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Home My WebLink About6969 Faben Ln4" ABBREVIATIONS AB ANCHOR BOLT MAS MASONRY A.F.F. ABOVE FINISH FLOOR MAT MATERIAL ADJ. ADJUSTABLE MAX MAXIMUM ALUM. ALUMINUM MC MEDICINE CABINET ANCH ANCHOR MECH MECHANICAL 4 ANGLE MIN MINIMUM @ AT MIR MIRROR ML MICRO LAM BD. BOARD M.O. MASONRY OPENING BF BI-FOLD MTL METAL BLDG. BUILDING BM. BEAM N.I.C. NOT IN CONTRACT BLKG BLOCKING (NTS) NOT TO SCALE B.O. BOTTOM OF B.P. BI-PASS DOOR OBS OBSCURED BRG. BEARING O.C. ON CENTER BRK. BRICK OHGD OVERHEAD GARAGE DOOR OPER OPERATOR C.J. CONTROL JOINT OPNG OPENING 9- CENTER LINE OPT OPTIONAL CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD COL. COLUMN OZ OUNCE CONC. CONCRETE 1/13 ONE ROD COND. CONDITION 1/S ONE SHELF CONT. CONTINUOUS CANT. CANTILEVER PC PRECAST CLG. CEILING PDS PULL -DOWN STAIR CM CROWN MOLDING PKT POCKET DOOR CR CHAIR RAIL PNL PANEL PLYWD PLYWOOD D DRYER PREFAB PREFABRICATED d PENNY PR PAIR DBL. DOUBLE PROJ PROJECTED DIA. DIAMETER PSI POUNDS PER SQUARE INCH DIR. DIRECTION PSF POUNDS PRE SQUARE FOOT DN DOWN P.T. PRESSURE TREATED DR DOOR DW DISH WASHER QUAD QUADRUPLE DWG DRAWING D.S. DOWNSPOUT REF REFRIGERATOR DTL DETAIL REINF REINFORCED REQ'D REQUIRED EA. EACH RNG RANGE E.J. EXPANSION JOINT R.O. ROUGH OPENING ELEC. ELECTRICAL R RISER ELEV ELEVATION RND ROUND EQ. EQUAL R&S ROD AND SHELF EQUIP. EQUIPMENT EXP EXPANSION SC SOLID CORE EXT. EXTERIOR SCHEM SCHEMATIC EE EACH END SHLF SHELF SHT SHEET FD FLOOR DRAIN SHWR SHOWER FIN. FINISHED FLOOR SIM SIMILAR FND. FOUNDATION SH SINGLE HUNG FLR. FLOOR S.S. STAINLESS STEEL FP FIREPLACE STL STEEL FR FIRE RATED STRUCT STRUCTURAL FXD FIXED SUSP SUSPENSION FRM FRAME SGD SLIDING GLASS DOOR FTG FOOTING SQ SQUARE GA. GAUGE T TREAD GALV. GALVANIZED TB TOWEL BAR GC GENERAL CONTRACTOR T&G TONGUE AND GROOVE GEN GENERAL TEMP TEMPERED GYP. GYPSUM T.O. TOP OF GL GLUE LAM TR TOWEL ROD GLS GLASS TRPL TRIPLE TYP TYPICAL H HIGH HC HOLLOW CORE U.N.O. UNLESS NOTED OTHERWISE VERT VERTICAL HGT. HEIGHT V.L.I.F. VERIFY LOCATION IN FIELD HDR. HEADER HB HOSE BIBB W WASHER HORIZ. HORIZONTAL W/ WITH INSUL. INSULATION WC WATER CLOSET INT. INTERIOR WD WOOD WWM WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB VnanlanTM Companies 90 Matawan Road Matawan, NJ 07747 (732) 383-2200 HE IVANHOE M 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 AREATABULATION ELEVATION "B" 1 ST FLR A/C 1,131 SQ. FT. 2ND FLR A/C 1,535 SQ. FT. TOTAL A/C 2,666 SQ. FT. ENTRY 41 SQ. FT. GARAGE 453 SQ. FT. LANAI 120 SQ. FT. TOTAL UR 3280 SQ. FT. BUILDING DATA THESE PLANS HAVE BEEN PREPARED TO MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 7th Edition (2020) RESIDENTIAL w/ APPLICABLE SUPPLEMENTS OCCUPANCY: R3 BUILDING TYPE: VB SPRINKLED: NO DRAWING INDEX CS1 COVERSHEET & BUILDING DATA CS2 GENERAL NOTES A1.1 FIRST FLOOR PLAN A1.2 SECOND FLOOR PLAN A.2.1 FRONT & REAR ELEVATIONS A2.2 SIDE ELEVATIONS A3.1 ROOF PLAN A4.1 STAIR & RAILING DETAILS A5.1 BUILDING SECTIONS A5.2 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 MAR 2 2 2022 NN\� G. Fj��ii� i Pof W to NA1.��`�� D: W � 2 � LU o°M >cc Q0 WZ)0F- CC (lJUww QZ)w(gF-, J U) W — �Ircr_cr °tfzz0w w�¢ �a _3 ) 0 LL U)��azo cz c o a c O F- _cjj U 0 w� w Ll 00 U) z I_.. w Q 0 > 0� cn u a) w w 0 x z O_ R U G U) O �o �Z aaaaa COMMUNITY: UNKSATCAWSA SPRINGS PLAN # 6103 RELEASED: 1/19/22 SHEET cs "I 0 z :n z 5 2 A _ z_ �n _ x r i _ i _ D z Q GENERAL CONSTRUCTION NOTES DWELLING -GARAGE SEPARATION: R308.4.3 GLAZING IN WINDOWS R311.7.8.2 CONTINUITY ROOF ASSEMBLIES: GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A R302.5 DWELLING -GARAGE OPENING AND PENETRATION PROTECTION SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER R903.2 FLASHING OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR T WHERE THE SYSTEM IS INTERRUPTED R FLASHINGS SHALL BE USED TO SEAL ROOFING SYSTEMS, S S O SEPARATINGT OPENINGS AND PENETRATIONS THROUGH THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM CEILINGS 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 THE GARAGE SHALL BE IN ACCORDANCE WITH SECTIONS R302..1 THROUGH R30.3. 2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES ABOVE THE FLOOR, INCHES (38 MM) BETWEEN THE WALL AND THE HANDRAILS. AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE PERMEABLE MATERIALS AND AT 3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES ABOVE THE FLOOR; AND INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE. R302.5.1 OPENING PROTECTION 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES, EXCEPTIONS: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED 5. MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. 1. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE TURN. R903.2.1 LOCATIONS FLASHINGS SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, WHEREVER THERE IS A CHANGE IN WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES (35 MM) IN THICKNESS, SOLID OR R308.4.5 GLAZING AND WET SURFACES 2STARTING EASING OR STARTING NEWEL SHALL BE ALLOWED TURNOUT THE USE OF A VOLUTE, , , OVER THE LOWEST TREAD. 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 GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN PROVIDED IN TABLE R903.2.1 OR IN COMPLIANCE WITH RAS 111. DOORS. SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE R311.7.8.3 GRIP -SIZE EXCEPTION: FLASHING IS NOT REQUIRED AT HIP AND RIDGE JUNCTIONS. THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT R302.6 DWELLING -GARAGE FIRE SEPARATION ANY STANDING OR WALKING SURFACE SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. THIS GRASPABILITY. R903.2.3 MEMBRANE FLASHINGS THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL SHALL APPLY TO SINGLE GLAZING AND EACH PANE IN MULTIPLE GLAZING. ALL MEMBRANE FLASHING SHALL BE INSTALLED ACCORDING TO THE ROOF ASSEMBLY MANUFACTURER'S COMPLY WITH SECTION R302.5. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R702.3.5. 1. TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT PUBLISHED LITERATURE. THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE 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 PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. LINE, FROM THE WATERS 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 TABLE R302.6 DWELLING -GARAGE SEPARATION THE EDGE OF A SHOWER, SAUNA OR STEAM ROOM. GREATER THAN 61/4 INCHES (160 MM) WITH A CROSS SECTION OF DIMENSION OF NOT MORE THAN 21/4 INCHES (57 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 MM). COVERINGS UNDERLAYMENT FOR ASPHALT SHINGLES, METAL ROOF SHINGLES, MINERAL SURFACED ROLL ROOFING, FROM THE RESIDENCE AND ATTICS R308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS SLATE AND SLATE -TYPE SHINGLES, AND METAL ROOF PANELS SHALL COMPLY WITH ONE OF THE FOLLOWING NOT LESS THAN 1/2-INCH GYPSUM BOARD O YP M B R EQUIVALENT APPLIED TO THE GARAGE SIDE QU 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) BOARD. GARAGES: GUARDS: 5. TWO LAYERS OF A REINFORCED SYNTHETIC UNDERLAYMENT THAT HAS A PRODUCT APPROVAL AS AN GYPSUM 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 SURFACE INCLUDING S MEET THE LIQUID WATER TRANSMISSION TEST OF SECTION 8.6 OF ASTM D4869. SYNTHETIC UNDERLAYMENT FLAME SPREAD INDEX ANDSM 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 FLAM FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 24 INCHES (610 MM) HORIZONTALLY OF A FULL SHEET PARALLEL TO AND STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. TO THE EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD. STARTING AT THE EAVE, APPLY FULL SHEETS OF REINFORCED SYNTHETIC UNDERLAYMENT, OVERLAPPING ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4. SUCCESSIVE SHEETS HALF THE WIDTH OF A FULL SHEET PLUS THE WIDTH OF THE MANUFACTURER'S EGRESS: R312.1.2 HEIGHT SINGLE -PLY OVERLAP. END LAPS SHALL BE 6 INCHES AND SHALL BE OFFSET BY 6 FEET. SYNTHETIC R302.10 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR INSULATION REQUIRED GUARDS AT OPEN -SIDED WALKING SURFACES, INCLUDING STAIRS, PORCHES, BALCONIES OR UNDERLAYMENT SHALL BE ATTACHED TO A NAILABLE DECK WITH CORROSION -RESISTANT FASTENERS WITH A FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH R310.2.1 MINIMUM OPENING AREA LANDINGS, SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN HEIGHT AS MEASURED VERTICALLY ABOVE MAXIMUM FASTENER SPACING, MEASURED HORIZONTALLY AND VERTICALLY, OF 12 INCHES (305 MM) O.C. SECTIONS R302.10.1 THROUGH R302.10.5. EMERGENCY AND ESCAPE RESCUE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 THE ADJACENT WALKING SURFACE OR THE LINE CONNECTING THE LEADING EDGES OF THE TREADS. BETWEEN SIDE LAPS, AND ONE ROW AT THE END AND SIDE LAPS FASTENED 6 INCHES (152 MM) O.C. FIREBLOCKING: SQUARE FEET. THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24 INCHES AND THE NET UNDERLAYMENT SHALL BE ATTACHED USING ANNULAR RING OR DEFORMED SHANK NAILS WITH METAL OR CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES. EXCEPTIONS: PLASTIC CAPS WITH A NOMINAL CAP DIAMETER OF NOT LESS THAN 1 INCH. METAL CAPS ARE REQUIRED 1. GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 34 INCHES (864 MM) WHERE THE ULTIMATE DESIGN WIND SPEED, VULT, EQUALS OR EXCEEDS 170 MPH. METAL CAPS SHALL HAVE R302.11 FIREBLOCKING EXCEPTION: GRADE FLOOR OR BELOW GRADE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. A THICKNESS OF NOT LESS THAN 32-GAGE SHEET METAL. POWER -DRIVEN METAL CAPS SHALL HAVE A IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO CUT OFF BOTH VERTICAL AND LESS THAN 5 SQUARE FEET. 2. WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDES OF STAIRS, THE TOP MINIMUM THICKNESS OF 0.010 INCH. MINIMUM THICKNESS OF THE OUTSIDE EDGE OF PLASTIC CAPS SHALL BE HORIZONTAL CONCEALED DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN OF THE GUARD SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE THAN 38 INCHES (965 MM) 0.035 INCH. THE CAP NAIL SHANK SHALL BE NOT LESS THAN 0.083 INCH FOR RING SHANK CAP NAILS. CAP NAIL STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. R310.2.2 WINDOW SILL HEIGHT AS MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. SHANK SHALL HAVE A LENGTH SUFFICIENT TO PENETRATE THROUGH THE ROOF SHEATHING OR NOT LESS WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL HAVE A THAN 3/4 INCH INTO THE ROOF SHEATHING. FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAMED CONSTRUCTION IN THE FOLLOWING LOCATIONS: SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR. R312.1.3 OPENING LIMITATIONS REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED R905.2.4.1 WIND RESISTANCE OF ASPHALT SHINGLES (IF APPLICABLE) 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND R310.1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES GUARD HEIGHT THAT ALLOW PASSAGE OF A SPHERE 4 INCHES (102 MM) IN DIAMETER. ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTIONS R905.2.6 AND R905.2.6.1. PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM R905.3 CLAY AND CONCRETE TILE 1.1.VERTICALLY AT THE CEILING AND FLOOR LEVELS. WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. WINDOW OPENING CONTROL DEVICES EXCEPTIONS: THE INSTALLATION OF CLAY AND CONCRETE TILE SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S 1.2.HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET (3048 MM). COMPLYING WITH ASTM F2090 SHALL BE PERMITTED FOR USE ON WINDOWS SERVING AS A REQUIRED 1. THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR, FORMED BY THE RISER, S O S R, TREAD AND INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND 2. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS EMERGENCY ESCAPE AND RESCUE OPENING. BOTTOM RAIL OF A GUARD, SHALL NOT ALLOW PASSAGE OF A SPHERE 6 INCHES (153 MM) IN DIAMETER. CLAY ROOF TILE INSTALLATION MANUAL, SIXTH EDITION WHERE THE VASD IS DETERMINED IN ACCORDANCE OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 2. GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF A WITH SECTION R301.2.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. R312.2.1 WINDOW SILLS SPHERE 43/8 INCHES (111 MM) IN DIAMETER. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.7. IN DWELLING UNITS, WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING IS LOCATED LESS EXHAUST SYSTEMS: 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, THAN 24 INCHES (610 MM) ABOVE THE FINISHED FLOOR AND GREATER THAN 72 INCHES (1829 MM) ABOVE CONCRETE FLOORS: WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING, THE OPERABLE M1501.1 OUTDOOR DISCHARGE COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: R506.2.3 VAPOR RETARDER THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS IN E136 REQUIREMENTS. A 6-MIL (0.006 INCH; 152 MM) POLYETHYLENE OR APPROVED VAPOR RETARDER WITH JOINTS LAPPED NOT ACCORDANCE WITH SECTION M1506.3. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R1003.19. - 1. OPERABLE WINDOWS WITH OPENINGS THAT WILL NOT ALLOW A 4-INCH-DIAMETER (102 MM) SPHERE LESS THAN 6 INCHES (152 MM) SHALL BE PLACED BETWEEN THE CONCRETE FLOOR SLAB AND THE BASE CRAWL SPACE. 6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING TO PASS THROUGH THE OPENING WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. COURSE OR THE PREPARED SUBGRADE WHERE NO BASE COURSE EXISTS. UNIT SEPARATION. 2. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT M1502.4.5 DRYER DUCT LENGTH COMPLY WITH ASTM F2090. EXCEPTION: THE VAPOR RETARDER IS NOT REQUIRED FOR THE FOLLOWING: THE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE DETERMINED BY ONE OF THE METHODS R302.11.1 FIREBLOCKING MATERIALS 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES THAT 1. GARAGES, UTILITY BUILDINGS AND OTHER UNHEATED ACCESSORY STRUCTURES. SPECIFIED IN SECTIONS M1502.4.5.1 THROUGH M1502.4.5.3. EXCEPT AS PROVIDED IN SECTION R302.11, ITEM 4, FIREBLOCKING SHALL CONSIST OF THE FOLLOWING COMPLY WITH SECTION R312.2.2. 2. FOR UNHEATED STORAGE ROOMS HAVING AN AREA OF LESS THAN 70 SQUARE FEET (6.5 M2) AND M1502.4.5.1 SPECIFIED LENGTH MATERIALS. STAIRWAYS: CARPORTS. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET (10 668 MM) FROM THE CONNECTION TO THE 3. DRIVEWAYS, WALKS, PATIOS AND OTHER FLATWORK NOT LIKELY TO BE ENCLOSED AND HEATED AT TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUM 1. TWO-INCH (51 MM) NOMINAL LUMBER. A LATER DATE. LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN ACCORDANCE WITH TABLE M1502.4.5.1. THE MAXIMUM 2. TWO THICKNESSES OF 1-INCH (25.4 MM) NOMINAL LUMBER WITH BROKEN LAP JOINTS. R311.7.1 WIDTH 4. WHERE APPROVED BY THE BUILDING OFFICIAL, BASED ON LOCAL SITE CONDITIONS. LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. 3. ONE THICKNESS OF 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS WITH JOINTS BACKED BY STAIRWAYS SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN CLEAR WIDTH AT ALL POINTS ABOVE THE 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS. PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. THE CLEAR WIDTH OF WALL COVERING: M15o2.4.5.2 MANUFACTURER'S INSTRUCTIONS 4. ONE THICKNESS OF 3/4-INCH (19.1 MM) PARTICLEBOARD WITH JOINTS BACKED BY 3/4-INCH (19.1 MM) THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL BE NOT THE SIZE AND MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED BY THE DRYER PARTICLEBOARD. LESS THAN 311/2 INCHES (787 MM) WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 INCHES (698 R702.4.2 BACKER BOARDS MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE CODE OFFICIAL SHALL BE PROVIDED WITH A COPY OF 5. ONE -HALF -INCH (12.7 MM) GYPSUM BOARD. MM) WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. MATERIALS USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN THE INSTALLATION INSTRUCTIONS FOR THE MAKE AND MODEL OF THE DRYER AT THE CONCEALMENT INSPECTION. IN THE ABSENCE OF FITTING EQUIVALENT LENGTH CALCULATIONS FROM THE CLOTHES DRYER 6. ONE -QUARTER -INCH (6.4 MM) CEMENT -BASED MILLBOARD. SHOWER AREAS SHALL BE OF MATERIALS LISTED IN TABLE R702.4.2, AND INSTALLED IN ACCORDANCE MANUFACTURER, TABLE M1502.4.5.1 SHALL BE USED. 7. BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED MATERIALS R311.7.2 HEADROOM WITH THE MANUFACTUREROS RECOMMENDATIONS. INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE. THE HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN 6 FEET 8 INCHES (2032 MM) MEASURED M1502.4.5.3 DRYER EXHAUST DUCT POWER VENTILATOR 8. CELLULOSE INSULATION INSTALLED AS TESTED IN ACCORDANCE WITH ASTM El 19 OR UL 263, FOR VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF TABLE R702.4.2BACKER BOARD MATERIALS THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED IN ACCORDANCE WITH THE THE SPECIFIC APPLICATION. THE LANDING OR PLATFORM ON THAT PORTION OF THE STAIRWAY. GLASS MAT GYPSUM BACKING PANEL (ASTM C1178) MANUFACTURER'S INSTRUCTIONS FOR THE DRYER EXHAUST DUCT POWER VENTILATOR. GYPSUM PANELS (ASTM C1278) R302.12 DRAFTSTOPPING R311FIBER-REINFORCED STAIR TREADS AND RISERS NONASBESTOS FIBER -CEMENT BACKER BOARD (ASTM C1288 OR ISO 8336, CATEGORY C) GENERAL NOTES: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE STAIR T STAIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF THIS SECTION. FOR THE PURPOSES OF NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS (ASTM C1325) CONCEALED SPACE OF AFLOOR-CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE THIS SECTION, DIMENSIONS AND DIMENSIONED SURFACES SHALL BE EXCLUSIVE OF CARPETS, RUGS OR ATTENTION GENERAL CONTRACTOR /BUILDER: AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET (92.9 M2). DRAFTSTOPPING RUNNERS. WINDOW INSTALLATION ISSUANCE OF PLANS FROM THE ARCHITECT SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE APPLICABLE BUILDING CODES PRIOR 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 ,TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR BE PROVIDED IN FLOOR -CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: THE RISER HEIGHT SHALL BE NOT MORE THAN 73/4 INCHES 196 MM .THE RISER SHALL BE MEASURED ( ) MANUFACTURER FOR EACH WINDOW. ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY 1.CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 MM). R703.4 FLASHING REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL RISERS SHALL VERTICAL OR SLOPED FROM THE UNDERSIDE THE NOSING THE TREAD ABOVE AT APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE ARCHITECT, THE ARCHITECT SHALL NOT BE HELD 2.FLOOR FRAMING IS CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS. M TICAL. OPEN RISERS AN ANGLE NOT MORE THAN 30 DEGREES (0.51 RAD) FROM THE VERTICALERS 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 UNLESSSELF-ADHERED R311.7.5.2 TREADS MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR MAKE THE REQUESTED INSPECTIONS AND SHALL EITHER INDICATE THE PORTION OF THE CONSTRUCTION OTHERWISE APPROVED BY THE BUILDING OFFICIAL. THE INTEGRITY OF THE DRAFTSTOPS SHALL BE THE TREAD DEPTH SHALL BE NOT LESS THAN 10 INCHES (254 MM). THE TREAD DEPTH SHALL BE FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A THAT IS SATISFACTORY AS COMPLETED, OR NOTIFY THE PERMIT HOLDER OR HIS OR HER AGENT WHEREIN MAINTAINED. MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER THE SAME FAILS TO COMPLY WITH THIS CODE. ANY PORTIONS THAT DO NOT COMPLY SHALL BE CORRECTED ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. THE GREATEST TREAD JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS AND SUCH PORTION SHALL NOT BE COVERED OR CONCEALED UNTIL AUTHORIZED BY THE BUILDING OFFICIAL. HAZARDOUS LOCATIONS: DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR FOUNDATION INSPECTION NOTES: MM). WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE R308.4.1 GLAZING IN DOORS R311.7.5.3 NOSINGS EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED GLAZING IN FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE NOSINGS AT TREADS, LANDINGS AND FLOORS OF STAIRWAYS SHALL HAVE A RADIUS OF CURVATURE AT 1.EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. CONSIDERED TO BE A HAZARDOUS LOCATION. THE NOSING NOT GREATER THAN 9/16 INCH (14 MM) OR A BEVEL NOT EXCEEDING 1/2 INCH (12.7 MM). A SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER EXTERIOR FINISHES: EXCEPTIONS: NOSING PROJECTION NOT LESS THAN 3/4 INCH (19 MM) AND NOT MORE THAN 11/4 INCHES (32 MM) SHALL COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE i. CEMENT PLASTER FINISH OVER MASONRY SHALL BE 5/8" THICK TEXTURED PER COMMUNITY BE PROVIDED ON STAIRWAYS. THE GREATEST NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS STANDARDS. 1. GLAZED OPENINGS OF A SIZE THROUGH WHICH A 3-INCH-DIAMETER SPHERE IS UNABLE TO PASS. NOSING PROJECTION BY MORE THAN 3/8 INCH (9.5 MM) WITHIN A STAIRWAY. SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 2. CEMENT PLASTER FINISH OVER WOOD SUBSTRATE SHALL BE 7/8" THICK (3) COAT STUCCO OVER (2) 2. DECORATIVE GLAZING LAYERS OF WATER RESISTANT BARRIERS IN ACCORDANCE WITH FLORIDA BUILDING CODE 7TH EDITION (2020) EXCEPTION: A NOSING PROJECTION IS NOT REQUIRED WHERE THE TREAD DEPTH IS NOT LESS THAN 11 1.1. THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR RESIDENTIAL, R703 AND ASTM C926. TEXTURE PER COMMUNITY R308.4.2 GLAZING ADJACENT TO DOORS. INCHES (279 MM). APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TO ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS FLOOD ZONE REQUIREMENTS: BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 R311.7.8 HANDRAILS OR DETAILS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. INCHES ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH FLIGHT WITH FOUR OR MORE AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT CONDITIONS: RISERS. WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR MECHANICAL AND HVAC: 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE 1. WHERE THE GLAZING IS WITHIN 24 INCHES OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE R311.7.8.1 HEIGHT SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. DOOR IN A CLOSED POSITION. HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, PROTECTION AT THE HEAD AND SIDES. 1.2. IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHERPROFESSIONAL. 2. WHERE THE GLAZING IS ON A WALL LESS THAN 180 DEGREES FROM THE PLANE OF THE DOOR IN A OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR CLOSED POSITION AND WITHIN 24 INCHES OF THE HINGE SIDE OF AN IN -SWINGING DOOR. THAN 38 INCHES (965 MM). 1.3. IN ACCORDANCE WITH OTHER APPROVED METHODS. REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (762 mm) DEEP AND 30 INCHES (762 mm) WIDE EXCEPTIONS: 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. DECORATIVE GLAZING. 1. THE USE OF A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED OVER THE LOWEST FMA/AAMA/WDMA 400. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. #26 GAUGE (0.48 mm) SHEET STEEL OR OTHER 2. WHERE THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR TREAD. STUCCO WALLS WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. AND THE GLAZING. 2. WHERE HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE CONTINUOUS TRANSITION 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 3. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR LESS IN BETWEEN FLIGHTS, TRANSITIONS AT WINDER TREADS, THE TRANSITION FROM HANDRAIL TO GUARD, OR 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. INCHES (76 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY WITH SECTION R308.4.3. USED AT THE START OF A FLIGHT, THE HANDRAIL HEIGHT AT THE FITTINGS OR BENDINGS SHALL BE 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF INSTALLATION INSTRUCTIONS. 4. GLAZING THAT IS ADJACENT TO THE FIXED PANEL OF PATIO DOORS. PERMITTED TO EXCEED 38 INCHES (956 MM). WOOD -FRAME CONSTRUCTION. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN 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. 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INSULATION AS REQ'D 2 CAR GARAGE T WC (4)12" SH �N a L r CURB 8'-8" CLG LAV 5/8" TYPE "X" TIN i E STE CEILING BOARD cf) BATH 3'-72 `o 6'-32 ABV. o N 8'-7" N 20'-2" BRKX s k FOYER ti�� - 8'-8" CLG ---------------------------------- --- XFER EXTRA SUITE GRILL BEDROOM 8'-8" CLG �r CD i ENTRY i ><� 1 I _ I 2 I� O I 6,19 LINE O_ F _ 16070 GARAGE DOOR 10'-61" 2 21_11l@ FLOOR I � 2 ' ABOVE I *25 SH 37"x63" EGRESS 5'-4" 8'-8" " 3'-11 " 1'-4' 1'-4' I 16'-0" 2'-8" 14'-0" 6'-0" I 20'-0" FIRST FLOOR PLAN SCALE: 1 /4"=1'-0" 40'-0" q too 2 .11 co CD CV uA LEGEND SYMBOLS BUILDING/WALL SECTION MARKER OINTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE ELEVATION STEP BRKX FLOORING BREAK WALL TYPES 2x WOOD/STEEL FRAMED PARTITION INTERIOR PARTITION w/ INSULATION CMU WALL CMU WALL w/ FURRING & INSULATION NOTE: INTERIOR WALLS ARE DRAWN TO ROUGH DIMENSIONS SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL S BRACKETSPACED OLID SURFACE O.C. FOR COUNTERTOP (SVE6RHANGS GREATER THAN 10" TOPPLATE �, Z„ MAX 2x4 STUD WALL SEE PLANS FOR WALL LAYOUT =_ 1/2" GYP. tBASE CABINET AS BD. PER SHOP DWGJ Fq WD.BASE MOLDING FINISH FLOOR FINISH F OOR1 r SUBFLOOR BEARING WALLS: REVIEW STRUCTURAL DRAWINGS FOR LOCATIONS OF BEARING WALLS. HANDRAIL GRASPABLE 1-1/2" MIN HANDRAIL; 1 1/4M " TO 1/2MIN. AX DIAMETER °O RETURN HANDRAII M ` SECTION PLAN PROVIDE HANDRAIL IN COMPLIANCE WITH FBC 7th EDMON STAIR DIAGRAM 1 N 10" STAIR CALCS. FLOOR TO FLOOR HEIGHT 10'-2 3/4" CONVERTED TO INCHES 122 3/4" TOTAL NUMBER OF RISERS 16 TYP. RISER HEIGHT 7 11/16" TREAD DEPTH 10" NOSING I TYPICAL DOOR PLACEMENT DIAGRAMS ODOORS LOCATED WITHIN A LENGTH OF WALL A 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. Q= W }2CC �0>- >c ao W p H CC w U) ;E w Q = W J C/) W W n cl:cr cr. zzZ�W It J co z < —1W (L_ CL � (1) 0 0 � = Z LL U) a?o cz'ry • W cz O Q 0 0 0 u 0 a 0o O 0 O 0 LL s c w 0 0 E U U) W G 04 �z QQ Q WG. F © CV • 'AQ �• OF ��i� � •;c�OR10P 1 COMMm UNKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 1/19/22 SHEET A 1 1 9 &LIWAA lh Yli. h - - - - 1_ O CV Q 36" HT. HNDRL. MATCH TO WALL BELOW m 0 Lo 0 a) LOW WALL 91_011 911 SECOND FLOOR PLAN SCALE: 1/4"=1'-0" 0 aline 6-511 > P 2 I II (DI OS Z I T- :IN 1NIC 00 8�-=G � I = j = I i > �cp� SIN Y N "x30;-',l I a I g m I cn I m IATj<ACCE S -- �� --- \-�-- ---- ^ LIN. (4)12" SH M R&S Y N ��_�� 2' 2 41_0,1 co XFER AHU ON GRILL '_ " 8 OACLG 5'-32" STAND 30" AFF rT RAG XFER LOCATION CL N I GRILL BEDROOM 4 8'-0" CLG I LINE OF 0 LNDRY 8'-0" CLG 3 Ram ADD 7/16" OSB TO MECH. CL. CEILING FOR FIRE DRAFT STOP LEGEND SYMBOLS A BUILDING/WALL SECTION MARKER ® INTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE ELEVATION STEP BRKX FLOORING BREAK WALL TYPES 2x WOOD/STEEL FRAMED PARTITION INTERIOR PARTITION w/ INSULATION CMU WALL CMU WALL w/ FURRING & INSULATION NOTE: INTERIOR WALLS ARE DRAWN TO ROUGH DIMENSIONS SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL SOLID SURFACE ((BRACKET SPACED ZSVERHANGSR COUNTERTOP GREATER THAN 10" 1' 2" MAX 11 TOP PLATE 2x4 STUD WALL SEE PLANS FOR WALLLAYOUT 1/2" GYP. tBASE CABINET AS _ 1 BD. PER SHOP DWGj N A5.1 wD.BAs MOLDING FINISH FLOOR F OORl rSUBFLOOR TYPICAL DOOR PLACEMENT DIAGRAMS ODOORS LOCATED WITHIN A LENGTH OF WALL ARE TO BE CENTERED UNLESS DIMENSIONED OR NOTED OTHERWISE. DOORS LOCATED ADJACENT TO WALL B INTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. MAR 2 2 2022 \\\\111111/j/G. ,�� OR10,:-'��a�� AL W WZC= O F- WaCQO F- CC o Q =) H W (L W U) W G= cr Ir YQF—Z odLLOOC/) Z z Z ~ Z cr- < -I W(L=CCCL 1:U)00Q �=ZLLcn �I-Q?� cz-� cz C n FgQ- 2 O O � a O a O 0o O O � 0 A cn O uw u w w O U) z r� O E W G z Od r lzZ ca aaaaa' COMMUNITY: SPRINGS PLAN # 6103 RELEASED: 1/19/22 SHEET i Al *2 GARAGE HEAD TRIM DETAIL SCALE: 3/4"=1'-0" N , WINDOWSILL DETAIL SCALE: 3/4"=1'-0" Is Is W"J %A. 1 ILIA l 11 ROOF SHINGLES PER COMMUNITY SPECS (TYP.) FOAM LOUVER 6" FASCIA (TYP.) 4" WIDE STUCCO BAND (+1) IT.O. WALL ,T.O. WINDOW — — 1'-0" 18" DECORATIVE FOAM SHUTTERS 4" WIDE STUCCO BAND (+1) SECOND FLOOR_ T.O. MASONRY _ T.O. WINDOW 4" WIDE STUCCO BAND (+1) �C ,FIN. FLOOR _ 5:12 12 5 12 5 1212�� 1 Z\\ .5 12 5 24"X30" DECORATIVE FOAM \ LOUVERED DETAIL 1'-011 18" DECORATIVE FOAM SHUTTERS J - ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 6" FASCIA Wl 4' WIDE STUCCO BAND (+l) —liall F= IN 11 _IIlimilrallullM Fn FW Fn FM l'-4" STUCCO BAND RETURN FRONT ELEVATION SCALE: 1 /4"=1'-0" PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE,.:.;K,' 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 REQUIRII URM & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) MAR 2 2 2022 G. v • � s A . A OF 1 d1i y 0ID %NA� W } _ CC �00~ WOWCQo �o Q? � W cr-W c W W 5 cr cr IY Y 0 I- z �u-00U) z z H z z_ Q�—� W (L _ Cr IL � CQ 0 0 0 =zLLun �H<z cz n cz n 0 �Q Q U) z 0 0 MEMO U o w mi j 1m w c a w o di U) w 1=0 z w 0 0 x M 0 U W 0 004 uo z444aa COMMUNITY: UNKSATCALUSA SPRINGS PLAN # 6103 RELEASED: 1/19/22 SHEET A2 o I 4" STUCCO B LEFT ELEVATION SCALE: 1/4"=1'-0" RIGHT ELEVATION SCALE: 1 /4"=1'-0" PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH :; �..r,.- "-u.. r•: `'- "�� %'� L ,� - SAND TRIM COLOR FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) MAR 2 2 2022 It J W Wz0M w °ZO >ccQO W 0 1- Q Lu W ? W QQ�77 J(~nWW cc- cr. zW z z W (L cn Q a �U)000 =ZLLcn �I-az� N. a � chi CZ G n ��j Q o O �a Q O O C� Ou O I� Im m co w O j W O w A w (j) w O x z 0 R N W C w O� aaaaa O:Z COMMUNITY: NI A U SPRINGS PLAN # 6103 RELEASED: 1/19/22 SHEET A292 LOWER ROOF ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 120 SQ. FT. 1 15 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SO. IN. / LF. I18 LF. R806.2:THE MINIMUM NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE VENTED SPACE. UPPER ROOF ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 1611 SQ. FT. 773 SQ. IN. UPPER VENT 40% NET VENT MIN. 309 SQ. IN. UPPER VENT 50% NET VENT MAX. 387 SQ. IN. UPPER VENTS REQUIRED 48" TAMCO OFF -RIDGE VENT (138 SI NET FREE) 3 VENTS NET FREE AREA UPPER ROOF VENTING 414 SQ. IN. NET FREE AREA SOFFIT VENTING 414 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SQ. IN. / LF. 63 LF. NOTE: LOCATE RIDGE VENTS 2'-0" OFF ALL HIPS RIDGES OR VALLEYS, MIN., TYP. R806.2:THE MINIMUM NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. UNDERLAYMENT APPLICATIONS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.1.1 FOR ASPHALT SHINGLES REFERENCE TO SECTION R905.2 FOR TILE ROOFING REFERENCE TO SECTION R905.3 ROOF PLAN SCALE: 1 /4"=1'-0" MAR 2 2 2022 cc W } 2 �00H WOWC¢O �pF- CC InUW W ¢ � W F J U W Ill ccr_ It od zzzP:W irgQmZ Wa- =cca � �o00 =Zu_U) � n cz n o O � Q F¢- 0 u Z 0 (L co LLO 0 0 0 . a U) w w 0 x z >! R U W G O� �0 aaaaa Z COMMUNITY: SPRINGS PLAN # 6103 RELEASED: 1/19/22 SHEET A3. 1 Y STAIR SECTION SCALE: 1 /2"=1'-0" 1 X8 CAP (RIPPED) CASING - BY SPEC. GYP. 2X4 KNEEWALL BASE BOARD PER SPEC. N_ T i+o 1X SKIRT BOARD 1A DETAIL SCALE: N.T.S. to 1 X8 CAP - (RIPPED) CASING - BY SPEC. GYP. BD. wXlS1l BASE BOARD PER SPEC. 1X SKIRT BOARD SKIRT BOARD /CURB DETAIL 0 SKIRTBOAF PER SPEC. KNEEWALL DETAIL SCALE: 1"= 1'-0" ATFOOTOFSTAIR MAR 2 2 2022 \01111111//// OF AL i� l n l 1►� IY W _ CC Luz01: O } WOWC¢O p I- Q u Lu CC W H � W J W n c Y O 1-- z �LLOOcn zzzp:z Q J W a = a _3 CQ 0 0 —ZLLcn Qzp n Q O O Q H 0 0 0 w o �A 0 a w w 0 x z O R U W G in O � o aaaQ Q Z COMMUNITY: UNKSATCALUSA SPRINGS PLAN # 6103 RELEASED: 1/19/22 slim A4o I o 00 W., N CV T.O. WALL _ T.O. WINDOW SECOND FLOOR _ T.O. MASONRY T.O. WINDOW 1 A5.1 12 ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) 5 I PRE-ENG. ROOF TRUSSES (SEE FRAMING SHEET FOR DETAILS) I INSULATION PER ENERGY CALCS. L. HALL BATH HALL CL. FLOOR FRAMING ` SEE STRUCTURAL DRAWINGS BUILDING SECTION SCALE: 1 /4"=1'-0" INSULATION PER ENERGY CALC. TYP. 12 5 BEDROOM 4 EXTERIOR WALL BATT. INSULATION SEE ENERGY CALCS MAR 1 Z 2022 G. / �- OF Z. NAL cc 2 Lu Wz0= O I— > <0 LU 0 1— Q ? Lu W CC W J W ui Ir cc Ir Y01—Z ,5 tL 0 0 ZZZ~'Z cr J W a = c a :cU)000 2ZlLW N. 0 Q H O Q O O O � u Z W�d 0 U O 0=0 IN" w 00 U) 0 Z o A c w �--� w O x z !> W 0 VI d ,O,A VI a a a a a COMMUNITY: UNKSATCA SA SPRINGS PLAN # 6103 RELEASED: 1/i9/22 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-O" 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 1x6 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 ix2 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 m_2X REFER TO "L" FLASHING DETAIL LEDGER BOARD TOP OF C.M.U. Li (REFER TO ELEV.) INSULATION AS 2X ALUM WRAPPED FASCIA PER SPECS. BD. WALUM 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" = 1'-O" 2-STORY- FRAMED 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. OIL TOP OF WALL ' (REFER TO ELEV.) S E 2X ALUM WRAPPED FASCIA EL BD. w/ALUM DRIP EDGE 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 gK TOP OF CMU (REFER TO ELEV.) TOP OF WINDOW (REFER TO ELEV.) SEE STRUCTURAL DRAWINGS PRECAST WIN. SILL 8" CMU BLOCK w/ CEMENTITIOUS FINISH SLOPE GRADE AWAY FROM HOUSE 1. 0'-0" 21,1tax FOUNDATION PER STRUCTURAL DRAWINGS TYP. 2—STORY WALL SECTION — SCALE: 1/2" =1'-O" 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 ix2 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 lk TOP OF C.M.U. \IF( TO ELEV.) INSULATION AS I 2X ALUM WRAPPED FASCIA PER SPECS. ----- BD. w/ALUM DRIP EDGE PRE-ENGINEERED SOFFIT INSTALLED PER GABLE END ROOF MANUF. SPECS TRUSS - REFER TO 2X PT BLOCKING STRUCTURALS HURRICANE STRAP - REFER TO STRUCTURALS 1/2 (MIN.) CLG. BD. MASONRY LINTEL - REFER TO STRUCTURALS TYP. HIPPED PENT ROOF DETAIL SCALE: 1/2" = 1'-O" 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. OL 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 OL 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/ " GYPSUM BOARD ELECTRIC METER LOCATION - SEE PLANS. VERIFY INSTALLATION IN FIELD FINISH EXTERIOR- CMU BLOCK WALL GYPSUM - GYPSUM BOARD BOARD Z g 3 1/2" IL J" GYPSUM w GARAGE a BOARD NICHE FOF ELECTRIC/ PANEL & WIRING N ELECTRICAL co PANEL ELECTRIC/ PANEL CV EXTERIOR - co CMU BLOC WALL GRADE CONCRETE "' CURB REFER TO PLANS CONCRETE CURB REF TO PLANS CONCRETE SLAB ON GRADE AT °d :: ( " :: �GARAGE aooA ELECTRICAL PANEL NICHE AT CMU BLOCK WALL SEE SOFFIT AT RAKE (BEYOND) 77 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 OIL TOP OF C.M.U. (REFER TO ELEV.) INSULATION AS I 2X ALUM WRAPPED FASCIA PER SPECS. ---- - BD. w/ALUM DRIP EDGE 1/2" (MIN.) CLG. BD. SOFFIT INSTALLED PER 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 PLAN PRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO �Z STRUCTURAL. OIL TOP OF C.M.U. (REFER TO ELEV.) 2x6 ALUM WRAPPED FASCIA EE BD. WALUM DRIP EDGE 1/2" (MIN.) J ----- CLG. BD. SOFFIT INSTALLED PER J" TYPE'X' GYP. BD. MANUF. SPECS TO BE PROVIDED 2X PT BLOCKING WHEN LIVING SPACE IS ABOVE GARAGE) SEE STRUCTURAL PLAN EXPANSION JOINT GARAGE SLALL 4° SPECS DRIVEWAY PER COMMUNITY SEE STRUCT PLANS 0'-0" SLOPE FIN. FL. FOUNDATION M PER STRUCTURAL DRAWINGS WALL SECTION Cad GARAGE DOOR SCALE: 1/2" = V-0" SCALE: 1/2" =1'-O" N i 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 � / � Y(REFER TO ELEV.) INSULATION AS____ 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 -7 1/2" EXTERIOR SOFFIT BD. W/ KNOCKDOWN PLASTER FINISH SEE STRUCTURAL — PLANS SLOPE 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. \AF(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" = 1'-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 MAR 2 2 2022 \ �\ \�W l 111 ///,ir sue. OF = Rl 77it14i6I1l0�`� IY W } 2 it 3: 0 >_ Lu > I= 0 W CC cnUWW Q�WI- tL�>W IY tr IY °tf ZZOW cr C/) J W tL = tZ _3v)000 � = Z LL U) a cz cz a c)G n a o O �Z 0 Q j U j 0 U) to z 0 O co 0 j ISM U U o �w aU) U) w w 0 z O U W G O� �Z a�aaa COMMUNITY: UNKSATCALUSA SPRINGS PLAN # 6103 RELEASED: I/I9/U SHEET Av•2 O z r Q n z r n z 3 u n u ri r n z i L n u r. n_ r r u L r i r D z z "LAL,IA L_ e .. ut w lK ua al 1 l I Y i a 2X FRAMING BARRICADE PLUS WRB FLOOR SHEATHING PER (OR APPROVED EQUAL) SPEC. RIM BOARD REFER TO STRUCT DWGS. 60 MIN. GRADE D PAPER BACKED I LATH WALL SHEATHING I (j 7/8" 3-COAT STUCCO I I SHEATHING I ■ FLUSH WITH BLOCK WALL MID -WALL WEEP SCREED/EXPANSION I JOINT 6" SELF ADHERED FLASHIN 5/8" I CEMENTITIOU �\ COATING BUILDING FELT ON TOP OF CONC. BLOCK - UNDER FLOOR MAINTAIN 1/8" GAP — MEMBERS BETWEEN SHEATHING TYPICAL AT ALL WOOD CONCRETE AND TOP OF BLOCK TO MASONRY BLOCK WALL TRANSITIONS EXPANSION JOINT (EJ) AT FRAME & MASONRY SCALE: 1/2" =1'-0" PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH @ 9" O.C. MAX. (VERT.) NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ 8" LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED @ 7" O.C. MAX. VERTICALLY LATH SHALL NOT BE BE CONTINUOUS 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 _z ul "L" FLASHING SCALE: N.T.S. 8" THICK, 3 COAT CEMENT PLASTER 60 MIN. GRADE D PAPER BACKED LATH APPROVED METAL LATH FASTENED @ 7" (VERT.) O.C. MAX. AT SUPPORTS BARRICADE PLUS WRB (OR APPROVED EQUAL) WOOD SHEATHING PROVIDE 2X4 BLOCKING FLAT MAX. 6" TO 8" FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL STUD 2X4 BLOCKING NOTE: 1. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO BE NO. 18 - 0.0475" WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION TO WALL STUDS REQUIRED PER PLAN 'VOOD SHEATHING 0 MIN. GRADE D PAPER BACKED ATH OVER BARRICADE PLUS WRB DR APPROVED EQUAL) " THICK, 3 COAT CEMENT PLASTER IETAL LATH AP WRB & TAPE OVER ROOF/WALL CREED X5 "L" TYPE CONTINUOUS GALV. IETAL FLASHING (NAIL TO ROOF )ECK, NOT WALL SHEATHING) INDERLAYMENT PER CODE ;AP SHINGLE - DO NOT NAIL, ISTALL WITH ROOF CEMENT IOOF CEMENT ►HINGLE ROOFING WOOD SHEATHI"' BARRICADE PLUS WF (OR APPROVED EQUP LAP SIDING (PER BUILDE MIN. LAP (PER MANUF. SPEC STARTER STRIP (PER MANUF. SPEC MIN. CLEARANCE (PER MANUF. SPEC 5X5 "L" TYPE CONTINUOUS GAL METAL FLASHING (NAIL TO ROOF DEC NOT WALL SHEATHIN UNDERLAYMENT PER CO[ CAP SHINGLE - DO NOT NAIL, INSTAI WITH ROOF CEMEP ROOF CEMEP SHINGLE ROOFI� "L" FLASHING -SIDING 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 U) BARRICADE PLUS WRB (OR APPROVED EQUAL) WOOD SHEATHING WOOD CONSTRUCTION 60 MIN. GRADE D PAPER BACKED LATH METAL LATH 8" MID -WALL WEEP SCREED 6" SELF-ADHESIVE FLASHING " THICK, 3 COAT CEMENT PLASTER HORIZONTAL WEEP SCREED SCALE: N.T.S. STEP 1 STEP 2 FOLD FOLD INWARD @ PT. A STEP 3 FOLD @ FOLD ar 770 FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C 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 MAR 2 2 2022 011111111//// , et�i a yi i-, -0 13• T OF f �' ri�� t4AL ORIO P ��e`v�. ///;'' ONAi t 0\\' IL W �00� WOC¢L0L Q r W o W ~ 2 CC JAW"' m w cr_ cc °6zz0w J � ga2Z W cL _ cr- 2 �Ln00Q =) = z LL cn cz cz a �G Q Q 2 cn "i o O IQ *t Ne w U Q O M-i u 00 Z M 00 O Q O a = a a w w w 1�0 O x z "Q 0 R U W 0 r� 04 �o CZCZ aaaaa COMMUNITY: K .0 A SPRINGS PLAN # 6103 RELEASED: 1/19/22 SHEET WP I Z r n z r n n L BARRICADETM i BARRICADETM BARRICADETM BARRICADETM BARRICADETM _ BARRICADETM tM r- gp aPICp°E (((( # 9 7 :. _ :.., t:. ?:. 1 i 1 9 t F" ., q BARRICADETM9, ..1 ;,. BARRICADETM ,:. s BARRICADETM is d i � alcppErM i , t I Bpa BARRICADETM s: TM I BARRICADETM . t ' .:..............:. i ... i SA '"1QADErM (fl t: 1 SA RA1CADErM i, is i I A'"ICADEnN tM BpRRICpOE I i a .. 4.. ..1 ...': .::'. .......: .... . .:: ....... .... .1 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. `,� 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. c BARRICADETM BARRICADETM BARRICADETM 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 6 Install 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 0 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. D Remove temporary tape from top building wrap flap and apply over installed head flashing. Note: Windows must be installed in accordance with manufacturer's recommended installation procedures. 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. BARRICADE • Barricade Flash Right SBS Window & Door Flashing Tape • Barricade Sill Corners 6g99icA �'`'h' • Barricade Conform Stretchable Flashing WOOD OPENING WATERPROOFING SCALE: N.T.S. MAR 2 2 2022 G. ppi `��etttll►iIII/�9 tea. OF r7 f'ai iFi ai' �i M W >- _CC �00� WowC¢L0L Q r C/) cc LU w �� >g D cr °SZ -W WZJg2 Q W _ cr- a i U) C) W Q M P Q Z a N. O �� O �¢ Q (n 0 low W is A 0 Z 0) 00 0=4 ILL 0 p 0 a `' a U) w w w o x z >! �0. O. a 0 0 0 0:Zaaaaa COMMUNITY: UNKSATCALUSA SPRINGS PLAN # 6103 RELEASED: 1/19/22 SHEET WP2 L. , _. .... I l I ...a_1 --I .. L11_l -A*--L s+► dk I" F. FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4"=1'-0" A/C DISCONNECT 20 AMP DED. OUTLET FOR MICROWAVE RANGE FIELD VERIFY METER x 2" PVC CONDUIT 2-2/0 COPPER 1-1/0 COPPER OR 2-4/0 ALUMINUM 200 AMP 4,' METER 1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT #4 COPPER OR ALUM. I BREAKER PV 1/2" PVC CONCRETE ENCASED GROUNDED ELECTRODE ELECTRICAL RISER DIAGRAM NOT TO SCALE ELECTRICAL KEY 0 DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET USB COMBO OUTLET WALL SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH KEYLESS LIGHT FIXTURE CEILING MOUNTED LED LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE o6 VAPOR PROOF LIGHT FIXTURE r� LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE 4 EXHAUSTFAN p EXHAUST FAN/LIGHT COMBINATION ® CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) ® COMBINATION SMOKE / CO2 DETECTOR ® SMOKE DETECTOR f4 TELEPHONE (OPTIONAL) Q TELEVISION (OPTIONAL) 01 ELECTRIC METER = ELECTRIC PANEL -JEA- 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 cr uj J H W wz0-r wLUZO >o[Q0 LLJ u.l J cn Ill W 5 cc Y 0 z odLL00U) Z Z H Z Z °Cga2_j LU CL � U) 0 U =ZLLU) Z p H Qcz c Q o O F- -¢ Q 0 0 o a. m 0� m m 0 LL. u L � (n Oi u cn mow LL. w w j w w 0 x z 0 F W 0 U) oa 2 o 1c; aaaaa COMMUNITY: UNKS AT CA SA SPRINGS PLAN # 6103 RELEASED: 1/19/22 SHEET Elel Z& OWNER'S SUITE ADD BLOCKING ADD BLOCKING CL'• OWNER'S BATH :' BEDROOM 2 DATA 3- o a I ADD BLOCKING ADD BLOCKING BEDROOM 3 2" PVC CONDUIT 2-2/0 COPPER 1-1/0 COPPER OR 2-4/0 ALUMINUM 200 AMP 42 METER 1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT #4 COPPER OR ALUM. BREAKER 1/2" PVC CONCRETE ENCASED GROUNDED ELECTRODE SECOND FLOOR ELECTRICAL PLAN T� I SCALE: 1/4"=1'-0" ELECTRICAL RISER DIAGRAM ELECTRICAL KEY 0 DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET USB COMBO OUTLET WALL SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH KEYLESS LIGHT FIXTURE CEILING MOUNTED LED LIGHT FIXTURE - WALL MOUNTED INCANDESCENT LIGHT FIXTURE c� VAPOR PROOF LIGHT FIXTURE �vs LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN p EXHAUST FAN/LIGHT COMBINATION ® CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) ® COMBINATION SMOKE / CO2 DETECTOR ® SMOKE DETECTOR f4 TELEPHONE (OPTIONAL) Q TELEVISION (OPTIONAL) o l ELECTRIC METER i ELECTRIC PANEL __mhL_ 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 cc W 0 0 } F- >cc: a0 W::)OF- (AVWW Q=WF- J�Wg Ir LL00U) Z Z ~ Z Z Wga�� _cc _3=ZLLU) H Q Z 0 cz n � c Qo (Z I- 0 0 U 0 0 o CL m L 00 O 0 u u U) ww w cn j w w 0 x z O U w 0 O� Uo Z aaaaa COMMUNITY: UNKSATCAWSA SPRINGS PLAN # 6103 RELEASED: 1/19/22 SHEET E 1.2 T'c\ M 00 T SLAB PENETRATION PLAN SCALE: 1 /4"=1'-0" w W } 2 � Lu �001=- >(r<0 W::)pF- F-Ww c)UCC Q�w�— CLciwgw � CC CE: cc Y O F- z ,6LL00� zzz=z cr< J W d = JCQ 00 �F=-Q?cz c c Q O O Z O O U 0 Im c w o Z � wa 0 a U, w w 0 x z O U W G 04 �o �Z aaaaa COMMUNITY. LINKS CALU A SPRINGS PLAN # 6103 RELEASED: 1/19/22 SHEET P1.1 C6 0 Z Q cc 0 06 U) z g a W V) w L 23'-F° PLUMBING PLAN SCALE: 1 /4"=V-0" Ir W }2CC 0 0 wcWC¢0 p H Lu Q p W � J ;Wg D cc: Z Z ° co Lu (L �cnp0U = Z W U) �q) c~ ' .-m CZ cz c o n H 0 0 a t� 00 Z OEM im o U w a w 0 z >! R U G z� 00 Z a aK l< COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 1/19/22 SHEET P1.2 MASONRY LINTEL ASSEMBLIES 5EE 5GHEOULE AND 5PEGIFICATION5 FOR ADD'L INFO rr--�, MIN. p) GaUR5E180ND I I '+ MIN. O) GOURSF/BOND L4J I BEAM ABOVE LINTEL I L4J i BEAM ABOVE LINTEL 6ROUT 6PW BOTTOM REINP. a PRECAST LINTEL w/ I EPRECAW LINTEL K/ �EEOM REINF. i�-p� --;'- EMBEDDED REINF. MB-1 MB-2 1 TOP COURSE, IF I I i I+t- TOP COURSE, IF L4J I m I L4J 1 - REQb PER ARCH. I 1 REQb PER ARCH. TOP REINF. OR GONT. COW. BOND BEAM BOND BEAM REINF. REINF. A5 REQb 6ROUT CAM BOTTOM REINF. BOTTOM PEW _�z _ra PRECAST LINTEL w/ Ig. I PRECAST LINTEL W t--'-t BAWDED REW �--'�f EMBEDDED REINF. MB-3 ry MB-4 MASONRY LINTEL DETAILS REINFORCEMENT MARK DESIGNATION TOP BOTTOM SHEAR REINFORCEMENT 115-1 8F8-013/0T ----- ----- MB-2 8F8-I8/0T ----- (1) #5 M5-3 8FI6-IB/IT (1) #5 (1) #5 MB-4 8RFI4-15 ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTTS CONCRETE. NOTES: I. ALL LINTELS w/ 5PAN5 6REATER THAN 14'-O" 5HALL BE PRE5TRE55ED. 2. SHORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINTEL5 5HALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORCEMENT 5HALL BE GRADE bO, 1`9=60 k51 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW SHEET LIST INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 5TRUGTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.2 2ND FLOOR FRAMING PLAN 5-1.3 ROOF FRAMIN6 PLAN 50-1 FOUNDATION DETAILS 50-2 STRUCTURAL DETAILS 50-3 STRUCTURAL DETAILS P55B-I STRUCTURAL DETAILS GENERAL STRUCTURAL NOTES FOUNDATION • DESIGN 15 BASED ON lth EDITION (2020) FLORIDA BUILDIN6 CODE. • FOOTING DE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 P5F. • ALL LUMBER EXP05ED TO WEATHER OR IN GONTAGT W/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALLS TO 5LA13 WITHY4" DIA. x 23/4" LONG TAPGON5 o 52" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, IT MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORRO51ON-RE515TANGE COMPATIBILITY OF HARDWARE $ FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • GONGRETE DE516N BASED ON AGI 518. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAYS, U.N.O.. f'c = 2,500 psi:....... FOOTIN65 2,500 psi:....... 5LAB5 ON 6RADE (INTERIOR $ EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXP05ED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FIN15H 6RADE. • FOOTIN65 AND SLABS ON 6RADE SHALL BEAR ON GLEAN, FIRM VIRGIN 501L OR GLEAN FILL COMPACTED TO A g5% PROCTOR VALUE • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOK5 SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. • GROUT SHALL BE A5TM G416 F'c=3000 P51 w/ MAX 3/8" A66RE6ATE • CONCRETE MA50NRY UNITS SHALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE 5TREN6TH OF Ig00 P51 (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON AGI 530/530.1 • REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL El BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL AL16N WITH FOOTIN6 DOWEL BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTIN6 DOWEL. • 6ROUT 50LID ALL REINFORCED GMU GELL5 AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" GONT. FULL LEN6TH OF WALL w/ (1) #5 BAR GONT. (TYP. ® EXT. PERIMETER) • PROVIDE (1) #5 BAR 6ROUTED SOLID ON EACH 51DE OF ALL MA50NRY OPENIN65 AND AT ALL WALL GORNER5. • 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 6-0" O.G. IN EXTERIOR WALLS. (A5 5HOWN ON PLANS) • ROU6H OPENIN65 ARE GALLED OUT ON PLAN - 13UILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF SLAB E06E5, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. EXACT LOCATIONS PER BUILDER. • SAW GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH OF THE 5LA13 (I" FOR A 4" SLAB) • JOINTS SHALL BE LOCATED 0 12-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN 5HALL BE A5 GL05E TO SQUARES A5 POSSIBLE (I:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SPECIFICATIONS (TYP. U.N.O.) DESCRIPTION OF BLD6. ELEMENT 3"x0.131" NAILS 3"x0.120" NAILS JOIST TO 50LE PLATE (3) TOENAILS (3) TOENAILS* 50LE PLATE TO JOI5T/BLK'G. (3) NAILS 0 4" o.c. (5) NAILS 0 4" o.c. STUD TO 50LE PLATE 2 TOENAILS (5) TOENAIL5* TOP OR 50LE PLATE TO STUD 2 NAIL5 (3) NAILS RIM TO TOP PLATE TOENAILS a 8" o.c. TOENAILS 0 6" o.c.* BLK'6. BTWN. JOISTS TO TOP PL. (3) TOENAILS (3) TOENAIL5* DOUBLE STUD NAILS 0 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE NAILS o 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE LAP SPLICE g NAILS IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP o CORNERS rE INTER5EGTIN6 WALLS (2) NAILS (2) NAILS * 2Y2"x0.113 15 AN AGGEPTABLE ALTERNATIVE TO A 3"x0.120", SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE * ARE 5HOWN) THIS MODEL HAS BEEN DESIGNED IN AGGORDANGE WITH THE Ith EDITION (2020) FLORIDA BUILDIN6 GODE (SECTION 1(90q) LATERAL DE516N REQU I REMENT5 FOR THE FOLLOWING WIND SPEED EXP05URE ONLY: 140 MPH - EXP. B WIND I MPORTANGE EAGTOR = 1.0 INTERNAL PRE55URE GOEE1= I G I ENT = ENGL05ED, +/- 0.18 ANY WIND 5PEED/EXP05URE NOT L 15TED HERE REQUIRES FORMAL EVALUATION I APPROVAL FROM M+K STRUCTURAL EN61 NEERI N6. EXTERIOR 4 SHEAR WALL SHEATH I NG SPECIFICATIONS INDICATES LOCATION AND EXTENT OF 5HEARWALL WHIGH REQUIRE5 5HEATHIN6 AND/ OR FA5TENIN6 5PEGIFIGATION5 BEYOND THAT OF 5TNORD CONSTRUCTION 5YMB0L SHEAR PANEL 5PEG. 15/32" PLYWOOD OR 05B FASTENED W PI 21/211xO.131" NAIL5 @ 6" o.(. ALON6 PANEL ED6E5 AND 1211 o.c. IN THE PANEL FIELD. 15/32" PLYWOOD OR 056 FASTENED w/ P3 2Y2"xO.131" NAIL5 ® 3" o.c. ALON6 PANEL E06E5 AND 12" o.c.. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENT5: SHEATHE ALL EXTERIOR WOOD FRAMED WALLS w/ 15/32" PLYWOOD OR 056 FASTENED w/ 2 "xO.131" NAILS ® 6" O.G. AT ALL PANEL E06E5 AND @ 12" O.G. AT (ENTER. (U.N.O. ON PLANS) I. ALL PANEL E06E5 SHALL OCCUR OVER FRAMIN6 OR 2X BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL EDGE AND FA5TENIN6 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING ® 16"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED T06ETHER w/ 3►'2"x0.131" NAILS ® 16"o.c. USE (8) 3y2"xO.131" NAILS ® EA. LAP SPLICE. (TYP. U.N.0) 4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENIN65. 5. SEE ARCHITECTURAL DRAWIN65 FOR AEVL WALL GON5TRUGTION REQUIREMENTS. 6. ALL EXTERIOR WALL5 ARE CONSIDERED 5HEARWALL5. 1. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. 8. A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENIN65 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LONG A5 THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 E06E NAILING REQUIRED AND OGGUR 16" MINIMUM FROM THE ENDS OF THE 5HEARWALL. q. ALL 5HEATHIN6 PANELS TO MEET U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 WITH 33(b SPAN RATIN6 (MAX) 10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE ARCHITECTURAL PLANS, THE 5HEATHIN6 USED IN THE -FIRE RATED A55EMBLIE5 SHALL BE NOMINAL L9/�2" THICK, APA RATED 5HEATHIN6 . (, EXPOSURE 1 055 OR PLYWOOD PEf ACCORDANCE WITH THE UL DE516N5 5PEGIFIED. Window � Door Allowable Wind Pre55ure5 140 MPH Wind Zone Ex o5ure B®® OPENING 51ZE INTERIOR ZONES END ZONES 8' Garage Door +18.5 P5F/-20.q P5F +18.5 P5F/-20.q P5F 16' 6arage Door +I13 P5F/-Iq.1 P5F +I1.1 P5F/-Ic1.1 P5F 10 SOFT. +21.2 P5F/-22.q P5F +21.4 P5F/-28.3 P5F 20 5QFT. +20.2 P5F/-22.0 P5F +20.2 P5F/-26.4 P5F 50 SOFT. +lq.O P5F/-20.8 P5F +Iq.O P5F/-23.q P5F 100 SOFT. +18.0 P5F/-Iq.B P5F +18.0 P5F/-22.0 P5F 500 SOFT. +15.8 P5F/-I1.6 P5F +15.8 P517/-I1.6 P5F mEnd Zone is defined as the smaller of 10% of least horiz. dim. or 40% OF mean roof height. ®Pressures have been derived from 2020 FBG Table R301.2(2). ®Pressures charted here are allowable pressures and have been reduced per A5GE 1-16 section 2.4.1 from ultimate pressures. Divide allowable pressures above by a factor of 0.6 for ult. pressures. ROOF FRAMING • SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 1/I6" MIN. 05B/PLYWOOD 514EATHIN6 2%, EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.113" RIN6 SHANK NAILS (R5R5-01 OR EQUIV) 0 6" O.G. AT PANEL E06E5 8 0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRAG TRUSSES w/ RING SHANK NAILS 0 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALON6 PANEL E06E5 AT FIRST 2 TRU55 BAYS FROM 6ABLE END. PROVIDE "H" STYLE CLIPS ALON6 UNSUPPORTED EDC • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND GONTINUO95LY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ SIMPSON VTGR CLIPS 0 24" O.G. • ALL METAL HAN5ER5 SHALL BE 5PEGIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERN15E NOTED. • ERECT AND INSTALL ROOF TRUSSES PER WTGA 4 TPI'S BG51 I GUIDE TO GOOD PRACTICE FOR HANDLIN6, IN5TALLIN6 4 BRAGIN6 OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRU55 SHOP OW65. SHALL BE SUBMITTED TO ARCH 4 ENG. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH d SHORT SPAN ROOF TRUSSES w/ 2x4 LED6ER FASTENED TO FRAMING w/(2) 3"4.131" NAILS o I6" O.G. UPLIFT CONNECTORS BEARING CONDITION TRU55 CONNECTOR LENGTH < 15' 51MP50N H2.5T SINGLE ROOF TRU55 BEARIN6 ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRU55 BEARING ON ALL 51MPSON HT520 WOOD STUD WALL/WOOD BEAM 51N6LE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL ROOF &T., FLUSH BEAM OR �-L (2) 51MPSON HETAI6 FLUSH 6.T. BR6. ON GMU WALL ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH GONNEGTOR A5 L15TE0 ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 GON5TRUGTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT GONNEGTOR5 AND LOADS PER THI5 DRAWING SHALL SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR SPECIFICATIONS AND LOADS 5HOWN ON THE SHOP CARDS. LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOGATION AND EXTENT OF 5HEARWALL I: :1 EXTENT OF OVERFRAMIN6 L'_ _ -'J •- -- - -INDICATES 1/8"A" SAW GUT CONTROL JOINT rw INDICATES LOGATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HAN6ER INDICATES P05T ABOVE. PROVIDE SOLID BLOGKIN6 UNDER P05T OR JAMB ABOVE. HOLDOWN / STRAP SCHEDULE 5YMBOL 5PEGIFIGATION FASTEN BUILT-UP POSTS 5UPPORTIN6 ROOF 6.T. TO GMU WALL w/ (1) 51MP50N M5TGM40 STRAP w/ (12) Y4" 5T-1 DIA x V4" LON6 TAPGON5 INTO GMU. DE516N ACCOUNTS FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5. (USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.0) GENERAL STRUCTURAL NOTES • DE516N 15 BASED ON lth EDITION (2020) FLORIDA BUILDIN6 CODE. • WOOD FRAME ENGINEERING 15 BASED ON NOS, "NATIONAL DE516N SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DE516N LOADS: ROOF LIVE = 20 P5F DEAD = 1 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 5TAIR5 4 DECKS) = 30 P5F ® 5LEEPIN6 AREAS = 50 P5F ® 6ARA6E = 200 # POINT LOAD ® 6UAR05HANDRAIL5 = 50 P5F ® 6UARD IN -FILL COMPONENTS DEAD = 10 P5F (20 P5F TOTAL ® TILE) WIND ULTIMATE WIND SPEED 4 EXPOSURE A5 L15TED R15K GATEC70RY II GENERAL FRAM I N6 • EXTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x 5PF#2 OR 5YP#2 o 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x 5PF OR 5YP STUD' 6RADE LUMBER 0 I6" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x STUD' 6RADE MEMBERS SPACED 0 16" O.G. (MAX). • ALL NON-13EARIN6 INTERIOR STUD WALLS SHALL BE CONSTRUCTED WITH 2x 'STUD' GRADE MEMBERS SPACED 0 24" O.G. (MAX). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD t (1)2x KIN6 STUD, MINIMUM. - THE NUMBER OF 5TUD5 SPECIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK 5TUD5 REQUIRED, U.N.O.. • ALL HEADERS, BEAMS 8 OTHER STRUCTURAL MEMBERS 5HALL BE 5PRUGE-PINE-FIR #2 (517F) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS 4 HEADERS W/ 3-ROW5 OF 3"xO.131" NAILS ® 12" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FACES 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FACE NAIL BUILT UP 2x POSTS W/ 3"4.131" NAILS o 16" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES o 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALLS w/ 1/I6" 05B FASTENED w/ 2Y2"xO.131" NAILS ® 6" O.G. ® E06E5 4 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL E06E5. 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 EXGEED THE FOLLOWING: • L5L - Fb=2325 psl; Fv=310 psi; E=1.55x10"6 psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10^b p5i . FOR 2 $ 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OF 3"x0.131" NAILS o 8" O/G OR 2 ROW5 Y4"x3Y2" 51MP50N 505 5GREW5 (OR 3<'2" TRU55LOK 5GREW5) o 16" O/G. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 1411 OR 6REATER. APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/5GREW5 2" FROM E06E. SOLID 3 Y2" OR 5 Y4" BEAMS ARE ACCEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OF Y4"xb" 51MP50145D5 5GREW5 (OR 6 3/4" TRU55LOK 5GREW5) ® 16" O/G. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES (ONE 51DE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. A 50LID 1" BEAM 15 AGGEPTABLE. • ALL INTERIOR WALL 5TU05 IN GONTAGT w/ GMU WALLS SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LON6 TAPGON5 o 24" O.G. FLOOR FRAMING • I-J015T5/TRU55E5 5HALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY I-JO15T /TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • I-J015T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. 8 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY • FLOOR 5HEATHIN6 SHALL BE 25/32" GONFORMIN6 TO P52-04, 24" O.G., EXPOSURE I, TON6UE AND 6ROOVE ED6E5, FASTEN 5HEATHIN6 TO FRAMING MEMBERS W/ 6LUE AND 3"x0.131" NAILS 6" O.G. AT PANEL E06E5 4 12" O.G. AT INTERMEDIATE SUPPORTS. TYPIGAL 5TAIR GON5TRUGTION NOTES • (5) 51N6LE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR LANDING, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM w/ (1) 51MP50N A55 CLIP AT EACH 5TRIN6ER. • FASTEN 2x6 P.T. PLATE TO GONGRETE 5LAB wl (3) 346" DIA. x 3 Y2" LON6 TAPGON5. • FASTEN END 5TRIN5ER5 TO ADJACENT WALL5 w/ (2) 3"xO.131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE 3/4" FLOOR DECKING ON RISERS AND I" FLOOR DEGKIN6 ON TREADS. • SEE STAIR FRAMIN6 SECTION FOR MORE INFO. seal: \\ettlg! I I11111;7`R 82 i � • ATE , CORiOP cop anti! nna, Inc. oCM Z_ Uj W M W z �eZ z W J Q Z wn WC J JH z W 0 ca W oe as dF 0. = m QA M 2 YQ m pp N `C � M&K project number: 068-2001 1 project mgr: drawn by: issue date: JSB I DJR 01-13-2 REVISIONS: date: initial: sheet: SW0.0 < Q 0 J LL.1 LE6END • ® INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOGATION AND EXTENT OF 5HEARW4LL • I: • : : I EXTENT OF OVERFRAMIN6 40'-011 _ _I "I . 16'-8"110 12'-0" ,. 111_4" " I. LANAI 5LAB: 3 y2" GONG. SLAB ON 6RADE (2500 P51 MIN.) w/ 6x6-N1.4xN1.4 MESH OR FIBER MESH ON 615% GOMPAGTED FILL OR VIR61N SOIL. I j I I I � I m I 2 5D-I I I 6-111/2 I'-0" 11'-41/2" 7 5D-I FRENCH DOOR REGE55 —' PER MANUFAGTURERS INSTRUGTION NOTE: REFER TO BLOCK PLAN FOR ALL DOWEL LOCATION DIMENSIONS. 1'-10 1/2" L — — s —,�I� Z—J I �"3 y2" STEP — • 8"xlb" THIGKENED 2411x24"xl2" PLAIN I 1j5LAE3 UNDER - GONG. FT6. I • 5D-I BEARING WALL (TYP. (TYP.) 114 I .I I •_ -_--------- —F------- -�� --- J 3 y2�� -- STEP I I ..I \I �I I I I I I I - I I I I 3 X2" STEP • 2 5D-I 14'-0" 9 2 5D-1 12" WIDE GONG. TURNDOWN EXTENDED MIN. 12" BELOW 6RADE HVAG UNIT 14-011 GONGRETE 5LAB: 3 Y2" GONG. SLAB ON GRADE (2500 P51 MIN.) w/ 6x6-NI.4xNl.4 MESH OR FIBER MESH OVER 6 MIL. POLY ON q5% GOMPAGTED FILL OR VIRGIN SOIL. 12'-q 1/2" 4 5 r2" STEPINER — 5D- I � I I / 6ARA6E SLAB: 3 y2" GONG. SLAB ON 6RADE (2500 P51 MIN.) W 6x6-NI.4xNl.4 MESH OR FIBER MESH OVER 6 MIL. POLY ON q5% GOMPAGTED FILL OR VIR61N SOIL. I I w I � I If 5 5D-I I 6 I I 2411x24"AT PLAIN GONG. FT6. w/ TOP OF FT6. 12" BELOW TOP OF HOUSE SLAB (TYP. OF 2) 16'-0" 21'-4" SLAB PLAN SCALE: 1/4"=1'-0" (2244 SHEET) SCALE: I/6"=1'-0" (I Ixl'1 SHEET) I I I, o I• 5D- an •---•--- — — —INDIGATE5 I/8"xI" 5AW GUT CONTROL JOINT rWMWN INDIGATE5 LOGATION OF REINFORGED GMU GORE (5EE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE SOLID BLOGKIN6 UNDER P05T OR JAMB ABOVE. REFER TO 5-0.0 FOR TYPICAL STRUGTUKAL NOTES � SGHEDULES No 77824 9 .04NAL- C�\\�� © COPn'g�'� 4r18 00)) Structure Engineering, Inc. 0 CD z_ W W N z C z W d J 0 a .0 Zca �— U d 4 t E W~ JZ W ,Y o ? My mg _ Laic�5 N W a i M&K project number: 068-2001 1 project mgr: J S B drawn by: DJ R issue date: 01-13.2 2 REVISIONS: date: initial: 03/11/22 DJR sheet: 0 0 J Li UJ Q co (3 0 Z IL LIJ cdn O U 00 F. Y >, J Z �.. J Fm i,,o I r— O I 0 I 0 1 Im ima 61-411 41-1011 '. 3'-2" I' ( i-011 I I AAM I I I AAM I I I AAM I I I BLOCK PLAN SCALE: 1/4"=1'-0" (2244 SHEET) SCALE: I/8"=1'-0" (110 SHEET) LEGENi7 • ® INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL EXTENT OF OVERFRAMING o----- — — —INDIGATE5 I/5"A" 5AW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORGED GMU GORE El (5EE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKING UNDER P05T OR JAMB ABOVE. MA50NW L I NTEL PETA I L5 REINFORCEMENT MARK DE5I6NATION TOP BOTTOM SHEAR REINFORCEMENT MB-I 8F8-OB/OT ----- ----- MB-2 8F8-IB/0T ----- (1) #5 M13-3 8FIb-IB/IT (1) #5 (1) #5 MB-4 6RFI4-IB ----- ----- APPROVED LINTEL MANUFACTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S CONCRETE. NOTE5: I. ALL LINTELS W 5PAN5 GREATER THAN 14'-0" 5HALL BE PRE5TRE55E0. 2. 5HORE FILLED LINTELS A5 REQURIED. 3. ALL LINTEL5 5HALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT CUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORCEMENT SHALL BE GRADE 60, f y=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 MA50NR`I' LINTEL A55EMBL I E5 5EE 5GHEDULE AND 51PECIFIGATION5 FOR ADO'L INFO L4J+~ MIN. (1) GOW5E/BOND i L4J}i — MIN. (1)COUR5E/BOND t I BEAM ABOVE LINTEL. I BEAM ABOVE LINTEL. 6ROVT GROUT BOTTOM REINF. I A• I PRECAST LINTEL W I__�. _ PRECAST LINTS W EMBEDDED REIW. F EMBEDDED REINF. MB- I MB-2 rr- r, I i I+i— TOP COURSE, IF i++-- TOP COURSE, IF I L4J I �4J i W'D Plat ARCH. I REQb PER ARCH. R TOP REINF. OR CONT. CONT. BOND BEAM BOND BEAM REINF. REINF. As Rl Qb GROUT 6ROVT BOTTOM REINF. BOTTOM REINF. x '...WPRECAST LINTEL :.� I a• I PRECAST LINTEL w/ EMBEMD REINF. EMBEDDED REINF. M13-3 N MB-4 mmmmmmmm- REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES � SCHEDULES seal: G. `�'�, ��GEaSF•••�i� Osr i • NO , ORIV is�� slo -f ` o\\�� © copYri�MFl%yll�tt�l E�4�\ Stru nalneedno.Inc. ocm Z JW w w z C7 z � w J cl- i (D Q Zlr = .a a C E W~ Za a• JI— z W C Y 2 Co m _ c g oc C M C. 7 M&K project number: 068-2001 1 project mgr: JSB drawn by: DJ R issue date: 01 - 13-22 REVISIONS: date: initial: 03/1 I/22 DJR sheet: Fm2.0 2x8 LEDGER FA GMU W (2) Y4" 01 LONG TAPGONS C A GTCAI QC A AAr Tit 2ND FLOOR FR,4MIN6 PLAN SCALE: 1/4"=1'-O" (22x34 SHEET) SCALE: IN=1'-0" (110 SHEET) LEGENP • = _ _ _ = BEARING WALL ABOVE • BEAM / HEADER • m � m LOCATION AND EXTENT OF SHEARNALL EXTENT OF OVERFRAMIN6 -- — —INDIGATES I/8"A" 5AW GUT CONTROL JOINT INDIGATES LOGATION OF REINFORCED GMU GORE El (5EE NOTES) J L METAL HANGER INDIGATES P05T ABOVE. PROVIDE 501-I1? BLOGKIN6 UNDER P05T OR JAMB ABOVE. HOLVICAN / STRAP SCHEDULE 'MBOL 5PEGIFIGATION FASTEN BUILT-UP P05T5 5UPPORTIN6 ROOF G.T. TO GMU NALL w/ (1) 51MP50N M5TGM40 STRAP w/ (12) Y4" 5T-1 DIA x V4" LONG TAPGONS INTO GMU. DE516N AGGOUNTS FOR REDUCED STRAP GAP. FOR SHORTER TAPGONS. (U5E ONE STRAP TOTAL PER BUILT-UP P05T, U.N.0) ROOF FRAMIN6 • 5EE ROOF TRU55 UPLIFT GONNEGTOR SGHEDULE FOR ALL ROOF TRU55 GONNEGTORS. ' ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05B/PLYN000 5HEATHIN6 2446, EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 %"x0.113" RING SHANK NAIL5 (R5R5-01 OR EQUIV) ® 6" O.G. AT PANEL E06E5 $ ®6 O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END $ DRAG TRU55E5 w/ RING SHANK NAIL5 ® 3" O.G. (U.N.0). PROVIDE BLOGKIN6 ALONG PANEL E06E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND GONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY 5ET5. FASTEN EAGH TO TRU55 BELOW w/ 51MP50N VTGR GLIP5 ® 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPEGIFIED BY THE TRU55 MANUFAGTURER, UNLE55 OTHERN15E NOTED. • EREGT AND INSTALL ROOF TRU55E5 PER NTGA 4 TPI'S BG51 I "G UIDE TO GOOD PRAGTIGE FOR HANDLING, IN5TALLIN6 4 BRAGIN6 OF METAL PLATE GONNEGTED WOOD TRU55E5." • ROOF TRU55 SHOP ON65. SHALL BE SUBMITTED TO ARCH $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 8 SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"x0.131" NAIL5 ® 16" O.G. UPLIFT CONNECTORS BEARING CONDITION TRU55 GONNEGTOR LENGTH < 15' 51MP50N H2.5T 51N6LE ROOF TRU55 BEARING ON > 15' 5IMP50N HIOA WOOD STUD NALUWOOD BEAM ROOF 61RDER TRU55 BEARING ON ALL 51MP50N HT520 WOOD STUD NALL/NOOD BEAM 51N6LE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL ROOF G.T., FLUSH BEAM OR ALL (2) SIMP50N HETAI6 FLUSH 6.T. BR6. ON GMU WALL ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE GONNEGTED WITH GONNEGTOR A5 L15TED ABOVE. IT 15 THE RE5PON51BILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT GONNEGTORS PER SEGTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTED HOOD TRU55 GONSTRUGTION". M4K HA5 ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTORS IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-I6. ALL UPLIFT GONNEGTORS AND LOADS PER TH15 DRAWING SHALL SUPERSEDE THE TRU55 MANUFAGTURER'S UPLIFT CONNECTOR SPEGIFIGATIONS AND LOADS SHOWN ON THE SHOP GARDS. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 8 SCHEDULES seal: ``e`�e��t11G�_► �. 4 ;tIr:z .gyp; T IF © cop: �trl( �� kW#11 ng, Inc. az z JLU W LU Z CJ c� Z W a + a � H 9 U C) Cr_ . Q E F- cn � a� •2 j J Z D W o Y e y W C m N � a M&K project number: 068-200 1 1 project mgr: J S B drawn by: DJ R issue date: 01-13-2 2 REVISIONS: date: initial: 03/11/22 DJR (D Z a LL 0 J LL Q z N sheet: J W 0 2 0 Ld 0 Z 4 d) 00 I~ 0 _1 d Q a 0 LL Sm 1 .2 ei LEGENP • ® INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF SHEARNALL 7--.-.-.71 • 1:::::::::1 EXTENT OF OVERFRAMIN6 L--: 'J •---- - - ----INDICATES I/8"xl" 5AN GUT CONTROL JOINT INDIGATES LOCATION OF REINFORCED GMU GORE ED (5EE NOTES) J L METAL HANGER I- 1L O w 4 v 0 IN INDIGATES P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. ROOF FRAM I NC6 • 5EE ROOF TRU55 UPLIFT CONNECTOR SGHEDULE FOR ALL ROOF TRU55 GONNEGTORS. • ROOF 5HEATHING SHALL BE 1/16" MIN. 056/PLYHOOD 5HEATHIN6 24/1, EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/a"x0.113" RING SHANK NAILS (R5R5-01 OR EQUIV) 0 6" O.G. AT PANEL E06E5 8 0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRAG TRU55E5 w/ RING SHANK NAILS 0 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALONG PANEL E06E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE GLIPS ALONG UNSUPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 5HALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY 5ET5. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR GLIPS 0 24" O.G. • ALL METAL HAN6ER5 5HALL BE SPEGIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERN15E NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER NTGA 4 TPI'S BC51 I GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING 4 BRAGIN6 OF METAL PLATE CONNECTED WOOD TRU55E5." • ROOF TRU55 SHOP DH65. 5HALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. • SUPPORT PORCH 8 SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"x0.131" NAILS 0 16" O.G. UPL I r-T CONNECTORS BEARING CONDITION TRU55 CONNECTOR LENGTH < 15' 51 MP50N H2.5T SINQLE ROOF TRU55 BEARING ON > 15' 5IMP50N HIOA WOOD STUD HALL/WOOD BEAM ROOF GIRDER TRU55 BEARING ON ALL 51MP50N HT520 HOOD STUD NALL/NOOD BEAM 51N6LE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU HALL ROOF 6.T., FLUSH BEAM OR L (2) SIMP50N HETAI6 FLUSH G.T. BR6. ON GMU HALL ALL BEARING POINTS OF EACH ROOF TRU55 5HALL BE CONNECTED WITH CONNECTOR A5 L15TED ABOVE. IT 15 THE RE5PON51BILITY OF THE ENGINEER OF RECORD TO DE-516N THE UPLIFT GONNEGTORS PER SEGTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 GONSTRUGTION". MW HA5 ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT GONNEGTORS AND LOADS PER THIS DRAWING 5HALL SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR SPEGIFIGATIONS AND LOADS SHONN ON THE SHOP GARDS. REFER TO 5-0.0 FOR Tl'PIGAL STRUCTURAL NOTES S SCHEDULES seal: �o�1IIII11/1,, *W No 4 -� %0' i ice/ _ 10?='•Cj� ��` © Co K �g A 1 ' g, Inc. a� z LU W W z N CD z W d +� m Z= f- .n c) li • A o. c m Uj E =� a m E a� =J z W Y Ccm W cc g N M&K project number: 068-2001 1 project mgr: J S B drawn by: DJ R issue date: 01-13-2 2 REVISIONS: date: initial: \� w ~ U- Q L R TRIJ55 \ U- z J M. O �--I �(2)LL 2x6 2 2x6 W (L J 25 V 0 z x 5D-2 z a W Ld n 0 J 1.L, U LL z 0 d R00� FRAMING PLAN 0 � 00 U) SCALE: 1/4"=1'-0" (22XS4 SHEET) 0 F. z SCALE: 1/6"=1'-0" (110 SHEET) x J J sheet: Fell Sm 1.3 FILLED GELL5 (5EE PLAN) GONG. OR PAVER DRIVEWAY Ib"x8" THICKEN ED6E W/ (2) #5 GONT. 8" GMU BLOCK 4" GARAGE TOP VIEW @ CORNER 6ARA6E WALL BEYOND GARAGE 5LAB (5EE PLAN) THICKENED EDGE ® 6ARA6E DOOR DETAIL WAa.. krs 8" WIDE GONT. GONG. GURB (1) #5 VERT. FROM FT6.- TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT GELL SOLID z� a� O GRADE o z :III —I f ;IIIIIm =I I — 1 I I��I) #5 DOWEL W/ b" HOOK AT I I —III III I —Ill —I ALL VERT. WALL REINF. 71 I Ili=1 1= III I I' (5EE PLAN5 FOR LOCATION) GLEAN COMPACTED FILL ® 95% WI PTH MONOLITHIC FOUNDATION 5TANDARD DEN5ITY W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 I -STORY: I'-0" WIDE W/ (2) #5 BARS 6A %&r; CURB DETA� I L 5 seai.e: rrr's 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL 50LID z 'q� a� GRADE '=11 =III—II_j R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOUSE 5LAB (5EE PLAN) d n . ° II�IIII 1 I) #5 DOWEL W/ b" HOOK AT I— _=III —I I ALL VERT. WALL REINF. ' 11 1 11 I I=III=1 I I , I I (5EE PLANS FOR LOCATION) GLEAN COMPACTED I I I I I I I I —III I I I- —III..-1i FILL A 15% WI TH MONOLITHIC FOUNDATION 5TANDARD DEN5ITY W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 1=OOTIN6 SECTION W/ BLOCK DETAIL WAS: NM 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL BEYOND OVER 3/4" FURR 5TRIP5 EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD HOUSE SLAB 5ET IN SEALANT (5EE PLAN) PAVERS (5EE PLANS) 11I—III III —III 4. 11I—III E —1I—IIII I '—III—III- I —III III-111III—I � 1— III —I III —I I I I —I I I —III —III I- ' —I ' ►=1 m III I I � . I —III —III- 11- MONOLITHIC I I 'III III 111 111-''' GLEAN COMPACTED III =III= I I' FOUNDATION W/ (2) #5 FILL ®95% 5TANDARD WI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 ENTRY DOOR DETAIL 6 seal.t: Nrs ° ° ° a 8"x8" THICKENED — 5LAB W/ (1) #5 GONT. PA TIO/PORGH/LANAI 5LAB (SEE PLAN) a° EDGE DETAIL &THICKENED scA�: RM 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL 50LID PORGH/PATIO/LANAI 5LAB OR PAVER5 (5EE PLAN) EXP JOINT - v m ` b(41E_- E- llll,r R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOU5E 5LAB (5EE PLAN) �TI}1-(I) #5 DOWEL Wl b" HOOK AT I I I-111- ALL VERT. WALL REINF. ' I I l 1=III=III=1 I III- (5EE PLAN5 FOR LOCATION) GLEAN COMPACTED FILL A c15% MONOLITHIC FOUNDATION STANDARD DEN5ITY WI TH W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL 8 GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER %" FURR 5TRIP5 -PER BUILDER MTL. THRESHOLD 5ET IN SEALANT HOUSE SLAB y "�xb" LONG 5ET Y " GONG. SLAB (5EE PLAN) PRE55lJRE 51MP5ON TITEN HD w/ 2 G OR WIDTH PER ARCH PORGH/PATIO/LANAI TREATED BOTTOM �1'�`' ®4'-0" O.G. FIBERME5H REINF. SLAB OR PAVERS PLATE AND 12" MAX FROM OVER b MIL. (5EE PLAN5) END OF WALL VAPOR BARRIER d ° d PER MANUF. d— — — — ♦ I—_ — —_—_ a ue � =1 11=1 I I- cx 1=1 I I III —III —III —_III_ I I I_I I I_I I I —III =_ __ —I 11=1 11=1 11=1 I I —I '—Ill—_� III—i I < . I I—III—III—� 11111—I I I —III —I I I —I —_ ____ _ III —III —ill —Ill— I I I —III —III —III Ill —III —III —I I f h �— v E III I —I I Ill —III —I � i —I m III I I d. I I —III —III- w Ill —Ill —III —I I —III —Ill —III —I I —III I I I ° a 4:: - vz I —III —III Ill— MONOLITHIC 1'4 MIN m —I I 1=111—III—I I 1-1'' 8" 8:� FOUNDATION W/ (2) #5 (2) #5'S GONT. GLEAN COMPACTED ' III =I I �= I I FILL ® c15% 5TANDARD WI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 I -STORY: P-0" WIDE W/ (2) #5 BARS EXTERIOR OUT5W1 N6 4 56D POURED SILLS DETAIL UPLIFT GONNEGTOR5 5UGH A5 5TUD PLATE TIE5, HURRICANE GLIP5, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALL5 NOT SUBJEGT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE 5UGH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. INT. BEArR I N6 WALL FOOT I N6 DETAIL SLAB RECESS AT SHOWER Y2" GYP. BD. EA. 51DE OF 2x45 ® I b" O.G. Y2" J-BOLTS b" FROM EA. END OF WALL AND 5PAGE A 32" O.G. 2" (b" MIN. EMBED) 2- 5TUD PLATE TIE5 PER ;d PT BOT. PLAN ® 5TUD TOP 4 PLT. BOT. A /d •: , . �j (2) #5'5 GONT. W/ --/ „ 11 3" MIN. CLEAR 8 8 UPLIFT CONNECTORS SUCH A5 5TUD PLATE TIE5, HURRICANE GLIP5, AND ANCHOR BOLT5 ARE NOT REQUIRED ON WALL5 NOT abJEGT TO A GALGULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE 5UGH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. 6ARA6E STEP DOWN DETAIL WAat WS 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO — BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 50" GROUT CELL 50LID cz_cQc L L az O RARE ' l—III—Ill—III- _ —I I I —I 11 PVG CHASE SLEEVE TO BE ' 1=1 11=1 I I I I 1=1 11=� Q 'Il,illllllllllll GLEAN COMPACTED FILL A c15% STANDARD DEN5ITY GHArSE DETA I L 8 sc�e: Hrs R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR 5TRIP5 -PER BUILDER HOUSE SLAB (5EE PLAN) j..4 .. .. - a III-11I-111 11—Ill—III—� I ° 11-1 11-1 I 11- ° =1 I I=1 I � TWICE THE DIAMETER OF =1 11=1I I I =1 I I >�oTEGTED PIPE Illllllil�lll- ' MONOLITHIC FOUNDATION WI TH y�/ (2) #5 GONT. ON CHAIRS 2-STORY: I'-4" WIDE w/ (2) #5 BARS I -STORY: I'-0" WIDE W/ (2) #5 BARS FUTURE V" GMU BLOCK DRILL 6' INTO EX15T'6 5LAB, EPDXY I$ DRIVE I I #5 �DONEL, PROVIDE MIN. - 30 LAP 5PL I GE 1 - I 1 I z a d d a GRADE I II _ ' _ =1 1=1 —1 I a - III -1 I —111_ I i I— #5 VERT. BAR TO BE LOGATED PER PLAN IN GROUTED DELL MISSED DOWEL RETROFIT DETAIL SCALE: NTS SIM. ® GMU STEM FOR DROPPED 6RADE seal �`\5G. - OFr ._ OR10P vaL © COPYnght: p structur mineerinq, Inc. oCD z 0 JUj W W z N Z W J a fx Z= � �� c..� Ali � �a cc UjW =_ 5 Q m Q � z :s W C 0 2 ca LU m _ O N 42 C OC M n IV M&K project number: 068-2001 1 project mgr: JSB drawn by: DJ R issue date: 0 1 - `I 3-2 2 REVISIONS: date: initial: )3/11/22 DJR 5Ird J � Uj W�LL z � � z Ld U) � � U Z � rn a '' O z J � J sheet: SDw I seal.,:: NTs WAU: RIS seaLl:: RIS PROVIDE 50LID SHIM BETW'N TRU55 8 CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 6REATER THAN I Y2' FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 2 %"xO.113" RING SHANK NAILS ® 6" O.G. 2x6 FASGIA -5EE ARCH REINF. MA50NRY LINTEL/ BEAM - 5EE PLAN FOR SPEGIFICATIONS. EXTERIOR WALL 5HT'6. TO RUN CONTINUOUS FULL HEIGHT OF WALL FROM BOTTOM OF RIBBON TO TOP OF DOUBLE TOP PLATE 2 Y2'x0.131" ® 3" O.G. INTO--- 50LE PLATE 6.. SE�Tg/, N 3 SHALLt'-0" 2x GONT. RIBBON (TOP 4 BOTTOM) FASTEN TO EA. TRU55 VERTICAL N/ (2) 3Y4"xO.131" NAIL5 2 Y2"x0.131" ® 3" O.G. INTO BOTTOM GONT. RIBBON PROVIDE 51MP50N HETAI6 EMBEDDED STRAP ® EACH TRU55 (® 1C1.2" O.G. MAX) FASTENED TO END TRU55 VERTICAL OR TO BLOCKIN6/RIBB0N VERT WALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. CMU WALL -5EE PLAN FOR VERT. d HORZ. REINF. 5PEG5 SECTION VALLEY 5ET OVERFRAMIN6 5EE UPLIFT CONNECTOR SGHEDULE ON PLANS FOR CONNECTOR SPEGIFIGATIONS CONNECT EACH END OF MA50NRY LINTEL TO TOP OF PIER/ WALL N/ (1) #5 BENT DOWEL N/ 24" LE65 " PROVIDE 5OLI1? SHIM BETW'N TRU55 4 CONNECTOR IF TRU55 LOCATED LE55 THAN I YY FROM CONNECTOR. WHERE TRU55 15 6REATER THAN I Y2" FROM GONNEGTOR, REFER TO TYPICAL RETROFIT DETAIL Q. 2x EXTERIOR WALL -5EE PLAN FOR 5HEATHIN6 AND CONNECTION 5PEG5. FASTEN 50LE PLATE TO GONT. RIBBON N/ 3"x0.131" NAILS ® 6" O.G. $ 5HEATHIN6 TO GONT. RIBBON W 2 Y2"xO.131" NAILS ® 6" O.G. FLOOR TRU55E5 -PER PLAN 8" GMU BOND BEAM W/ (1) #5 GONT. I ROOF 5HEATHIN6 FASTEN EACH OVERFR TRU55 TO TRU55 BELOI WITH (1) 5IMP50N VTGR ® 24" O.G. ROOF TRU555 TYPICAL OVERPRAM I NG GONNECTI ON DETAIL SCALE: N.T.S. FASTEN DBL 50LE PLATE OF 2x WALL TO BOND BM. N/Y2" DIA. ANCHOR BOLTS ® 32" O.G. WITH I" (MIN.) EMBEDMENT. FASTEN EXTERIOR SHEATHING TO 2x 51LL PLATE N/ 2Y2'x0.131" NAILS ® 3" O.G. 8" GMU BOND BEAM N/ (1) #5 BARS GONT. 8" REINF. GMU WALL - -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 2x EXTERIOR WALL ® STAIRS OR 2-5TORY SPAGE -5EE PLAN FOR 5HEATHIN6 AND CONNECTION 5PEG5. VERT WALL REINF. TO EXTEND INTO BOND BEAM @�Fd_TRa/,� 2x EXTERIOR WALL -5EE PLAN FOR 5HEATHIN6 AND CONNECTION 5PEG5. EXTERIOR WALL 5HT'G. TO RUN- GONTIN000S FULL HEIGHT OF WALL FROM BOTTOM OF LADDER TRU55 TO TOP OF DOUBLE TOP PLATE 2 Y2"xO.131" ® 3" O.G. INTO 5OLE- PLATE LADDER TRU55. FASTEN LADDER- TRU55 TO EA. BLKG PANEL N/ (3)3 Y4"xO.131" NAIL5 MIN. 2 Y2"xO.131" ® 3" O.G. INTO LADDER TRU55 FASTEN LADDER TRU55 TO GMU- BOND BEAM N/ 51MP50N HETAI6 EMBEDDED STRAP ® 16" O.G. STRAP MAY BE INSTALLED ON IN510E OR OUT5IDE FACE OF TRU55 VERT WALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. GMU WALL -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 p, SECTION 38 SCALE: 8/4"=I'-0" FASTEN 50LE PLATE TO TOP CHORD OF LADDER TRU55 N/ 3"xO.131" NAILS ® 6" O.G. FASTEN FLOOR FLOOR TRU55E5 5HT6. TO FIRST -PER PLAN TRU55 N/ 3"xO.131" NAILS ® 6" o.c. 2x4 (MIN) 5PF #2 BLOCKING A5 SHOWN AT 48" o.c. FACE NAILED TO TRU55 TOP 4 BOTTOM CHORD w/ (4) 3"xO.131" NAIL5. 8" GMU BOND BEAM W/ (1) #5 GONT. ALL LAPS IN MA50NRY 25" RUNNING BAR #5 BENT CORNER BAR GROUTED CELL TYP. CORNER PERT. WALL FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 2 %"x0.113" RING SHANK NAILS ® 6" O.G. �Q 2x FASCIA -5EE ARCH 2x SHEAR WALL - 5EE PLAN FOR SPEGIFIGATIONS. - SECTION FASTEN TOP CHORD OF END TRU55 OR 2x4 NAILER THRU WALL 5HEATHIN6 TO EXT. WALL 5TUD5 N/ 3"x0.131" NAILS ® 16" O.G. FLOOR TRU55E5 -5EE PLAN 8" GMU BOND BEAM h/ (1) #5 GONT. - 5EE UPLIFT CONNECTOR SGHEDULE ON PLANS FOR CONNECTOR SPEGIFIGATIONS FASTEN ROOF TRU55 TO DOUBLE TOP PLATE N/ (3) 3 Y4"xO.131" TOENAILS 2x4 o 16"O.G. FASTEN€P- TO GABLE END TRU55 w/ (20'xO.131" TOENAILS. GYPSUM BOARD' q„ P PER ARCH FOR FIREPROOFING GABLE END VERTICAL WEB REINFORGIN6 A5 REQURIED BY TRU55 MANUF. 3Y4"x0.131" TOENAILS ® 12"- O.G. GONNEGTIN6 BOTTOM CHORD TO TOP PLATE FASTEN BOTTOM CHORD OF GABLE END TRU55 TO TOP PLATE WITH 51MP50N A35 GLIPS ® 32" O.G. FASTEN BOTTOM OF 2x4 BRACE TO DBL. TOP PLATE W (1) 51MP50N H2.5T 4 (2)3 Y4"xO.131" TOENAILS FASTEN ROOF 5HEATHIN6 TO END TRU55 OR 2x4 NAILER N/ 2 Y2'xO.131" NAILS ® 6" o.c. FASTEN BOTTOM CHORD OF END TRU55 OR 2x4 NAILER TO LADDER TRU55 VERTICAL OR 2x RIBBON N/ 3"xO.131" NAIL5 ® 16" O.G. VERT WALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. GMU WALL -SEE PLAN FOR VERT. d HORZ. REINF. 5PEG5 FASTEN SHEATHING TO 2x4- BLOCKING N/ 2 %"xO.113" RING SHANK NAILS ® 4"O.G. 2'-0" MIN i ROOF 5HT6 SHALL BE GONT. 24" MIN ONTO.ROOF L2x4 BRACE N/2x4 T-BRACE, SPAGED ® 4'-0" O.G. MAX. FASTEN 2x4 TO 'T' w/ 3 Y4"xO.131 " NAILS o 12" O.G. (NOT REQV AT TRU55 HEI(5HT5 4'4- OR SHORTER) SECTION 26 xALM 3/4'=1'-0" SHEARWALL ABOVE --\ FASTEN 5HEATHIN6 TO BLOCKING N/ 2 3/8'xO.1 NAILS ® 6" O.G. INSTALL 5HEATHIN6-\ PRIOR TO INSTALLING LOW ROOF TRU55E5 LOW ROOF TRU55E5 -5EE PLAN PROVIDE ADD'L VERTICAL IN TRU55 FOR BEARING 2x LEDGER -REFER TO "ROOF FRAMING NOTES" EXTEND EXTERIOR 5HEATHIN6 TO BOTTOM OF FLOOR 5Y5TEM 6� SECTION 06 SECTION SCALE: 8/4"=I'-O" 2x4 BLOGKING N/ (3)3 Y4"x0.131" TOENAILS EACH END (4) 3 Y4"x0.131" NAILS PROVIDE 2x4 BLOGKING ® 48" O.G. IN FIRST (3) BAYS OF ROOF TRU55E5-GUT TO FIT TIGHT BETWEEN TRU55 BOTTOM CHORDS AND NOTCH AROUND SILL PLATE FASTEN DRYWALL TO BLOGKIN6 N/SGREWS /NAILS ® 6" O.G. 2x6 CONT. BLOGKIN6 FASTENED TO EA. STUD N/ (3) 3"4.131" NAILS FASTEN SOLE PLATE TO FLUSH BEAM N/ 3"x0.131" NAIL5 ® 6" O.G. FLOOR TRU55E5 (SEE PLAN) FLUSH BEAM OR FLOOR G.T. (5EE PLAN) seal: xv�e�1i �\ F •� - j\• %.� ZZ © coPYd9ht �id AMgma`\I\nc.`` StN omCD Z z JLU W Z_ 09 CJ Z 09 w J Q oa,. N Z= .n U W_ A Q CME CE W� - OC O° E A Jz Q M� LOU Y y LY m _ g N IV M&K project number: 068-2001 1 project mgr: J S B drawn by: DJ R issue date: 01 - 13-2 2 REVISIONS: date: initial: (n J J o t. LU W Q 0 z 0 � a J LO d UJ O l- U z 0 fY } F, Y z W .1 J sheet: LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REQU I RED ALL APPL I GABLE AREAS. THESE WHERE 5PEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. SDM2 BOND -BEAM _,----CONTIN. PRECAST HEADER � 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE GA5T-GRETE WINDOW SILL, WINDOW SILL, OR EQUIV. OR EQUIV. DOUBLE WINDOW QtA50NRYP 1 ER DETA IL LE: NT5 TRIPLE WINDOW SIM. NOTES: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). 2. PROVIDE %'" DIA. HOLE FOR DOWEL, BLOW OR BRUSH GLEAN. 3. FOLLOW MANUF. INSTALLATION INSTRUCTIONS. FUTURE b" GMU BLOCK #5 VERT. BAR TO BE LOCATED PER PLAN DRILL 6" INTO EXI5T'671r1;7;DT_ IN GROUTED CELL SLAB, EPDXY 4 DRIVE I J #5 DOWEL, PROVIDE MIN. 50" LAP SPLICE I I I O I I z GRADE I I —I I I—i I I-1 I I —I I I- —I I I —I I —III44 I I —I I I—i i I —I I —I I MI I MI 11- Q —III—III—III � III —I � I —I � i '�=1�I=ICI ili—ICI- MISSED DOWEL RETROFIT DETAIL 'J SCALE: NTS SIM. s CM STEM POR DROPPED 6RADE SEE TYP. FOUNDATION DETAILS FOR ADDITIONAL INFORMATION NOT SHOWN HERE 4xb P.T. POST PROVIDE (1) 51MP50N L5TAI8 STRAP ON EACH EXTERIOR FACE OF POST, q" MIN END LENGTH DROPPED BEAMS PER PLAN REAR WOOD LANAI TYP. BEAM TO POST GONN. RETROP I T DET�r I L P SCALE= S/4"=1'-O' 2x OR 1" 056 DEGKIN6 — (TYP ) SEE DETAIL I ON 5TRUGTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT 5HOWN HERE FASTEN EA. ROOF TRU55 TO GMU W/ 51MP50N M5TMIb TW15T STRAP. FASTEN STRAP TO GMU W/ (4) Y4" DIA. x 2 Y4" LONG TITEN 5GREW5 PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EACH TRUSS. PROVIDE 2x FLAT BLOGKIN6 FIT T16HT TO ROOF TRUSSES ® EVERY OTHER BAY FASTENED TO GMU W/ (3) Y4" DIA. x 3 Y2" LON6 TAPGON5. FASTEN BLOGKIN6 TO ROOF TRU55E5 W/ (2) 3Y4"xO.131" NAILS o EA. END. FASTEN EVERY OTHER TRUSS (W/ WEB BLOCKING A5 REQ'D) TO 2x BLOGKIN6 W/ (1) 51MP50N A35 CLIP — RETI IT IIETAIL Q SCALE: STAIRS (2)2x8 FLUSH BEAM � BEYOND (1) 51MP50N A35 GLIP o EA. J015T TOENAILS ® EA. STRINGER ®EA. (3) 51N6LE PLY 2x12 SOUTHERN PINE #2 (OR BETTER) 5TRIN6ER5 (1) 51MP50N A35 ® EA. 5TRIN6ER 2x6 P.T. BOTTOM PLATE FASTENED TO CONCRETE W/ (3) Wb" DIA. x 54" LONG TITEN 2 5GREW5 2xb LANDING J015T ® 16" O.G. 2xb LEDGER FASTENED TO GMU Wl (21 Y4" DIA. x 3Y4" LONG TITEN 2 5GRE1^5 GMU WALL SEE DETAIL 31 ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT 5HOWN HERE PROVIDE 50LID BLOGKIN6 AS REQ'D FOR STRAP FA5TENIN6 =ULL DEPTH BLOGKIN6 'V'8" 055 (MIN.), 1%'" LVL OR TRU55 FLOOR TRU55E5 3LOCKIN6 PER MANUF.) ® 46" -PER PLAN D.G. FASTENED TO 2x BLOGKIN6 ,q/ (1) 51MP50N A35 GLIP FASTEN EVERY OTHER TRUSS TO GMU W/ 51MP50N MT5MIb TW15T STRAP. FASTEN STRAP TO GMU W/ (4) Y4' DIA. x 2 Y4" LON6 TITEN 5GREW5 2x6 FLAT BLOGKIN6 (BETWEEN TRU55E5 - 16" MIN. LEN(5TH) FASTENED DOWN TO GMU W/ (3) Y4" DIA. x 3 Y2" LONG TAPGON5 ® EA BAY. FASTEN RIBBONL, THRU WALL 5HT6., TO 2x BLOCKING W/ %'4"xO.131" NAILS ® 3' ox_ FLOOR TRUSSES - SEE PLAN FLOOR G.T. ' - PROVIDE VERTICALS OR 50LID BLOGKIN6 o EA. STRINGER LOCATION STIR SECTION I SCALE: s/4' (1) 51MP50N A35 CLIP EA. 5TRIN6ER (2)2xb FLUSH BEAM SEE DETAIL 38 ON 5TRUGTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT 5HOWN HERE FLOOR TRUSSES -PER PLAN FASTEN BLOGKIN6 TO GMU W/ 51MP50N MT5MIb TW15T STRAP. FASTEN STRAP TO GMU W/ (4) Y4" DIA. x 2 Y4" LONG TITEN 5GREW5 2xb FLAT BLOCKING TO EA. SIDE OF 056 BLOGKIN6 (I6" MIN. LENGTH) FASTENED DOWN TO GMU W/ (3) Y4" DIA. x 3 Y2" LONG TAPGON5. FASTEN LADDER TRU55, TO 2x BLOGKIN6 W/ 3"xO.131" An TOENAILS ® 3" o.c. RETROFIT DETAIL RAU. S/4'=I'-O' seal: ``\\W 11 t 1//o/# .6: copyn Ai EAQieerinq, Inc. = z z J� w w N z ED Z W 1:1- _J Q � H A a U m c Sa Q• Jz W 0 L 'D y m C c� c. M&K project number; 068-2001 1 2x OR 1" 056 project JSB DECKING (TYPJ drawn by: DJ R (3) 51N6LE PLY 2x12 SOUTHERN PINE #2 issue date; 01 - 13-2 2 (OR BETTER) 5TRIN6ER5 (1) 51MP50N A35 CLIP REVISIONS: ® EA. STRINGER date; initial; 2x4 BLOCKING BETWEEN 5TRIN6ER5 FASTENED TO 03/11/22 DJR ORMA" REA" \ BEAM BELOW W/ (3)I0d NAILS � (3)I0d TOENAILS ® EA. J015T 2xb LEDGER FASTENED TO GMU W/ (2) Y4" DIA. x 5V4" LONG TITEN 2 5GREW5 ® I6" O.G. QJ EXTERIOR a 2xb LANDING GMU WALL J015T ® 16" O.G. C h j J J � LL LLJ W � � z Q x (L J U) <� IIJ < O � L) z z co J J sheet: LETTERED DETA I L5 ARE TYPICAL FOR NUMBERED DETA I L5 ARE PLAN TH 15 HOME a SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REGU I RED ALL APPL I GABLE AREA5. THESE WHERE 5PEG I F I GALLY I ND I GATED SD1N3 DETA I L5 ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. t, , M1, i .. _. J _.,_ _ 1. i i .. .0 = Ah i v.. 1 -- _ __ - - - _ _="'�.i 1. PERMANENT ROOF TRUSS BRACING NOTES: (51N6LE FAMILY HOME OR TOWNHOU5E CONSTRUCTION, WITH ROOF TRUSSES SPACED NO MORE THAN 24" 0.6) I. WOOD TP155B SHALL BE 13RAGED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENT SAFETY INFORMATION (BG51) "GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, RE5TRAINING E BRACING OF METAL PLATE CONNECTED WOOD TRUSSES," (2008 EDITION). 2. TOP CHORD BRACING: TOP CHORDS SHALL BE BRACED BY DIREGT-APPLIED PLYWOOD/0513 SHEATHING. • IF SHEATHING 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU% OR TO PURLIN5 FASTENED TOP CHORD, CONTACT MW FOR BRAGING DE516N. 3. BOTTOM CHORD BRACING: a. THE 130TTOM CHORDS SHALL BE BRACED BY DIRECT -APPLIED G.W.B. GEILING 4. WEB MEMBER BRAGING: THE TRU55 MANUFACTURER SHALL INDICATE THE TRU55 MEMBERS (WEBS, VERTIGAL5) THAT REQUIRE LATERAL BRAGIN65/1RE5TRAINT. a. 'T' OR 'L' BRACE: WHERE BRACING 15 REQUIRED A5 INDICATED ON SHOP DRAWING, UTILIZE 'T' OR 'L' BRACES (REFERENGE BG51-63 FIGURES 53-I6 d 53-M). SHOP APPLIED REINFORCEMENT PER BG51-63 FI6URE5 83-22 $ 5G-23 15 ACCEPTABLE. • 'T' b 'L' REINFORGING MATERIAL SHALL MATCH THE 51ZE OF THE WEB/VERTIGAL MEMBER. • 'L' t 'T' REINFORGING TO BE A MINIMUM OF qO% OF THE LENGTH OF THE WEB/VERTIGAL MEMBER. • FA5TEN 'L' OR 'T' REINFORGING TO WEB/VERTIGAL W/ Ibd GUN NAILS (0.13lx3 I/2") AT b" O.G. b. CONTINUOUS LATERAL BRAGING ALTERNATE: WHEN THREE (3) OR MORE 51MILARLY GONFIGURED ROOF TRUSSES ALIGN, CONTINUOUS ROWS OF LATERAL BRAGING MAY BE USED IN LIEU OF THE ABOVE -NOTED 'L' OR 'T' BRAGE5. • CONTINUOUS ROW5 OF LATERAL BRAGING SHALL CONSIST OF MINIMUM 2x4. RON5 SHALL 13E LAP SPLICED ONE TRU55 BEYOND IN EACH DIRECTION. SECURE BRACE TO EACH TRU55 COMPRESSION WEB W (2) Ibd GUN NAILS (0.131x3 1/2"). • CONTINUOUS LATERAL BRACING SHALL BE RESTRAINED BY DIAGONAL BRAGING (MIN. 2' THICK NOMINAL LUMBER $ MINIMUM 5PF 'STUD' GRADE MATERIAL). THI5 BRAGING 15 TO BE CONTINUOUS. PROVIDE ONE ROW OF DIAGONAL BRACING AT VERTICAL V`IEB MEMBERS OF TRU55E5 CLOSEST TO EACH GABLE END WALL 4 ADDITIONAL DIAGONALS AT 20'-0" AS REQUIRED. DIAGONAL BRACE NAILED TO OPP051TE PROVIDE (2) Ibd NAILS o 51DE OF WEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIREGT-APPLIED PLYWOOD/0513 A ROOF 5HEATHING CONTIN. LATERAL BRAGING TO LAP ACROSS MIN. (1) TRU55 BAY A5 5HOWN 2x 5TRON5BAGK (NOT REQ V FOR STRUCTURE) DIRECT -APPLIED PLYWD/05B M DIREGT-APPLIED GWB GEILING SECTION B-B ALTERri1TE WRW MW (3) OR MOM 5M4M MSSM ARE Sr+OJW R C DIREGT-APPLIED GWB GEILING - TYPICAL TRU55 ELEVATION GOMPRE5510N WEB (5LOPING OR VERTIGAL) CONTINUOUS LATERAL BRACE ALTERNATE o (3) OR MORE ADJACENT 51MILAR TRU55E5 (5EE INDIV. TRU55 SHOP DRAWINGS FOR LOCATIONS) 2x STRONGBACK MAY BE INSTALLED FOR GON5TRUGTABILITY TO KEEP EVEN SPACING AT BOTTOM CHORD (NOT REQ V FOR STRUCTURE) WEB MEMBER REQUIRING BRACING AS INDICATED BY TRU55 MANUFACTURER 2x 5TRONGBAGK5 MAY BE INSTALLED FOR CON5TRUGTABILITY TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REQV FOR 5TRUGTURE) 'L' OR 'T' BRACING o WEBS DE516NATED BY TRU55 MANUF. PERMANENT TRUSS BRAG I NG DETA I L5 $ NOTES J . �G4 COMPONENT � GLADDIN6 PRE55URE ZONES Gomponent5 $ Gladding Wind Pre55ure5 UP TO 140 MPH Wind Zone ExI2. B, Risk Gat. II Enclosed, 0.18 Int. Pre55ure Goeff. MEAN ROOF ZONE PRE-55URE-50 ZONE PRE550RE50 HT: 25 FT. (�F) (P5F) ROOF (HIP) 0 +14A -26.6 2r +14A -36.8 20" TO 27° 2e +14A -36.8 O3 +14.q -36.8 OI +14A -26.3 2r +141 -45.1 ROOF 2e +14A -28.3 0 +14A -45.1 (GABLE) 20' TO 27" 0 +14A -45.1 0 +14.01 -53.6 O +21.2 _22.11 WALLS O5 +21.2 -28.3 " OTE:Pressures charted here are allowable pressures and are permitted to be converted per A5GE 7-I6 section 2.4.1 to get an equivalent ultimate load pressure. Divide allowable pressures by a factor of 0.6 to obtain ultimate pressures. Values are based on worst case scenario of 10 p5f (eff. area). Refer to notes on 5-0.0 for roof/wall nailing requirements. seal: �N G. F • ��c�NsF•.irc i�� 1 : O N�`�� `/Y�j'��'NAt. © copyright : r�u.�11M Structural Engineering, Inc. QU Z J� w W N Z_ CM Z W Oa.. J a) Q 0 E Z1 U r 4 t- `o (10 LU a a� JH z W y m W C N W c+) a 7 M&K project number: 068-2001 1 project mgr: JSB drawn by: DJ R issue date: 0 `I - 13-2 2 REVISIONS: ■ date: initial: ■ ro SCALE: NONE DIRECT APPLIED CaILIN6 r n �r••a 0 J �.L w 1J 0 z Q 2 IX IL <� LIJ 0 U U � 00 W J_. x > 0 z ( JJ sheet: LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN THIS HOME i SHALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REQU I RED ALL APPL I GABLE AREAS. THESE WHERE SPEG I F I GALLY I ND I GATED w DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. IPBSBl F- 0 l.LC Vc� LV