv.•�� ENgF• •C,+• o 7 r • : cc r � � TE OF • g • [ >�. . 0• i*0,, x O R \ .•• eye © copyright �MdL�l�fltjO�` 20L1 Structural Engineering, Inc. om TRU55E5 Z PLAN J w w =Z c C7 C" Z w J CD Q � T CONNECTOR = QE c SCHEDULE F- A � U 4 WALL REINF. UJ W= j <TEND INTO O° E T � BEAM i a W Jz CD ED W Y CP � o y m U� 2 ccW C N �a M&K project number: 068-2001 1 project mgr: J S B drawn by: DJ R issue date: 1 1-1 8-2 1 REVISIONS: date: initial: 4xb _\ P05 P.T. PROVIDE (1)-- 51MP50N L5TAI8 STRAP ON EACH EXTERIOR FACE Cz OF POST, q" MIN END LEN6THCU DROPPED a' BEAMS PER PLAN'" REAR WOOD LANAI TYP. BEAM TO P05T CONN. SCALE: 3/4"=11-O" SEE DETAIL I ON STRUCTURAL PLANS FOR ADDITIONAL GONNEGTION INFO NOT 5HOWN HERE -FASTEN EA. ROOF TRU55 TO GMU w/ 51MP50N M5TM16 TW15T STRAP. LQ FASTEN STRAP TO GMU w/ (4) y4" DIA. x 2 y4" LON6 TITEN 5GREW5 OJ - PROVIDE M015TURE BARRIER �Q PLATE (PER TRU55 MANUF) @ F EACH TRU55. i _ T - PROVIDE 2x FLAT BLOGKIN6 FIT T16HT TO ROOF TRU55E5 ® EVERY OTHER BAY IUJ FASTENED TO GMU w/ (3),V 4" DIA. x 3 y2" LONG TAPGON5. FASTEN BLOGKIN6 TO ROOF TRU55E5 w/ (2) 3 y4"x0.131" NAILS ® EA. END. TO . G T Q —_ i p RETRO� I T SPACED APPROXIMATELY 24" O.G.) 1�ET� I L �- I- j START BOLTS AFTER 6ARA6E CURB 0" MAX.) DOOR SUCK DET,�IL&LA M 155ED DOWEL RETRO� I T DETAIL SCALE: NTS SIM. ® GMU STEM FOR DROPPED GRADE LETTEREDDETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME 4 SHALL BE IMPLEMENTED IN SPEC I E I C AND ARE ONLY REOU I RED ALL APPLICABLE AREAS. THESE WHERE 5PEG I F I GALLY INDICATED DETAILS ARE NOT "CUT" ON THE PLANS. ("CUT") ON THE PLANS. H sheet: Q � O W L- 0 ui O t� z o. Ld d N w d U (n �x J J SD-2 .. f••••.. a PERMANENT ROOF TRUSS BRAGIN6 NOTE5: (SINGLE FAMILY HOME OR TOWNHOUSE CONSTRUCTION, WITH ROOF TRUSSES SPACED NO MORE THAN 24" O.G) I. WOOD TRU55E5 SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENT SAFETY INFORMATION (BG51) "61JIDE TO 600D PRACTICE FOR HANDLING, INSTALLING, RE5TRAININ6 4 BRAGIN6 OF METAL PLATE CONNECTED WOOD 1RU55E5," (2008 EDITION). 2. TOP CHORD BRAGIN6: TOP CHORDS SHALL BE BRACED BY DIREGT-APPLIED PLYWOOD/0515 5HEATHIN6. • IF SHEATHING 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FASTENED TOP CHORD, CONTACT M✓IK FOR BRAGIN6 DE516N. 3. BOTTOM CHORD BRAGIN& a. THE BOTTOM CHORDS SHALL BE BRACED BY DIRECT -APPLIED 6.W.B. GEILIN6 4. WEB MEMBER BRAGIN6: THE TRUSS MANUFACTURER SHALL INDICATE THE TRU55 MEMBERS (WEB5, VERTIGALS) THAT REQUIRE LATERAL BRAGIN6/RE5TRAINT. a. 'T' OR 'L' BRACE: WHERE BRAGIN6 15 REQUIRED A5 INDICATED ON SHOP DRAWIN6, UTILIZE 'V OR 'L' BRACES (REFERENCE BG51-133 FI6URE5 83-18 $ 133-19). SHOP APPLIED REINFORCEMENT PER BG51-B3 FI6URE5 133-22 $ BG-23 15 ACCEPTABLE. • 'T' 4 'L' REINFORGIN6 MATERIAL SHALL MATCH THE 51ZE OF THE INEB/VERTIGAL MEMBER. • 'L' $ 'T' REINFORGIN6 TO BE A MINIMUM OF c10% OF THE LEN6TH OF THE WEB/VERTIGAL MEMBER. • FASTEN 'L' OR 'T' REINFORGIN6 TO WEBNERTIGAL W/ Ibd 6UN NAILS (0.1310 1/2") AT 6" O.G. b. CONTINUOUS LATERAL BRAGIN6 ALTERNATE: WHEN THREE (3) OR MORE SIMILARLY GONFI6URED ROOF TRUSSES AL16N, CONTINUOUS ROW5 OF LATERAL BRAGIN6 MAY BE USED IN LIEU OF THE ABOVE -NOTED 'L' OR 'T' BRAGE5. • CONTINUOUS ROWS OF LATERAL BRAGIN6 SHALL GON515T OF MINIMUM 2x4. ROW5 SHALL BE LAP SPLICED ONE TRUSS BEYOND IN EACH DIRECTION. SECURE BRACE TO EACH TPU55 COMPRESSION WEB w/ (2) Ibd 6UN NAILS (0.1310 1/2"). • CONTINUOUS LATERAL BRAGIN6 SHALL BE RESTRAINED BY DIA60NAL BRAGIN6 (MIN. 2" THICK NOMINAL LUMBER 8 MINIMUM 5PF 'STUD' 6RADE MATERIAL). TH15 BRAGIN6 15 TO BE CONTINUOUS. PROVIDE ONE ROW OF DIA60NAL BRAGIN6 AT VERTICAL WEB MEMBERS OF TRUSSES CLOSEST TO EACH GABLE END WALL 8 ADDITIONAL DIA60NAL5 AT 20'-0" A5 REQUIRED. DIA60NAL BRACE NAILED TO OPPOSITE PROVIDE (2) Ibd NAILS 0 51DE OF WEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIREGT-APPLIED PLYWOOD/0513 A /i ROOF SHEATHING GONTIN. LATERAL BRAGIN6 TO LAP ACROSS MIN. (1) TRU55 BAY A5 SHOWN 2x 5TRON6BAGK (NOT REQ'D FOR STRUCTURE) DIRECT -APPLIED PLYWD/O5B COMPRESSION WEB (SLOPIN(5 OR VERTICAL) CONTINUOUS LATERAL BRACE ALTERNATE 0 (3) OR MORE ....................... ADJACENT SIMILAR TRUSSES (SEE INDIV. TRUSS SHOP PRANIN65 " FOR LOGATIONS) 2x 5TRON613AGK MAY BE INSTALLED FOR GON5IRUCTABILITY TO KEEP EVEN 5PAGIN6 AT BOTTOM GHORD (NOT REQ'D FOR STRUCTURE) DIREGT-APPLIED 6WB GEILIN6 SECTION B-B N.7FRMIr WT"W HOWE (3) OR HORE SIMILAR TW56-M ARE 6ROWED DIREGT-APPLIED 6WB GEILIN6 - TYPICAL TRUSS ELEVATION A WEB MEMBER REQUIRIN6 BRAGIN6 A5 INDICATED BY TRU55 MANUFACTURER 2x 5TRON66AGK5 MAY BE INSTALLED FOR GON5TRUCTABILITY TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REOV FOR STRUCTURE) V OR 'T' BRAGIN6 WEB5 DESIGNATED BY TRU55 MANUF. f�a� - COMPONENT 8 GLADDIN6 PRE55URE ZONES Gomponent5 � Gladding Wind Pre55ure5 UP TO 140 MPH Wind Zone ExI2. B, Risk Gat. 11 Enclosed, 0.18 Int. Pre55ure Goeff. MEAN ROOF ZONE PRE55URE50 ZONE PRE55URE50 HT: 25 FT. (P5F) (P5F) ROOF (HIP) 0 +14A -26.6 2r +14A -36.8 200 TO 27° 2e +14.11 -36.8 0 +14A -36.8 0 +14A -28.3 2r +14:61 -45.1 ROOF 2e +14A -28.3 3e +14A -45.1 (GABLE) 20° TO 27° 2n +14A -45.1 3r +141 -53.6 O +21.2 -22A WALLS O +21.2 -28.3 f NOTE:Pre5sure5 charted here are allowable pressures and are permitted to be converted per A5GE 7-I6 Section 2.4.1 to get on equivalent ultimate load pre55ure. Divide allowable pressures by a factor of 0.6 to obtain ultimate pre55ure5. Values are based on Worst case scenario of 10 psf (eff. area). Refer to notes on 5-0.0 for roof/wall nailing requirements. seal,, P' �o ;W: =♦r' � 'gym .. ; of : W s: 1 Z021 Q © copyright: MULHERN & KULP structural Engineering, Inc. 0 cD Z J� w w Z Z w J Q ZF- E- c U W� H v� 3 J H z W ID y W cc L oa.. a U ♦ o. tm E Cb M m E Q ♦ o 0 Y (gyp m Lo CD o M N d M&K project number: 068-200 1 1 project mgr: JSB drawn by: DJ R issue date: 1 `j - `j 8-21 REVISIONS: date: initial: PERMANENT TRUES Q � BRAG I NG DETAILS $ NOTES a SCALE: NONE DIRECT APPLIED GEILIN6 j 0 W LL Q 0 U) � w Z LIJ CL W < IJQ D Ld J d D,I U), 0 Z V1 J J LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN THIS HOME � SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REQU I RED ALL APPLICABLE AREA5. THESE WHERE 5PEG I F I GALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. sheet: � r � 3�� '�� j� o �� w�