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HomeMy WebLinkAbout36880 Precita Ter0 a ABBREVIA'T'ION 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 r- BRK. BRICK OHGD OVERHEAD GARAGE 60OR OPER OPERATOR C.J. CONTROL JOINT OPNG OPENING q CENTER LINE OPT OPTIONAL CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD COL. COLUMN OZ OUNCE CONC. CONCRETE 1/R ONE ROD COND. CONDITION 1/S ONE SHELF CONT. CONTINUOUS CANT. CANTILEVER PC PRECAST CLG. CEILING PDS PULL -DOWN STAIR CM CROWN MOLDING PKT POCKET DOOR CR CHAIR RAIL PNL PANEL PLYWD PLYWOOD D DRYER PREFAB PREFABRICATED d PENNY PR PAIR DBL. DOUBLE PROJ PROJECTED DIA. DIAMETER PSI POUNDS PER SQUARE INCH DIR. DIRECTION PSF POUNDS PRE SQUARE FOOT DN DOWN P.T. PRESSURE TREATED DR DOOR DW DISH WASHER QUAD QUADRUPLE DWG DRAWING D.S. DOWNSPOUT REF REFRIGERATOR DTL DETAIL REINF REINFORCED REQ'D REQUIRED EA. EACH RNG RANGE E.J. EXPANSION JOINT R.O. ROUGH OPENING ELEC. ELECTRICAL R RISER ELEV ELEVATION RND ROUND EQ. EQUAL R&S ROD AND SHELF EQUIP. EQUIPMENT EXP EXPANSION SC SOLID CORE EXT, EXTERIOR SCHEM SCHEMATIC EE EACH END SHLF SHELF SHT SHEET FD FLOOR DRAIN SHWR SHOWER FIN. FINISHED FLOOR SIM SIMILAR FND. FOUNDATION SH SINGLE HUNG FLR. FLOOR S.S. STAINLESS STEEL FP FIREPLACE STL STEEL FR FIRE RATED STRUCT STRUCTURAL FXD FIXED SUSP SUSPENSION FRM FRAME SGD SLIDING GLASS DOOR FTG FOOTING SQ SQUARE GA. GAUGE T TREAD GALV. GALVANIZED TB TOWEL BAR GC GENERAL CONTRACTOR T&G TONGUE AND GROOVE GEN GENERAL TEMP TEMPERED GYP. GYPSUM T.O. TOP OF GL GLUE LAM TR TOWEL ROD GLS GLASS TRPL TRIPLE TYP TYPICAL H HIGH HC HOLLOW CORE U.N.O. UNLESS NOTED OTHERWISE VERT VERTICAL HGT. HEIGHT V.L.I.F. VERIFY LOCATION IN FIELD HDR. HEADER HB HOSE BIBB W WASHER HORIZ. HORIZONTAL W/ WITH INSUL. INSULATION WC WATER CLOSET INT. INTERIOR WD WOOD WWM WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB VTJ a n I OTJ TM C D�n�es 90 Matawan Road Matawan, NJ 07747 (732) 383-2200 36880 PRECITA TERRACE 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." AREA TABULATION, ELEVATION "B" 1 ST FLR A/C 1,131 SQ. FT. 2ND FLR A/C 1,535 SQ. FT. TOTAL A/C 2,666 SQ. FT. ENTRY 41 SQ. FT. GARAGE 453 SQ. FT. LANAI 120 SQ. FT. TOTAL U R 3280 SQ. FT. BUILDING DATA THESE PLANS HAVE BEEN PREPARED TO MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 7th Edition (2020) RESIDENTIAL w/ APPLICABLE SUPPLEMENTS OCCUPANCY: R3 BUILDING TYPE: VB SPRINKLED: NO DRAWING INDEX CS1 CS2 A1.1 A1.2 A2.1 A2.2 A3.1 A4.1 A5.1 A5.2 WP1 WP2 E1.1 E1.2 P1.1 P1.2 S-0.0 F-1.0 F-2.0 S-1.2 S-1.3 SD-1 SD-2 SD-3 PB SB-1 COVERSHEET & BUILDING DATA GENERAL NOTES FIRST FLOOR PLAN SECOND FLOOR PLAN FRONT & REAR ELEVATIONS SIDE ELEVATIONS ROOF PLAN ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE STAIR & RAILING DETAILS NATIONAL ELEC T PIC CODE, BUILDING SECTIONS AND THE CITY OF ZEPHYRHILLS TYPICAL WALL SECTIONS ORDINANCES WATERPROOFING DETAILS WATERPROOFING DETAILS FIRST FLOOR ELECTRICAL PLAN SECOND FLOOR ELECTRICAL PLAN SLAB PENETRATION PLAN REVIEW DATE PLUMBING PLAN CITY OF ZEPHYRHI S STRUCTURAL NOTES FLAN EXAMINER SLAB PLAN BLOCK PLAN Cp 2ND FLR FRAMING PLAN ROOF FRAMING PLAN I FOUNDATION DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS Ir W } _ 01 _zj wr w 0_: >oWCQO Wool-- (nUWW < LLj F- >_ Y Q 1- z �u-00U) zzzpz J ¢ J _j2zLL(n azo 4) F- la- O 0 O cu L) O w w on cr) 3: Lo U) z w ofi ~ r� ® � r= vl (a U w O X z O_ 0= t W U) O1 W I b G Z 1 �aaaa AN 1 202 COMMUNITY; LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 1/18/22 SHEET GS 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 HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A R302.5 DWELLING -GARAGE OPENING AND PENETRATION PROTECTION SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER R903.2 FLASHING OPENINGS AND PENETRATIONS THROUGH THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR FLASHINGS SHALL BE USED TO SEAL ROOFING SYSTEMS, WHERE THE SYSTEM IS INTERRUPTED OR THE GARAGE SHALL BE IN ACCORDANCE WITH SECTIONS R302.5.1 THROUGH R302.5.3. 1. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE FEET, SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 11/2 TERMINATED AND SHALL BE INSTALLED IN A MANNER THAT PREVENTS MOISTURE FROM ENTERING THE WALL 2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES ABOVE THE FLOOR, INCHES (38 MM) BETWEEN THE WALL AND THE HANDRAILS. AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE PERMEABLE MATERIALS AND AT R302.5.1 OPENING PROTECTION 3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES ABOVE THE FLOOR; AND INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES, EXCEPTIONS: 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 FLASHINGS WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES (35 MM) IN THICKNESS, SOLID OR . 2THE USE OF A VOLUTE, TURNOUT, STARTING EASING OR STARTING NEWEL SHALL BE ALLOWED ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. WHERE FLASHING IS OF METAL, THE METAL HONEYCOMBCORE STEEL DOORS NOT LESS THAN 13/8 INCHES (35 MM) THICK, OR 20-MINUTE FIRE -RATED R308.5 GLAZING AND WET SURFACES . OVER THE LOWEST TREAD. SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN PROVIDED IN TABLE R903.2.1 OR IN DOORS. GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, COMPLIANCE WITH RAS 111. SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE R311.7.8.3 GRIP -SIZE EXCEPTION: FLASHING IS NOT REQUIRED AT HIP AND RIDGE JUNCTIONS. R302.6 DWELLING -GARAGE FIRE SEPARATION THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL ANY STANDING OR WALKING SURFACE SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. THIS GRASPABILITY. R903.2.3 MEMBRANE FLASHINGS COMPLY WITH SECTION R302.5. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R702.3.5. SHALL APPLY TO SINGLE GLAZING AND EACH PANE IN MULTIPLE GLAZING. ALL MEMBRANE FLASHING SHALL BE INSTALLED ACCORDING TO THE ROOF ASSEMBLY MANUFACTURER'S THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE 1. TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT PUBLISHED LITERATURE. PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. EXCEPTION: GLAZING THAT IS MORE THAN 60 INCHES, MEASURED HORIZONTALLY AND IN A STRAIGHT LESS THAN 11/4 INCHES (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL IS NOT LINE, FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SWIMMING POOL OR FROM CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF NOT LESS THAN 4 INCHES (102 MM) AND NOT R905.1.1.1 UNDERLAYMENT FOR ASPHALT, METAL, MINERAL SURFACED, SLATE AND SLATE -TYPE ROOF THE EDGE OF A SHOWER, SAUNA OR STEAM ROOM. GREATER THAN 61/4 INCHES (160 MM) WITH A CROSS SECTION OF DIMENSION OF NOT MORE THAN 21/4 COVERINGS TABLE R302.6 DWELLING -GARAGE SEPARATION INCHES (57 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 MM). UNDERLAYMENT FOR ASPHALT SHINGLES, METAL ROOF SHINGLES, MINERAL SURFACED ROLL ROOFING, FROM THE RESIDENCE AND ATTICS R308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS SLATE AND SLATE -TYPE SHINGLES, AND METAL ROOF PANELS SHALL COMPLY WITH ONE OF THE FOLLOWING NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INCHES ABOVE THE 2. TYPE II. HANDRAILS WITH A PERIMETER GREATER THAN 61/4 INCHES (160 MM) SHALL HAVE A METHODS: FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5/8-INCH TYPE X GYPSUM BOARD OR EQUIVALENT PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF STAIRS GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. THE FINGER RECESS SHALL BEGIN ASTMI M D4 TYPE III R TYPE IV UNDERLAYMENT SHALL BE TWO LAYERS OF D226 TYPE I OR AST 869 O STRUCTURE S) SUPPORTING FLOOR/CEILING ASSEMBLIES USED FOR SEPARATION REQUIRED BY THIS ( AND RAMPS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. WITHIN A DISTANCE OF 3/4 INCH 19 MM MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE ( ) INSTALLED AS FOLLOWS: APPLY A 19-INCH (483 MM) STRIP OF UNDERLAYMENT FELT PARALLEL TO AND I LOWS: SECTION 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 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 E T 11 4 INCHES O C SS S L B NOT LESS THAN / NCH S WITH ONE ROW ENTERED IN THE FIELD OF TO A NAILABLE DECK WITH CORROSION RESISTANT FASTENERS H O O C 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 R302.9 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR WALL AND CEILING FINISHES THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO STAIRS, RAMPS AND LANDINGS, THAT ARE LOCATED MORE THAN 30 INCHES (762 MM) MEASURED SHALL BE INSTALLED AS FOLLOWS: APPLY A STRIP OF SYNTHETIC UNDERLAYMENT THAT IS HALF THE WIDTH FLAME SPREAD AND SMOKE -DEVELOPED INDEXES FOR WALL AND CEILING FINISHES SHALL BE IN FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 24 INCHES (610 MM) HORIZONTALLY OF A FULL SHEET PARALLEL TO AND STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4. TO THE EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD. STARTING AT THE EAVE, APPLY FULL SHEETS OF REINFORCED SYNTHETIC UNDERLAYMENT, OVERLAPPING SUCCESSIVE SHEETS HALF THE WIDTH OF A FULL SHEET PLUS THE WIDTH OF THE MANUFACTURER'S EGRESS: R312.1.2 HEIGHT SINGLE -PLY OVERLAP. END LAPS SHALL BE 6 INCHES AND SHALL BE OFFSET BY 6 FEET. SYNTHETIC R302.10 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR INSULATION REQUIRED GUARDS AT OPEN -SIDED WALKING SURFACES, INCLUDING STAIRS, PORCHES, BALCONIES OR UNDERLAYMENT SHALL BE ATTACHED TO A NAILABLE DECK WITH CORROSION -RESISTANT FASTENERS WITH A FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH R310.2.1 MINIMUM OPENING AREA LANDINGS, SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN HEIGHT AS MEASURED VERTICALLY ABOVE MAXIMUM FASTENER SPACING, MEASURED HORIZONTALLY AND VERTICALLY, OF 12 INCHES (305 MM) O.C. SECTIONS R302.10.1 THROUGH R302.10.5. EMERGENCY AND ESCAPE RESCUE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 THE ADJACENT WALKING SURFACE OR THE LINE CONNECTING THE LEADING EDGES OF THE TREADS. BETWEEN SIDE LAPS, AND ONE ROW AT THE END AND SIDE LAPS FASTENED 6 INCHES (152 MM) O.C. FIREBLOCKING: SQUARE FEET. THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24 INCHES AND THE NET UNDERLAYMENT SHALL BE ATTACHED USING ANNULAR RING OR DEFORMED SHANK NAILS WITH METAL OR CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES. EXCEPTIONS: PLASTIC CAPS WITH A NOMINAL CAP DIAMETER OF NOT LESS THAN 1 INCH. METAL CAPS ARE REQUIRED 1. GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 34 INCHES (864 MM) WHERE THE ULTIMATE DESIGN WIND SPEED, VULT, EQUALS OR EXCEEDS 170 MPH. METAL CAPS SHALL HAVE R302.11 FIREBLOCKING EXCEPTION: GRADE FLOOR OR BELOW GRADE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. A THICKNESS OF NOT LESS THAN 32-GAGE SHEET METAL. POWER -DRIVEN METAL CAPS SHALL HAVE A IN COMB USTIBLESONSTRUCTION, 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 CONC €BETE 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 A SNOT EXCEEDING 10 FEET (3048 MM). COMPLYING WITH ASTM F2090 SHALL BE PERMITTED FOR USE ON WINDOWS SERVING AS A REQUIRED T AT H PEN E F STAIR, FORMED BY THE RISER, TREAD AND 1. HE TRIANGULAR OPENINGS THE O SIDE O S A ORME H S INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FRSAlfRI 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 FIREBLOCKINGF O CHIMNEYS YS 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 STAIRWAYS SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN CLEAR WIDTH AT ALL POINTS ABOVE THE 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS. PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. THE CLEAR WIDTH OF WALL COVERING: M1502.4.5.2 MANUFACTURER'S INSTRUCTIONS 4. ONE THICKNESS OF 3/4-INCH (19.1 MM) PARTICLEBOARD WITH JOINTS BACKED BY 3/4-INCH (19.1 MM) THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL BE NOT THE SIZE AND MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED BY THE DRYER PARTICLEBOARD. LESS THAN 311/2 INCHES (787 MM) WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 INCHES (698 R702.4.2 BACKER BOARDS MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE CODE OFFICIAL SHALL BE PROVIDED WITH A COPY OF 5. ONE -HALF -INCH (12.7 MM) GYPSUM BOARD. MM) WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. MATERIALS USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN THE INSTALLATION INSTRUCTIONS FOR THE MAKE AND MODEL OF THE DRYER AT THE CONCEALMENT INSPECTION. IN THE ABSENCE OF FITTING EQUIVALENT LENGTH CALCULATIONS FROM THE CLOTHES DRYER 6. ONE -QUARTER -INCH (6.4 MM) CEMENT -BASED MILLBOARD. SHOWER AREAS SHALL BE OF MATERIALS LISTED IN TABLE R702.4.2, AND INSTALLED IN ACCORDANCE TABLE M1502.4.5.1 SHALL BE USED. 7. BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED MATERIALS R311.7.2 HEADROOM WITH THE MANUFACTUREROS RECOMMENDATIONS.MANUFACTURER, INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE. THE HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN 6 FEET 8 INCHES (2032 MM) MEASURED M1502.4.5.3 DRYER EXHAUST DUCT POWER VENTILATOR 8. CELLULOSE INSULATION INSTALLED AS TESTED IN ACCORDANCE WITH ASTM El 19 OR UL 263, FOR VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF TABLE R702.4.213ACKER BOARD MATERIALS THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED IN ACCORDANCE WITH THE THE SPECIFIC APPLICATION. THE LANDING OR PLATFORM ON THAT PORTION OF THE STAIRWAY. GLASS MAT GYPSUM BACKING PANEL (ASTM C1178) MANUFACTURER'S INSTRUCTIONS FOR THE DRYER EXHAUST DUCT POWER VENTILATOR. FIBER -REINFORCED GYPSUM PANELS (ASTM C1278) R302.12 DRAFTSTOPPING R311.7.5 STAIR TREADS AND RISERS NONASBESTOS FIBER -CEMENT BACKER BOARD (ASTM C1288 OR ISO 8336, CATEGORY C) GENERAL NOTES: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE STAIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF THIS SECTION. FOR THE PURPOSES OF NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS (ASTM C1325) CONCEALED SPACE OF A FLOOR -CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE THIS SECTION, DIMENSIONS AND DIMENSIONED SURFACES SHALL BE EXCLUSIVE OF CARPETS, RUGS OR ATTENTION GENERAL CONTRACTOR / BUILDER: AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET (92.9 M2). DRAFTSTOPPING RUNNERS. WINDOW INSTALLATION ISSUANCE OF PLANS FROM THE ARCHITECT SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL R311.7.5.1 RISERS INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR BE PROVIDED 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 PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF THE TREAD ABOVE AT APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE ARCHITECT, THE ARCHITECT SHALL NOT BE HELD 2.FLOOR FRAMING IS CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS. AN ANGLE NOT MORE THAN 30 DEGREES (0.51 RAD) FROM THE VERTICAL. OPEN RISERS ARE PERMITTED ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE RESPONSIBLE. I PROVIDED THAT THE OPENINGS LOCATED MORE THAN 30 INCHES (762 MM), AS MEASURED VERTICALLY, MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED R302.12.1 MATERIALS TO THE FLOOR OR GRADE BELOW DO NOT PERMIT THE PASSAGE OF A 4-INCH-DIAMETER (102 MM) MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSPECTION NOTES: DRAFTSTOPPING MATERIALS SHALL BE NOT LESS THAN 1/2-INCH (12.7 MM) GYPSUM BOARD, 3/8-INCH (9.5 SPHERE. INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO WORK SHALL NOT BE DONE BEYOND THE POINT INDICATED IN EACH SUCCESSIVE INSPECTION WITHOUT FIRST MM) WOOD STRUCTURAL PANELS OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. OBTAINING THE APPROVAL OF THE BUILDING OFFICIAL. THE BUILDING OFFICIAL, UPON NOTIFICATION, SHALL DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS UNLESS R311.7.5.2 TREADS SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR MAKE THE REQUESTED INSPECTIONS AND SHALL EITHER INDICATE THE PORTION OF THE CONSTRUCTION OTHERWISE APPROVED BY THE BUILDING OFFICIAL. THE INTEGRITY OF THE DRAFTSTOPS SHALL BE THE TREAD DEPTH SHALL BE NOT LESS THAN 10 INCHES (254 MM). THE TREAD DEPTH SHALL BE FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A THAT IS SATISFACTORY AS COMPLETED, OR NOTIFY THE PERMIT HOLDER OR HIS OR HER AGENT WHEREIN MAINTAINED. MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER THE SAME FAILS TO COMPLY WITH THIS CODE. ANY PORTIONS THAT DO NOT COMPLY SHALL BE CORRECTED ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. THE GREATEST TREAD JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS AND SUCH PORTION SHALL NOT BE COVERED OR CONCEALED UNTIL AUTHORIZED BY THE BUILDING OFFICIAL. HAZARDOUS LOCATIONS: DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR FOUNDATION INSPECTION NOTES: MM). WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE R308.4.1 GLAZING IN DOORS R311.7.5.3 NOSINGS EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED GLAZING IN FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE NOSINGS AT TREADS LANDINGS AND FLOORS OF STAIRWAYS SHALL HAVE A RADIUS OF CURVATURE AT 1.EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. CONSIDERED TO BE A HAZARDOUS LOCATION. THE NOSING NOT GREATER THAN 9/16 INCH (14 MM) OR A BEVEL NOT EXCEEDING 1/2 INCH (12.7 MM). A SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER EXTERIOR FINISHES: EXCEPTIONS: 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 a 1. GLAZED OPENINGS OF A SIZE THROUGH WHICH A 3-INCH-DIAMETER SPHERE IS UNABLE TO PASS. BE PROVIDED ON STAIRWAYS. THE GREATEST NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST NOSING PROJECTION BY MORE THAN 3/8 INCH 9.5 MM WITHIN A STAIRWAY. ( ) FLASHINGS SHALL COMPLY WITH AAMA FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: STANDARDS. ° 2. CEMENT PLASTER FINISH OVER WOOD SUBSTRATE SHALL BE 7/8" THICK (3) COAT STUCCO OVER ( * °. 2. DECORATI GLAZING LAYERS OF WATER RESISTANT BARRIERS IN ACCORDANCE WITH FLORIDA BUILDING CODE 7TH EDITION P020) 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 e� o �° R308.4.2 GLAZING ADJACENT TO DOORS. GLAZING IN AN INDIVIDUAL FIXED R P U O OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TO INCHES (279 MM). APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS IN %� FLOOD ZONE REQUIREMENTS: BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 R311.7.8 HANDRAILS ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS DETAILS ARE NOT PROVIDED, PAN FLASHING BE INSTALLED PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. sedgy 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 OR SHALL AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT CONDITIONS: RISERS. WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR MECHANICAL AND HVAC: 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE 1. WHERE THE GLAZING IS WITHIN 24 INCHES OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE R311.7.8.1 HEIGHT SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. DOOR IN A CLOSED POSITION. HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, PROTECTION AT THE HEAD AND SIDES. INS CORDANCE 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 PR OFESSI NAL. 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 EXCEPTIONS: 1.4. INAC CORDANCE 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: FMA/AAMAIWDMA 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 ORB 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. m W } = oC � 0 }>_ > m 0 W �❑I- U): w QWI-- _ Q m ❑ m CC cc 0yZOOW Z W J Q d _ 0. �cn❑0U z u- cn H Q Z ❑ N n H H 0 O 0 U) � w o O z w 0) 1'l O W 0 w w U I w O z Z O a U) W cn o� V) O i a a a a 4 4 JAN,1 8 2022 ,00 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: i118122 SHEET CS2 vi C7 z Q 0 06 W z J w W w F- z_ F- 0 o= w CL O Er IL Ir w F- O 0 z a - 1 T_ F-II�TfIi i d, I il dui ikF IIY�iI-Ii1114Tl1 111 III , -A,. h,;.,wl III k 0 O N Lo 0 i ol 40'-011 lo ol 1614" ol 12'-0" 611 ill -Oil 6" ol STUCCO WRAPPED ---- BEAMt7a 7-8" ---- STUCCO WRAPPED w 4X6 POSTS w �cp Fl- acp LANAI � p p ¢ 8'-8" CLG. ( p m m � MOISTURE RESISTANT U) DRYWALL CLG. 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WATERLINE 1/2" WALL BOARD ON GARAGE SIDE PROVIDE INSULATION AS REQ'D 2" CONC. 2 CAR GARAGE 91 d' CD co 0 N Lo LEGEND SYMBOLS A BUILDING/WALL SECTION SKI MARKER OINTERIOR ELEVATION MARKER EMERGENCY ESCAPE & RESCUE dP ELEVATION STEP BRKX FLOORING BREAK WALL TYPES 1,77,77,77, 7\ 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 RACKET SPACED SOLID SURFACE B (u? 16" O.C. FOR COUNTERTOP VERHANGS GREATER THAN 10" TOP PLATE 1'-2" MAx 2x4 STUD WALL SEE PLANS FOR WALL LAYOUT 1/2" GYP. [BASE CABINET AS BD. PER SHOP DWGJ N WD.BASE MOLDING'']j FINISH FLOOR F IS FOORI rSUBFLOOR BEARING WALLS: REVIEW STRUCTURAL DRAWINGS FOR LOCATIONS OF BEARING WALLS. HANDRAIL GRASPABLE 1-1/2" MIN HANDRAIL; 1 1/4" MIN TO 1/2" MIN. 2" MAX DIAMETER m RETURN HANDRAIL M SECTION PLAN PROVIDE HANDRAIL IN COMPLIANCE WITH FBC 71h EDITION STAIR DIAGRAM IJ CURB 8'-8" CLG 5/8" TYPE "X" IN - CEILING BOARD '-co " T ABV. o rr�� r N 20'-L" N u F--------------------------------- -----� ><, 16070 GARAGE DOOR *25 SH 37" x63" EGRESS Q 5'-4" 8'-8" 3'-11" '-4"1'-4" I 16'-0" ol 14'-0" 6'-011 I 20'-0" FIRST FLOOR PLAN SCALE: 1/4"=1'-0" 2 • 9 STAIR CALLS. FLOOR TO FLOOR HEIGHT 10'-2 3/4" CONVERTED TO INCHES 122 3/4" TOTAL NUMBER OF RISERS 16 TYP. RISER HEIGHT 7 11/16" TREAD DEPTH 10" NOSING I TYPICAL DOOR PLACEMENT DIAGRAMS ODOORS LOCATED WITHIN A LENGTH OF ARE TO BE CENTERED UNLESS DIMENSob OR NOTED OTHERWISE. 1 . ® 1V ® 00 Hold DOORS LOCATED ADJACENT TO WALL OINTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. W } 2 � �00E- >I <0 U) w Q�W_F— _ F- > J tr T- tY Y 0 I— Z 06LL00() z z z ~Ui Z_ J Q J W tZ = cc ZIcnp0U ZD = z LL (n �F-Qz0 co CZ ON O Q 2 0 O r� V o a 0 o O 0 U) U) w x x w '-I um 0 z "Q 0 r U) W t Z O � U G a a A18 zozz COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 1/18/22 SHEET At I . a O CV a 0 N 71-811 26'-011 61-411 *(2)3050 SH SHOWER HEAD 36"x60" ACRYLIC 3-SIDED ACRYLIC *3050 SH (36"X60" EGRESS) & CONTROLS SHWR PAN SURROUND (36"X60" EGRESS) WC CV o TIN 1 � I I_ co 1 2C'7 U) ' OC CO SECOND FLOOR PLAN SCALE: 1 /4"=1'-0" LINE OF BEDROOM 4 BEDROOM 3 1 LEGEND SYMBOLS A BUILDING/WALL SECTION SHT MARKER OINTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE ELEVATION STEP BRKX FLOORING BREAK WALL TYPES v 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 SOLID OLID SURFACE 9 6" O.C. FOR COUNTERTOVP ERHANGS GREATER THAN 1 oll TOP PLATE 2x4 STUD WALL 1 -2 MAX. SEE PLANS FOR WALL LAYOUT _ 1 /2" GYP. tBASE CABINET AS BD. PER SHOP DWGJ N WD.BASE MOLDING FINISH FLOOR FINSH F OIORI A I rSUBFLOOR 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 UBBINTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. W C� J I=cr- - W w000 } >oCQO WC,I- U) w Q :D = Er 5�cc(r Y01-Z ,6LLO_Ow ~ z z z z � J Q 2 J WC-2crC- _3cQoOU �2Zu_W z� �I-¢00 � pp a Zo Q O � Q a 2 O O z 0 U (L O o 0 u. 0 cl U) 0 w u w w o X z O_ U) W tn O� Cn aaaaa fi Z 1 N 1 2022 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 1/18/22 SHEET Al 02 Il - i,.I; 1 1111 t •illkdf-1 4116m 11111111ifiliulWlilln N"Askl: libui 1;114 W Idil !I ILL"I'L._.r61101'. 1 1 1 1, , 1l_. - II VI II,Ib.S.il il,. rLI 2'-011 d' 2" 40 co N +1 2,-4„ D=F OAM LOUVER DETAIL SCALE: Wl GARAGE HEAD TRIM DETAIL SCALE: 3/4"=1'-0" WINDOW SILL DETAIL SCALE: 3/4"=l'-0" Q r N 12 ROOF SHINGLES PER 5 COMMUNITY SPECS (TYP.) 12 5 PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY TEXTURE - BODY COLOR FINISH SAND TRIM COLOR FINISH. NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & 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) Ir W J I- W wzOm wWz0 >oca0 (AUW W QZ)WF. _ F J > CC Y Q I- Z '6LL00cn Z Z Z H Z J Q M J W _ � U) 0 U =ZLLU) � P < z p ��� ri N (� n r Q Q U z o p O � w w w o 0 w I w o p z �C o_ r w U W U) O E o azaaaaa 2022 (COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 1/18/22 SHEET A2. I v 4" STUCCO B, Q LEFT ELEVATION SCALE: 1 /4"=1'-0" RIGHT ELEVATION SCALE: 1 /4"=1'-0 PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH 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 }_I } >oCQO W 0 H cnUW W Q = _W F- _ F > J U) cc Y 0 I— z LL00C/) z z Z F W rr J Q � J WC__crC_ �2ZOcn �I—az0 n a O N n O � Q Q 0 o Vl z o U 0 w w 0 w A U w U) w 0 3: z 0 OC N W U) O � lz o wz JAN 1 2022 COMMUNITY; LINKSA' CALUSA SPRINGS PLAN # 6103 RELEASED: 1/18/22 SHEET A2.2 i i I :,tlil Hiu'-All'olY IWY;i WIII' YiY (IYW114Y IIItAu¢::a 41h,hklal,_;:; 1 1 1 1 1 11111i i — I a a ROOF PLAN SCALE: 1 /4"=1'-0" a LOWER ROOF ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 120 SQ. FT. 1 IS SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SO. IN. / LF. 1 18 LF. R806.2:THE MINIMUM NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE VENTED SPACE. UPPER ROOF ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 1611 SQ. FT. 773 SQ. IN. UPPER VENT 40% NET VENT MIN. 309 SQ. IN. UPPER VENT 50% NET VENT MAX. 387 SQ. IN. UPPER VENTS REQUIRED 48" TAMCO OFF -RIDGE VENT (138 SI NET FREE) 3 VENTS NET FREE AREA UPPER ROOF VENTING 414 SQ. IN. NET FREE AREA SOFFIT VENTING 414 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SQ. IN. / LF. 63 LF. NOTE: LOCATE RIDGE VENTS 2'-0" OFF ALL HIPS RIDGES OR VALLEYS, MIN., TYP. R806.2:THE MINIMUM NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. UNDERLAYMENT APPLICATIONS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.1.1 FOR ASPHALT SHINGLES REFERENCE TO SECTION R905.2 FOR TILE ROOFING REFERENCE TO SECTION R905.3 Ir W >- _ m ELI 3�O>.F- 5; < o LU 0 F- cnUWw 2 � J �LLJ x IY Iz YOI-Z LL00C6 zzz~Lu z_ L J QQ � J wa.=cra =ZLLU) ?o �HQcz cl ZO 6 Q d^ Q o O � a Q 0 l� V Z 0 a. O O O 0� cn w w 0 x z 0 tn W to 08 � [a azaaaaa JAN 1 2022 COMMUNITY: LINKS A CALUSA SPRINGS PLAN # 6103 RELEASED: 1/18/22 SHEET A3. I , I w i h.eiLA,, [un UAIIAI lila r n n9. 11p IA FIT— 91 0 1 X8 G (RIPP CASH BY SF GYP. - PRE-ENG. ROOF TRUSSES (SEE FRAMING SHEET FOR DETAILS) 2X4 KNEEWE BASE BOA PER SPEC INSULATION PER ENERGY CALLS. NOTE: \ SEE STRUCTURAL DRAWINGS \ FOR STRUCTURAL BEARING \ AND CONNECTIONS \ STAIR DATA: \ 18 RISERS @7.71" \ 17 TREADS @10"+1" \ HALL / / 42" LOW WALL / 2X8 WALL v— 1 "MAX. / 1 X KICK PLA T E 2X4 RE-INFORCING 10" x @ EA. 2X12 STRINGER `r° Tz T r- " T & G SUBFLOOR GLUED AND SCREWED W/ 8DX3" f FLOOR FRAMING SCREW SHANK , SEE STRUCTURAL BALLISTIC ELECTRO `" DRAWINGS GALVANIZED STRIP NAILS @ 6" O.C. @ CL EDGES AND 12" O.C. IN FIELD. S&R \\ o GREAT \\ ROOM II \ IN,2X LANDING FRAMING s \ \ \ SEE STRUCTURAL I I \ (2) LAYERS 4" PLYWOOD MATERIAL RIPS FOR I I \ _ \ IN. NAILING I I-N _I � :. I.. .. ..... t .._..: _f _..I _-� , I I I I I I STAIR SECTION SCALE: 1 /2"=1'-0" SKIRT BOARD / CURB DETAIL SCALE: 1 "= 1'-O" SKIRTBOAF PER SPEC. KN E EWALL DETAIL SCALE: 1"= 1'-O" AT FOOT OF STAIR IY W �0o� >cr-<0 W�❑F- ir c)UWw QZ)wl— >¢ (rcrEr Y01—z C-6 IL O O cn zzzF'z w J J Q � wIL=cr-9 U) ❑ O U ❑2zWU) �I—Qz-0 cr- r` ~ Z O C9,� Q O O O U) j V 0 w 0 0 w ww 0 a: Z 0< z i I i �O G. I I It i cn ❑ I I I I I t O I I I I rneim A w Z I a a a a a I I AN 18 202 I COMMUNITY: LINKS AT CALUSA SPRINGS E PLAN # 6103 RELEASED: 1/18/22 i SHEET A4. 1 z L n z D D z L 7C T 0 T � 0o ao 0 bo bo 0 N N n T.O. WALL _ T.O. WINDOW SECOND FLOOR T.O. MASONRY T.O. WINDOW T.O. WALL — T.O. WINDOW SECOND FLOOR T.O. MASONRY ��i��i41�I�I��►J ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) , CL. 1 A5.1 12 5 PRE-ENG. ROOF TRUSSES (SEE i FRAMING SHEET FOR DETAILS) INSULATION PER ENERGY CALCS. L HALL BATH HALL , , , , FLO R FRAMING SEE STF UCTURA I DRAWINGS DINING AREA BUILDING SECTION SCALE: 1 /4"=1'-0" ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) 2X8 WALL 42" LOW WALL 12 5 BEDROOM 4 EXTERIOR WALL BATT. INSULATION SEE ENERGY CALCS INSULATION PER J ENERGY CALC. TYP. BOTTOM OF LINTEL 2 CAR GARAGE @ 7-4" A.F.F. 2 A5.1 i 12 5 i i PRE-ENG. ROOF TRUSSES (SEE FRAMING SHEET FOR DETAILS) / INSULATION PER ENERGY CALCS. - HALL , , FLOOR FRAMING SEE STRUCTURAL DRAWINGS INSULATION PER ENERGY CALC. TYP. 12 5 ,MECH BR 3 WIC 1 BUILDING SECTION SCALE: 1 /4"=1'-0" _..„Tilt i IT - EXTERIOR WALL BATT. INSULATION SEE ENERGY CALCS Ir LLI T- ILIJ �Lu z001— } >oCQO W ❑ir H U) U W � � W Q H 2 J C- tY Y 0 I- Z "dLLOOcf) Z z Z ~ Z w � J Q W C_ _ = C_ �(1)❑OCU 2ZLLU) �F-Q9❑ Q � Q Q o O �Q Q 0 O O � � w 0 0 0.0 � 0 U) mj w _ D w i 0 3 z O_ U U) W t Z O I.. En- o aaaaa WZ N 18 2022 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 1/18/22 SHEET Av. `I SEE ROOF PLAN INSULATION AS PER SPECS. 8_3 \ PRE-ENGINEERED �l GABLE END ROOF TRUSS - REFER TO STRUCTURALS 1/2" (MIN.) CLG. BD. _vL TYP. HIPPED PE SCALE: 1/2" V-0" SOFFIT AT RAKE (BEYOND) REFER TO PLANS FINISH PER PLAN 7/8 STUCCO OVER LATH W/ 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) BENT METAL FLASHING REFER TO "L" FLASHING DETAIL �_2X LEDGER BOARD gk TOP OF PLATE \AF(REFER TO ELEV.) 2X ALUM WRAPPED FASCIA BD. WALUM DRIP EDGE -SOFFIT INSTALLED PER MANUF. SPECS 2X PT BLOCKING STRUCTURALS HURRICANE STRAP - REFER TO NT ROOF DETAIL 12 SEE ROOF PLAN INSULATION PER COMMUNITY SPEC. SEE ENERGY CALCS. 1/2" (MIN.) CLG. BD. WINDOW PER PLAN PROVIDE BATT INSUL. - PER ENERGY CALCS. PRE-ENGINEERED FLOOR TRUSSES w/ 3/4" SUBFLOOR SCREWED AND GLUED - REFER TO STRUCTURAL DRAWINGS FOR SIZE AND ORIENTATION 1/2" (MIN.) CLG. BD. DRAFTSTOPPING AS PER R302.12 WHEN CONCEALED SPACE EXCEEDS 1,OOOSF 1 x6 PT DRAPE BLKG ABOVE WINDOWS WINDOW PER PLAN SOLID SURFACE CAULKED @ WINDOW 1/2" GYP. BID. OVER RADIANT BARRIER INSULATION (R-4.1) ATTACHED TO 1 x2 PT. FURRING Ca) 24" O.C. BASE BOARD 2-STORY - FRAMED WALL SEE INSULATION AS PER SPECS. 1/2" (MIN.) CLG. BD. 631 �8 PRE-ENGINEERED -2 GABLE END ROOF ;zl 1� 21 IL TRUSS - REFER TO STRUCTURALS TYP. PENT ROOF SCALE: 1/2" V-0" ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE 11 OR SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE 11 INSTALLED PER P1905.1.1.1 (SEE SHEET CS2) OR CONCRETE TILE W/ SELF ADHERED MEMBRANE UNDERLAYMENT 60 MIL. OR EQUAL 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 WALL \-F(REFER T5-ELEV.) 2X ALUM WRAPPED FASCIA t BID. w/ALUM DRIP EDGE EL . SOFFIT INSTALLED PER MANUF. SPECS 2X PT BLOCKING HEADER PER STRUCTURALS EXTERIOR FRAMED WALL —THICKNESS PER PLAN 7/8 STUCCO OVER LATH W/ 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) WALL SHEATHING PER STRUCTURAL PLANS OL TOP OF FLOOR (REFER TO ELEV.) MID -WALL WEEP SCREED/EXPANSION JOINT OIL TOP OF CMU (REFER TO ELEV.) OL TOP OF WINDOW (REFER TO ELEV.) -SEE STRUCTURAL 'DRAWINGS PRECAST WIN. SILL 8" CMU BLOCK w/ CEMENTITIOUS FINISH SLOPE GRADE AWAY FROM HOUSE "lk 01 FOUNDATION PER STRUCTURAL DRAWINGS TYP. 2—STORY WALL SECTION SCALE: 1/2" = l'-O" - SOFFIT AT RAKE (BEYOND) REFER TO PLANS - FINISH PER PLAN - 7/8 STUCCO OVER LATH W/ 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) BENT METAL FLASHING REFER TO "L" FLASHING DETAIL -2X LEDGER BOARD OL TOP OF C.M.U. �--F(REFER TO ELEV.) 2X ALUM WRAPPED FASCIA BD. w/ALUM DRIP EDGE -SOFFIT INSTALLED PER MANUF. SPECS 2X PT BLOCKING STRUCTURALS -HURRICANE STRAP - REFER TO DETAIL SEE SOFFIT AT RAKE (BEYOND) ROOF PLAN_- __�_ I REFER TO PLANS N 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 A-, TOP OF C. M. U. J \-F(A-EFER TO ELEV.) INSULATION AS 2X ALUM WRAPPED FASCIA PER SPECS. BD. WALUM DRIP EDGE PRE-ENGINEERED SOFFIT INSTALLED PER GABLE END ROOF MANUF. SPECS TRUSS - REFER TO 2X PT BLOCKING HURRICANE STRAP - REFER TO STRUC TURALS STRUCTURALS 1/2" (MIN.) CLG. BID. MASONRY LINTEL - REFER TO -IRSTRUCTURALS TYP. HIPPED PENT ROOF DETAIL 2-STORY - FRAMED WALL SCALE: 1/2" V-0" ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE 11 OR SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE 11 INSTALLED PER R905.1.1.1 (SEE SHEET CS2) OR CONCRETE TILE W/ SELF ADHERED MEMBRANE UNDERLAYMENT 12 60 MIL. OR EQUAL SEEROOF PLAN 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 �onon STRUCTURAL. OL TOP OF C. M. U. I-F(REFER TO ELEV.) INSULATION PER 2x6 ALUM WRAPPED FASCIA COMMUNITY SPEC. BD. WALUM DRIP EDGE SEE ENERGY CALCS. E 1/2" (MIN.) CLG. BD. V'�-SOFFIT INSTALLED PER I x PT DRAPE BLKG MANUF. SPECS ABOVE WINDOWS 1/2" 2X PT BLOCKING G.W.B. / III SEE STRUCTURAL WINDOW PER PLAN PLAN SOLID SURFACE CAULKED @ WINDOW 1/2" GYP. BD. OVER RADIANT PRECAST WIN. SILL BARRIER INSULATION (R-4.1) ATTACHED TO. lx2 PT. OW R RAD IANT 10 N (R-4 _1)\ 2 PT FURRING @ 24" O.C. SLOPE GRADE AWAY FROM HOUSE BASE BOARD OL 0. -01, FIN. FL. TYP. 1 —STORY FOUNDATION PER STRUCTURAL DRAWINGS WALL C@ WINDOW SCALE: 1/2" V-0" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS GYPSUM ZGYPSUM PROVIDE 2X4 BOARD FRAMED BOARD ENCLOSURE FOR 2 GYPSUM ELECTRICAL tr BOARD PANEL, FINISH W/ w FGARAGE1 0- '.'GYPSUM 2 BOARD X NICHE FOP ELECTRIC METER ELECTRIC/ LOCATION - SEE PANEL & PLANS. VERIFY WIRING INSTALLATION IN c� FIELD Z-) ELECTRICAL PANEL ELECTRICI STUCCO PANEL FINISH 1, c1l EXTERIOR co EXTERIOR - CMU BLOG CMU BLOC WALL Lq WALL CONCRETE cli CONCRETE CURB REFER CURB REFE TO PLANS TO PLANS ONCRETE- SLAB ON GRADE R_ G RADE AT GARAGE FLOOR ELECTRICAL PANEL NICHE AT CMU BLOCK WALL 1 -STORY - MASONRY WALL SEE SOFFIT AT RAKE (BEYOND) REFER TO PLANS __- FINISH PER PLAN - 7/8 STUCCO OVER LATH W/ 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) R-_ BENT METAL FLASHING lono REFER TO "L" FLASHING DETAIL 0 _2X LEDGER BOARD OL TOP OF C. M. U. \-F(REFER TO ELEV.) INSULATION AS 2X ALUM WRAPPED FASCIA PER SPECS. BD. w/ALUM DRIP EDGE 1/2" (MIN.) CLG. BD. SOFFIT INSTALLED PER MANUF. SPECS PRE-ENGINEERED 2X PT BLOCKING GABLE END ROOF HURRICANE STRAP - REFER TO TRUSS - REFER TO STRUCTURALS STRUCTURALS MASONRY LINTEL - REFER TO STRUCTURALS TYP. PENT ROOF DETAIL SCALE: 1/2" V-0" 1 -STORY - MASONRY WALL ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE 11 OR SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE 11 INSTALLED PER R905.1.1.1 (SEE SHEET CS2) OR CONCRETE TILE W/ SELF ADHERED MEMBRANE UNDERLAYMENT 12 60 MIL. OR EQUAL _'7:77 5ft ROOF PLAN 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. 2x6 ALUM WRAPPED FASCIA it %EE\ 1. BD. w/ALUM DRIP EDGE 1/21' (MIN.) -1 - ----- N CLG.BD. \-SOFFIT INSTALLED PER �8" TYPE'X'GYP. BD. MANUF. SPECS TO BE PROVIDED 2X PT BLOCKING WHEN LIVING SPACE IS AB SEE STRUCTURAL PLAN EXPANSION JOINT r DRIVEWAY PER COMMUNITY GARAGE SLAB 4" SPECS SEE STRUCT6� LL J�SLOPEE 40, PLANS LOPE L. I , -01, FIN. FL. ----FOUNDATION Nt PER STRUCTURAL DRAWINGS cl) WALL SECTION GARAGE DOOR SCALE: 1/2" = V-0" SCALE: 1/2" = l'-O" ATTIC OR SECOND! FLOOR LIVING SPACE REFER TO PLANS T.O. M =_ -r- i L ----- - - - - - - - z rr w a_ c� in N - L L --\-JL _]E: L i - R -_. I INSULATION AS PER SPECS. _I 1/2" (MIN.) CLG. BD. PRE-ENGINEERED GABLE END ROOF TRUSS - REFER TO STRUCTURALS TYP. GABLE END 7/8 STUCCO OVER LATH W/ 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) /--HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. MID -WALL WEEP SCREED/ EXPANSION JOINT ojL TOP OF C.M. U. "�2X ALUM WRAPPED FASCIA BD. w/ALUM DRIP EDGE \--SOFFIT AS PER SPECS. \--MASONRY LINTEL, SEE STRUCTURALS DETAIL SCALE: 1/2" l'-O" 1 -STORY - MASONRY WALL ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE 11 OR SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE 11 INSTALLED PER R905.1.1.1 (SEE SHEET CS2) OR CONCRETE TILE W/ SELF ADHERED MEMBRANE UNDERLAYMENT 12 60 MIL. OR EQUAL SEEROOF PLAN PRE-ENGINEERED ROOF - TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. ,��HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. TOP OF C.M.U. 30 2x6 ALUM WRAPPED FASCIA 1/2" EXTERIOR SOFFIT "\EE\ BD. WALUM DRIP EDGE It BID. W/ KNOCKDOWN E PLASTER FINISH SEE STRUCTURAL �SOFFIT INSTALLED PER PLANS MANUF. SPECS 2X PT BLOCKING SLOPE 8" CMU BLOCK W/ CEMENTITIOUS FINISH SLOPE GRADE AWAY FROM HOUSE t\ 01-01, "f FIN. FL. `—FOUNDATION PER STRUCTURAL DRAWINGS TYP. CMU COLUMN @) LANAI/PORCH SCALE: 1/2" l'-O" 1/2" MORTAR BED "SCRATCH COAT" (TYPE N OR S) ADHERED STONE VENEER "MANUFACTURED" MORTAR JOINT STONE VENEER DETAIL SCALE: 1 l'-O" DRYWALL 2X FRAMIN W/ INSULAT SYNTHETIC LAP SIDING BARRICADE PLUS WRB (OR APPROVED EQUAL) MIN. 1 1/4" OVERLAP EXTERIOR SHEATHING ATTACH PER MANUFACT. INSTRUCTIONS LAP SIDING DETAIL SCALE: 1-1/2" V-0" NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION F %v, ol., tA 4 1. "j or": Cc Lu z: CC cl i-Z Lu uj z o -r 3: 0 > - i­- Lu Lu Z 0 > 1= < LLI Ir i­- Lu o U) ui < I_- CL U) Uj LU cr It 0 z od LL 0 0 U) Z Z cc 15 U) < LU CL T_ _3 U) a 0 0 Z) Z LL U) < cz - 8 00 1'1� < 0 cc Fz < F-m; < 0 0 j U j 0 W-j U) im Z 0) 0 u o W U) U) w 0 3: z > z 0 U) w tn Z o w rn w C3 z <, A< JAN 18 2022 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: SHEEr A4592 z i u < 4 z < < z 3- A z 3- D 3- D D z < Z u D 7z > D r_ 2X FRAMING FLOOR BARRICADE PLUS WRB SHEATHING PER (OR APPROVED EQUAL) SPEC. RIM BOARD REFER TO _- STRUCT DWGS. 60 MIN. GRADE D PAPER BACKED I LATH WALL SHEATHING 1 Ems--.� 7/8" 3-COAT ' STUCCO c-� SHEATHING 1 : F FLUSH WITH I '- BLOCK WALL 1 MID -WALL WEEP SCREED/EXPANSION 1 JOINT 1 6" SELF ADHERED FLASHING CEMENTITIOU COATING BUILDING FELT ON TOP OF CONC. BLOCK---�� UNDER FLOOR MAINTAIN 1/8" GAP — MEMBERS BETWEEN SHEATHING * TYPICAL AT ALL WOOD CONCRETE AND TOP OF BLOCK TO MASONRY BLOCK WALL TRANSITIONS EXPANSION JOINT (EJ) AT FRAME & MASONRY SCALE: 1/2" = 1'-0" PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH @ 9" O.C. MAX. (VERT.) NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ 8" LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED @ 7" O.C. MAX. VERTICALLY LATH SHALL NOT BE BE CONTINUOUS 0 THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE PER ASTM C1063 7.10.1.4 TYPICAL STUDS TYPE "M" CONTROL JOINT (WE SCALE: N.T.S. Ln "L" FLASHING SCALE: N.T.S. 8" THICK, 3 COAT CEMENT PLASTER 60 MIN. GRADE D PAPER BACKED LATH APPROVED METAL LATH FASTENED @ 7" (VERT.) O.C. MAX. AT SUPPORTS BARRICADE PLUS WRB (OR APPROVED EQUAL) WOOD SHEATHING PROVIDE 2X4 BLOCKING FLAT MAX. 6" TO 8" FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL STUD 2X4 BLOCKING NOTE: 1. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO BE NO. 18 - 0.0475" WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION TO WALL STUDS REQUIRED PER PLAN VUUU 511tA I HINU �0 MIN. GRADE D PAPER BACKED .ATH OVER BARRICADE PLUS WRB OR APPROVED EQUAL) " THICK, 3 COAT CEMENT PLASTER 4ETALLATH .AP WRB & TAPE OVER ROOFMALL 'CREED ,X5 "L" TYPE CONTINUOUS GALV. IETAL FLASHING (NAIL TO ROOF )ECK, NOT WALL SHEATHING) INDERLAYMENT PER CODE :AP SHINGLE - DO NOT NAIL, JSTALL WITH ROOF CEMENT IOOF CEMENT ;HINGLE ROOFING WOOD SHEATHII"^ BARRICADE PLUS Wf (OR APPROVED EQU/ LAP SIDING (PER BUILDE MIN. LAP (PER MANUF. SPEC STARTER STRIP (PER MANUF. SPEC MIN. CLEARANCE (PER MANUF. SPEC 5X5 "L" TYPE CONTINUOUS GAL METAL FLASHING (NAIL TO ROOF DEC NOT WALL SHEATHIN UNDERLAYMENT PER COE CAP SHINGLE - DO NOT NAIL, INSTAI WITH ROOF CEMEP ROOF CEMEP SHINGLE ROOFII CL �z J IY Lo w T "L" FLASHING - SIDING SCALE: N.T.S. $" THICK, 3 COAT CEMENT PLASTER 60 MIN. GRADE D PAPER BACKED LATH BARRICADE PLUS WRB (OR APPROVED EQUAL) WRAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1-1/2" ABOVE SHINGLES ROOFMALL SCREED 5X5 WALL FLASHING KICK -OUT FLASHING (SEE DTL. BELOW) FELT UNDERLAYMENT 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. STEP 1 FOLC BARRICADE PLUS WRB (OR APPROVED EQUAL) WOOD SHEATHING WOOD CONSTRUCTION 60 MIN. GRADE D PAPER BACKED LATH METAL LATH s" MID -WALL WEEP SCREED 6" SELF-ADHESIVE FLASHING $" THICK, 3 COAT CEMENT PLASTER HORIZONTAL WEEP SCREED SCALE: N.T.S. 0 FOLD INWARD @ PT. A STEP 3 Ott z ul FOLD @ ©© FOLD @ 77° FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C STEP 2 0 FOLD INWARD @ PT. A CREASE @ PT. B WATERTIGHT SEA ��®®®®®° FOLD. DO NOT ��.''° , A &E BOTTOM FLAN o ro FOLD INWARD @ PT. A0F CREASE @ PT. B°' CREASE @ PT. C FOLD PT. C OVER PT. B TILL '•4 PT. C TOUCHES BOTTOM FLANGE It w IY �00f >I <0 (l)Uww < W I- 2 - Q Z) c Y 0 I- z ,o u- O O (n z z z ~ z w Q J m: CL 2= -i(n❑OU D = z w c �I-Qz❑ �� QQ Q o Q U) wi o O ISM O u A O W-j u 00 Z 0 O O O U) w w w O z z o I i IL ! a U' w 0 I I I cn o ig I I i ` v� A F aaaaa r�z .�'_ f 1 8 2022 i L L COMMUNITY: INKS AT CALUSA SPRINGS E PLAN # 6103 RELEASED: 1/18/22 i SHEET WP I z 7) z O z A C u L C L C Li I:Alhi OICADETM MCADETM BARRICADETM BARRICAPIfim BARRICADETM Fold the three flaps in through the opening, fastening them inside with staples set about every 6". Fold top flap up and tape temporarily as shown. Other Important Details: • Install building wrap "shingle -lap" fashion (with the higher piece lapped over the outside of the piece below). • All horizontal overlaps of building wrap should be at least 4" and vertical overlaps should at least be 6". WRB INSTALLATION. SCALE: N.T.S. sheathing or exterior gypsum board. BARRICADETM BARRICADETM BARRICADETM BARRICADETM y RRICADETM BARRICADETM BARRICADETM Install the bottom flashing over the wrap. Note: Barricade Building Products recommends the use of flashing material, such as OptiFlash® or Contour® premium butyl rubber flashing, that meets or exceeds Federal Specification UU-B-790a, Grade A and is minimum 6" in width. • At roof sections, be careful to lap the building wrap over the entire top of any step flashed areas against the wall. • Around exterior doors, follow the same flashing procedures as indicated in steps 5 and 6 for windows. BARRICADETM BARRICADETM BARRICADETM Flashing details around window: A' Install side flashing over side window flanges. g Install head flashing over the top window flange and extend it out 3"-4" over the side flashings. C Bottom window flange should be over flashing, installed in Step 5. D Remove temporary tape from top building wrap flap and apply over installed head flashing. Note: Windows must be installed in accordance with manufacturer's recommended installation procedures. 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) e SEAL EDGE OF P.T. WOOD BUCK TO MASONRY EXTERIOR CMU WALL 1) PROTECTO WRAP LWM200 OR SIMILAR ON WINDOW SILL, JAMBS AND HEAD. APPLY AROUND CORNER AND EXTEND 6" ALL AROUND THE EDGES OF THE WALL PRECAST SILL 2) SET P.T. WOOD BUCK OVER CMU WATERPROOFING IN URETHANE SEALANT. FASTEN PER PRODUCT APPROVALS. 3) APPLY LIQUID WATERPROOFING MEMBRANE OVER THE TOP AND EXTERIOR FACE OF BUCK AND SILL 4) INSTALL WINDOW OR DOOR. FASTEN PER PRODUCT APPROVALS AND SEAL WINDOW OR DOOR FRAME TO P.T. WOOD BUCK AND MASONRY CMU OPENING WATERPROOFING SCALE: N.T.S. BARRICADETM • Barricade Flash Right SBS Window & Door Flashing Tape • Barricade Sill Corners • Barricade Conform Stretchable Flashing WOOD OPENING WATERPROOFING rr W �_rr �00� >CWC40 W:D0I— ¢D�- _a. � � J Y Q H Z L_00(1) ZZZI'z J Q 2 J Wa=cr2= �c)000 =ZLLcn ¢?o � o O N Z (n Q � O w u A O Z 0 O I--" O O U) w w w I..r o x z 0 R It U) W 0 t� O 4 c� CKZ aaaaa �a JAN 18 2022 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 1/18/22 SHEET WP2 SCALE: N.T.S. 06 x F FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4"=V-0" A/C DISCONNECT 20 AMP DED. OUTLET FOR MICROWAVE RANGE FIELD VERIFY METER m x 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. 11 BREAKER =l PVC 1/2" PVC CONCRETE ENCASED GROUNDED ELECTRODE T� I 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 WALL MOUNTED INCANDESCENT LIGHT FIXTURE w VAPOR PROOF LIGHT FIXTURE +P.e. LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) O COMBINATION SMOKE / CO2 DETECTOR Q SMOKE DETECTOR b TELEPHONE (OPTIONAL) Q TELEVISION (OPTIONAL) �7 ELECTRIC METER i 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. i 13. PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN COMPLIANCE WITH NEC 110.26. 14. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE Ir w i- =T_ �:O>_F- LU >oCQO w Z) o F- U w 0 QWF- _ > J LL00cf) z z z ~ Lu z. L<2 EL w�=ra Z)=ZLLW 2F-Q?o cz C Q Z0� a H a j� V 0 0a I 0 M(3) 0 a � rn0 0.1 = 1...1 u U ww w mi x w w 0 z z 0 i i r w U U) I I I I c O � I I I I 2 o 4 1 O " 1 S iE .a AAN 'commuNiTY: LINKS AT CALUSA SPRINGS E PLAN # 6103 RELEASED: 1/18/22 i SHEET S z w W z 0 0 z w W t` x 0 x 0 7 iv SECOND FLOOR ELECTRICAL PLAN SCALE: 1 /4"=1'-0" o LL. J N cm `DISCONNECT V{ BR i� 3 I 1 WIC 1 iV;E(�t`i SD SD 2" PVC CONDUIT 2-2/0 COPPER 1-1/0 COPPER O 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 T — J it j ELECTRICAL RISER DIAGRAM NOT TO SCALE ELECTRICAL KEY I DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET HN 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 I- WALL MOUNTED INCANDESCENT LIGHT FIXTURE VAPOR PROOF LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE f) EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ® CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) ® COMBINATION SMOKE / CO2 DETECTOR so SMOKE DETECTOR i4 TELEPHONE (OPTIONAL) Q TELEVISION (OPTIONAL) (p ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH Q JUNCTION BOX STANDARD ELECTRICAL LINE NOTES: 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AND ARC FAULT CIRCUIT INTERRUPTERS (AFCI) PER 2017 NEC 210.12 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR: SWITCHES ........... 42" OUTLETS.............14" ABOVE COUNTER OUTLETS ...... 46" TELEPHONE ......... 14" TELEVISION .......... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. OUTLET AND LIGHTING RECEPTACLES FOR ALL DWELLING ROOMS, WITH THE EXCEPTION OF KITCHENS, BATHROOMS, AND GARAGES, SHALL REQUIRE AFCI PROTECTION. 5. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH 2O17 NFPA 70, FLORIDA RESIDENTIAL CODE 2020, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 6. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. 7. CIRCUIT NUMBERS ARE FOR REFERENCE ONLY. 8. LUMINIAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF 2017 NEC 410.16(A) & (B) 9. RECESSED LIGHTING TO BE AIRTIGHT 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 2 rr J H W Wz0m wujZO >oCQO UW o QZ)WF— r J U IllIll ir 1 0 1— z ,6 LL O O cn z z z ~ w J Q � Z_ J wIZ = cc IL �Wa00 �2ZLLU) �I-a?o ~ ti ago G Qo gi 1a- 0 V 0 0 oa 0) LLM o a u of O F� u u j U)ww w to m ; I w W i 0 i z c Z O_ i c c f F Uc 0 c c c c c c c z O w i in- a<i f aaaaa ulZ is c c c E c is c c COMMUNITY: LINKS AT CALUSA SPRINGS j PLAN # 6103 RELEASED: 1/18/22 SHEET C < E 1.2, C 7 5 A I ,I ', I :A, jllj,Al 4 4 29 0 C") 00 T SLAB PENETRATION PLAN SCALE: 1 /4"=1'-0" W } 2 � '5001- >0w<0 W =) 0 1-- to U W w Q-)wl- 3: < Y 0 I- z ,5LL00C/) z z z H Z � J Q J W0-=iY� �cnp0U Z) ZLLcn �I-¢?o � Q CZ Q 0 0 1 cn w o � 0U) a w w 0 x z �C _0 vJ W U oa mo �z aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 1/18/22 SHEET P I '� • i 0 PLUMBING PLAN SCALE: 1/4"=1'-0" a 23'-6" cr- W �; Z: X �001 }- >oCQ0 W ::) p 1-- � U W 0 Q = W_ � _ � > J rr tr cr YOF--z ,dLLOOcn z z Z ~ Z ccJ Q � J W 0- _ LL � U) 0 U p2zU-cn �I-Qzp q) Q o H O � Q 0 r� V (L V Z MONO U) i..1 w a w 0 X z z 0 E ce tn W t O o o oxZ aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 1/18/22 SHEET P1.2 Z Q 0 od U) z n W U. W -r ff INE9i 1 � - .� WIuiL :.: �; i�l�l L,I i I III I I IIIT�- n 0 MASONRY LINTEL ASSEMBLIES 5EE 5CHEOULE AND 5PEGIFIGATION5 FOR ADD'L INFO LQJ+ I -- MIN. (1) GOUR5E/BOND I LQ MIN. (1) GOLR5FJBOND I _ I BEAM ABOVE LINTEL I _ _ I BEAM ABOVE LINTEL GROUT GROUT BOTTOM REINF. k! PREGA5T LINTEL. W I Q, 1 PREGA5T LINTEL. W EMBEDDED REINF. - _ EMBEDDED REINF. MB-1 MB-2 rr---T, TOP COURSE, IF 1 i 'i �- TOP GOUR5E, IF I LQJ I m J I LQJ I I I REOV PER ARCH. u I _ I REOT) PER ARCH. ___� TOP REINF. OR GONT. GONT. BOND BEAM BOND BEAM REINF. REINF. A5 REQ'D c4m GROUT BOTTOM REINF. BOTTOM REINF. a PRECAST LINTEL W�` EMBEDDED REINF. I a• I PRECAST LINTEL w/ ' -t-'�#- EMBEDDED REINF. MB-3 MB-4 MASONRY LINTEL DETAILS REINFORCEMENT MARK DESIGNATION TOP BOTTOM 5HEAR REINFORCEMENT M13-1 8F8-013/OT ----- ----- MB-2 8F8-I13/OT ----- (1) #5 M13-3 SFI6-IB/IT (1) #5 (1) #5 MB-4 8RF14-IB ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S CONCRETE. NOTES: I. ALL LINTELS W 5PAN5 6REATER THAN 14'-O" SHALL BE PRE5TRE55ED. 2. SHORE FILLED LINTELS A5 REGURIED. 3. ALL LINTEL5 5HALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT SHALL BE 6RADE 60, fy=60 ksl 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW SHEET L 1ST INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 STRUCTURAL NOTES F-1.0 F-2.0 SLAB PLAN BLOCK PLAN 5-1.2 2ND FLOOR FRAMIN6 PLAN 5-1.3 ROOF FRAMIN6 PLAN 5D-I FOUNDATION DETAILS 5D-2 STRUCTURAL DETAILS 5D-3 STRUCTURAL DETAILS PB513-1 STRUCTURAL DETAILS SENERAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BASED ON lth 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/ GONGRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALL5 TO SLAB WITH Y4" PIA. x 23/4" LON6 TAPGON5 @ 32" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORR0510N-RE515TANGE COMPATIBILITY OF HARDWARE $ FA5TENER5 IN CONTACT w/ PRESERVATIVE -TREATED WOOD. GONTACT LUMBER 4 HARDWARE SUPPL I ER5 TO GOORD. • GONGRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWIN6 MINIMUM COMPRESSIVE 5TREN6TH5 IN 28 DAYS, U.N.O.: f'c = 2,500 psi: ....... FOOTIN65 2,500 psi:....... 5LAB5 ON 6RADE (INTERIOR $ EXTERIOR) f y = 60,000 p5 i ...... REBAR • ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTINGS SHALL BEAR AT LEAST 12" BELOW FINISH 6RADE. • FOOTIN65 AND 5LAB5 ON 6RADE SHALL BEAR ON GLEAN, FIRM VIR61N 501L OR GLEAN FILL COMPACTED TO A q5% PROCTOR VALUE • MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT SHALL BE 48 BAR PIA. • HOOK5 SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. • 6ROUT SHALL BE A5TM G416 F'c=3000 P51 W/ MAX %" A66RE6ATE • CONCRETE MA50NRY UNITS SHALL BE A5TM GqO WITH A MINIMUM COMPRE551VE 5TRENOTH OF Ig00 P51 (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE S. GMU DE516N BASED ON AG 530/530.1 •ElREINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL AL16N WITH FOOTIN6 DOWEL BELOW. PROVIDE MIN 50" LAP SPLICE WITH FOOTIN6 DOWEL. • GROUT 50LID ALL REINFORCED GMU GELL5 AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" GONT. FULL LEN6TH OF WALL w/ (1) #5 BAR GONT. (TYP. @ EXT. PERIMETER) • PROVIDE (1) #5 BAR GROUTED 50LID ON EACH SIDE 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 MASONRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR WALLS. (A5 SHOWN ON PLANS) • ROU6H OPENIN65 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF SLAB ED6E5, AND OTHER LOGATION5 WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. EXACT LOCATIONS PER BUILDER. • SAW GUT OR TOOLED JOINT DEPTH SHALL BE A OF THE DEPTH OF THE SLAB (I" FOR A 4" SLAB) • JOINTS SHALL BE LOCATED @ 12-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE A5 GL05E TO SQUARES A5 POSSIBLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SPEC I � I GATI ON5 (TYP. U.N.O.) DESCRIPTION OF BLD6. ELEMENT 3"x0.131" NAILS 3"4.120" NAILS J015T TO SOLE PLATE (3) TOENAILS (5) TOENAIL5* 50LE PLATE TO JOI5T/BLK'6. (3) NAILS @ 4" o.c. (5) NAILS 0 4" o.c. STUD TO 50LE PLATE 2) TOENAILS (3) 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 (3) TOENAIL5* DOUBLE STUD NAILS @ 24" o.c. NAILS @ 16" o.c. DOUBLE TOP PLATE NAILS @ 24" O.G. NAILS @ 16" o.c. DOUBLE TOP PLATE LAP SPLICE g NAILS IN LAPPED AREA (II) NAILS IN LAPPED AREA TOP PLATE LAP @ CORNERS d INTER5EGTIN6 WALL5 (2) NAILS (2) NAILS * 2Y2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"x0.120", SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY AGCEPTABLE WHERE * ARE SHOWN) TH15 MODEL HAS BEEN DE516NED IN AGGORDANGE WITH THE Ith EDITION (2020) FLORIDA BU I LD I N6 GODE (5EGT1 ON 160q) LATERAL DE516N REQU I REMENT5 FOR THE FOLLOWING WIND SPEED 4 EXF05URE ONLY: 140 MPH - EXP. B WIND IMPORTANGE FAGTOR = 1.0 INTERNAL PRE55URE GOEFF I G I ENT = ENGLOSED, +/- 0.0 ANY WIND 5PEED/EXPO5URE NOT LISTED HERE REOU I RE5 FORMAL EVALUATION 4 APPROVAL FROM M+K STRUCTURAL EN61 NEERI N6. EXTERIOR $ SHEAR WALL SHEATH I NS 5PEG I F 1 GAT I ON5 INDICATES LOCATION AND EXTENT OF 5HEARWALL WHIGH REQUIRES 5HEATHIN6 AND/ OR FA5TENIN6 SPECIFICATIONS BEYOND THAT OF 5TNORD CONSTRUCTION SYMBOL SHEAR PANEL SPEG. 15/32" PLYWOOD OR O5B FASTENED W/ PI 212 xO.131 NAILS @ 6 O.G. ALONG PANEL EDGES AND 12" o.G. IN THE PANEL FIELD. 15/32" PLYWOOD OR 0513 FASTENED W/ 8 2I2"x0.131" NAILS @ 3" o.c. ALONG PANEL EDGES AND 12" o.c. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALL5 w/ 15/32" PLYWOOD OR 05B FASTENED w/ 2Y2"xO.131" NAILS @ 6" O.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 BLOCKING SHALL BE PROVIDED TO SUPPORT PANEL EDGE AND FA5TENING 2. ALL STRUCTURAL PAI`EL5 ARE TO BE DIRECTLY APPLIED TO STUD FRAMIN6 @ 16"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED T06ETHER w/ 56'xO.131" NAILS @ 16"o.c. USE (8) 3Y2"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 OPENINGS. 5. SEE ARCHITECTURAL DRAWINGS FOR ADD'L WALL CONSTRUCTION REQUIREMENTS. 6. ALL EXTERIOR WALLS ARE GON51DERED 5HEARWALL5. 1. WHERE PANELS ARE APPLIED TO BOTH FAGE5 OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. 8. A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENINGS ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LONG AS THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 EDGE NAILIN6 REQUIRED AND OCCUR 169" MINIMUM FROM THE ENDS OF THE 5HEARWALL. q. ALL 5HEATHIN6 PANELS TO MEET U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 WITH 327(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 132" THICK, APA RATED 5HEATHIN6 %, EXPOSURE 105E OR PLYWOOD PE1 U.S. PRODUCT STANDARD P51 OR P52 OR APA PRP-108 It ACCORDANCE WITH THE UL DESIGNS SPECIFIED. Window a Door Allowable Wind Pre55ure5 140 MPH Wind Zone Ex o5ure B©° OPENIN6 51ZE INTERIOR ZONES END ZONES 8' Garage Door +18.5 P5F/-20.q P5F +18.5 P5F/-20.q P5F 166aroge Door +I1.1 P5F/-Iq.1 P5F +I1.1 P5F/-Iq.1 PSF 10 SOFT. +21.2 P5F/-22.q P5F +21.4 P5F/-28.3 P5F 20 SOFT, +20.2 P5F/-22.0 P5F +20.2 P5F/-26.4 P5F 50 SOFT. +Iq.0 PSF/-20.8 PSF +Iq.0 P5F/-23.q P5F 100 SOFT. +18.0 PSF/-Iq.8 P5F +18.0 PSF/-22.0 P5F 500 SOFT. +15.8 P5F/-11.6 P5F +15.8 PSF/-11.6 P5F (DEnd Zone i5 defined o5 the 5maller of 10% of lea5t horiz. dim. or 40% Of mean roof height. ®Pressures have been derived from 2020 FBG Table R301.2(2). °Pressures charted here are allowable pre55ure5 and have been reduced per A5GE 1-16 Section 2.4.1 from ultimate pressures. 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 5HEATHIN6 SHALL BE 1/16" MIN. 05B/PLYWOOD SHEATHINGG 24I , EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.113" RING SHANK NAILS (R5R5-01 OR EQUIV) 0 6" O.G. AT PANEL E06E5 4 ® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END $ DRAG TRUSSES w/ RIN6 SHANK NAILS @ 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALONG PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM 6ABLE END. PROVIDE "H" STYLE CLIPS ALON6 UNSUPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 5I MP50N VTGR GL I P5 @ 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER WTGA 4 TPI'5 BG51 I GUIDE TO 600D PRACTICE FOR HANDLIN6, IN5TALLING 4 BRAGIN6 OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRUSS SHOP DW65. SHALL BE SUBMITTED TO ARCH $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH i SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER FASTENED TO FRAMIN6 w/(2) 3"x0.131" NAILS @ 16" O.G. UPL I PT CONNECTORS BEARIN6 CONDITION TRU55. CONNECTOR LENGTH < 15' S1MP50N H2.5T 51116LE ROOF TRU55 BEARING ON 11 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRU55 BEARING ON WOOD STUD WALL/WOOD BEAM ALL 51MP50N HT520 SINGLE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARIN6 ON GMU WALL ROOF 63., FLUSH BEAM OR ALL (2) 51MP50N HETAI6 .T FLUSH 6. BR6. ON GMU WALL ALL BEARIN6 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 GONNEGTOR5 PER SECTION 2.2 OF AN5I/TPI-2014 "NATIONAL DE5ICYN STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT GONNEGTOR5 AND LOAD5 PER THI5 DRAWING SHALL SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR 5PEGIFIGATION5 AND LOAO5 SHOWN ON THE SHOP CARDS. LESEND • ® INTERIOR BEARIN6 WALL • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL 1:::::.:.:I EXTENT OF OVERFRAMIN6 • -INDICATES I/8"A" SAW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HAN6ER INDICATES P05T ABOVE. PROVIDE SOLID BLOCKING UNDER POST OR JAMB ABOVE. HOLOOWN / STRAP SCHEDULE SYMBOL SPECIFICATION FASTEN BUILT-UP POSTS 5UPPORTIN6 ROOF 6.T. TO GMU WALL w/ (1) SIMPSON MSTGM40 STRAP w/ (12) YW 5T-I PIA x V4" LON6 TAPGON5 INTO GMU. DE516N ACCOUNTS FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5. (USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.O.) SENERAL STRUCTURAL NOTES • DE516N 15 BASED ON lth EDITION (2020) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON NOS, "NATIONAL DE516N SPECIFICATION FOR WOOD GONSTRUCTION" - LATEST EDITION. • DE516N LOADS: ROOF LIVE = 20 P5F DEAD = 1 P5F T.G., 10 PSF B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 STAIRS DECKS) = 30 P5F @ SLEEPIN6 AREAS = 50 P5F @ 6ARA6E = 200 # POINT LOAD @ 6UARO5/HANDRAIL5 = 50 P5F @ 6UARD IN -FILL COMPONENTS DEAD = 10 P5F (20 P5F TOTAL @ TILE) WIND ULTIMATE WIND SPEED 4 EXPOSURE AS L15TED RISK GATE60RY II 6ENERAL FRAM I N6 • EXTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x 5PF#2 OR 5YP#2 @ 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARIN6 WALL5 SHALL BE 2x 5PF OR 5YP 'STUD' 6RADE LUMBER @ 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 'STUD' 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 5TUD5 SPECIFIED AT A SUPPORT INDIGATE5 THE NUMBER OF JACK 5TUD5 REQUIRED, U.N.O.. • ALL HEADERS, BEAMS 8 OTHER STRUCTURAL MEMBERS SHALL BE SPRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS 8 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 @ 16" O.G. STAGGERED. APPLY NAILIN6 FROM BOTH FACES 0 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALL5 w/ 7/16" 05B FASTENED w/ 2)12"xO.I31" NAILS @ 6" O.G. @ EDGE5 4 12" O.G. @ CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL EDOE5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE SOLID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL POSTS GONTINUOU5 TO FOUNDATION/BEARIN6. • EN6INEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10 6 p51 • LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10A9 psi . FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OF 3"x0.131" NAILS a 8" O/G OR 2 ROW5Y4"x36' 51MP50N 5D5 5GREW5 (OR 3Y2" TRU55LOK 5GREW5) 0 16" O/G. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR 61REATER. APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/5GREW5 2" FROM EDGE. SOLID 3Y2" OR 5Y4" BEAM5 ARE ACCEPTABLE. USE 2 ROWS OF NAILS FOR 2x6 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OFY4"xb" 51MP50N 505 5GREW5 (OR 6 3/4" TRU55LOK 5GREW5) @ 16" O/G. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FA5TENIN6 AT BOTH FACES (ONE 51DE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM E06E. A SOLID 1" BEAM 15 AGCEPTABLE. • ALL INTERIOR WALL STUDS IN CONTACT w/ GMU WALL5 SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LON6 TAPGON5 @ 24" O.G. FLOOR FRAMIN6 • I-JOI5T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. ALL METAL HAN6ER5 SHALL BE SPECIFIED BY I-JOI5T /TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • I-JOI5T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • FLOOR 5HEATHIN6 SHALL BE 23/32" GONFORMIN6 TO P52-04, 24" O.G., EXPOSURE I, TONGUE AND 6ROOVE ED6E5, FASTEN 5HEATHIN6 TO FRAMIN6 MEMBERS W/ 6LUE AND 3"x0.131" NAILS 6" O.G. AT PANEL E06E5 4 12" O.G. AT INTERMEDIATE SUPPORTS. TYPICAL 5TAIR GON5TRUGTION NOTE5 • (5) SINGLE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR LANDIN6, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM w/ (1) 51MP50N A35 CLIP AT EACH 5TRIN6ER. • FASTEN 2x6 P.T. PLATE TO CONCRETE SLAB wl (5) 3&" DIA. x 5YY LONG TAPGON5. • FASTEN END STRIN6ER5 TO ADJACENT HALLS w/ (2) 3"x0.131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE 3/4" FLOOR DEGKIN6 ON RISERS AND I" FLOOR DEGKIN6 ON TREADS. • SEE STAIR FRAMIN6 SECTION FOR MORE INFO. %'I , seal: 8 4 IT aF ° }r © copyright: MULHEk &°IAA - Structural Engineering, Inc. az z JLU w w z o Z w a- J L: Z= a� WU_ 't Q C WW E -� a' •5 1 cn J OO a J� j A QCD o LU 00 Q y Y.1 C N cc co a M&K project number 068-2001 1 project mgr: J S B drawn by: DJ R issue date: 0 `j . 1 8.2 2 REVISIONS: date: initial: 'Q Q x 0 J J L., W z fx a U) W Q j< V 0 sheet: SW0.0 I T - i -------- F-I _ _ - I ._T [f] 0 N G Cq • • • f1 LANAI SLAB: 3 Y2" GONG. SLAB ON GRADE (2500 PSI MIN.) w/ 6x6-W1.4xW1.4 MESH OR FIBER MESH ON q5% GOMPAGTED FILL OR VIRGIN SOIL. 12'-0" 11'-4" 1 FRENCH DOOR RECESS PER MANUFAGTURER'S m INSTRUCTION Ln NOTE: REFER TO BLOCK PLAN FOR ALL DOWEL LOCATION DIMENSIONS. 61-111/2" 11'-41/2" 71-101/2" _ 3 Y2" STEP - — - . - - - ---� I I � 8"x16" THICKENED 24"x24"x12" PLAIN I I 4 r 10 SLAB UNDER GONG. FT6. I I SD -I N • 5D-1 BEARIN6 WALL r_ 1 (TYP. (TYP.) .I � 14 W D_ a I 12" WIDE GONG. TURNDOWN EXTENDED MIN. 12" BELOW 6RADE 2 HVAG, SD-1 UNIT f GONGRETE SLAB: 3 Y2 GONG. SLAB ON 6RADE (2500 PSI MIN.) w/ 6x6-W1.4xW1.4 MESH OR FIBER MESH OVER 6 MIL. POLY ON q5% GOMPAGTED FILL OR VIR61N SOIL. 12'-q I/2" L� 3 Y2" STEP lwffim ' 4 SD- 6ARA6E SLAB: -•- - - - - - -- _ _ _ _ _ _ _ _ _ _ — — � 3 Y2" STEP 3 Y2" GONG. SLAB ON 6RADE — — — — — — I (2500 PSI MIN.) W 6x6-W1.4xW1.4 13'-1 1 /4" ° 6-2 3/4" I \ I MESH OR FIBER MESH OVER 6 de MIL. POLY ON q5% GOMPAGTED FILL OR VIR61N SOIL. M ►n r- — 3 1v2'� STEP I I SD-1 I 5D-1--------------- ---__J I J. 24"x24"AT PLAIN I . • • • GONG. FT6. w/ TOP OF SD -I FT6. 12" BELOW TOP OF 2 3 HOUSE SLAB (TYP. OF 2) SD -I SD-1 2 -L 16'-0" 14'-0" 4'-8of 21'-4" 40'-0" , 5LAE3 PLAN SCALE: 1/4"=1'-O" (22x34 SHEET) SCALE: 1/6'*'-0" (IIxI1 SHEET) FORM B I ::50 N SD- I LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL EXTENT OF OVERFRAMIN6 I____J •— - — -- INDICATES 1/8"A" 5AW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE ED (SEE NOTES) J L METAL HANGER INDICATES POST ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES ff SCHEDULES seal--'-, r®� ®o ' ®'0 copyright: MULHERN & KULPn CD = 0 Z JCr__ w w Z Z CDr) rn w 0- a z� a� U r Q C UJac c� xa mE Q. Z CP Y y O C�D M Lh W CC C N co a M&K project number: 068-2001 1 project mgr: JSB drawn by: DJ R issue date: 01-1 3-2, 2, REVISIONS: date: initial: sheet: Q 0 LL LLJ Ca � O Z CL Ld n 0J d U �d (y) Y F" z J J z M Flom i , 0 Q 70 i t— A 1 I s U01no 61-411 1' 4'-1011 , 31-2" , ( 1_OI1 BLOCK PLAN SGA LE: 1/4"=1'-O" (22x34 SHEET) 50ATLE: 1/6"=I'-0" (IIx11 SHEET) FORM B LE6END • ® INTERIOR BEARING WALL • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOGATION AND EXTENT OF 5HEARWALL I::: :1 EXTENT OF OVERFRAMIN6 • - —INDIGATE5 1/8"A" SAW GUT GONTROL JOINT INDIGATE5 LOCATION OF REINEORGED GMU GORE SEE NOTES) J L METAL HAN6ER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER POST OR JAMB ABOVE. MA50NR1' LINTEL PETA I L5 REINFORCEMENT MARK DE516NATION TOP BOTTOM 5HEAR REINFORCEMENT MB-I 8F8-OB/OT ----- ----- MB-2 8F8-IB/0T ----- (1) #5 M13-3 8FI6-I5/IT (1) #5 (1) #5 MB-4 8RFI4-II3 ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S GONGRETE. NOTES: I. ALL LINTELS W SPANS 6REATER THAN 14'-0" SHALL BE PRESTRESSED. 2. SHORE FILLED LINTELS AS REGURIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT SHALL BE GRADE 60, f y=60 k51 6. ALL LINTELS SPECIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DESIGN. 1. ALL LINTEL5 ARE TO BE LOCATED DIREGTLY ABOVE THE OPENING BELOW MA50NR%( LINTEL A55EMBL I E5 5EE 5GHEDULE AND 5PECIFICATION5 FOR ADD'L INFO LQJ+1— MIN. (1) GOURSEWND 1 LQ j — MIN. (1) 000P—CfJWND I I BEAM ABOVE LINTEL. I I BEAM ABOVE LINTEL GROUT 6Rour BOTTOM REINF. s PREGA5T LINTEL W I� ,Q, I� PREGA5T LINTEL W 4- L-�- EMBEDDED REINF. i`� EMBEDDED REINF. MB-1 MB-2 i I-a—L— TOP GOUR5E, IF TOP GOUR5E, IF I LQJ m I LQJ I REO'D PER ARCH. u I I REO'D PER ARCH. r TOP REINF. OR CONT. GONT. BOND BEAM BOND BEAM REINF. REIN. A5 REQD GROUT GROUT BOTTOM REINF. BOTTOM REIN. —7'-- PREGA5T LINTEL w/ EMBEDDED REINF. 1 A• I PRECAST LINTS_ EMBEDDED REINF.. MB-3 N MB-4 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES &SCHEDULES ,� R174Fia� seal: �c : 1 713,..4 No � o AT © copyright. I CI #P10 Structural Engineering, Inc. CM J� W W Z Z W 0— J � Q Z� C..) A -' Q. t h-- Ch 0 cb j J m E Q Jz > • no W I= H � o COP) W m L CD N = M a 1vr IV I M&K project number: 068-200 1 1 project mgr: J S B drawn by: DJ R issue date: 0 `j -13-2 2 REVISIONS: date: initial: sheet: P" Cz 4 0 0 O Z CL Ld O J Z 4 U z 0)a < (n f� (Y) Y J J Fw2.0 2x5 LEDGER FA GMU W (2) %4" DI LONG TAPGON5 IJ QPAP I AKIAI T-)PnPPl=n RI=AMC,. AND FLOOR FRAM I NO PLAN SCALE: 1/4"=1'-0" (22x54 SHEET) SCALE: 1/6"=1'-0" (110 SHEET) FORM 5 LEGENP • INTERIOR BEARING WALL • — — — BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARNALL • I: :I EXTENT OF OVERFRAMIN6 ►--- — — —INDICATES I/S"A" 5AN GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE El (SEE NOTE5) J t_ METAL HANGER INDICATES P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. HOLPOAN / STRAP 50HEPULE 'MBOL 5PEGIFIGATION FASTEN BUILT-UP POSTS SUPPORTING ROOF 63. TO GMU WALL w/ (1) 51MP50N M5TCM40 STRAP w/ (12) Y4" 5T-I DIA x V4" LONG TAPGON5 INTO GMU. DESIGN ACCOUNTS FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5. (USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.0) ROOF FRAMING • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05B/PLYWOOD SHEATHING 24/6 EXP05URE I. FASTEN SHEATHING TO ROOF MEMBERS w/ 2 %"xO.113" RING SHANK NAILS (RSR5-01 OR EQUIV) 0 6 O.G. AT PANEL EDGES 4 0 6" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END $ DRAG TRUSSES w/ RING SHANK NAILS 0 3" O.G. (U.N.O.). PROVIDE BLOCKING ALONG PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGES. • ROOF SHEATHING FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 51 MP50N VTGR GL I PS 0 24" O.G. ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRUSSES PER NTGA � TPI'S BG51 I GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING i BRAGIN6 OF METAL PLATE CONNECTED HOOD TRUSSES." • ROOF TRUSS SHOP DH65. SHALL BE SUBMITTED TO ARCH d EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH & SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"x0.131" NAILS 0 16" O.G. UPL I f'2T GONNEGTOR5 BEARING CONDITION TRU55 CONNECTOR LENGTH < 15' 51 MP50N H2.5T SINGLE ROOF TRU55 BEARING ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF GIRDER TRUSS BEARING ON ALL SIMP50N HT520 WOOD STUD NALL/HOOD BEAM SINGLE ROOF TRU55 OR PORCH ALL 51MP50N HETA16 BEAM BEARING ON GMU NALL ROOF 6.T., FLUSH BEAM OR ALL (2) 51MPSON HETA16 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 DESIGN THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED HOOD TRU55 CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRAHIN6 SHALL SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR 5PEGIFIGATION5 AND LOADS 5HOHN ON THE SHOP GARD5. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES � SGHEDULES keafl,: 4 I A ff Y © copyright=:LMULfHEW1 KULP Structural Engineering, Inc. aC0 z _J w w z CM C— Z wQ oa.. J �. Z= C.0 A ' Q t cn ._ -J °O E Q JF= j A Q� c z W -n Y c9 y W 2 m 10 p •-- N = co M 7 M&K project number: 068-2001 1 project mgr: ,J S B drawn by: DJ R issue date: 0 `I - 1 3-2 2 REVISIONS: ■ date: initial: ■ z d J �1. (D Z d UL sheet: J W 2 0 Ld O 1 z 0) 0 J d Q a 0 J LL LQ z x (L d W J d U d U) z J n z ROOD SRAM I NO FLAN SCALE: 1/4"=1'-0" (22x34 SHEET) FORM B SCALE: 11811=1'-011 (110 5HEET) LEGENP • INTERIOR BEARING WALL • _ _ _ = BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL I: :I EXTENT OF OVERFRAMIN6 •------ ---- — --INDICATES 1/8"xl" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE El (5EE NOTE5) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE SOLID BLOGKIN6 UNDER F05T OR JAMB ABOVE. ROOF FRAMIN6 • SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 GONNEGTOR5. • ROOF 5HEATHIN6 SHALL BE 7/16" MIN. 05B/PLYWOOD 5HEATHIN6 24/6, EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 %"x0.113" RIN6 SHANK NAILS (R5R5-01 OR EQUIV) ® 6" O.G. AT PANEL ED6E5 s ® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRA6 TRU55E5 w/ RING SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALON6 PANEL ED6E5 AT FIRST 2 TRUSS BAYS FROM 6ABLE END. PROVIDE "H" STYLE CLIPS ALON6 UNSUPPORTED EDGES. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRUSS ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW w/ 51MP50N VTGR CLIPS ® 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRUSS MANUFACTURER, UNLESS OTHERWI5E NOTED. • ERECT AND INSTALL ROOF TRUSSES PER NTGA 4 TPI'S B651 I GUIDE TO 600D PRACTICE FOR HANDLIN6, IN5TALLIN6 4 BRAGIN6 OF METAL PLATE CONNECTED HOOD TRUSSES." • ROOF TRUSS SHOP DN65. SHALL BE SUBMITTED TO ARCH i EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY • SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LE06ER FASTENED TO FRAMIN6 w/(2) 3x0.131" NAILS ® 16" O.G. UPL I r-T CONNECTORS BEARING CONDITION TRU55 GONNEGTOR LEN6TH < 15' SIMPSON H2.5T SINGLE ROOF TRUSS BEARIN6 ON > 15, 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRU55 BEARIN6 ON ALL 51MP50N HT520 WOOD STUD WALL/WOOD BEAM 51N6LE ROOF TRUSS OR PORCH ALL 51MP50N HETA16 BEAM BEARING ON GMU NALL ROOF 6.T., FLUSH BEAM OR ALL (2) 5IMP50N HETA16 FLUSH G.T. BR6. ON GMU WALL ALL BEARING POINTS OF EACH ROOF TRUSS SHALL BE CONNECTED WITH CONNECTOR AS L15TED ABOVE. IT 15 THE RE5PON51BILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DES16N STANDARDS FOR METAL PLATE GONNEGTED WOOD TRUSS GON5TRUGTION". MW HAS EN61NEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRAWIN6 SHALL 5UPER5EDE THE TRUSS MANUFAGTURER'5 UPLIFT CONNECTOR SPECIFICATIONS AND LOADS SHOWN ON THE SHOP CARDS. REFER TO S-O.O FOR TYPICAL STRUCTURAL NOTES $ SCHEDULES �m S6l 7AT� t 4 i -13 `o •• e �> Jd` 1 2022 © copyright : MULHERN & KULP Structural Engineering, Inc. 0 C0 z JL W w Z c� z r. w cQ. J oc Z� � a Q V Q c It c W� cry E �Q) J M Z3 Q j � Z W -aoo Y p o CO) M Ln Y.1 C N C■ M M&K project number: 068-2001 1 project mgr: .J S B drawn by: DJ R issue date, 0 `I - `I 3-2 2 REVISIONS: ■ date: initial: ■ sheet: s_1 J W Q 0 2 0 z Q 0) F- 0 J Sm 1.3 0 ir,.-I LLr �u ! V _z (n U z J A. 'a Na 24 seaE 1 ® ' AT Cr- n 0 FILLED CELLS (SEE PLAN) 4" GARAGE I TOP YIEW @ CORNER GONG. OR PAVER 6ARA6E WALL DRIVEWAY BEYOND GARAGE SLAB m 4 (SEE PLAN) I6"x8" THICKEN EDGE N/ (2) #5 GONT. THICKENED EDGE @ &ARAGE DOOR DETAIL SCALE: NM 8" GMU BLOCK 8" WIDE GONT. GONG. CURB (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ N FOUNDATION DOWEL I�I—6ARA6E SLAB MIN. 30" GROUT CELL } (SEE PLAN) 5OL 11 4� c a III —III —III —III � 0 6RADE _ III III III III I' �—III—III- � I —III III —III —III —I � �— '—III=1-�1I- �I- I=1 m III I I= I=1 11= 1) #5 DOWEL W/ 6" HOOK AT ALL VERT. NALL REINF. III—� III —III = IIII I' (SEE PLANS FOR LOCATION) 11=III—III—III—I _ GLEAN COMPACTED FILL ® q5% NI TH MONOLITHIG FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE W (2) #5 BARS 1-5TORY: 1'-0" WIDE N/ (2) #5 BARS G t6�EC�Iflll DITAILSCALE: 8" GMU BLOGK----_ BEYOND EXTERIOR DOOR MTL. THRESHOLD —� 95ET IN SEALANT PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLANS) R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) �. a ° PER MANUF.. —III—III- cx I —III ° 111=111=111—I I I '—III-1 � III —I I a I I —III —III —I I I 11 Ed I E� I I- - n 1=1 in 1111I I I d 11=III=Ill- �t w 1=11— ITI-11�— m w III I I I C I —I � 1—III 11 I- 11=111=111=111=1I1-1 MONOLITHIC III _I I �= I l FOUNDATION W/ (2) #5 GLEAN COMPACTED GONT. ON CHAIRS FILL ® q5% STANDARD NI TH DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" HIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE N/ (2) #5 BAR5 a EXTERIOR OUT51NIN6 I$ 56D POURED 51LL5 DETAIL SCALE: NM - 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID zX a� O GRADE ''11I1=115 =111111�1`'ll '—I I fil I R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) III=11i'(1) #5 DOWEL W/ 6" HOOK AT I— _=III=_I I ALL VERT. WALL REINF. l I I I I I=1 1=1 I I I =1 I I (SEE PLANS FOR LOCATION) GLEAN COMPACTED FILL ® q5% MONOLITHIC FOUNDATION STANDARD DENSITY NI TH H/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" HIDE W (2) #5 BARS 1-5TORY: 1'-0" HIDE H/ (2) #5 BARS �OOTI NG 5ECT1 ON YV/ BLOCK DETAIL SCALE: NTS 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL BEYOND OVER %" FURR STRIPS EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (SEE PLAN) PAVERS (SEE PLANS) 4 . d d d III —III III III— —I 11=1 J III —I I I I —III —III —I 1I- �—III-I- ' I=1 m III I I d. I I —III —I 11= III, III„ I I —I 1—III I I I-''T' � MONOLITHIC GLEAN GOMPAGTED I 1 —1 I _F_ 11FOUNDATION N/ (2) #5 FILL ® q5% STANDARD WI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" HIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE N/ (2) #5 BARS 6 ENTRY DOOR D�T� I L SCALE: NTS 12"�Pxb" LONG PRE55URE SIMP50N TITEN HD TREATED BOTTOM SGREH5 ® 4'-0" O.G. PLATE AND 12" MAX FROM END OF WALL UPLIFT CONNECTORS SUCH A5 5TUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. WALL HHIGH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. 111 I NT. BEAR I NCG WALL POOTI NCG DETAIL SCALE: NTS 8"x8" THICKENED — SLAB H/ (1) #5 GONT. r-PATIO/PORGH/LANAI SLAB (5EE PLAN) TH I GKENMD E D EDGETA I L SCALE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6. TC BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLAN) z i EXP JOINT v m 'd II I IIIII I II III=1 I 1=1 °: II=III=1I1= R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) FR. (I) #5 DOWEL N/ 6" HOOK AT III 1I1= ALL VERT. NALL REINF. III III —III I III (SEE PLANS FOR LOCATION) GLEAN COMPACTED -� I„IIII—III—III .I I -111— FILL a q5% MONOLITHIG FOUNDATION STANDARD DENSITY WI PTH W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE H/ (2) #5 BAR5 EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL SCALE: NM )/2" 6YP. BD. EA. SIDE OF 2x4'5 ® 16" O.G. Y2" J-BOLTS 6" FROM EA. END OF WALL AND SPACE ® 32" O.G. 2" (6" MIN. EMBED) J STUD PLATE TIES PER } PT BOT. PLAN ® STUD TOP PLT. BOT. 0 °d (2) #5'5 GONT. N/ 3" MIN. CLEAR UPLIFT CONNECTORS SUCH AS 5TUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON HALLS NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. HALL HHIGH REQUIRE SUCH HARDWARE HILL BE SPECIFICALLY NOTED ON PLAN. 6ARA&E STEP DOWN DETAIL SCALE: NTS 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ HOUSE SLAB FOUNDATION DOWEL MIN. (SEE PLAN) 30" GROUT CELL 50LID z d .. d. III —III —I o RARE I I —III —III —III —I m ,III -III —III -III °� a°. °° II -III —III —III— 1'' III —I I —III—I I I=III- PVG CHASE SLEEVE TO BE Ii=III III -III—III—I TNIGE THE DIAMETER OF O I �� III —III _ °—= III —I I PROTECTED PIPE I I III III —III III � —� I I GLEAN GOMPAGTED FILL ® q5% MONOLITHIC FOUNDATION STANDARD DENSITY WI TH W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE W (2) #5 BARS I-5TORY: 1'-0" WIDE N/ (2) #5 BARS 8 GH�rS� D�T,4I L SCALE: NTS © copy1iAfJM1H N P ? Structural Engineering, Inc. QCD z JLU w w Z o CD Z C w nQ.. L Q Cl) 0 m Z= Q�. F- A C c C T � m E a J'_ Q � CD o Z W .- co Y 2 T y W M LID G N = M n IV M&K project number: 068-200 1 1 project mgr: JSB drawn by: DJ R issue date: 01-1 3-2 2 REVISIONS: date: initial: C Q FUTURE 8" GMU 0 BLOGK #5 VERT. BAR TO BE J T, — LOCATED PER PLAN � ►—� LL DRILL 6 INTO EXIS 6 I D_ IN GROUTED GELL W 5LAE3, EPDXY � DRIVE I I to #5 DOWEL, PROVIDE MIN. (D 30 LISP SPLIGE I I I m W O Z 3 )12" GONG. SLAB WIDTH PER ARCH N _ a I I � Q a FIBERME514 REINF. r� OVER 6 MIL. I I W VAPOR BARRIER z a UJ GRADE _J 11 11=1 111 I I a 1=1 11=1 1=1 11- � � 4" z =1 I I I-1 I I d III=1 I F E I F Q MIN In _ =1 1 1 I 1=1 I = 1= I- < a" 8" (2) #5'5 GONT. '=1 I I1 I I a III=1 1- ,� (y) U) 0 �z z L J J sheet: DOIW L RETROFIT DETAIL SLAB R G 55 AT 51011ER 5GA E: NTS 51M. o GMU STEM FOR DROPPED GRADE SCALE: NT5 �- SDpm PROVIDE SOLID SHIM BETW'N TRUSS 4 CONNECTOR IF TRUSS LOCATED LE55 THAN I /2" FROM CONNECTOR. WHERE TRUSS 15 GREATER THAN I /2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 2 %"x0.113" RIN6 SHANK NAILS @ 6" O.G. 2x6 FASCIA -SEE ARCH REINF. MASONRY LINTEL/ BEAM - - SEE PLAN FOR SPECIFICATIONS. 2 SECTION SCALE: 3/4"= I'-0" EXTERIOR WALL 5HT'6. TO RUN CONTINUOUS FULL HE16HT OF WALL FROM BOTTOM OF RIBBON TO TOP OF DOUBLE TOP PLATE 2 y2"x0.131" @ 3" O.G. INTO SOLE PLATE 2x CONT. RIBBON (TOP $ BOTTOM FASTEN TO EA. TRU55 VERTICAL wl W 3 y4"xO.131 " NAILS 2 y2"xO.131" @ 3" O.G. INTO BOTTOM GONT. RIBBON PROVIDE 5IMP50N HETAI6 EMBEDDED STRAP @ EACH TRUSS (@ Iq.2" O.G. MAX.) FASTENED TO END TRU55 VERTICAL OR TO BLOGKIN6/RIBBON VERT WALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. GMU WALL -SEE PLAN FOR VERT. 8 HORZ. REINF. 5PEG5 VALLEY SET OVERFRAMIN6 SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS CONNECT EACH END OF MA50NRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL w/ 24" LE65 * PROVIDE SOLID SHIM BETW'N TRU55 4 CONNECTOR IF TRU55 LOCATED LE55 THAN I /2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I y2" FROM CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL 0. 2x EXTERIOR WALL -SEE PLAN FOR SHEATHING AND CONNECTION SPECS. FASTEN 50LE PLATE TO GONT. RIBBON w/ 3"xO.131" NAILS ® 6" O.G. $ 5HEATHIN6 TO CONT. RIBBON w/ 2 y2"x0.131" NAILS @ 6" O.G FLOOR TRU55E5 -PER PLAN 8" GMU BOND BEAM W/ (1) #5 GONT. MAIN ROOF 5HEATHIN6 FASTEN EACH OVERFR TRU55 TO TRU55 BELO WITH (1) 51MP50N VTGR 24" O.G. MAIN ROOF TRU555 TYP I CAL OVERFRAM I NG CONNECTION DETAIL SCALE: N.T.S. M VERT WALL REINF. TO EXTEND INTO 13OND BEAM 8 REINF. GMU WALL -SEE PLAN FOR VERT. HORZ. REINF. 5PEG5 FASTEN DBL 50LE PLATE OF 2x WALL TO BOND BM. w/y2" DIA. ANCHOR BOLTS ® 32" O.G. WITH T (MIN.) EMBEDMENT. FASTEN EXTERIOR 5HEATHIN6 - TO 2x SILL PLATE w/ 2y2"x0.131" 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 I8 SCALE: 3/4°=1'-0° 2x EXTERIOR WALL -SEE PLAN FOR 5HEATHIN6 AND CONNECTION SPECS. EXTERIOR WALL 5HT'6. TO RUN--, CONTINUOUS FULL HE16HT OF WALL FROM BOTTOM OF LADDER TRU55 TO TOP OF DOUBLE TOP PLATE 2 y2"x0.131" ® 3" O.G. INTO SOLE — PLATE LADDER TRUSS. FASTEN LADDER— TRU55 TO EA. BLK6 PANEL w/ (3)3 y4"xO.131" NAILS MIN. 2 y2"x0.131" @ 3" O.G. INTO LADDER TRUSS FASTEN LADDER TRU55 TO GMU—f 2x4 (MIN.) 5PF #2 BLOGKIN6 A5 SHOWN AT BOND BEAM w/ 51MP50N HETAI6 EMBEDDED STRAP @ 16" O.G. STRAP MAY BE INSTALLED ON IN51DE OR OUTSIDE FACE OF TRUSS 38 SECWIF SCALE:-0" 2x EXTERIOR WALL ® STAIRS OR 2-5TORY SPACE -SEE PLAN FOR 5HEATHIN6 AND CONNECTION SPECS. LLAVERT WALL REINF. TO EXTEND INTO BOND BEAM FASTEN 50LE PLATE TO TOP CHORD OF LADDER TRU55 w/ 3"xO.131" NAILS ® 6" O.G. FASTEN FLOOR FLOOR TRU55E5 5HT6. TO FIRST -PER PLAN TRU55 w/ 3"x0:131" NAILS ® 6" o.c. 48 o.c. FACE NAILED TO TRU55 TOP � BOTTOM CHORD w/ (4) 3"x0.131" NAILS. 8" GMU BOND BEAM ALL LAPS IN MA50NRY 25" - RUNNIN6 BAR #5 BENT CORNER BAR 6ROUTED CELL TYP. CORNER VERT. NALL RE I NPORG I NG DETAIL SCALE: NTS FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 2 %"xO.113" RIN6 SHANK NAILS 6" O.G. i< 2x FASCIA u� -SEE ARCH 2x SHEAR WALL - SEE PLAN FOR SPECIFICATIONS. - 2x4 @ 16"O.G. FASTEN€P- TO 6ABLE END TRU55 w/ (20'xO.131" TOENAILS. 6YP5UM BOARD q MAX PER ARCH FOR FIREPROOFIN6 SABLE END VERTICAL WEB — REINFORGIN6 AS REGURIED BY TRUSS MANUF. SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR 3y4"x0.131" TOENAILS ® IT - CONNECTOR SPECIFICATIONS O.G. CONNECTING BOTTOM FASTEN ROOF TRU55 TO CHORD TO TOP PLATE DOUBLE TOP PLATE w/ (3) 3 y4"x0.131" TOENAILS FASTEN BOTTOM CHORD OF 6ABLE END TRU55 TO TOP PLATE WITH 5IMP50N A35 CLIPS ® 32" O.G. FASTEN BOTTOM OF 2x4 BRACE TO DBL. TOP 2E EE TIPLATE w/ (I) 51MP50N H2.5T (2)3y4"xO.131" TOENAILS : 3/4"=1'-0" FASTEN TOP CHORD OF END TRU55 OR 2x4 NAILER THRU WALL 5HEATHIN6 TO EXT. WALL 5TUD5 w/ 3"x0.131" NAILS ® 16" O.G. FLC �R TRUSSES -SEE PLAN 8" GMU BOND BEAM W/ (1) #5 CONT. — SECTION FASTEN ROOF 5HEATHIN6 TO END TRU55 OR 2x4 NAILER w/ 2 y2"xO.131" NAILS @ 6" o.c. FASTEN BOTTOM CHORD OF END TRUSS OR 2x4 NAILER TO LADDER TRU55 VERTICAL OR 2x RIBBON w/ 3"xO.131" NAILS @ 16" O.G. VERT WALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. GMU WALL -SEE PLAN FOR VERT. 8 HORZ. REINF. 5PEG5 FASTEN 5HEATHIN6 TO 2x4- BLOGKIN6 w/ 2 %"xO.113" RIN6 SHANK NAILS ® 4"O.G. 2'-0" MIN ROOF 5HT6 SHALL BE GONT. 24" MIN ONTO. ROOF •t -: vR �nv:� i �ry 26 SECTION SHEARWALL ABOVE —� FASTEN 5HEATHIN6 TO- BLOGKIN6 w/ 2 %NO.113 NAILS @ 6" O.G. INSTALL 5HEATHIN6 PRIOR TO INSTALLIN\ LOW ROOF TRUSSES LOW ROOF TRUSSES -SEE PLAN PROVIDE ADD'L— VERTIGAL IN TRU55 FOR BEARING 2x LED6ER -REFER TO "ROOF FRAMIN6 NOTES" EXTEND EXTERIOR 5HEATHIN6 TO BOTTOM OF FLOOR SYSTEM O6 SECTION SCALE: 3/4"= I'-O" 2x4 BLOGKIN6 w/ (3)3 y4"x0.131 " TOENAILS EACH END (4) 3 y4"x0.131 " NAILS PROVIDE 2x4 BLOGKIN6 @ 48" O.G. IN FIRST (3) BAYS OF ROOF TRU55E5-GUT TO FIT TIGHT BETWEEN TRU55 BOTTOM CHORDS AND NOTCH AROUND SILL PLATE FASTEN DRYWALL TO BLOCKING w/SGREWS /NAILS @ 6" O.G. 2x6 GONT. BLOGKIN6 FASTENED TO EA. STUD w/ (3) 3"x0.131" NAIL5 FASTEN SOLE PLATE TO FLUSH BEAM w/ 3"x0.131" NAIL5 0 6" O.G. FLOOR TRUSSES (SEE PLAN) FLUSH BEAM OR FLOOR 6.T. (SEE PLAN) seal +, m ®®.01 L � } © copyright !NI��HEg L�® t4 Strudura� 4. rin�j, az Z .J w w Z o Z w J L � Q .a Z= E o F- A v C) r�R tm ab UJI cn � a T m E + Q Q A J z Co N -i" 04 y W C N OC M n M&K project number: 068-2001 1 project mgr: JSB drawn by DJ R issue date, 01-1 3-2 2 REVISIONS: date: initial: m J J Q W W � J Q Ld j0 U = D Q F > (n — sheet: LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN SPEG I E I G AND ARE ONLY REGU I RED ALL APPLICABLE AREAS. THESE WHERE SPEG I E I GALLY INDICATED SD"2 DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. W 0 �., _ U. f¢ BOND -BEAM �—GONTIN. PRECAST HEADER 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GAST-GRETE GAST-GRETE WINDOW SILL, WINDOW SILL, OR EQUIV. OR EQUIV. DOUBLE WINDOW QLSCALE MA50NRY PIER DETAIL :, NTS TRIPLE WINDOW SIM. NOTES: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 5IMP50N ET EPDXY). SEE TYP. FOUNDATION 2. PROVIDE %" DIA. HOLE FOR DETAILS FOR ADDITIONAL DOWEL, BLOW OR BRUSH GLEAN. INFORMATION NOT SHOWN 3. FOLLOW MANUF. INSTALLATION HERE INSTRUCTIONS. FUTURE 8" GMU BLOCK #5 VERT. BAR TO BE DRILL 6" INTO EX15V6 1 LOCATED PER PLAN SLAB, EPDXY 4 DRIVE I IN GROUTED CELL #5 DOWEL, PROVIDE MIN. I I = 30" LAP SPLICE I I I O N I I I I I a a GRADE IDa I I ` � � ° III=III=III=III=1 I 1-1 I —III —I I 1=1 III=1 11=1 11=II I 11=11 1EI I I=1 1 1_=I —1I1—II1=1II e I —III —III- 1=1 11=1 11 1.104 III —I 1I— M 155ED DOWEL RETROP I T DETAIL SCALE: NTS SIM. ® GMU STEM FOR DROPPED 6RADE 4x6 P.T. POST PROVIDE (1) 5IMP50N L5TA18 STRAP ON EACH EXTERIOR FACE OF POST, q" MIN 01 END LENGTH a DROPPED BEAMS PER PLAN REAR WOOD LANAI TYP. BEAM TO P05T CONN. SCALE: 3/4"= I'-0" p RETROFIT DETAIL SCALE: 3/4'=1'-0" 2x OR 1" 056 DEGKIN6 — (TYP) (2)2x8 FLUSH BEAM — (1) 5IMP50N A35 CLIP 0 EA. STRINGER SEE DETAIL I ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT SHOWN HERE FASTEN EA. ROOF TRU55 TO GMU W/ 5IMP50N M5TMI6 TW15T STRAP. FASTEN STRAP TO GMU W/ (4) Y4' DIA. x 2 Y4" LON6 TITEN SGREWS PROVIDE MOISTURE BARRIER PLATE (PER TRU55 MANUF.) EACH TRUSS. PROVIDE 2x FLAT BLOGKIN6 FIT TI6HT TO ROOF TRUSSES 0 EVERY OTHER BAY FASTENED TO GMU W/ (3) Y4" DIA. x 3 Y2" LONG TAPGONS. FASTEN BLOGKIN6 TO ROOF TRU55E5 W/ (2) 3 Y4"xO.131" NAILS 0 EA. END. STAIRS �BEYOND (3) SINGLE PLY 2x12 SOUTHERN PINE #2 (OR BETTER) STRINGERS (1) 5IMP50N A35 0 EA. 5TRIN6ER 2x6 P.T. BOTTOM PLATE FASTENED TO CONCRETE Wl(3)%"DIA. x3Y4" LONG TITEN 2 5GREW5 2x8 LANDIN6 J015T 0 16" O.G. SEE DETAIL 31 ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT SHOWN HERE PROVIDE SOLID BLOGKIN6 AS REQ'D FOR STRAP FASTENIN6 =ULL DEPTH BLOCKING FASTEN EVERY OTHER W' 05B (MIN), 0/4" LVL OR TRU55 TRU55 (W/ WEB BLOCKING FLOOR TRU55E5 3LOGKING PER MANUF)) ® 48" A5 REQ'D) TO 2x BLOCKING -PER PLAN O.G. FASTENED TO 2x BLOGKIN6 W/ (1) SIMP50N A35 CLIP (I) 51MP50N A35 CLIP �— FASTEN EVERY OTHER TRU55 TO GMU W/ 5IMP50N MT5MI6 TW15T STRAP. FASTEN STRAP TO GMU W/ (4) Y4" DIA. x 2 Y4" LON6 TITEN SGREWS �\\_2x(b FLAT BLOGKIN6 (BETWEEN TRUSSES - 16" MIN. LEN6TH) FASTENED DOWN TO GMU W/ (3) Y4" DIA. x 3 Y2" LON6 TAPGONS 0 EA BAY. FASTEN RIBBONL, Jfl THRU WALL SHTG., TO 2x BLOGKIN6 W/ 3Y4"xO.131" NAILS 0 3" o.c. ROI T DET�r I L>vET ALE:I'-0" (3)IOd TOENAILS 0 EA. J015T 2x8 LEDGER FASTENED TO GMU W/ (2) Y4" DIA. x 3Y4" LONG 1ITEN 2 5GREW5 EXTERIOR GMU ^TALL FLOOR TRU55E5 - SEE PLAN FLOOR 6.T. - PROVIDE VERTICALS OR SOLID BLOCKING 0 EA. STRIN6ER LOCATION (1) 5IMP50N A35 CLIP EA. STRIN6ER 2x OR I" 05B DEGKIN6 (TYP.) (2)2x8 FLUSH BEAM 41 SEE DETAIL 35 ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT SHOWN HERE FLOOR TRU55E5 -PER PLAN FASTEN BLOCKING TO GMU W/ 5IMP50N WSW> TW15T STRAP. FASTEN STRAP TO GMU Wl (4)Y4" DIA. x 2Y4" LONG TITEN SGREWS 2x6 FLAT BLOGKIN6 TO EA. 51DE OF 05B BLOCKING (16" MIN. LEN6TH) FASTENED DOWN TO GMU W/ (3) Y4" DIA. x 3 Y2" LON6 TAPGONS. FASTEN LADDER TRUSS, TO 2x BLOGKIN6 W/ 3"xO.131" TOENAILS ® 3" o.c. RETROP I T DETA 1 L R SCALE: 3/4"=1'0 " (3) SINGLE PLY 2x12 SOUTHERN PINE #2 (OR BETTER) 5TRIN6ER5 (1) 51MP50N A35 CLIP 0 EA. 5TRIN6ER 2x4 BLOGKIN6 BETWEEN STRINGERS FASTENED TO BEAM BELOW W/ (3)I0d NAILS 2x8 LANDIN6 J015T 0 16" O.G. (3)I0d TOENAILS ® EA. J015T 2x8 LEDGER FASTENED TO GMU W/ (2) Y4" DIA. x 3Y4" LON6 TITEN 2 SGREWS 0 16" O.G. EXTERIOR GMU WALL LETTERED DETAILS ARE TYPI GAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME $ SHALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REQU I RED ALL APPLICABLE AREAS. THESE WHERE SPEG I F I GALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. seal: � .24 m ® ° 2022 © copyright : MULHERN & KULP Structural Engineering, Inc. acD Z JF w w Z c Z rn w oa.. J LZ LZ Q ZF- .a Q v �= � oiQ i— : m � 3: m E > J� A �o Z W o0 Y o y m U� LY C N M M M&K project number: 068-200 1 1 project mgr: J S B drawn by: DJ R issue date: 0 `j -1 3-2 2 REVISIONS: date: initial sheet: d 0 a O �1 L UJ Q � 0 Z 2 CL W Ld n 0 9:� J� �e J J SD-3 k, 11 PERMANENT ROOF TRU55 BRAGIN6 NOTES: (511\16LE FAMILY HOME OR TONNHOU5E GON5TRU6TION, WITH ROOF TRU55E5 5PAGED NO MORE THAN 24" O.G) I. WOOD TRU55E5 SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENT SAFETY INFORMATION (BG51) "GUIDE TO GOOD PRACTICE FOR HANDLIN6, IN5TALLIN6, RESTRAININ6 4 BRAGIN6 OF METAL PLATE GONNEGTED WOOD TRUSSES," (2008 EDITION). 2. TOP CHORD BRAGIN6: TOP CHORDS SHALL BE BRACED BY DIREGT-APPLIED PLYWOOD/0513 5HEATHIN6. IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP GHORD OF TRU55 OR TO PURLIN5 FASTENED TOP CHORD, CONTACT MW FOR BRACING DE516N. 3. BOTTOM CHORD BRAGIN6: a. THE BOTTOM GHORD5 SHALL BE BRACED BY DIREGT-APPLIED G.N.B. GEILIN6 4. NEB MEMBER BRAGIN& THE TRUSS MANUFACTURER SHALL INDICATE THE TRU55 MEMBERS (WE55, VERTIGAL5) THAT REQUIRE LATERAL BRAGIN6/RE5TRAINT. a. 'T' OR 'L' BRACE: WHERE BRAGIN6 15 REQUIRED A5 INDICATED ON SHOP DRAWIN6, UTILIZE 'V OR 'L' BRAGES (REFERENCE BG51-133 FIGURES B3-18 4 B3-19). SHOP APPLIED REINFORCEMENT PER BG5I-B3 F16URE5 83-22 4 BG-23 IS ACCEPTABLE. • 'T' 4 'L' REINFORGIN6 MATERIAL SHALL MATCH THE 51ZE OF THE NEB/VERTIGAL MEMBER. • 'L' 4 'T' REINFORGIN6 TO BE A MINIMUM OF 90% OF THE LEN6TH OF THE WEB/VERTIGAL MEMBER. • FASTEN 'L' OR 'T' REINFORGIN6 TO NEBNERTIGAL W/ Ibd GUN NAIL5 (0.13lx3 l/2") AT 6" O.G. b. CONTINUOUS LATERAL BRAGIN6 ALTERNATE: WHEN THREE (3) OR MORE 51MILARLY GONFI6URED ROOF TRU55E5 AL16N, CONTINUOUS RON5 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. RON5 SHALL BE LAP SPLICED ONE TRUSS BEYOND IN EACH DIRECTION. SECURE BRACE TO EACH TRUSS GOMPRE55ION WEB w/ (2) Ibd GUN NAILS (0.131x3 1/2"). • CONTINUOUS LATERAL BRAGIN6 SHALL BE RESTRAINED BY DIAGONAL BRAGIN6 (MIN. 2" THICK NOMINAL LUMBER 4 MINIMUM 5PF 'STUD' GRADE MATERIAL). THI5 BRAGIN6 15 TO BE CONTINUOUS. PROVIDE ONE ROW OF DIAGONAL BRAGIN6 AT VERTICAL WEB MEMBER-5 OF TRUSSES CLOSEST TO EACH GABLE END WALL 4 ADDITIONAL DIA6ONAL5 AT 20'-0" A5 REQUIRED. DIAGONAL BRACE NAILED TO OPPOSITE PROVIDE (2) Ibd NAILS ® SIDE OF WEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) �� DIRECT -APPLIED PLYWOOD/O5B A-1 ROOF 5HEATHIN6 GOMPRE55ION WEB (5LOPIN6 OR VERTICAL) / CONTINUOUS LATERAL BRACE ALTERNATE a (3) OR MORE _......._ .._ ....... _... _..... _....._....... ADJACENT 51MILAR TRU55E5 (SEE INDIV. TRU55 SHOP DRANINC75 WL�d,X FOR LOCATIONS) 2x 5TRON6BAGK MAY BE INSTALLED FOR GONSTRUGTABILITY TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REQ'D FOR STRUCTURE) GONTIN. LATERAL BRACING J TO LAP AGRO55 MIN. (1) DIRECT -APPLIED TRU55 BAY AS SHOWN 6WB GEILIN6 SECTION B-B ALTEFXATE METHOD MNE 0) OR MOM 51KLAR TR F6M ARE 6ROLMD WEB MEMBER REQUIRING B BRAGIN6 A5 INDICATED BY TRU55 MANUFACTURER 2x 5TRON6BAGK 2x 5TRON6BAGK5 MAY BE (NOT REQ'D FOR INSTALLED FOR GON5TRUGTAB1LITY STRUCTURE) TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REOV FOR STRUCTURE) DIRECT -APPLIED PLYND/O5B DIRECT -APPLIED / \-'L' OR 'T' BRAGIN6 6WB GEILIN6 WEB5 DESIGNATED BY TRU55 MANUF. TYPICAL TRU55 ELEVATION PERMANENT TRU55 BRAG I NCG PETA I L5 4 NOTE5 SCALE: NOW DIRECT APPLIED GEILIN6 J COMPONENT i GLADDIN6 PRE55URE ZONES Gomponent5 i Gladding Nind Pre55ure5 UP TO 140 MPH Wind Zone Exp. 8, RA Gat. 11 EndoSed, 0.15 Int. Pre55ure Goeff. MEAN ROOF ZONE PRE55URE50 ZONE PRE55URE50 HT: 25 FT. (P5F) (P5E) ROOF (HIP) O +14A -26.6 2r +14A -36.8 200 TO 270 2e +14A -36.8 0 +14A -36.8 OI +14A -28.3 2r +141 -45.1 ROOF 2e +14.11 -28.3 3e +14.9 -45.1 (GABLE) 20° TO 27° 2n +14.11 -45.1 3r +14A -53.6 O +21.2 -221 WALLS O 1+21.2 -28.3 �NOTE:Pre55ure5 charted here are allowable pre55ure5 and are permitted to be converted per A5GE 1-16 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 psf (eff. area). Refer to notes on 5-0.0 for roof/wall nailing requirements. seal: a,� m i4o A�,f,f YAM' 18 © copyright : MULHERN & KULP Zo2r Structural Engineering, Inc. CD z J� w w z 04 cm C'7 CM Z w ex- +LLZ a Z= Qo tE W~ -J °° E Q z Q . o _J W p n Y o m ca L6 C N cc co M M&K project number: 068-2001 1 project mgr: JSB drawn by: DJ R issue date: 0 `j - `j 8-2 2 REVISIONS: date: initial Cz' QJ Cz O Q a U) 0 J LL. W 1 Q W W 0 z Q j W Fit U) 0 L� 1 r�� V V z (Y) U) F-4 > 0 Z W�� J J sheet: LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN THIS HOME 4 SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REGU I RED ALL APPLICABLE AREAS. THESE WHERE SPECIFICALLY INDICATED PBSBml DETAILS ARE NOT "CUT" ON THE PLANS. ("GUT") ON THE PLANS. a f