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HomeMy WebLinkAbout6969 Faben Ln (2)M . - a 0 A ABBREVIATIONS AB ANCHOR BOLT MAS MASONRY A.F.F. ABOVE FINISH FLOOR MAT MATERIAL ADJ. ADJUSTABLE MAX MAXIMUM ALUM. ALUMIN JM MC MEDICINE CABINET' ANCH ANCHO„ MECH MECHANICAL ANGLE MIN MINIMUM @ AT MIR MIRROR ML MICRO LAM BD. BOARD M.O. MASONRY OPENi.-!G BF BI-FOLD MTL METAL BLDG. BUILDING BM. BEAM N.I.C. NOT IN CONTRACT BLKG BLOCKING (NTS) NOT TO SCALE B.O. BOTTOM OF B.P. BI-PASS DOOR OBS OBSCURED BRG. BEARING O.C. ON CENTER BRK. BRICK OHGD OVERHEAD GARAGE DOOR OPER OPERATOR C.J. CONTROL JOINT OPNG OPENING q CENTER LINE OPT OPTIONAL CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAi.." 80ARD COL. COLUMN OZ OUNCE CONC. CONCRETE 1/11 ONE ROD COND. CONDITION 1/S ONE SHELF CONT. CONTINUOUS CANT. CANTILEVER PC PRECAST CLG. CEILING PDS PULL -DOWN STAIR CM CROWN MOLDING PKT POCKET DOOR CR CHAIR RAIL PNL PANEL PLYWD PLYWOOD D DRYER PREFAB PREFABRICATED d PENNY PR PAIR DBL. DOUBLE PROJ PROJECTED DIA. DIAMETER PSI POUNDS PER SQUARE INCH DIR. DIRECTION PSF POUNDS PRE SQUARE FOOT DN DOWN P.T. PRESSURE TREATED DR DOOR DW DISH WASHER QUAD QUADRUPLE DWG DRAWING D.S. DOWNSPOUT REF REFRIGERATOR DTL DETAIL REINF REINFORCED REQ'D REQUIRED EA. EACH RNG RANGE E.J. EXPANSION JOINT R.O. ROUGH OPENING ELEC. ELECTRICAL R RISER ELEV ELEVATION FIND ROUND EQ. EQUAL R&S ROD AND SHELF EQUIP. EQUIPMENT EXP EXPANSION SC SOLID CORE EXT. EXTERIOR SCHEM SCHEMATIC EE EACH END SHLF SHELF SHT SHEET FD FLOOR DRAIN SHWR SHOWER FIN. FINISHED FLOOR SIM SIMILAR FND. FOUNDATION SH SINGLE HUNG FLR. FLOOR S.S. STAINLESS STEEL FP FIREPLACE STL STEEL FR FIRE RATED STRUCT STRUCTURAL FXD FIXED SUSP SUSPENSION FRM FRAME SGD SLIDING GLASS DOOR FTG FOOTING SQ SQUARE GA. GAUGE T TREAD GALV. GALVANIZED TB TOWEL BAR GC GENERAL CONTRACTOR T&G TONGUE AND GROOVE GEN GENERAL TEMP TEMPERED GYP. GYPSUM T.O. TOP OF GL GLUE LAM TR TOWEL ROD GLS GLASS TRPL TRIPLE TYP TYPICAL H HIGH HC HOLLOW CORE U.N.O. UNLESS NOTED OTHERWISE VERT VERTICAL HGT. HEIGHT V.L.I.F. VERIFY LOCATION IN FIELD HDR. HEADER HB HOSE BIBB W WASHER HORIZ. HORIZONTAL W/ WITH INSUL. INSULATION WC WATER CLOSET INT. INTERIOR WD WOOD WWM WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB VnanlanTM Companies 90 Matawan Road Matawan, NJ 07747 (732) 383-2200 IVANHOE ES ELEVATION "B" 6969 FABEN LANE ZEPHYRHILLS, FL 33542 LOT 089 TERMITE TREATMENT TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." RELEASE HISTORY ft AREATABULATION ELEVATION 1 ST FLR A/C 2ND FLR A/C TOTAL A/C ENTRY GARAGE LANAI TOTAL U R 1,131 SQ. FT. 1,535 SQ. FT. 2,666 SQ. FT. 41 SQ. FT. 453 SQ. FT. 120 SQ. FT. F3280 SQ. FT] BUILDING DATA THESE PLANS HAVE BEEN PREPARED TO MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 7th Edition (2020) RESIDENTIAL w/ APPLICABLE SUPPLEMENTS OCCUPANCY: R3 BUILDING TYPE: VB SPRINKLED: NO DRAWING INDEX CS1 COVERSHEET & BUILDING DATA C12 GENERAL NOTES A1.1 FIRST FLOOR PLAN A1.2 SECOND FLOOR PLAN A2.1 FRONT & REAR ELEVATIONS A2.2 SIDE ELEVATIONS A3.1 ROOF PLAN A4.1 STAIR & RAILING DETAILS A5.1 BUILDING SECTIONS p;;.2 TYPICAL WALL SECTIONS WP1 WATERPROOFING DETAILS WP2 WATERPROOFING DETAILS E1.1 FIRST FLOOR ELECTRICAL PLAN E1.2 SECOND FLOOR ELECTRICAL PLAN P1.1 SLAB PENETRATION PLAN P1.2 PLUMBING PLAN S-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN S-1.2 2ND FLR FRAMING PLAN S-1.3 ROOF FRAMING PLAN SD-1 FOUNDATION DETAILS SD-2 STRUCTURAL DETAILS SD-3 STRUCTURAL DETAILS PBSB-1 STRUCTURAL DETAILS COD1=b -LORiDA BUILDING CODE, �CVAII►NG NATION,-,:- ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES REVIEW BATE FEB 2 CITY OF .ZEPHYR IH L PLAN EXAMINER v 24 o A c Ir W }_wx �o >_ °� >0 ccQ W Z:) 0 (gUWW < L I— _�_j �crcrCc Y O I- z ,4 ILL OO(n zzz~z � Q M _j W cl) 0 0 ��-azo q) cz H 0 0 0 w W 0 00 c �., w 0i > 0� U Im w w 0 z O_ QC cn Lr.I 0 U) O o r i*uZ aaa�a I^ �C AN 2 n 2022 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 1/19/22 SHEET CS I r,. GENERAL CONSTRUCTION NOTES DWELLING -GARAGE SEPARATION: R308.4.3 GLAZING IN WINDOWS R311.7.8.2 CONTINUITY ROOF ASSEMBLIES: GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS I HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A R302.5 DWELLING -GARAGE OPENING AND PENETRATION PROTECTION SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER R903.2 FLASHING OPENINGS AND PENETRATIONS THROUGH THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR FLASHINGS SHALL BE USED TO SEAL ROOFING SYSTEMS, WHERE THE SYSTEM IS INTERRUPTED OR THE GARAGE SHALL BE IN ACCORDANCE WITH SECTIONS R302.5.1 THROUGH R302.5.3. 1. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE FEET, SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 11/2 TERMINATED AND SHALL BE INSTALLED IN A MANNER THAT PREVENTS MOISTURE FROM ENTERING THE WALL 2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES ABOVE THE FLOOR, INCHES (38 MM) BETWEEN THE WALL AND THE HANDRAILS. AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE PERMEABLE MATERIALS AND AT R302.5.1 OPENING PROTECTION 3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES ABOVE THE FLOOR; AND INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES, 5. MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. EXCEPTIONS: 1. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE TURN. LOCATIONS NOT BE PERMITTED. OTHER OPENINGS BETWEEN T GARAGE A RESIDENCE HALL BE G HE G AG AND RESID C S EQUIPPED THE . 2USE OF A VOLUTETURNOUTSTARTING EASING OR STARTING NEWEL SHALL BE ALLOWED FLASHINGS SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, WHEREVER THERE IS A CHANGE IN FLASHINGS WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES (35 MM) IN THICKNESS, SOLID OR R308.4.5 GLAZING AND WET SURFACES , , OVER THE LOWEST TREAD.GLAZING 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 IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN PROVIDED IN TABLE R903.2.1 OR IN DOORS. SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE R311.7.8.3 GRIP -SIZE COMPLIANCE WITH RAS 111. EXCEPTION: FLASHING IS NOT REQUIRED AT HIP AND RIDGE JUNCTIONS. R30THE DWELLING -GARAGE FIRE SEPARATION 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 G THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE 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 BOAARDRD SHALL COMPLY WITH TABLE R702.3.5. SHALL APPLY TO SINGLE GLAZING AND EACH PANE IN MULTIPLE GLAZING. ALL MEMBRANE FLASHING SHALL BE INSTALLED ACCORDING TO THE ROOF ASSEMBLY MANUFACTURER'S THE WALL SEPARATION PROVISIONS OF TABLE SHALL NOT APPLY TO GARAGE WALLS THAT ARE 1. TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT PUBLISHED LITERATURE. PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. UNIT EXCEPTION: GLAZING THAT IS MORE THAN 60 INCHES, MEASURED HORIZONTALLY AND IN A STRAIGHT LESS THAN 11/4 INCHES (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL IS NOT LINE, FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SWIMMING POOL OR FROM CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF NOT LESS THAN 4 INCHES (102 MM) AND NOT R905.1.1.1 UNDERLAYMENT FOR ASPHALT, METAL, MINERAL SURFACED, SLATE AND SLATE -TYPE ROOF THE EDGE OF A SHOWER, SAUNA OR STEAM ROOM. GREATER THAN 61/4 INCHES (160 MM) WITH A CROSS SECTION OF DIMENSION OF NOT MORE THAN 21/4 COVERINGS TABLE R302.6 DWELLING -GARAGE SEPARATION INCHES (57 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 MM). UNDERLAYMENT FOR ASPHALT SHINGLES, METAL ROOF SHINGLES, MINERAL SURFACED ROLL ROOFING, FROM THE RESIDENCE AND ATTICS R308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS SLATE AND SLATE -TYPE SHINGLES, AND METAL ROOF PANELS SHALL COMPLY WITH ONE OF THE FOLLOWING NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INCHES ABOVE THE 2. TYPE II. HANDRAILS WITH A PERIMETER GREATER THAN 61/4 INCHES (160 MM) SHALL HAVE A METHODS: FROM HABITABLE ROOMS ABOVE THE GARAGE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF STAIRS GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. THE FINGER RECESS SHALL BEGIN 4. TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT SHALL BE NOT LESS THAN 5/8-INCH TYPE X GYPSUM BOARD OR EQUIVALENT AND RAMPS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. WITHIN A DISTANCE OF 3/4 INCH 19 MM MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE ( ) INSTALLED AS FOLLOWS: APPLY A 19-INCH (483 MM) STRIP OF UNDERLAYMENT FELT PARALLEL TO AND STRUCTURE(S) SUPPORTING FLOOR/CEILING ASSEMBLIES USED FOR SEPARATION REQUIRED BY THIS PROFILE AND ACHIEVE A DEPTH OF NOT LESS THAN 5/16 INCH (8 MM) WITHIN 7/8 INCH (22 MM) BELOW THE STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING AT THE EAVE, APPLY SECTION R308.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR NOT LESS THAN 3/8 36-INCH-WIDE (914 MM) SHEETS OF UNDERLAYMENT, OVERLAPPING SUCCESSIVE SHEETS 19 INCHES (483 MM); NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS INCH (10 MM) TO A LEVEL THAT IS NOT LESS THAN 13/4 INCHES (45 MM) BELOW THE TALLEST PORTION OF END LAPS SHALL BE 6 INCHES AND SHALL BE OFFSET BY 6 FEET. THE UNDERLAYMENT SHALL BE ATTACHED THAN 36 INCHES ABOVE THE LANDING AND WITHIN A 60 INCH HORIZONTAL ARC LESS THAN 180 DEGREES THE PROFILE. THE WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE NOT LESS THAN 11/4 INCHES TO A NAILABLE DECK WITH CORROSION -RESISTANT FASTENERS WITH ONE ROW CENTERED IN THE FIELD OF R302.7 UNDER -STAIR PROTECTION FROM THE BOTTOM TREAD NOSING SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. (32 MM) AND NOT MORE THAN 23/4 INCHES (70 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12 INCHES (305 MM) O.C., AND ONE ROW AT THE END ENCLOSED SPACE UNDER STAIRS THAT IS ACCESSED BY A DOOR OR ACCESS PANEL SHALL HAVE WALLS, INCH (0.25 MM). AND SIDE LAPS FASTENED 6 INCHES (152 MM) O.C. UNDER -STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH (12.7 MM) GARAGES: GYPSUM BOARD. GUARDS; 5. TWO LAYERS OF A REINFORCED SYNTHETIC UNDERLAYMENT THAT HAS A PRODUCT APPROVAL AS AN ALTERNATIVE TO UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II SHALL BE PERMITTED TO BE USED. 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 EGRESS: SUCCESSIVE SHEETS HALF THE WIDTH OF A FULL SHEET PLUS THE WIDTH OF THE MANUFACTURER'S R312.1.2 HEIGHT SINGLE -PLY OVERLAP. END LAPS SHALL BE 6 INCHES AND SHALL BE OFFSET BY 6 FEET. SYNTHETIC R302.10 FLAME SPREAD INDE`� AND SMOKE -DEVELOPED INDEX FOR INSULATION REQUIRED GUARDS AT OPEN -SIDED WALKING SURFACES, INCLUDING STAIRS, PORCHES, BALCONIES OR UNDERLAYMENT SHALL BE ATTACHED TO A NAILABLE DECK WITH CORROSION -RESISTANT FASTENERS WITH A FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH R310.2.1 MINIMUM OPENING AREA LANDINGS, SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN HEIGHT AS MEASURED VERTICALLY ABOVE MAXIMUM FASTENER SPACING, MEASURED HORIZONTALLY AND VERTICALLY, OF 12 INCHES (305 MM) O.C. SECTIONS R302.10.1 THROUGH R302.10.5. EMERGENCY AND ESCAPE RESCUE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 THE ADJACENT WALKING SURFACE OR THE LINE CONNECTING THE LEADING EDGES OF THE TREADS. BETWEEN SIDE LAPS, AND ONE ROW AT THE END AND SIDE LAPS FASTENED 6 INCHES (152 MM) O.C. FIREBLOCKING: SQUARE FEET. THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24 INCHES AND THE NET UNDERLAYMENT SHALL BE ATTACHED USING ANNULAR RING OR DEFORMED SHANK NAILS WITH METAL OR CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES. EXCEPTIONS: PLASTIC CAPS WITH A NOMINAL CAP DIAMETER OF NOT LESS THAN 1 INCH. METAL CAPS ARE REQUIRED 1. GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 34 INCHES (864 MM) WHERE THE ULTIMATE DESIGN WIND SPEED, VULT, EQUALS OR EXCEEDS 170 MPH. METAL CAPS SHALL HAVE R302.11 FIREBLOCKING EXCEPTION: GRADE FLOOR OR BELOW GRADE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. A THICKNESS OF NOT LESS THAN 32-GAGE SHEET METAL. POWER -DRIVEN METAL CAPS SHALL HAVE A IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO CUT OFF BOTH VERTICAL AND LESS THAN 5 SQUARE FEET. 2. WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDES OF STAIRS, THE TOP MINIMUM THICKNESS OF 0.010 INCH. MINIMUM THICKNESS OF THE OUTSIDE EDGE OF PLASTIC CAPS SHALL BE HORIZONTAL CONCEALED DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN OF THE GUARD SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE THAN 38 INCHES (965 MM) 0.035 INCH. THE CAP NAIL SHANK SHALL BE NOT LESS THAN 0.083 INCH FOR RING SHANK CAP NAILS. CAP NAIL STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. R310.2.2 WINDOW SILL HEIGHT AS MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. SHANK SHALL HAVE A LENGTH SUFFICIENT TO PENETRATE THROUGH THE ROOF SHEATHING OR NOT LESS WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL HAVE A THAN 3/4 INCH INTO THE ROOF SHEATHING. FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAMED CONSTRUCTION IN THE FOLLOWING LOCATIONS: SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR. R312.1.3 OPENING LIMITATIONS REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED R905.2.4.1 WIND RESISTANCE OF ASPHALT SHINGLES (IF APPLICABLE) 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND R310.1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES GUARD HEIGHT THAT ALLOW PASSAGE OF A SPHERE 4 INCHES (102 MM) IN DIAMETER. ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTIONS R905.2.6 AND R905. 2.6.1. PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM 1.1.VERTICALLY AT THE CEILING AND FLOOR LEVELS. WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. WINDOW OPENING CONTROL DEVICES EXCEPTIONS: R905.3 CLAY AND %:..INCRETE TILE 1.2.HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET (3048 MM). COMPLYING WITH ASTM F2090 SHALL BE PERMITTED FOR USE ON WINDOWS SERVING AS A REQUIRED 1. THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR, FORMED BY THE RISER, TREAD AND THE INSTALLATION OH CLAY AND CONCRETE TILE SHALL BE IN ACCORDANCE WIT.,i THE MANUFACTURER'S 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. INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, SIXTH EDITION WHERE THE VASD IS DETERMINED IN ACCORDANCE OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 2. GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF A WITH SECTION R301.2.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. R312.2.1 WINDOW SILLS SPHERE- 43/8 INCHES (111 MM) IN DIAMETER. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.7. IN DWELLING UNITS, WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING IS LOCATED LESS EXHAUST SYSTEMS: 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, THAN 24 INCHES (610 MM) ABOVE THE FINISHED FLOOR AND GREATER THAN 72 INCHES (1829 MM) ABOVE CONCRETE FLOORS: WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF; THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING, THE OPERABLE M1501.1 OUTDOOR DISCHARGE COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: R506.2.3 VAPOR RETARDER THE AIR REMOVED. BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS IN E136 REQUIREMENTS. A 6-MIL (0.006 INCH; 152 MM) POLYETHYLENE OR APPROVED VAPOR RETARDER WITH JOINTS LAPPED NOT ACCORDANCE WITH SECTION M1506.3. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R1003.19. 1. OPERABLE WINDOWS WITH OPENINGS THAT WILL NOT ALLOW A 4-INCH-DIAMETER (102 MM) SPHERE LESS THAN 6 INCHES (152 MM) SHALL BE PLACED BETWEEN THE CONCRETE FLOOR SLAB AND THE BASE CRAWL SPACE. 6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING TO PASS THROUGH THE OPENING WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. COURSE OR THE PREPARED SUBGRADE WHERE NO BASE COURSE EXISTS. UNIT SEPARATION. 2. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT M1502.4.5 DRYER DUCT LENGTH COMPLY WITH ASTM F2090. EXCEW ION: 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 SPECIFIE-D LENGTH MATERIALS. STAIRWAYS: 3 ARP :ITS. DRIVEWAYS, WALKS, PATIOS AND OTHER FLATWORK NOT LIKELY TO BE ENCLOSED AND HEATED AT THE TOTHE TRANSITION DUCT FROM THE DRYER TO THE IMUM LENGTH OF THE EXHAUST COUTLET TERMINAL. T SHALL BE 35 WHERE FITTINGS ARE USE10 668 MM) FROM THE D, 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 STAIRWAYS SHALL BE NOT LESS THAN INCHES MM) IN CLEAR WIDTH AT ALL POINTS ABOVE THE 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 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS. 36 (914 PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. THE CLEAR WIDTH OF WALE. 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 MAXIM,,M LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED BY THE DRYER PARTICLEBOARD. LESS THAN 311/2 INCHES (787 MM) WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 INCHES (698 R702.4.2 BACKER BOARDS MANUFACTURER'S iNSTALLATION INSTRUCTIONS. THE CODE OFFICIAL SHALL BE PROVIDED WITH A COPY OF 5. ONE -HALF -INCH (12.7 MM) GYPSUM BOARD. MM) WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. MATERIALS USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN THE INSTALLATION INSTRUCTIONS FOR THE MAKE AND MODEL OF THE DRYER AT THE CONCEALMENT INSPECTION. IN THE ABSENCE OF FITTING EQUIVALENT LENGTH CALCULATIONS FROM THE CLOTHES DRYER 6. ONE -QUARTER -INCH (6.4 MM) CEMENT -BASED MILLBOARD. SHOWER AREAS SHALL BE OF MATERIALS LISTED IN TABLE R702.4.2, AND INSTALLED IN ACCORDANCE MANUFACTURER, TABLE M1502.4.5.1 SHALL BE USED. 7. BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED MATERIALS R311.7.2 HEADROOM WITH THE MANUFACTURERS RECOMMENDATIONS. INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE. THE HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN 6 FEET 8 INCHES (2032 MM) MEASURED 4. DRYER EXHAUST DUCT POWER VENTILATOR 8. CELLULOSE INSULATION INSTALLED AS TESTED IN ACCORDANCE WITH ASTM El 19 OR UL 263, FOR VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF TABLE R702.4.2BACKER BOARD MATERIALS THE THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED IN ACCORDANCE WITH THE THE SPECIFIC APPLICATION. THE LANDING OR PLATFORM ON THAT PORTION OF THE STAIRWAY. GLASS MAT GYPSUM BACKING PANEL (ASTM C1178) MANUFACTURER'S INSTRUCTIONS FOR THE DRYER EXHAUST DUCT POWER VENTILATOR. GYPSUM PANELS (ASTM C1278) R302.12 DRAFTSTOPPING R311.FIBER-REINFORCED STAIR TREADS AND RISERS NONASBESTOS FIBER -CEMENT BACKER BOARD (ASTM C1288 OR ISO 8336, CATEGORY C) GENERAL NOTES: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE STAIR T STAIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF THIS SECTION. FOR THE PURPOSES OF NONASBESTOS FIBER MAT REINFORCED CEMENTIT►OUS 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 WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 MM). R703.4 FLASHING REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL 1.CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF THE TREAD ABOVE AT AN ANGLE NOT MORE THAN DEGREES APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE ARCHITECT, THE ARCHITECT SHALL NOT BE HELD 2.FLOOR FRAMING IS CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS. 30 (0.51 RAD) FROM THE VERTICAL. OPEN RISERS ARE PERMITTED ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE RESPONSIBLE. PROVIDED THAT THE OPENINGS LOCATED MORE THAN 30 INCHES 762 MM , AS MEASURED VERTICALLY, ( ) MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED R302.12.1 MATERIALS TO THE FLOOR OR GRADE BELOW DO NOT PERMIT THE PASSAGE OF A 4-INCH-DIAMETER (102 MM) MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSPECTION NOTES: DRAFTSTOPPING MATERIALS SHALL BE NOT LESS THAN 1/2-INCH (12.7 MM) GYPSUM BOARD, 3/8-INCH (9.5 SPHERE. INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO WORK SHALL NOT BE DONE BEYOND THE POINT INDICATED IN EACH SUCCESSIVE INSPECTION WITHOUT FIRST MM) WOOD STRUCTURAL PANELS OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. OBTAINING THE APPROVAL OF THE BUILDING OFFICIAL. THE BUILDING OFFICIAL, UPON NOTIFICATION, SHALL 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 MM). APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR FOUNDATION INSPECTION NOTES: 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 R311NOSINGS 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 .7.5.3 NOSINGS AT TREADS, LANDINGS AND FLOORS RADIUS FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. CONSIDERED TO BE A HAZARDOUS LOCATION. OF STAIRWAYS SHALL HAVE A OF CURVATURE AT 1.EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS 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 1. GLAZED A THROUGH IS BE PROVIDED ON STAIRWAYS. THE GREATEST NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS STANDARDS. OPENINGS OF SIZE WHICH A 3-INCH-DIAMETER SPHERE UNABLE TO PASS. NOSING PROJECTION BY MORE THAN 3/8 INCH (9.5 MM) WITHIN A STAIRWAY. SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 2. CEMENT PLASTER FINISH OVER WOOD SUBSTRATE SHALL BE 7/8" THICK (3) COAT STUCCO OVER (2) 2. DECORATIVE GLAZING LAYERS OF WATER RESISTANT BARRIERS IN ACCORDANCE WITH FLORIDA BUILDING CODE 7TH EDITION (2020) R308.4.2 GLAZING ADJACENT TO DOORS. 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 INCHES (279 MM). APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TO ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS FLOOD ZONE REQUIREMENTS: BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING R311.7.8 HANDRAILS OR DETAILS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT -THE SILL OF EXTERIOR WINDOW PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. CONDITIONS: HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH FLIGHT WITH FOUR OR MORE RISERS. AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT MECHANICAL AND HVAC: WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE 1. WHERE THE GLAZING IS WITHIN 24 INCHES OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE R311.7.8.1 HEIGHT SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. DOOR IN A CLOSED POSITION. PROTECTION AT THE HEAD AND SIDES. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND 2. WHERE THE GLAZING IS ON A WALL LESS THAN 180 DEGREES FROM THE PLANE OF THE DOOR IN A HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN INCHES MM) AND NOT MORE 1.2. IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHERPROFESSIONAL. CLOSED POSITION AND WITHIN 24 INCHES OF THE HINGE SIDE OF AN IN -SWINGING DOOR. 34 (864 PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR 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. IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. EXCEPTIONS: FMA/AAMA/WDMA 400. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING 1. DECORATIVE GLAZING. 1. THE USE OF A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED OVER THE LOWEST 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. #26 GAUGE (0.48 mm) SHEET STEEL OR OTHER 2. WHERE THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR TREAD. STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. AND THE GLAZING. 2. WHERE HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE CONTINUOUS TRANSITION 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 3. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR LESS IN BETWEEN FLIGHTS, TRANSITIONS AT WINDER TREADS, THE TRANSITION FROM HANDRAIL TO GUARD, OR 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. INCHES ) (76 mm ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY WITH SECTION R308.4.3. 4. GLAZING THAT IS ADJACENT TO THE FIXED PANEL OF PATIO DOORS. USED AT THE START OF A FLIGHT, THE HANDRAIL HEIGHT AT THE FITTINGS OR BENDINGS SHALL BE PERMITTED TO EXCEED 38 INCHES MM). 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF INSTALLATION INSTRUCTIONS. I5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN (956 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. W �z0= �O}�- > � a 0 W :DpF- Q D.�>cc ac cc Y p I- Z IL 00 c) Lu Z qZ Z ~ Z_ L J Q � J C _ cct1 _j U) 0 U Z IL (A H- Q Z p cz cz n F- �i H 0 O U) � w U o O m 00 a �- w O w w w O x z O a U) W C U) z Od � �0 o �aa 2022 COIVrNCl7'NITY: LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 1/19122 SHEET CS2 e 49 0 O (V , 1 1 01 11'-411 12'-011 16'-8" 10 6" 11'-011 6" 01 lo cr STUCCO WRAPPED BEAM @ T-8" STUCCO WRAPPED w I 4X6 POSTS I w CL a 0D a �o @ I LANAI I �, o - O m I 8'-8" CLG. I O M - o m MOISTURE RESISTANT i m DRYWALL CLG. 6'-0" 8'-0" 14'-0" 12'-0" I L106('q Ax 25 SH I (2)25 SH I 27'-0" 1 c T 1 r 1 p m 6'-1" -c' 3'-52vl „ r = M I 1 8'-1" 32 1 ' DINING 1J AREA GREAT _ z _ o la - O a �, o 1� 00 8'-s° CLG ROOM �" f` O° Ip I1 8'-8" CLGLO II LO IpAN I� IN / II BRK, 2X4 STUD WALL & SOFFIT BELOW STAIR ' W/ 1 /2" GYP. BD. 1'-112 91-821' 81.61' 71_9" 41_41 1 01 6'_511 1 _ KITCHEN CD ,. .= 8'-8" CLG cr) :& ? 1 42" LOW WALL cn REF TRY € �, 8'-011 16R ' '_�" p O 362 pro ------ ;: WH N = uP LINE OF ' Y,:.:.: • ::..,-..:. 2' co FLOOR I I 36" HT. HNDRL. 2X6 WALL 2868 SC W/ BOLLARD PER ABOVE SELF CLOSER REF. COMMUNITY 3 -11 WATERLINE SPECS. ���" Q 1 /2" WALL BOARD ON 1 M N INGARAGE SIDE PRAS REOQIDE A41 31_0118�� i STORAGE (2)2X4 WALL r• Q 2 CAR GARAGE 2" CONC.N (4)12" SH ® 1 WC ^ 8'-8" CLG CURB .- L O 3 1 _ �� 3-SIDED 5/8" TYPE "X" `' LAV - ACRYLIC -M CEILING BOARD r ��N 1'-112" �16' EX QSE LO SURROUND c��I 20B 2" N 6'-32' M 3'-7211 m ti�� B 8T ��� " 34' X60 BR ACRYLIC KX s..- PAN SHWR FOYER F� ------------------------------------ 8'-8" CLG c'�68 - SHOWER lotc? HEAD & XFERt CONTROLS GRILL EXTRA SUITE BEDROOM 0o t I I 8'-8" CLG = i ><,\\ ENTRY olot � ' CL LO ad I I ' . I O CC O 1 00 1 �p`Op 00 16070 GARAGE DOOR LINE OF I ' FLOOR 2'_12" " 10'-62 00 - ABOVE ' I N�i --- ----- — *25 SH ' 37"x63" EGRESS 21_811 161_011 ' 1 _411 1_4' 3'-1111 9" 8'_8" 51_4" 20'-011 I 6'-01' T 14'-0" FIRST FLOOR PLAN SCALE: 1 /4"=1'-0" 2 F1 1 LEGEND SYMBOLS BUILDING/WALL SECTION MARKER OINTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE ELEVATION STEP BRKX FLOORING BREAK WALL TYPES „ 2x WOOD/STEEL FRAMED PARTITION mmmmmummum 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 SURFACE BRACKET SPACED RiS (c� 16" O.C. FOR COUNTERTOP VERHANGS GREATER THAN 10" TOP PLATE I, 2" MAx 2x4 STUD WALL SEE PLANS FOR WALL LAYOUT _ 1/2" GYP. f BASE CABINET AS BD. PER SHOP DWGJ (�I WD.BASE MOLDING FINISH FLOOR OISH ORI ) I rSUBFLOOR BEARING WALLS: RENNIN STRUCMIAL DRAWINGS FOR IMATIONS OF BEARM WALLS. HANDRAIL GRASPABLE 1-1/2" MIN HANDRAIL; 1 1/4" MIN TO &-4 1/2" MM 2" MAX DIAMETER M RETURN O =' HANDRAII M ` LO SECTION PLAN PROVIDE HANDRAIL IN COMRLIANCE WITH MC 7& EDITION STAIR DIAGRAM QN J STAIR CALCS. FLOOR TO FLOOR HEIGHT 10'-2 3/4" CONVERTED TO INCHES 1122 3/4" TYP. RISER HEIGHT 7 11/16" TREAD DEPTH 10" NOSING I 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 B INTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. 010 cc W ?- = Ir �00F=- Wo a0Q QQ�I-" W J (n W W D_ cc X 0 I- Z ,S LL 0 0 c6 ZZZ~Z CC --� Q J W _ �cna0Q �2ZLL(A �1-QZQ p zz 1 n 741 Q' 0 n 0 � Q Q 0 O o a 00 O o O O wmow a O z rQ [0 R U W U) O � O c 144QQQ 0 AT C -- • F r MOWN: LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 1/19/22 SHEET AI.I O Z A z ;9 Z Z z w :n w n of Wo (") CV A5.1 I 40'-0" L6'-4" - - v 26'-0" v 714" "3050 SH (36"X60" EGRESS) 12'-5" BEDROOM 2 8'-0" CLG CV XFER GRILL DRYER VENT LNDRY 8'-0" CLG N T o 8'-5" ASHER BO I BR3 I U WIC 8'-0" CLG 1441EC1 ADD 7/16" OSB 3'-12° TO MECH. CL. CEILING FOR FIRE DRAFT STOP 8'-5" TN 3-SIDED ACRYLIC 36"x60" ACRYLIC SHOWER HEAD "(2)3050 SH 1 SURROUND SHWR PAN7V & CONTROLS (36"X60" EGRESS) %.i, WC N 00 TN 0 io ti��b zo cn O I � ., r II CL 2�_3�� 3'- 1, 6j, 5,_32„ 1 �_3„ 15'-3" ol ti 1 _ BRI OWNER' UPER LAV TB BATH_ _L_Av 3 SIDED.`` COMMUNITY kCRYLIC SPECS IROUND R&s HALL BATH c\1 �6� O- 8'-0" CLG 11 I N 5 -5 lie I 0 > 01 I J = 1 - 71 �� rT o 0 j r 2 --- Q , OSa) co > WIC 8'-0"-CG ATT'� I IC�SS1 i� (4)12" SH LIN. --- \� —�� --- - cV R&S .; .. - ( 1 4'-0" N 7, 02" - AHU ON HALL XFEA IN STAND 30" AFF 5'-32" 8'-0" CLG GRILL RAG , LOCATION XFER R&S ----------- GRILL N CL ti�6� 5'-74„ 4'-72,' (_� 3._g2�� 6'-11 " 2'_32,' C31 O U) 7— cy) 00 T r BEDROOM 3 BEDROOM 4 8'-0" CLG 8'-0" CLG ,Ya'S,.;C 7777 77 77777777 7 7,..i d •=.; >..`,�\ari l`... a> n,•, *3050 SH *3050 SH N(36"X60" EGRESS) (36"X60" EGRESS) I LINE OF ENTRY BELOW 5'-8" 10'-0" 10'-4" I 26-0" 1 SECOND FLOOR PLAN SCALE: 1 /4"=1'-0" 40'-0" OWNER'S SUITE 8'-0" CLG i 10'-5" 6 i i i i 7�_221" il DN 1151 - 101 -------- - ------ -- 3'-11" 91_01, LOW WALL 911 13'-112" LOFT V-0" CLG 3050 SH 7'-0" 14'-0" 7'-011 n N 36" HT. HNDRL. MATCH TO WALL BELOW x m 0 Lo 0 cl (V A LEGEND SYMBOLS A BUILDINGIWALL SECTION MARKER OINTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE UT)� ELEVATION STEP BRKX FLOORING BREAK WALL TYPES 2x WOOD/STEEL FRAMED PARTITION INTERIOR PARTITION w/ INSULATION CMU WALL CMU WALL w/ FURRING & INSULATION NOTE: INTERIOR WALLS ARE DRAWN TO ROUGH DIMENSIONS SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL BRACKET SPASOLID SURFACE SPACED R1" O.C. FOR COUNTERTOP VE6RHANGS GREATER THAN 10" TOP PLATE 1, 2„ MAR 2x4 STUD WALL SEE PLANS FOR WALL LAYOUT _ 1/2" GYP. tBASE CABINET AS ^' BD. PER SHOP DWGj N WD.BASE MOLDING FINISH FLOOR FTNISH F OOR1 r-suBFLooR TYPICAL DOOR PLACEMENT DIAGRAMS ODOORS LOCATED WITHIN A LENGTH OF WALL ARE TO BE CENTERED UNLESS DIMENSIONED OR NOTED OTHERWISE. DOORS LOCATED ADJACENT TO WALL B INTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. 'ttttttloes:ee�, • O 24 �O AT O �•,• y .. ems` •� . � n �� � 9 ' . C: W } 2 cr- �00E- LU WEr<0 p Q p Lu Lu W H J U) W W Z) cr_ cc W Y 0 I- Z ,au-00(6 zzz~ui L J Q J W CL _ a jUp0Q MF---¢?o cz'cz c o r` 0 20o Q� Fga- 2 0 � Z � a 0 c 0 0 Q I cn O w _ u w 0 w X U) I� O R tn W O� � [a ,xZ aaaaa N 2 0 2022 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 1/19/22 SHEET Al02 u rl 2'-011 2'-4" FOAM LOUVER DETAIL SCALE: 3/4"=1'-0" , GARAGE HEAD TRIM DETAIL SCALE: 3/4"=1'-0" 1_ WINDOW SILL DETAIL SCALE: 3/4"=1'-0" M T 1 1-011 18" DECORATIVE FOAM — SHUTTERS 0 ROOF SHINGLES PER — COMMUNITY SPECS (TYP.) 0 6" FASCIA — z m � O 6" WIDE STUCCO BAND (+1) — U U D O 4" WIDE STUCCO BAND (+1) — FIN. FLOOR _ GRADE 12 5 i REAR ELEVATION SCALE: 1 /4"=1'-0" 12 5 12 ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 5:12 0 24"X30" DECORATIVE FOAM LOUVERED DETAIL i lo "3050 SH = *3050. SH T.O.2ND FL N C �ul�l �I I II ICI ICI �I II�II 16070 GARAGE DOOR FRONT ELEVATION SCALE: 1 /4"=1'-0" 12 5 12 5 12 5 r, f�l5:12 BLDG. HEIGHT ROOF SHINGLES PER COMMUNITY SPECS (TYP.) FOAM LOUVER 6" FASCIA (TYP.) 4" WIDE STUCCO BAND (+1) T.O. WALL T.O. WINDOW 1 _0 18" DECORATIVE FOAM SHUTTERS - = N 4" WIDE STUCCO BAND (+1) co r^ C4 N FLOOR _SECOND T.O. MASONRY -' l — T.O. WINDOW T 4" WIDE STUCCO BAND (+1) _ W bo 25SH CAI 3068 V-4" STUCCO BAND RETURN FIN. FLOOR PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE 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 C 1063 (CURRENT EDITION) W Lu W Z O = o} F- >c ao WpF- CC cAVWW aZ)wfQ- w J U) W �cc !Y �10E—Z �u-0_0U) Z Z Z F- °Ca<gZ J Wa2QED- �U) 00 Z)=ZILL U) �F—QZp cz-� n Q" r O c o ¢ o F- H U) z O 0 O O mono � u o w 0-i j om w 0) 00 O w 0 x cts U) w z w 0 0 x LLM cn W cn oa E z4444a LINKS A T CALUSA SPRINGS PLAN # 6103 RELEASED: 1/19/22 SHEET A20 I n LEFT ELEVATION SCALE: 1/4"=1'-0" RIGHT ELEVATION SCALE: 1/4"=1'-0" Id 'UCCO BAND) 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 1 S' 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) W LL,0°x } >QO W 0 H UWw cn Q =m cc W � � W W J cr- cr Y 0 1— Z � tL 0 o U5 Lul Z Z Z H Z_ Q2—i Wa=cra Z)=ZLLcVn mf-a?cz �r CZ �c n Z �i Fa- O 0 U) Z o uomm O 00 w O j w O w A c w (j) I w O x z 0 E U) W ul O� wz aAll< 1.' JAN 2 0 ZD22 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 1/19/22 SHEET A2.2 a ROOF PLAN SCALE: 1 /4"=1'-0" LOWER ROOF ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 120 SQ. FT. 1 IS SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SO. IN. / LF. 1 18 LF. R806.2:THE MINIMUM NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE VENTED SPACE. UPPER ROOF ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 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 ITNT ACCORDANCE WITH SECTION R905.1.1 FOR ASPHALT SHINGLES REFERENCE TO SECTION R905.2 FOR TILE ROOFING REFERENCE TO SECTION R905.3 Ir W WZO= O }- H LLI W OW[a0 p Q Lu p�l- W (L � W — plzcrcr. oaZZ�W W Q � a a :lc _ CC _ ()0OU p - Z LL (n H Q Z p 4 r` cz c o n O �~ Z Q Q 2 0 0 0 u 0 (L LLO 0 0 0 cn w w 0 x z 0 E Iz U) W 0 ul O� �o lZ aaa<< JAN 2 0 2022 COMMUNITY: UNKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 1/19/22 SHEET A3. I 0 0 STAIR SECTION SCALE: 1 /2"=1'-0" 1 X8 CAP (RIPPED) CASING N BY SPEC. ih GYP. BD.- 2X4 KNEEWALL� 1X SKIRT BOARD 2 4 BASE BOARD PER SPEC. 2X4 SPACER 1A DETAIL 1 A SCALE: N.T.S. 1 X8 CAP (RIPPED) CASING BY SPEC GYP. BD. 2X4 KNEEWALL BASE BOAT PER SPEC. V F STAIR STRINGER 2X4 SPACER BESIDE STRINGER 1X SKIRT BOARD SKIRT BOARD / CURB DETAIL SCALE: 1 "= 1'-O" SKIRTBOAF PER SPEC. KNEEWALL DETAIL SCALE: 1"= 1'-0" AT FOOT OF STAIR F ��••I N24 cr- >. _ cr- ? 0 } >- — cc:Q 0 W p cnUww Q W H CLC/)WW rr 1 0 z u- O O cn zgzz�'z_ L J Q -2 -1W C_ _ X C_ Zi to O _Q MF- QZC) cz c 0= n O � Q 4 0 L o I (3) w co A ca 0i a w cn w 0 x z O E U) W G O � �Z o QQQaQ Ora BAN 2 g 20ZZ COMMUNITY: LINKS AT CALUSA SPRINGS FLAN # 6103 RELEASED: 1/19/22 SHEET A4. I 57 1 A5.1 12 12 I 5 5 PRE-ENG. ROOF TRUSSES (SEE FRAMING SHEET FOR DETAILS) INSULATION PER ENERGY CALCS. 1 12 2 5 5 i I1 PRE-ENG. ROOF TRUSSES (SEE FRAMING SHEET FOR DETAILS) r— INSULATION PER ENERGY CALCS. EXTERIOR WALL BATT. INSULATION �� SEE ENERGY CALCS BR 3 MECH4, ' WIC HALL \ FLOOR FRAMING SEE STRUCTURAL DRAWINGS �. , BUILDING SECTION SCALE: 1/4"=1'-0" N STORAGE ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) - T.O. WALL T.O. WINDOW N -SECOND FLOOR T.O. MASONRY -' T.O. WINDOW ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) 2X8 WALL 42" LOW WALL R FIRST FLOOR _ GRADE - T.O. WALL _ _T_O_WINDOWA SECOND FLOOR T.O. MASONRYr, T.O. WINDOW 19 %tillI7 1�: TE ST Or' Iz W CC ❑ J H W WZOM W W Z O >O LU I- cnUWw Q�WF_ J � W W ❑ Ir zzzp:W W Q a Z LL 0 � �I—QZcz t � �t Q O O �Q Q O O O (n Z 0 U O W-j U °° w oo 0 Z OI•�•I cn J w"IN" _ D w O z 0 U U) W N 0 0 5� celz1<11<111<1K im 2 0 2022 COMMUNITY: LINKSATCALUSA SPRINGS PLAN # 6103 RELEASED: 1/19/22 SHEET AS. I SEE ROOF PLAN 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 TOP OF PLATE (REFER TO ELEV.) INSULATION AS 2X ALUM WRAPPED FASCIA PER SPECS. BD. w/ALUM DRIP EDGE PRE-ENGINEERED SOFFIT INSTALLED PER GABLE END ROOF MANUF. SPECS TRUSS - REFER TO 2X PT BLOCKING STRUCTURALS HURRICANE STRAP - REFER TO 1/2" (MIN.) CLG. BD. ` STRUCTURALS TYP. HIPPED PENT ROOF DETAIL SCALE: 1/2" = V-0" 2-STORY - FRAMED WALL 12 SEE ROOF PLAN INSULATION PER - COMMUNITY SPEC. SEE ENERGY CALCS. 1/2" (MIN.) CLG. BD. WINDOW PER PLAN PROVIDE BATT INSUL. PER ENERGY CALCS. PRE-ENGINEERED —� FLOOR TRUSSES w/ 3/4" SUBFLOOR SCREWED AND GLUED - REFER TO STRUCTURAL DRAWINGS FOR SIZE AND ORIENTATION 1/2" (MIN.) CLG. BD. DRAFTSTOPPING AS PER R302.12 WHEN CONCEALED SPACE EXCEEDS 1,000SF 1 x6 PT DRAPE BLKG ABOVE WINDOWS WINDOW PER PLAN SOLID SURFACE CAULKED @ WINDOW 1/2" GYP. BD. OVER RADIANT BARRIER INSULATION (R-4.1) ATTACHED TO 1 x2 PT. FURRING @ 24" O.C. BASE BOARD 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) BENT METAL FLASHING REFER TO "L" FLASHING DETAIL 2X LEDGER BOARD / L Y(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 TYP. PENT ROOF DETAIL SCALE: 1/2" = V-O" ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER R905.1.1.1 (SEE SHEET CS2) 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 ' (REFER TO ELEV.) S E 2X ALUM WRAPPED FASCIA BD. WALUM DRIP EDGE jEL 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 STRUCTURALPLANS TOP OF FLOOR (REFER TO ELEV.) MID -WALL WEEP SCREED/EXPANSION JOINT TOP OF CMU (REFER TO ELEV.) mk TOP OF WINDOW (REFER TO ELEV.) SEE STRUCTURAL DRAWINGS PRECAST WIN. SILL 8" CMU BLOCK w/ CEMENTITIOUS FINISH SLOPE GRADE AWAY FROM HOUSE A. 0'-0" FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. 2-STORY WALL SECTION — SCALE: 1/2" = 1'-O" 2-STORY - FRAMED WALL 12 SEE ROOF PLAN INSULATION PER - COMMUNITY SPEC. SEE ENERGY CALCS. 1/2" (MIN.) CLG. BD. - 1x PT DRAPE BLKG - ABOVE WINDOWS 1/2" G.W.B. WINDOW PER PLAN SOLID SURFACE CAULKED @ WINDOW 1/2" GYP. BD. OVER RADIANT BARRIER INSULATION (R-4.1) ATTACHED TO 1 x2 PT. FURRING @ 24" O.C. BASE BOARD SEE SOFFIT AT RAKE (BEYOND) ROOF PLAN REFER TO PLANS FINISH PER PLAN - = 7/8 STUCCO OVER LATH W/ 60 MIN. GRADE D PAPER BACKED -- LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) -- BENT METAL FLASHING -- REFER TO "L" FLASHING DETAIL 2X LEDGER BOARD gk TOP OF C.M.U. (REFER TO ELEV.) INSULATION ASv7\-2X ALUM WRAPPED FASCIA PER SPECS. BD. w/ALUM DRIP EDGE PRE-ENGINEEREDSOFFIT INSTALLED PER GABLE END ROOFMANUF. SPECS TRUSS - REFER TO2X PT BLOCKING STRAP - REFER TO STRUCTURALSHURRICANE STRUCTURALS 1/2" (MIN.) CLG. BD.MASONRY LINTEL - REFER TO STRUCTURALS TYP. HIPPED PENT ROOF DETAIL SCALE: 1/2" = V-O" 1-STORY - MASONRY WALL ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER R905.1.1.1 (SEE SHEET CS2) 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. TOP OF C.M.U. (REFER TO ELEV.) 2x6 ALUM WRAPPED FASCIA �EE BD. WALUM DRIP EDGE SOFFIT INSTALLED PER MANUF. SPECS 2X PT BLOCKING SEE STRUCTURAL PLAN PRECAST WIN. SILL SLOPE GRADE AWAY FROM HOUSE ob 0'-0" FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. 1-STORY WALL @ WINDOW SCALE: 1/2" = 1'-O" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS PROVIDE 2X4 FRAMED ENCLOSURE FOR ELECTRICAL PANEL, FINISH W/ J" GYPSUM BOARD ELECTRIC METER----_______, LOCATION - SEE PLANS. VERIFY INSTALLATION IN FIELD STUCCO FINISH EXTERIOR CMU BLOCK WALL NOTE: ELECTRICAL PANEL IS TO BE INSTALLED ACCORDING TO ALL APPLICABLE LOCAL, STATE AND GYPSUM - GYPSUM BOARD BOARD Z 5 3 1/2" a- J" GYPSUM w GARAGE � BOARD NICHE FOP ELECTRIC/ PANEL & WIRING cV ELECTRICAL M PANEL ELECTRIC PANEL (V EXTERIOR. co CMU BLOC WALL N CONCRETE ONCRETE CURB REFER CURB REM TO PLANS TO PLANS NATIONAL CODES. VERIFY PANEL CONCRETE DIMENSIONS PRIOR TO SLAB ON CONSTRUCTION. GRADE r , ' r -r GRADE AT GARAGE 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) BENT METAL FLASHING REFER TO "L" FLASHING DETAIL --- 2X LEDGER BOARD TOP OF C.M.U. (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" = 1'-O" 1-STORY - MASONRY WALL ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER R905.1.1.1 (SEE SHEET CS2) OR CONCRETE TILE W/ SELF ADHERED MEMBRANE UNDERLAYMENT 12 60 MIL. OR EQUAL SEE ROOF PRE-ENGINEERED ROOF PLAN TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO Z STRUCTURAL. , TOP OF C.M.U. (REFER TO ELEV.) 2x6 ALUM WRAPPED FASCIA j EE BD. w/ALUM DRIP EDGE E V. 1/2" (MIN.) ---- CLG. BD. SOFFIT INSTALLED PER (t" TYPE'X' GYP. BD. MANUF. SPECS TO BE PROVIDED 2X PT BLOCKING WHEN LIVING SPACE IS ABOVE GARAGE) SEE STRUCTURAL PLAN EXPANSION JOINT GARAGE SLAB, AL DRIVEWAY PER COMMUNITY SEE STRUCTURAL 4" SPECS PLANS 0'-0" SLOPE SLOPE FIN. FL. FOUNDATION cf) PER STRUCTURAL DRAWINGS WALL SECTION Cad GARAGE DOOR SCALE: 1/2" = 1'-O" FLOOR ELECTRICAL PANEL NICHE AT CMU BLOCK WALL SCALE: 1/2" = 1'-O" 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 � � ' INSULATION AS Y(REFER TO ELEV.) --- PER SPECS. 2X ALUM WRAPPED FASCIA 1/2" (MIN.) CLG. BD. BD. w/ALUM DRIP EDGE PRE-ENGINEERED SOFFIT AS PER SPECS. GABLE END ROOF TRUSS - REFER TO MASONRY LINTEL, SEE STRUCTURALS STRUCTURALS TYP. GABLE END DETAIL SCALE: 1 /2" = 1'-O" 12 -SEE ROOF PLAN 1/2" EXTERIOR SOFFIT BD. W/ KNOCKDOWN PLASTER FINISH SEE STRUCTURAL - PLANS SLOPE Om-. 1-STORY - MASONRY WALL ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER R905.1.1.1 (SEE SHEET CS2) 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. ob TOP OF C.M.U. (REFER TO ELEV.) 2x6 ALUM WRAPPED FASCIA �EE BD. w/ALUM DRIP EDGE SOFFIT INSTALLED PER MANUF. SPECS 2X PT BLOCKING 8" CMU BLOCK W/ CEMENTITIOUS FINISH SLOPE GRADE AWAY FROM HOUSE 0'-0" FIN. FL. --FOUNDATION PER STRUCTURAL DRAWINGS TYP. CMU COLUMN @ LANAI/PORCH SCALE: 1/2" = 1'-O" 1/2" MORTAR BED "SCRATCH COAT" (TYPE N OR S) ADHERED STONE VENEER "MANUFACTURED" MORTAR JOINT STONE VENEER DETAIL SCALE: 1 " = V-O" DRYWALL 2X FRAMIN W/ INSULAT YNTHETIC LAP SIDING ARRICADE PLUS WRB )R APPROVED EQUAL) IIN. 1 1/4" OVERLAP XTERIOR SHEATHING TTACH PER MANUFACT. JSTRUCTIONS LAP SIDING DETAIL SCALE: 1-1 /2" = V-O" NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION . ��a91111';9'SI �c 0 24 r TE O' S Ir LU �. _ Ir �00� } >Cc<0 WZ)QI- U) Lu Q = LU F- cc JU)WLU � cr Ir Y0I-Z ot$LL.00cl) ZV7Q ZZ~'Z ��-1LU (L _ C D_ CQ Z O� � �I-QZpj ri n Q o O � Q H O O O j U j o j < U) a z o 00 0 j M...1 o �w a� U) w w 0 z >! O U W 0 In Od r O lzZ aaaaa JAN 2 o 2022 COMMUNITY: LINK A CALUSA SPRINGS PLAN # 6103 RELEASED: 1/19/22 SHEET A592 BARRICADE PLUS WRB �OR APPROVED EQUAL) ' TYPICAL AT ALL WOOD TO MASONRY TRANSITIONS 2X FRAMING FLOOR -SHEATHING PER SPEC. RIM BOARD REFER TO STRUCT DWGS. \ 60 MIN. GRADE D PAPER —� BACKED 1 LATH WALL —� SHEATHING I 7/8" 3-COAT —�- STUCCO SHEATHING I: FLUSH WITH I T BLOCK WALL I ' MID -WALL WEEP— CREED/EXPANSION I JOINT I 6" SELF ADHERED FLASHIN I 5/8" I CEMENTITIOU COATING BUILDING FELT ON TOP OF CONC.BLOCK UNDER FLOOR MEMBERS CONCRETE BLOCK / MAINTAIN 1/8" GAP BETWEEN SHEATHING AND TOP OF BLOCK WALL EXPANSION JOINT (EJ) AT FRAME & MASONRY SCALE. 1/2 = 1 -0 PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH @ 9" O.C. MAX. (VERT.) NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ $" LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT Z iA "L" FLASHING SCALE: N.T.S. 8" THICK, 3 COAT / CEMENT PLASTER 60 MIN. GRADE D PAPER BACKED LATH mmm Rm F F'AR m DURING INSTALLATION \�4t4" TO 1/2" GAP MIN,, FASTENERS TO BE SPACED @ 7" i 'l O.C. MAX. VERTICALLY LATH SHALL NOT BE BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE PER ASTM C1063 7.10.1.4 TYPICAL STUDS TYPE "M" CONTROL JOINT (CJ SCALE: N.T.S. 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 /1VI Yll /1/1IzIA Ie% 'VOOD SHEATHING 0 MIN. GRADE D PAPER BACKED ATH OVER BARRICADE PLUS WRB DR APPROVED EQUAL) " THICK, 3 COAT CEMENT PLASTER 1 ETAL LATH AP WRB & TAPE OVER ROOFMALL ►CREED X5 "L" TYPE CONTINUOUS GALV. 1ETAL FLASHING (NAIL TO ROOF IECK, NOT WALL SHEATHING) INDERLAYMENT PER CODE .AP SHINGLE - DO NOT NAIL, JSTALL WITH ROOF CEMENT IOOF CEMENT flINGLE ROOFING WOOD SHEATHIP" BARRICADE PLUS WF (OR APPROVED EQUA LAP SIDING (PER BUILDE MIN. LAP (PER MANUF. SPEC STARTER STRIP (PER MANUF. SPEC MIN. CLEARANCE (PER MANUF. SPEC 5X5 "L" TYPE CONTINUOUS GAL METAL FLASHING (NAIL TO ROOF DEC NOT WALL SHEATHIN, �11�17�.]�����s�•Z•1 CAP SHINGLE - DO NOT NAIL, INSTAI WITH ROOF CEMEt ROOF CEMEP SHINGLE ROOFI� "L" FLASHING - SIDING SCALE: N.T.S. 8" THICK, 3 COAT CEMENT PLASTER 60 MIN. GRADE D PAPER BACKED LATH BARRICADE PLUS WRB (OR APPROVED EQUAL) WRAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1-1/2" ABOVE SHINGLES ROOF/WALL 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. Lo BARRICADE PLUS WRB (OR APPROVED EQUAL) WOOD SHEATHING Weis] sl•l &+Idle] KolI.1 60 MIN. GRADE D PAPER BACKED LATH 8" MID -WALL WEEP SCREED 6" SELF-ADHESIVE FLASHING s THICK, 3 COAT CEMENT PLASTER HORIZONTAL WEEP SCREED SCALE: N.T.S. STEP 1 STEP 2 0 FOLD FOLD ar FOLD INWARD @ PT. A STEP 3 © @ FOLD @ 770 FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C 0 0 FOLD INWARD @ PT. A CREASE @ PT. B STEP 4 WATERTIGHT SEAL. FOLD. DO NOT CUT. BOTTOM FLANGE FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C FOLD PT. C OVER PT. B TILL PT. C TOUCHES BOTTOM FLANGE 12 W } 2 � �00}� > <0 ir Uww c) <Z)ru LLIW J D��� Zz�W n- w acc 2 � _ �c)0OU �=Zu- cn �� QQ o� czcz r` Q' O � C: O � Q U) mi 0 � w U Q O Z 0 00 LLI O Q O a a w w w �..I O z 'Q o_ E cn W cn O 4 �o 24 v7 JAN 2 0 2022 CO MUNIM LINKS AT CALU A SPRINGS PLAN # 6103 RELEASED: 1/19/22 SHEET GYP I BARRICADETM BARRICADETM BARRICADETM BARRICADETM BARRICADETM _ BARRICADETM tM - - ---; t } # 1 "! gARRIGADE , f I I BARRICADETM' 1 I i i 3 # BARRICADETM } 1 t s t BARRICADETM F i I # # 1 .. 3A RPIGAI)F- BARRICADETM BARRICADETM ::. .: - BARRICADETM t r r BARR1C�4DETM 1 ' 1 t .... , , SARRICAD 74f # E BARR/CADETM T M gARFIGAGE j; . t 1 { 1 { tW_ L'7 / Start 2-3 feet from a corner. Wrap around corner and continue nailing or stapling as you Move around the house. Use fasteners that are long enough to penetrate into the stud or nail base material. TM TM TM 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. BARRICADETM BARRICADETM BARRICADETM ? 2 Secure BarricadeTM Plus firmly in place by fastening it every 12"-18" along the vertical studs using large -headed or plastic cap nails or minimum 1 " crown staples. You may install it over wood based, foam insulative, or fiberboard sheathing or exterior gypsum board. BARRICADETM BARRICADETM BARRICADETM BARRICADETM BARRICADETM BARRICADETM BARRICADETM 5— 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. i BARRICADETM BARRICADETM BARRICADETM P 3- Make an inverted "Y" cut in the wrap at window rough opening. Make diagonal cuts at the top of the rough opening corners. BARRICADETM BARRICADETM BARRICADETM BARRICADETM BARRICADETM PInstall window. Flashing details around window: Example 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) D) I SEAL EDGE OF P.T. WOOD BUCK TO MASONRY �1 Al C q 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. Op 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. 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 o -- lW Q SBS Window &Door m Q Flashing Tape 0 U m • Barricade Sill Corners • Barricade Conform Stretchable Flashing ,5!'99/pq WOOD OPENING WATERPROOFING SCALE: N.T.S. q���ia11117g;, No 7" 624. =*e -p °• S AT O 00 ' �1'• s� A- o X W y. = CC �002: 5; < 0 p U)UWW QpWF— J � W W p cr Y O H Z c,dLLOOfn Z Z Z F- Z_ 1r�Q�—j W _ �c)p00 = Z LL Co �I-QZp CZ�g o a U) 0MEMO 0 � w U A 0 Z M 00 rr LLO 0 O 0 a w w w �..� o x z >! r a Cn W 0 00 �Zaaaaa N 2 2022 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 1/19/22 SHEET WP2, 49 4 A/C DISCONNECT 20 AMP DED. OUTLET FOR MICROWAVE RANGE FIELD VERIFY METER m FIRST FLOOR ELECTRICAL PLAN SCALE: 1 /4"=1'-0" 2" PVC CONDUIT 2-2/0 COPPER COPPER O OR OR 2-4/0 ALUMINUM 200 AMP 4: METER 1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT #4 COPPER OR ALUM. I BREAKER PVC- 1/2" PVC CONCRETE ENCASED GROUNDED ELECTRODE II T III III III II ELECTRICAL NOT TO SCALE RISER DIAGRAM ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET USB COMBO OUTLET WALL SWITCH THREE-WAY SWITCH J+ FOUR-WAY SWITCH - KEYLESS LIGHT FIXTURE - CEILING MOUNTED LED LIGHT FIXTURE - WALL MOUNTED INCANDESCENT LIGHT FIXTURE c v VAPOR PROOF LIGHT FIXTURE +c LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE fj EXHAUST FAN q EXHAUST FAN/LIGHT COMBINATION ® CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) ® COMBINATION SMOKE / CO2 DETECTOR Q SMOKE DETECTOR TELEPHONE (OPTIONAL) Q TELEVISION (OPTIONAL) 01 ELECTRIC METER s 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. LUMINAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF 2017 NEC 410.16(A) & (B) 9. RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED 10. A MIN OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS 11. GFCI DEVICES SHALL BE READILY ACCESSIBLE 12. REFER TO ENERGY CALCULATIONS FOR ADDITIONAL INFORMATION. 13. PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN COMPLIANCE WITH NEC 110.26. 14. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE Ir W ui wZ0= O H 5;cc<o LU �o Q?�w W wgw �C Ir Y 0 � Z LL00 cn Z QZ Z H LU J Q � Lu Z_ J a: m cc �U)000 = Z LL W �I-QZ� �� - I-n On cz P_ Q o O Z H 0 0 z U 0 0 0� m 0 0 u � cn O _ u c w w mi i w w 0 z O R 04 U) W 0 O� r lzZaaaaa o COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 1/19/22 SHEET E• 0 BEDROOM 2 ADD BLOCKING LNDRY DISCONNECT J ' ADD BLOCKING BEDROOM 3 BATH 3-BULBN DATA O O GI sD HALL BAT7(7_ S WIC 3-BULB LIN. 'less' cM TGHTTX.- 3 HALL CL I� ADD BLOCKING BEDROOM 4 SECOND FLOOR ELECTRICAL PLAN SCALE: 1 /4"=1'-0" OWNER'S SUITE ADD BLOCKING US TO SWITCH @ 1ST FLR LI ADD CM i i I O I� KING I 1I I - LOFT ADD BLOCKING �I .m 2" PVC CONDUIT 2-2/0 COPPER 1-1/0 COPPER OR 2-4/0 ALUMINUMF METER 1-3/0 ALUMINUM#4 COPPER OR ALUM. PVC—� 1/2" PVC CONCRETE ENCASED GROUNDED ELECTRODE LTI ELECTRICAL RISER DIAGRAM NOT TO SCALE ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET USB COMBO OUTLET WALL SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH KEYLESS LIGHT FIXTURE CEILING MOUNTED LED LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE VAPOR PROOF LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE f) EXHAUST FAN �} EXHAUST FANLIGHT COMBINATION ® CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) ® COMBINATION SMOKE / CO2 DETECTOR ® SMOKE DETECTOR b TELEPHONE (OPTIONAL) Q TELEVISION (OPTIONAL) DD ELECTRIC METER = ELECTRIC PANEL DISCONNECT SWITCH Q JUNCTION BOX �- STANDARD ELECTRICAL LINE NOTES: 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AND ARC FAULT CIRCUIT INTERRUPTERS (AFCI) PER 2017 NEC 210.12 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR: SWITCHES ........... 42" OUTLETS.............14" ABOVE COUNTER OUTLETS ...... 46" TELEPHONE ......... 14" TELEVISION .......... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. OUTLET AND LIGHTING RECEPTACLES FOR ALL DWELLING ROOMS, WITH THE EXCEPTION OF KITCHENS, BATHROOMS, AND GARAGES, SHALL REQUIRE AFCI PROTECTION. 5. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH 2O17 NFPA 70, FLORIDA RESIDENTIAL CODE 2020, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 6. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. 7. CIRCUIT NUMBERS ARE FOR REFERENCE ONLY. 8. LUMINIAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF 2017 NEC 410.16(A) & (B) 9. RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED 10. A MIN OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS 11. GFCI DEVICES SHALL BE READILY ACCESSIBLE 12. REFER TO ENERGY CALCULATIONS FOR ADDITIONAL INFORMATION. 13. PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN COMPLIANCE WITH NEC 110.26. 14. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE W 0 % F- cr- W WZOm: WLuZ 5; < o W nI- cc U) 3: w Q W ~ J�wg �ircr_cr YOI—Z ,6LL000) Z qZ Z F- Z_ cr J Q < J W D-=tea �c)p0U Z)=ZU-U) � P < '~ cz'cz Q' n O n O �¢ 0 0 uo 0 pa Im CD LL 00 o a U a o 010 u u U) ww w cn j w w 0 z �r O_ r Ix U) W U) O� �o Z aaIA< COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 1/19/22 SHEET E 1,2 91 T� r I SLAB PENETRATION PLAN SCALE: 1/4"=1'-0" OL W }2CC �00� W cr 0 Z)o cnUWw Q�WI- U) W W D cr- Ir Y01-z ,6LL0_0U) z z z ~ Z cr— J W 2 c jU)00U) �F=-QZO cri occ a Q O �a Q 0 0 WNW 0 z co w 0 z w(L 0 a U, w x w 0 x z 0 R U W C U) z 04 �o lz aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 1/19/22 SHEET P I I . a a ('7 Q PLUMBING PLAN SCALE: 1 /4"=1'-0" �A'ffl- i IY W } 2 cr. �00E- LU WOWCQO cnv�w Q�WI- � W W J 5 Ir It Ir Y 0 H Z ,6tL0006 ZzZ~'Z °C _j _j J Wa=cra �2ZLLCl)O �I—Qz0 a q) cz''� cz c o O H 0 0 Z u 0 ma (L a) cn c� OD Z im o _ U w a w 0 x z 0 R lz ca W G U 0a �o liz a a E.1 COMMUNITY: LINKS AT CALU A SPRINGS PLAN # 6103 RELEASED: 1/19/22 SHEET P 16 22 0 MASONRY LINTEL DETA I L5 REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT MB-I 8 b-OB/OT ----- ----- MB-2 8F8-I13/OT ----- (1) #5 MB-3 8FI6-I13/IT (1) #5 (1) #5 M13-4 WFI4-I13 ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T co., AND LOTT'S CONCRETE. NOTE5: I. ALL LINTELS W 5PAN5 GREATER THAN 14'-O" 5HALL BE PRE5TRE55E1?. 2. SHORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT SHALL BE GRADE 60, fy=60 ksl 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOGATED DIRECTLY ABOVE THE OPENING BELOW SHEET LIST INDEX SHEET DE5CRIPTION SHEET TITLE 5-0.0 5TRUGTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.2 2ND FLOOR FRAMING PLAN 5-1.5 ROOF FRAMING PLAN 5D-I FOUNDATION DETAILS 50-2 5TRUGTURAL DETAILS 5D-3 STRUCTURAL DETAILS P55B-I STRUCTURAL DETAILS GENERAL STRUCTURAL NOTES FOUNDATION • DESIGN 15 BASED ON lth EDITION (2020) FLORIDA BUILDING CODE. • FOOTING DE516N - THESE FOOTINGS HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARIN6 GAPAGITY OF 1,500 P5F. • ALL LUMBER EXPOSED TO WEATHER OR IN GONTAGT W/ GONGRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALL5 TO SLAB WITHY4" DIA. x 23/4" LONG TAPGON5 0 52" o.G. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORR0510N-RE5I5TANCE COMPATIBILITY OF HARDWARE $ FA5TENER5 IN CONTACT W/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER $ HARDWARE SUPPLIERS TO GOORD. • CONCRETE DE516N BASED ON AGI 518. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE STRENGTHS IN 28 DAYS, U.N.O. f'G = 2,500 psi:....... FOOTINGS 2,500 psi:....... 5LAB5 ON GRADE (INTERIOR $EXTERIOR) fy = 60,000 psi ...... RE13AR • ALL CONCRETE EXP05ED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTIN65 AND 5LAB5 ON GRADE SHALL BEAR ON GLEAN, FIRM VIR61N 501L OR GLEAN FILL GOMPAGTED TO A q5% PROCTOR VALUE • MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOK5 SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. • GROUT SHALL BE A5TM G416 F'G=3000 P51 W/ MAX 3/8" AGGREGATE • CONCRETE MASONRY UNITS SHALL BE A5TM GI-10 WITH A MINIMUM COMPRE551VE STRENGTH OF Ig00 P51 (F'M = 1500 PSI). ALL MORTAR SHALL BE A5TM G210, TYPE S. GMU DESIGN BASED ON AGI 530/530.1 • REINFORCED GMU GORES (A5 INDIGATED ON PLAN) SHALL El BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL AL16N WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP 5PLIGE WITH FOOTING DOWEL. • GROUT SOLID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" GONT. FULL LENGTH OF WALL W/ (1) #5 BAR GONT. (TYP. 0 EXT. PERIMETER) • PROVIDE (1) #5 BAR GROUTED 50LID ON EACH 51DE OF ALL MASONRY OPENIN65 AND AT ALL WALL CORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MASONRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR WALL5. (AS SHOWN ON PLANS) • ROUGH OPENIN65 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE GORNER5 OF SLAB EDGES, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. EXACT LOGATION5 PER BUILDER. • SAW GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH OF THE SLAB (I" FOR A 4" SLAB) • JOINTS SHALL BE LOGATED 0 12-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE A5 GL05E TO SQUARES A5 P0551BLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SPECIFICATIONS (TYP. U.N.O.) DESCRIPTION OF BLDG. ELEMENT 3"x0.131" NAILS 3"xO.120" NAILS J015T TO 50LE PLATE (3) TOENAILS (3) TOENAIL5* SOLE PLATE TO J015TBLK'6. (3) NAILS 0 4" o.G. (3) NAILS 0 4" o.G. STUD TO 50LE PLATE 2 TOENAILS (3) TOENAILS* TOP OR 50LE PLATE TO STUD 2 NAIL5 (3) NAILS RIM TO TOP PLATE TOENAILS 0 8" o.G. TOENAILS 0 (b" o.G.* BLK'6. BTWN. J015T5 TO TOP PL. (5) TOENAILS (3) TOENAILS* DOUBLE STUD NAILS 0 24" o.c. NAILS 0 16" o.G. DOUBLE TOP PLATE NAILS 0 24" o.G. NAILS 0 16" o.G. DOUBLE TOP PLATE LAP 5PLIGE clNAILS IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP o GORNER5 $ INTER5EGTIN6 WALL5 (2) NAILS (2) NAILS * 2y2'W.113 15 AN AGGEPTABLE ALTERNATIVE TO A 3'W.120", SAME SPACING OR NUMBER OF NAIL5. (ONLY AGGEPTABLE WHERE * ARE SHOWN) TH 15 MODEL HAS BEEN DE516NED IN AGGORDANGE WITH THE Ith EDITION (2020) FLORIDA BU I LD I N6 GODE (5EGT1 ON 1(90q) LATERAL DE516N REQU I REMENT5 FOR THE FOLLOW06 WIND 5PEED 4 EXP05URE ONLY: 140 MPH - EXP. B WIND IMPORTANCE FACTOR = 1.0 NTERNAL PRE55URE COEFFICIENT = ENGLO5ED, +/- 0.18 ANY WIND 5PEED/EXP05URE NOT L15TED HERE REQUIRES FORMAL EVALUATION I APPROVAL FROM M+K 5TRUGTURAL EN61 NEERI N6. EXTERIOR $ SHEAR AALL SHEATH I NG SPEC I r-I CAST I ONS INDICATES LOCATION AND EXTENT OF 5HEARWALL WHIGH REQUIRES SHEATHING AND/ OR FASTENING 5PECIFIGATION5 BEYOND THAT OF 5TNDRD GON5TRUGTION SYMBOL SHEAR PANEL SPEC. 15/52" PLYWOOD OR 05B FASTENED W/ PI 21211x0.131 " NAIL5 © 6" o.G. ALON6 PANEL E06E5 AND 12" o.G. IN THE PANEL FIELD. 15/32" PLYWOOD OR OSB FASTENED W/ P3 21211xO.131 " NAIL5 @ 3" o.G. ALONG PANEL ED&E5 AND 12" o.G. IN THE PANEL FIELD. STANDARD EXTERIOR WALL SHEATHING REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALL5 w/ 15/32" PLYWOOD OR 05B FASTENED W/ 2 "xO.131" NAILS ® 6" O.G. AT ALL PANEL ED6E5 AND ® 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL E06 =5 SHALL OGGUR OVER FRAMING OR 2X BLOCKING SHALL BE PROVIDED TO SUPPORT PANEL E06E AND FASTENING 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING 0 I6"o.G. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER w/ 3Y2"x0.131" NAILS 0 I6"o.G. USE (8) 3Y2"xO.131" NAILS @ EA. LAP 5PLIGE. (TYP. U.N.0) 4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALL5 ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENINGS. 5. SEE ARGHITEGTURAL DRANINC75 FOR ADD'L WALL CONSTRUCTION REQUIREMENTS. 6. ALL EXTERIOR ;WALL5 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 OPENIN65 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LONG A5 THEY ARE FRAMED OUT TO PROVIDE THE SHEATHING EDGE NAILING REQUIRED AND OGGUR 16" MINIMUM FROM THE EN05 OF THE 5HEARWALL. g. ALL SHEATHING PANELS TO MEET U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 WITH 33(b SPAN RATING (MAX.) 10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE ARGHITEGTURAL PLANS, THE SHEATHING USED IN THE -FIRE RATED ASSEMBLIES SHALL BE NOMINAL 15/ " THIGK, APA RATED SHEATHING 2?i6EXPOSURE 105E OR PLYWOOD PEf AGGORDANCE WITH THE UL DE516N5 5PEGIFIED. Window � Door Allowable Wind Pressures 140 MPH Wind Zone Ex Osure B" OPENING 51ZE INTERIOR ZONES END ZONES 8' Garage Door +18.5 P5F/-20.g P5F +18.5 P5F/-20.q P5F I6Garage Door +I1.1 P5F/-Iq.1 P5F +I1.1 P5F/-Iq.l P5F 10 SOFT. +21.2 P5F/-22.q P5F +21.4 P5F/-28.3 P51F 20 SOFT. +20.2 P5F/-22.0 P5F +20.2 P5F/-26.4 P5F 50 SOFT. +Ig.O P5F/-20.8 P5F +M.O P5F/-23.q P5F 100 SOFT. +18.0 P5F/-Iq.8 P5F +I8.0 P5F/-22.0 P5F 500 SOFT. +15.8 P5F/-I1.6 P5F +15.8 P5F/-I1.6 P5F (DEnd Zone is defined os the smaller of 10% Of least horiz. dim. or 40% of mean roof height. ®Pressures have been derived from 2020 FBG Table R301.2(2). ®Pressures charted here are allowable pre55ure5 and have been reduced per A5GE 1-I6 section 2.4.1 from ultimate pressures. Divide allowable pressures above by a factor of 0.6 for ult. pre55ure5. ROOF FRAMIN6 • SEE ROOF TRU55 UPLIFT CONNECTOR 5GHEDULE FOR ALL ROOF TRU55 GONNEGTOR5. • ROOF SHEATHING SHALL BE 1/I6" MIN. 05B/PLYWOOD SHEATHING 24/6, EXPOSURE I. FASTEN SHEATHING TO ROOF MEMBERS W/ 2 3/8"xO.113" RING SHANK NAILS (R5R5-01 OR EQUIV) 0 6" O.G. AT PANEL E06E5 $ 0 6" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END $ DRAG TRU55E5 W/ RIN6 SHANK NAILS 0 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALONG PANEL ED6E5 AT FIRST 2 TRUSS BAYS FROM GABLE END. PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED EDGES. • ROOF SHEATHING FOR MAIN ROOF TRUSSES SHALL EXTEND GONTINUOU5LY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR CLIPS 0 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERN15E NOTED. • EREGT AND INSTALL ROOF TRU55E5 PER WTGA $ TPI'5 BG51 I " GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING $ BRAGIN6 OF METAL PLATE GONNEGTED WOOD TRUSSES." • ROOF TRU55 SHOP 016165. SHALL BE SUBMITTED TO ARCH $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH $ SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"x0.131" NAILS 0 16" O.G. UPL I I=T CONNECTORS BEARING CONDITION TRU55 CONNECTOR LENGTH < 15' 51MP50N H2.5T SINGLE ROOF TRU55 BEARING ON > 15' SIMPSON HIOA WOOD STUD WALL/WOOD BEAM ROOF GIRDER TRU55 BEARING ON ALL 51MP50N HT520 WOOD STUD WALL/WOOD BEAM 51N6LE ROOF TRU55 OR PORCH ALL SIMPSON HETAI6 BEAM BEARING ON GMU WALL ROOF 6.T., FLUSH BEAM OR ALL (2) SIMP50N HETAI6 FLUSH 6.T. BR6. ON GMU WALL ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR AS L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DESIGN THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTED WOOD TRU55 GON5TRUGTION". M$K HAS ENGINEERED ALL ROOF TRUSS UPLIFT CONNECTORS IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-I6. ALL UPLIFT GONNEGTOR5 AND LOADS PER TH15 DRAWING SHALL SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT GONNEGTOR 5PEGIFIGATION5 AND LOA05 5HOWN ON THE SHOP GARD5. LEGEND • ® INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL I: :I EXTENT OF OVERFRAMIN6 •-� INDICATES 1/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HANGER INDICATE5 P05T ABOVE. PROVIDE SOLID BLOGKIN6 UNDER POST OR JAMB ABOVE. HOLDOAN / STRAP SCHEDULE SYMBOL 5PEGIFIGATION FASTEN BUILT-UP POSTS SUPPORTING ROOF 6.T. TO GMU WALL W/ (1) 51MP50N M5TGM40 STRAP W/ (12) Y4" 5T-1 DIA x V4" LONG TAPGON5 INTO GMU. DE516N AGGOUNT5 FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5. (USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.0) GENERAL STRUCTURAL NOTES • DE516N 15 BASED ON lth EDITION (2020) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON NOS, "NATIONAL DESIGN 5PEGIFIGATION FOR WOOD GON5TRUGTION" - LATEST EDITION. • DESIGN LOADS: ROOF LIVE = 20 P5F DEAD = 1 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 5TAIR5 $ DEGK5) = 30 P5F 0 SLEEPING AREAS = 50 P5F ® GARAGE = 200 # POINT LOAD 0 6UAR05/HANDRAIL5 = 50 P5F ® GUARD IN -FILL COMPONENTS DEAD = 10 P5F (20 P5F TOTAL 0 TILE) WIND ULTIMATE WIND SPEED $ EXP05URE A5 L15TED RISK GATE60RY II GENERAL FRAMING • EXTERIOR WOOD STUD BEARING WALL5 SHALL BE 2x 5PF#2 OR 5YP#2 0 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARING HALLS SHALL BE 2x 5PF OR 5YP STUD' GRADE LUMBER 0 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x STUD' GRADE MEMBERS 5PAGED 0 16' O.G. (MAX.). • ALL NON-BEARIN6 INTERIOR STUD WALL5 SHALL BE GON5TRUGTED WITH 2x '5TUD' GRADE MEMBERS SPACED o 24" O.G. (MAX.). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD $ (1)2x KING STUD, MINIMUM. - THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDICATE5 THE NUMBER OF JAGK STUDS REQUIRED, U.N.O.. • ALL HEADERS, BEAMS $ OTHER STRUCTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FAGE NAIL MULTI -PLY 2x BEAMS $ HEADER5 W/ 3-ROW5 OF 3"x0.131" NAILS 0 12" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES o 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROWS OF NAILS FOR 2x6 $ 2x8 MEMBERS. • FACE NAIL BUILT UP 2x P05T5 W/ 3"x0.131" NAILS o 16" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES 0 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL GONNEGTION5 (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALL5 w/ 1/I6" 05B FASTENED W/ 2V2"x0.131" NAILS ® 6" O.G. ® E1?6E5 $ 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL EDGES. TYPICAL U.N.O. ON THE PLANS. • PROVIDE SOLID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL POSTS CONTINUOUS TO FOUNDATION/BEARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10^6 psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10^b psi . FOR 2 $ 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OF 3"xO.131" NAILS o 8" O/G OR 2 ROWS Y4"x3Y2" 51MP50N 505 5GREW5 (OR 3Y2" TRU55LOK 5GRE05) o 16" 0/6. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FAGE5 FOR 3-PLY CONDITION. LOCATE TOP $ BOTTOM NAIL5/5GREW5 2" FROM EDGE. SOLID 3Y2" OR 5Y4" BEAMS ARE ACCEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 $ 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OF Y4"x6" 51MP50N 505 5GREW5 (OR 6 3/4" TRU55LOK 5GREW5) o 16" O/G. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FAGE5 (ONE SIDE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. A 50LID 1" BEAM 15 AGGEPTABLE. • ALL INTERIOR WALL STUDS IN GONTAGT W/ GMU MALLS SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LONG TAPGON5 0 24" O.G. FLOOR FRAM I N6 • I-J015T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION GRITEP • ALL METAL HAN6ER5 SHALL BE 5PEGIFIED BY I-JO15T /TRU55 MANUFACTURER, UNLE55 OTHERN15E NOTED. • I-JO15T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY • FLOOR SHEATHING SHALL BE 23/32" CONFORMING TO P52-04, 24" O.G., EXPOSURE I, TONGUE AND GROOVE E1?6E5, FASTEN SHEATHING TO FRAMING MEMBERS W/ 6LUE AND 3'W.131" NAILS o 6" O.G. AT PANEL EDGES $ 12" O.G. AT INTERMEDIATE SUPPORTS. TYPICAL 5TAIR GON5TRUCTION NOTES • (3) SINGLE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR LANDING, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM w/ (1) 51MP50N A35 GLIP AT EACH STRINGER. • FASTEN 2xb P.T. PLATE TO CONCRETE SLAB W/ (3) 3/Ib" DIA. x 3Y2" LONG TAPGONS. • FASTEN END 5TRIN6ER5 TO ADJACENT WALL5 W/ (2) 3"xO.131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE 3/4" FLOOR DEGKIN6 ON RISERS AND I" FLOOR DECKING ON TREADS. 9 SEE STAIR FRAMING 5EGTION FOR MORE INFO. G F seal: %.�` o ,moo N o 017 A tv © copyright: MLA% L6LL Structural Engineering, Inc. o� z JFE w w z co z w J Q Z °` W U Ww T N i JI-• z W C 0 0 a� .a Q 8 A 0. C � 'S j m E Q� 0 0 V m0 N! -T 0 F 0 m�g 0 CD N cn M&K project number: 068-2001 1 project mgr: drawn by: issue date: JSB DJR 01-13-22 REVISIONS: date: initial: sheet: S140.0 Q 0 J LL rJ 0 Q Kram an LEGEND • ® INTERIOR 13EARIN6 WALL • - - - BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARNALL EXTENT OF OVERFRAMIN6 •--- -- -- ----INDICATES 1/8"A" 5AN GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE (SEE NOTE5) J L METAL HAN6ER INDIGATE5 P05T ABOVE. PROVIDE 501-I1) BLOCKING UNDER P05T OR JAMB ABOVE. REFER TO 5-0.0 FOR TYPICAL 5TRUGTURAL NOTES 4 5GHEDULE5 as � G,. F seal: .` A 7; L o a � gT E O ". o , © copyright: MUCI1eRRNRUL�+ L2 Structural Engineering, Inc. o0Z _J Fr W DLJJ Z N z W J m Z= � A vs S1c W co •a T O° E JZ �� W ID .Y 0 CO)m W p .-- N � M O. M&K project number: 068-2001 1 project mgr: J S B drawn by: DJ R issue date: 01.13-22 REVISIONS: date: initial: 5 ..... UJ SIN • L 'OP OF 0• • • • TOP OF L— O Z 'P. OF 2) 3 12--� 2 a 2-8�� 5D-I 5D-1 W AK 445 14�_OE1 � LL1 < 40'-0' O a `J 0-4 3: 'Q U M z 'Q 5LAB PLAN OD W W SCALE: 1/4"=1'-O" (22x34 SHEET) 0 Z VALE: 1/6"=l'-O" (Ilxll SHEET) ._. J J sheet: FoN i . o .a"`tIIiie..9pi. .z C I 'I • 3'-211 . 41-1011 . ( 1_411 i I I AAQ I I I AAQ I I I AAQ I I 1 BLOCK PLAN SCALE: 1/4"=1'-0" (22x34 SHEET) SCALE: 1/6'*'-0" (IIxI1 SHEET) i t- MWE LEGEND • ® INTERIOR BEARIN6 WALL • - - - BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL I: • : : I EXTENT OF OVERFRAMIN6 •— ---- — —INDIGATE5 1/8"A" 5AW GUT GONTROL JOINT INDIGATE5 LOGATION OF REINFORGED GMU GORE (GEE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. MA50NRY LINTEL PETA I L5 REINFORCEMENT MARK DE516NAVON TOP BOTTOM SHEAR REINFORCEMENT MB-I 8F8-OB/OT ----- ----- MB-2 8F8-IB/OT ----- (1) #5 MB-3 81`16-I13/IT (1) #5 (1) #5 MB-4 5RF14-IB ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T—GRETE, QUALITY PREGA5T CO., AND LOTT'S CONCRETE. NOTE5: I. ALL LINTELS w/ 5PAN5 6REATER THAN 14'-0" 5HALL BE PRE5TRE55ED. 2. SHORE FILLED LINTELS A5 REQURIED. 3. ALL LINTEL5 5HALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORCEMENT 5HALL BE 6RADE 60, fy=60 ksl 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW MASONR'' LINTEL ASSEMBLIES SEE 5GHEMLE AND SPEGIFIGATION5 FOR ADD'L INFO i_4J+t— MIN p) couRSEiBorro 1 LQ J+ MIN. 6) caw-E/BOND I I BEAM ABOVE LINTEL I I BEAM ABOVE LINTEL GROUT 6ROVr BOTTOM REINF. FRECA5T LINTEL W PRECAST LINTEL W #-�^t EMBEDDED REINF. 4--& EMBEDDED REINF. MB-1 MB-2 -- I 1 !!— TOP C PSE, IF TOP COUR5E, IF m ° I L.Q I REQ19 PER ARCH. -- REQb PER ARCH. �r TOP REINF. OR CANT. C 9 T. BOND BEAM BOND BEAM REINF. REIN. AS REQb GROUT 6ROUT _ BOTTOM REINF. BOTTOM REINF. -- FREGAST LINTEL W �,'. ,'. • EMBEDDED REINF. I a• I PRECAST LENTIL w/ fi- '�—f REINF. MB-3 MB-4 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES � SCHEDULES 9' 'a seal; •`,g` `` o E Gp- © copyright: MULHERNIAIN Z Q 2ULL structural gineering, In ac� Z JLU w w Zc C_ 7 � Z w a J Q CD .a Z� A C) It Q c E m °° E Q mi z W CP p o� y m _ W C N C.' M O. M&K project number: 068-200 1 1 project mgr: J S B drawn by: DJ R issue date: 0 `I - `I 3-2 2 REVISIONS: date: initial: m I ppp- � J J sheet: Foo2. 0 0=A0 I AKIAI nV/-)QQr-n PrdMr-. LEGEND • ® INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARNALL • I: • : : i EXTENT OF OVERFRAMIN6 s- --- --- — --INDICATES I/S"A" 5AW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE ED (SEE NOTE5) J L METAL HAN6ER INDICATES P05T ABOVE. PROVIDE SOLID BLOGKIN6 UNDER P05T OR JAMB ABOVE. HOLDOWN / STRAP SCHEDULE 'YMBOL 5PEGIFIGATION FASTEN BUILT-UP POSTS SUPPORTING ROOF 63. TO GMU WALL w/ (1) 51MP50N M5TGM40 STRAP w/ (12) )/4" 5T-I DIA x V4" LONG TAPGON5 INTO GMU. DE516N ACCOUNTS FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5. (USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.0) -7ER FASTENED )Y4"DIA.X3Y2n �IGON5 ® 16" O.G. ROOF FRAM I N& • SEE ROOF TRUSS UPLIFT CONNECTOR 5GHEDULE FOR ALL ROOF TRUSS GONNEGTOR5. • ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05B/PLYYVOOD 5HEATHIN6 2%, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/S"x0.113" RIN6 5HANK NAILS (R5R5-01 OR EQUIV) ® 6" O.G. AT PANEL E06E5 8 ® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END 4 DRAG TRUSSES w/ RIN6 SHANK NAILS ® 3" O.G. (U.N.0). PROVIDE BLOGKING ALON6 PANEL E06E5 AT FIRST 2 TRU55 BAYS FROM 6ABLE END. PROVIDE "H" STYLE GLIP5 ALON6 UNSUPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR CLIPS ® 24" O.G. • ALL METAL HANGER5 SHALL BE SPECIFIED BY THE TRUSS MANUFAGTURER, UNLE55 OTHERN15E NOTED. • ERECT AND INSTALL ROOF TRUSSES PER WTGA d TPI'S BG51 I GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6 4 BRAGIN6 OF METAL PLATE GONNEGTED WOOD TRUSSES." • ROOF TRU55 SHOP OW65. SHALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. • SUPPORT PORCH $ SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"xO.131" NAILS ® 16" O.G. UPLIFT CONNECTORS BEARIN6 GONDITION LENGTH GONNEGTOR < 15' 51MP50N H2.5T 51NGLE ROOF TRU55 BEARING ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRUSS BEARIN6 ON ALL SIMPSON HT520 WOOD STUD WALL/WOOD BEAM 51N6LE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL ROOF 6.T., FLUSH BEAM OR ALL (2) 51MP50N HETAI6 FLUSH 6.T. BR6. ON GMU WALL ALL 13EARIN6 POINTS OF EAGH ROOF TRU55 SHALL BE CONNECTED WITH GONNEGTOR A5 L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE EN6INEER OF RECORD TO DE51614 THE UPLIFT GONNE6TOR5 PER 5EGTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 GON51RUGTION". M4K HAS ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT GONNE6TOR5 AND LOADS PER TH15 DRAN06 5HALL SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR 5PEGIFIGATION5 AND LOADS 5HONN ON THE SHOP CARDS. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES ff SCHEDULES a%���•• seal: ey 'TNk77 4 or copymlo Strudur trigineering, Inc. oCD Z J= w w § g z w a J a Z= i °' o� W� t!1 �(113 j =� a m E �ZLU Q A o no e y W m _ O N cc ch n M&K project number: 068-2001 1 project mgr: JS B drawn by: DJ R issue date: 01 - 1 3-2 2 REVISIONS: date: initial: Z 0_ 0 Z J �i d� Uj 0 z � O 0 w J 0 J � U LL- z rn a 0 � OD Y �, F. N � J J sheet: Sm 1 .2 09 E9 W 0 0 r- ROOr- r-R*41 NG PLAN SCALE: 1/4"= I'—O" (22x34 SHEET) SCALE: 11811=11—011 (Ilxll SHEET) LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF SHEARNALL I: :I EXTENT OF OVERFRAMIN6 •--- --- - -----INDICATES 1/8"A" 5AW GUT GONTROL JOINT INDICATES LOCATION OF REINFORGED GMU GORE ED (5EE NOTES) J L METAL HAN6ER I L L INDICATES P05T ABOVE. PROVIDE SOLID BLOGKIN6 UNDER P05T OR JAMB ABOVE. ROOF FRAMINO • SEE ROOF TRU55 UPLIFT CONNECTOR SGHEDULE FOR ALL ROOF TRU55 GONNEGTORS. • ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 055/PLYNOOD 5HEATHIN6 2446, EXPOSURE 1. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/b"x0.113" RIN6 SHANK NAILS (R5R5-01 OR EQUIV) ® 6" O.G. AT PANEL E06E5 4 ® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END 4 DRA6 TRUSSES w/ RIN6 SHANK NAILS ® 3" O.G. (U.N.0). PROVIDE BLOCKIN6 ALON6 PANEL E06E5 AT FIRST 2 TRU55 BAYS FROM 6ABLE END. PROVIDE "H" STYLE GLIPS ALONG UNSUPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRUSS ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 5IMP50N VTGR GLIPS ® 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPEGIFIED BY THE TRU55 MANUFAGTURER, UNLE55 OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER WTGA $ TPI'S 6651 1 GUIDE TO GOOD PRAGTIGE FOR HANDLIN6, IN5TALLIN6 $ BRAGIN6 OF METAL PLATE GONNEGTED WOOD TRUSSES." • ROOF TRUSS SHOP ON65. SHALL BE SUBMITTED TO ARCH 8 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. • SUPPORT PORCH $ SHORT SPAN ROOF TRU55E5 w/ 2x4 LE06ER FASTENED TO FRAMING w/(2) 3"x0.131" NAILS ® 16" O.G. UPL 1 1T CONNECTORS BEARIN6 GONDITION TRU55 GONNEGTOR LEN6TH < 15' 5IMP50N H2.5T 51N6LE ROOF TRU55 BEARIN6 ON > 15' 5IMP50N HIOA HOOD STUD HALL/WOOD BEAM ROOF 61RDER TRU55 BEARIN6 ON WOOD STUD NALL/NOOD BEAM ALL 5IMP50N HT520 5IN6LE ROOF TRU55 OR PORCH ALL 5IMP50N HETAI6 BEAM BEARING ON GMU WALL ROOF 6.T., FLUSH BEAM OR ALL (2) 51MP50N HETAI6 FLUSH 6.T. BR6. ON GMU WALL ALL BEARIN(5 POINTS OF EACH ROOF TRUSS SHALL BE GONNEGTED WITH GONNEGTOR AS LISTED ABOVE. IT 15 THE RESPONSIBILITY OF THE EN6INEER OF REGORD TO DE516N THE UPLIFT GONNEGTORS PER SEGTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTED WOOD TRU55 GONSTRUGTION". MSK HAS ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTORS IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT GONNEGTORS AND LOADS PER TH15 DRANIN6 SHALL SUPERSEDE THE TRU55 MANUFAGTURER'S UPLIFT GONNEGTOR SPEGIFIGATIONS AND LOADS SHONN ON THE SHOP GARDS. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES ff SCHEDULES seal: ♦♦� G• w♦ J s Ido E .� T - O c SAT © coi t Klki N & ww% Structural Engineering, Inc. 0 CD z JLU w w N z w J a i 0 Q Z= �C13 I— *. o, W� f/) c :2 Q) •5 j 3:Q 00 E '_ j ( o _J Z Wco p-be o 0 y W m CD N C■ M 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: z o-4 LN i LL 0 0 sheet: Ld O 2 z a Q 0 J LL z a a U) d U) J U d x z J Sm 1 .3 i a is FILLED GELL5 (SEE PLAN) am GONG. OR PAVER DRIVEWAY � Im 16"x8" THICKEN. E06E W/ (2) #5 GONT. THICKENED W&E ® 6ARA CSE DOOR DETAIL SCALE: NT5 8" GMU BLOCK 8" WIDE GONT. GONG. GURB (1) #5 VERT. FROM FT6. — TO BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID zX (z O GRADE m I I�'I 111=zw o z tI � III-- -' y ' 1=1 m E �I) #5 DOWEL W/ 6" HOOK AT —_ I—III-i ALL VERT. HALL REINF. I I I III —III=— III I i 1 I (SEE PLANS FOR LOCATION) I �=III=III—III—I - GLEAN COMPACTED FILL ® 15% WI TH MONOLITHIG FOUNDATION STANDARD DENSITY H/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 1-5TORY: 1'-0" WIDE H/ (2) #5 BARS &LA7t6r: CURB OETA�IL a 8" GMU BLOGK----- BEYOND EXTERIOR DOOR— MTL. THRESHOLD SET IN SEALANT PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLANS) --\ PER MANUR . . � a IIIIIIIII III R4.1 FI-FOIL OR =QUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) 111-I e. —I I I- m `' I-1 III I I I I --I I I- _ 11=11-17 1_I—I I I— =� �=III=111=111=111-1'' MONOLITHIC GLEAN COMPACTED I III =1 I (= 11111 FOUNDATION H/ (2) #5 FILL ® q5% STANDARD WI TH GONT. ON GHAIR5 DENSITY AND TERMITE TREATED 2-STORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BAR5 EXTERIOR OUT5WI NG 4 56P POURED SILLS DETAIL 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL 50LID z ccX L O GRADE C) IIIIII�I`'I e "III —I a I I —I 1I- —III—III. R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) (1) #5 DOWEL H/ 6" HOOK AT ALL VERT. WALL REINF. 111 I I l I=III=III _� I I (SEE PLANS FOR LOCATION) I I1 I I I I II I III I III i i 11= ' GLEAN COMPACTED ",—III — FILL 0 q5% MONOLITHIC, FOUNDATION STANDARD DENSITY WI TH yr/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE. w/ (2) #5 BARS 1-5TORY: 1'-0" HIDE W/ (2) #5 BAR5 FOOTING SECTION W/ BLOCK I TAIL SCALE: NT5 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL BEYOND OVER 3/4" FURR STRIPS EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD LL HOUSE SLAB (SEE PLAN) SET IN SEALANT PAVERS (SEE PLANS) ° e e " III —_III —III —III— _ _ _ —III—III- III III —III —III —I 1= '—I 11=1 III —I I I —I 11=1 I I —I I I- -I111=1 I 1=1 I I- I —I I —I I I —I i I- 11-11— IIII,IIII,F II I II III III II II�11111"11111�1—ram —1 �'- MONOLITHIC GLEAN COMPACTED " 111=111= I11' FOUNDATION W(2) #5 FILL ® q5% STANDARD HI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 I -STORY: 1'-0" WIDE W/ (2) #5 BAR5 ENTRY DOOR �ETAr I L 6 SCALE: NT5 y2"(Px6" LONG PRE55URE SIMP50N TITEN HD TREATED BOTTOM 5GREH`' ® 4'-0" O.G. PLATE AND 12" MAX FROM END OF WALL d r UPLIFT CONNECTORS 50GH AS STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALL5 NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. WALL HHIGH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. INT. BEARING AALL FOOTING DETAIL L PATIO/PORCH/LANAI SLAB (SEE PLAN) 8"x8" THICKENED — SLAB H/ (1) #5 GONT. THIC�IN�EP EnGE l ETA�IL B SCALE: 8" GMU BLOCK (1) #5 VERT. FROM FT6. T BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLAN) EXP JOINT 4 v — m' R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) a q. a � I_III__III—_III—_ a � I —III —III —III —I I � <� —III—III—III-I 1 illl11111111i11111-1' 1� iHI) #5 DOWEL H/ 6" HOOK AT III=III- ALL VERT. WALL REINF. ' I I I I—III=III—I I III= (SEE PLANS FOR LOCATION) GLEAN COMPACTED III -III— MONOLITHIC FOUNDATION STANDARD FILL ARD DENSITY � (2) WI TH #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 I -STORY: 1'-0" WIDE H/ (2) #5 BARS EXTERIOR WArLL @PORCH/PATIO/LANArI DETAIL SCALE: NT5 y2" 6YP. BD. EA. 51DE OF 2x4'5 ® 16" O.G. 2 " J-BOLTS 6" FROM EA. END OF WALL AND SPACE A 32" O.G. 2" (6" MIN. EMBED) Fy w STUD PLATE TIES PER PT BOT. PLAN ® STUD TOP 4 PLT. WT• d.. a ee e .e e d e a e e e d.. 16 d (2) #55 CONT. H/ a II all MIN. GLEAR UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON HALLS NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. HALL HHIGH REQUIRE SUCH HARDWARE HILL BE 5PEGIFIGALLY NOTED ON PLAN. GA�RA�GE STEP fl0WN nETA�IL SCALE: NT5 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W FOUNDATION DOWEL MIN. 50" GROUT CELL 50LID Z d .. d d� O RADE < a III —I _ _ _ a II —III= m III —III —III —III ° II —III —I III= R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) PVC, CHASE SLEEVE TO BE '—III—III e . III—III=1 TWIGE THE DIAMETER OF ' I I III III=1 I I —III —III PROTECTED PIPE GLEAN GOMPACTED 11 111— FILL ® q5% MONOLITHIC FOUNDATION STANDARD DENSITY WI TH H/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS GHASE nETA�IL S SCALE: ►� seal: 0 0- :tea TRH © COPYoWt K, kWkP" Structural Engineering, Inc. 0 CD z _J FC w w N z C Z w CL. .J L Q � ♦.� Z= U � a c o� W T O° E J� Qo Z Vo W p o y M Ln W C N C. M C.. IV M&K project number: 068-2001 1 project mgr: .J S B drawn by: DJ R issue date: 01-1 3-2 2 REVISIONS: date: initial: Cz a d Q FUTURE 8" GMU O BLOCK #5 VERT. BAR TO BE 0 T�6 LOGATED PER PLAN ,� LL DRILL 6 INTO EX 5 I� IN GROUTED CELL w SLAB, EPDXY � DRIVE I I #5 DOWEL, PROVIDE MIN. I O �'""' Q U 50" LAP 5PL I GE I 11 m w O z w/2WHF GONG. SLAB WIDTH PER ARCHOR CL N I I Z Q FlBERMESH REINF. w \ ( I I � v! t r1 OVER 6 MIL. Ce z VAPOR BARRIER �+ O C e 0 y a W GRADE a° Cz —III-1 I 1—I I I- --III—III-11—I I I a ° a e 411 v z o III=1 I I=III- Q 1II=1I1= I I = =- 0 MIN m � - _ all 811 (2) #5'5 GONT. ' 1=1 11=1 I a I I I _I- co I-1I1- ,--I 1; 111, ;, I i, ; l I —III 0 �, 0 z L JJ 5LAB RECESS AT SHOWER MISSED DOWEL RETROFIT DETAIL SCALE: NTS SIM. o GMU STEM FOR DROPPED GRADE sheet: SDml SCALE: NT5 SCALE: NTS SCALE: NT5 y>V PROVIDE 50LID SHIM BETW'N TRU55 4 CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF 5HEATHING TO FASCIA WITH 2 3/8"xO.I13" RING SHANK NAILS ® 6" O.G. 2x6 FASCIA -SEE ARCH REINF. MA50NRY LINTEL/ BEAM - - SEE PLAN FOR SPECIFICATIONS. SECTION 3 SCALE: 3/4"=1'-0" EXTERIOR WALL 5HT'6. TO RUN CONTINUOUS FULL HEIGHT OF WALL FROM BOTTOM OF RIBBON TO TOP OF DOUBLE TOP PLATE 2 Y2"xO.131" ® 3" O.G. INTO 50LE PLATE 2x GONT. RIBBON (TOP d BOTTOM FASTEN TO EA. TRU55 VERTICAL w/ (2) 3 Y4"x0.131" NAILS 2 Y2"x0.131" ® 3" O.G. INTO BOTTOM GONT. RIBBON PROVIDE 51MP50N HETAI6 EMBEDDED STRAP ® EACH TRU55 (® Iq.2" O.G. MAX) FASTENED TO END TRU55 VERTICAL OR TO BLOCKIN6/RIBBON VERT WALL REINF. TO EXTEND INTO BOND BEAM 8 REINF. GMU WALL -SEE PLAN FOR VERT. d HORZ. REINF. SPECS SECTION 3� SCALE: s/4"=1'-0' 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" LEG5 PROVIDE SOLID SHIM BETW'N TRU55 4 CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2' FROM CONNECTOR. WHERE TRU55 15 6REATER THAN I Y2" FROM CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL 0. 2x EXTERIOR WALL -SEE PLAN FOR 5HEATHIN6 AND CONNECTION SPECS. FASTEN 50LE PLATE TO GONT. RIBBON w/ 3"xO.131" NAILS ® 6" O.G. 4 SHEATHING TO GONT. RIBBON w/ 2 Y2"xO.131" NAILS ® 6" O.G FLOOR TRUSSES -PER PLAN 8" GMU BOND BEAM W/ (1) #5 GONT. MAIN ROOF 5HEATHIN6 FASTEN EACH OVERFR TRUSS TO TRU55 BELOI WITH (1) 5IMP50N VTCR ® 24" O.G. MAIN ROOF TRU555 TYPICAL OVERFRAM I NG CONNECTION DETAIL 5GALE: N.T.S. VERT WALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. GMU WALL -SEE PLAN FOR VERT. 4 HORZ. REINF. SPECS FASTEN DBL 50LE PLATE OF 2x ' WALL TO BOND BM. w/YY DIA. ANCHOR BOLTS ® 52" O.G. WITH l" (MIN) EMBEDMENT. FASTEN EXTERIOR 5HEATHING TO 2x SILL PLATE w/ 2Y2"x0.131" NAILS ® 3" O.G. 8" GMU BOND BEAM w/ (1) #5 BAP-5 GONT. 8" REINF. GMU WALL -SEE PLAN FOR VERT. 4 HORZ. REINF. SPECS SECTION SCALE: 3/4"=1'-O" 2x EXTERIOR WALL -SEE PLAN FOR 5HEATHIN6 AND CONNECTION SPECS. - EXTERIOR WALL 5HT'6. TO RUNS CONTINUOUS FULL HE16HT OF WALL FROM BOTTOM OF LADDER TRU55 TO TOP OF DOUBLE TOP PLATE 2 Y2"xO.131" ® 3" O.G. INTO 5OLE- 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 TRU55 FASTEN LADDER TRU55 TO GMU-1 Z6 2x4 (MIN) 5PF #2 BLOCKING AS SHOWN AT BOND BEAM w/ 51MP50N HETA16 EMBEDDED STRAP ® 16" O.G. STRAP MAY BE INSTALLED ON INSIDE OR OUTSIDE FACE OF TRU55 p, SECTION 38 SCALE: s/4"=1'-0" 2x EXTERIOR WALL ® STAIRS OR 2-5TORY SPACE -SEE PLAN FOR 5HEATHIN6 AND CONNECTION SPECS. VERT WALL REINF. TO EXTEND INTO BOND BEAM FASTEN SOLE PLATE TO TOP CHORD OF LADDER TRU55 w/ 3"xO.131" NAILS ® 6" O.G. FASTEN FLOOR FLOOR TRUSSES 5HT6. TO FIRST -PER PLAN TRU55 w/ 3"x0.131" NAILS ® 6" o.c. 48" o.c. FACE NAILED TO TRU55 TOP d BOTTOM CHORD w/ (4) 3"x0.131" NAILS. 8" GMU BOND BEAM ALL LAPS IN MA50NRY 25" RUNNING BAR #5 BENT CORNER BAR GROUTED CELL TYP. CORNER PERT. WALL REIWORCING DETAIL SCALE: NM FASTEN ROOF SHEATHING TO FASCIA WITH 2 %"xO.113" RING SHANK NAILS ® 6" O.G. 0 Q 2x FASCIA u' -SEE ARCH 2x SHEAR WALL - SEE PLAN FOR SPECIFICATIONS. - C SECTION 25 SCALE: s/4"=1'-0" FASTEN TOP CHORD OF END TRU55 OR 2x4 NAILER THRU WALL 5HEATHIN6 TO EXT. WALL STUDS w/ 3"x0.131" NAILS o 16" O.G. FLOOR TRU55E5 -SEE PLAN 8" GMU BOND BEAM W/ (1) #5 GONT. - SECTION SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS FASTEN ROOF TRU55 TO DOUBLE TOP PLATE w/ (3) 3 Y4"x0.131" TOENAILS 2x4 ® 16"O.G. FA5TE TO GABLE END TRU55 w/ FASTEN 5HEATHIN6 TO 2x4 2x4 BLOGKIN6 w/ (20'xO.131" TOENAILS. BLOGKIN6 w/ 2 %"x0.113" (3)3 Y4"x0.131" RING SHANK NAILS ® 4"0.C. TOENAILS EACH END x x x GYPSUM BOA q" MAX 2'-0" MIN PER ARCH FOR FIREPROOFING i i (4) 3 Y4"x0.131" ROOF 5HT6 i NAILS GABLE END VERTICAL WEB SHALL BE REINFORGIN6 A5 REGURIED I ONTO.R4" IN BY TRU55 MANUF. 3 Y4'x0.131" TOENAILS ® 12" O.G. GONNEGTIN6 BOTTOM CHORD TO TOP PLATE FASTEN BOTTOM CHORD OF 2x4 BRACE w/2x4 T-BRACE, PROVIDE 2x4 BLOGKIN6 ® 48" GABLE END TRU55 TO TOP 5PAGED ® 4'-0" O.G. MAX. O.G. IN FIRST (3) BAYS OF PLATE WITH 51MP50N A35 FASTEN 2x4 TO 'T' w/ 3Y4"x0.131° ROOF TRU55E5-GUT TO FIT CLIPS ® 32" O.G. NAILS ® 12" O.G. T16HT BETWEEN TRU55 BOTTOM (NOT REO'D AT TRU55 HE16HT5 CHORDS AND NOTCH AROUND FASTEN BOTTOM OF 2x4 4'-1" OR SHORTER) SILL PLATE BRACE TO DBL. TOP FASTEN DRYWALL TO PLATE w/ (1) 51MP50N H2.5T SECTION BLOCKING w/5CREW5 4 (2)3Y4"x0.131" TOENAILS 26 SCALE: S/4"=1'-0" /NAILS ® 6 O.G. 5HEARWALL ABOVE END TRU55 OR 2x4 NAILER FASTEN SHEATHING TO w/ 2 Y2"xO.131" NAIL5 ® 6" o.c. BLOCKING w/ 2 %"x0.113" NAILS ® 6" O.G. INSTALL 5HEATHIN6 PRIOR TO 145TALLIN6 2x6 GONT. BLOCKING LOW ROOF TRUSSES FASTENED TO EA. 5TUD w/ LOW ROOF TRUSSES (3) 3"x0.131" NAILS -SEE PLAN -� ,_ FASTEN SOLE PLATE TO FLUSH BEAM w/ 5W.131" NAILS 0 6" O.G. FASTEN BOTTOM CHORD OF END TRU55 OR 2x4 NAILER TO LADDER TRU55 VERTICAL OR 2x RIBBON w/ 3"xO.131" NAILS ®I6" O.G. PROVIDE ADD'L VERTICAL IN TRU55 FOR BEARING 2x LEDGER -REFER TO "ROOF FRAMING NOTES Aimn nm Pi AN) I I I I I 1 �^♦11�1�I�l�l3ii% EXTEND INTO BOND BEAM EXTEND EXTERIOR -� FLOOR TRU55L� 5HEATHIN6 TO BOTTOM OF FLOOR SYSTEM (SEE PLAN) 8 REINF. GMU WALL FLUSH BEAM OR FLOOR 6.T. -SEE PLAN FOR VERT. 4 HORZ. REINF. SPECS (SEE PLAN) O6 SECTION Z4 �e OF 111 p M © copyright : MULHERN & KULP structural Engineering, Inc. oZ JLU w w z_ \/ CD Z i Z r- w J a 2 QLZ oc Z= .a 0 r•-- � A � a oc W� v� �Q) •5 � SQ °° E . Jz $ W p .e o W S y m C N f� C■ M O. M&K project number: 068-2001 1 project mgr: J S B drawn by: DJ R issue date: 01 - 1 8-22 REVISIONS: date: initial: i h 1 � J ,J o U. UJ W a0 z J W < 0 z 0a IY � 00 Y ~ >, z J () � J sheet: LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REQU I RED ALL APPLICABLE AREAS. THESE WHERE SPECIFICALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. SDW2 5 BOND-BEAMi ��GONTIN. PREGA5T HEADER Q 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE GA5T-GRETE WINDOW SILL, WINDOW SILL, OR EQUIV. OR EQUIV. DOUBLE WINDOW MASONRY PIER DETAIL SCALE: RM TRIPLE WINDOW SIM. RETRO� I T DETA� I L P SCALE: si4"=1'-O" 5EE DETAIL I ON 5TRUGTURAL PLAN5 FOR ADDITIONAL CONNECTION INFO NOT 5HOWN HERE FA5TEN EA. ROOF TRU55 TO GMU w/ 51MP50N M5TMI6 TW15T 5TRAP. FASTEN STRAP TO GMU w/ (4))'4" DIA. x 2 Y4" LONG TITEN 5GREW5 PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EACH TRU55. PROVIDE 2x FLAT BLOGKIN6 FIT T16HT TO ROOF TRU55E5 ® EVERY OTHER BAY FASTENED TO GMU w/ (3) Y4" DIA. x 3 Y2" LON6 TAPGON5. FA5TEN BLOGKIN6 TO ROOF TRU55E5 w/ (2) 3 Y4"x0.131" NAILS ® EA. END. 5EE DETAIL 31 ON 5TRUGTURAL PLAN5 FOR ADDITIONAL CONNECTION INFO NOT 5HOWN HERE PROVIDE 50LID BLOGKIN6 A5 REQ'D FOR 5TRAP FASTENING =ULL DEPTH BLOCKING FA5TEN EVERY OTHER 'V&" 056 (MIN), I%" LVL OR TRU55 TRU55 (w/ WEB BLOCKING v IFLOOR TRU55E5 3LOGKIN6 PER MANUF.) ® 4b" A5 REQ'D) TO 2x BLOGKIN6 -PER PLAN O.G. FASTENED TO 2x BLOCKING w/ (1) 51MP50N A35 CLIPT N/ (1) 51MP50N A35 GLIP--, RETROF-0IT AIL Q SCALE: 3/4'=1'" DET FA5TEN EVERY OTHER TRU55 TO GMU w/ 51MP50N MT5MIb TW15T STRAP. FASTEN STRAP TO GMU w/ (4) Y4' DIA. x 2 Y4" LONG TITEN 56REW5 2xb FLAT BLOCKING (BETWEEN TRU55E5 - 16" MIN. LEN6TH) FASTENED DOWN TO GMU w/ (3)Y4" DIA. x 3Y2" LONG TAPGON5 ® EA BAY. FA5TEN RIBBONL, THRU WALL 5HT6., TO 2x BLOGKIN6 w/ %'4"xO.131" NAILS ® 3" oz- 5EE DETAIL 3b ON 5TRUGTURAL PLANS FOR ADDITIONAL GONNEGTION INFO NOT SHOWN HERE X FLOOR TRU55E5 n \ -PER PLAN FA5TEN BLOCKING TO GMU w/ 51MP50N MT5MI6 TW15T 5TRAP. FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 Y4" LONG TITEN 5GREW5 2x6 FLAT BLOGKIN6 TO EA. 51DE OF 05B BLOGKIN6 (16" MIN. LEN6TH) FASTENED DOWN TO GMU w/ (5) Y4" DIA. x 3 Y2" LONG TAPGON5. FA5TEN LADDER TRU55, TO 2x BLOGKIN6 w/ 3"xO.131" TOENAIL5 ® 3" o.c. RETRO� I T DETA� I L R ScaLE: O" seal: �!0 4 © copyright: 2lj� a1jz=- Z. aCD Z JLU W w \/ Z Z w J Q ZCE H U W� F- T cn i -j Jz = W C cc W a .EC Q C- A Q C c E =o a3 m Q E CD o o cQ m �h O `4 N M = M&K project number: (I) 51MP50N A35 GLIP ® 068"200 I EA. STRINGER I I project mgr: .J S B 2x OR I" 05B DEGKIN6 drawn by: DJ R 5TAI RS (NP•) -� (2)2xb FLUSH BEAM FLOOR TRU55E5 (3) SINGLE PLY 2x12 issue date: BEYOND (3)I0d TOENAILS 0 � � � 3"2 2 NOTES: (1) 51MP50N A35 CLIP - 5EE PLAN SOUTHERN PINE #2 I. UTILIZE 2-PART EPDXY OR ® EA. 5TRIN6ER ® EA. J015T (OR BETTER) 5TRIN6ER5 FLOOR G.T. REVISIONS: OTHER ENGINEER APPROVED - PROVIDE VERTIGAL5 (I) 51MP50N A35 CLIP EQUAL (I.E. 51MP50N ET EPDXY). 5EE TYP. FOUNDATION - 2x8 LEDGER FA5TENED TO OR 50LID BLOCKING ® ® EA. 5TRIN6ER date: initial: 2. PROVIDE 3/4" DIA. HOLE FOR DETAILS FOR ADDITIONAL GMU w/ (2) A" DIA. x %'4" EA. 5TRIN6ER LOGATION 2x4 BLOGKIN6 BETWEEN DOWEL, BLOW OR BRU5H GLEAN. INFORMATION NOT 5HOWN LONG TITEN 2 5GREW5 3. FOLLOW MANUF. IN5TALLATION HERE STRINGERS FASTENED TO IN5TRUGTION5. 2x8 LANDING BEAM BELOW w/ 3 IOd NAILS �� (2)2x8 FLUSH BEAM (3)I0d TOENAILS J015T ® Ib O.G. ® EA. JOIST FUTURE 8 GMU 2x OR I"BLOCK DEGKINC7 2x8 LEDGER FASTENED TO #5 VERT. BAR TO BE EXTERIOR GMU w/ (2) Y4" DIA. x'4" DRILL b" INTO EXIST'6 � LOCATED PER PLAN (TYP) SLAB EPDXY d DRIVE I I Q IN GROUTED CELL GMU WALL LONG TITEN 2 5GREW5 �'ti #5 DOWEL, PROVIDE MIN. I - (3) 51N6LE PLY 2x12 I6" O.G. � �, 30" LAP 5PLIGE I I m0 5OUTHERN PINE #2 CO z_ EXTERIOR a N I I I 5TRINN ER5 2x8 LANDIN6 GMU WALL J015T ® 16" O.G. C (1) 51MP50N A35 1=1 11=1 I —1 1-1 ® EA. 5TRIN6ER GRADE —I I I I —III —I 2x6 P.T. BOTTOM PLATE 0 —I 1- FASTENED TO GONGRETE —111—I 11=11 ° Q 1—III—III- w/ (3) W6" DIA. x 5144 =1 1=1 1 11- 1111II 1 II 1- LONG TITEN 2 5GREW5 MISSED DOWEL RETROFIT DETAIL I 5TA I R "SEGTI ON S SCALE: NTS SIM. a CK STEM FOR DROPPED GRADE SCALE: S/4 -I -o Q Ui 0 L, """" V PO ST P.T. PROVIDE (1) �'12 0 PO51MP50N L5TAI8 UJ STRAP ON EAGH O Z EXTERIOR FACE I� OF P05T, q" MIN I--i a END LENGTH DROPPED BEAMS �, UJ W PER PLAN o REAR WOOD LANAI0 U TYP. BEAM TO POST GONN. z d OD U I-�--� j...., 0 z JJ sheet: LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN TH 1 S HOME I$ SHALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REGU I RED ALL APPL I GABLE AREAS. THESE WHERE SPEG I F I GALLY I ND I GATED SDom3 DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. it . A