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HomeMy WebLinkAbout6785 Branham Mill Ctk M 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 Ca) 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 q CENTER LINE OPT OPTIONAL CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD COL. COLUMN OZ OUNCE CONC. CONCRETE 1/R ONE ROD COND. CONDITION 1/S ONE SHELF CONT. CONTINUOUS CANT. CANTILEVER PC PRECAST CLG. CEILING PDS PULL -DOWN STAIR CM CROWN MOLDING PKT POCKET DOOR CR CHAIR RAIL PNL PANEL PLYWD PLYWOOD D DRYER PREFAB PREFABRICATED d PENNY PR PAIR DBL. DOUBLE PROJ PROJECTED DIA. DIAMETER PSI POUNDS PER SQUARE INCH DIR. DIRECTION PSF POUNDS PRE SQUARE FOOT DN DOWN P.T. PRESSURE TREATED DR DOOR DW DISH WASHER QUAD QUADRUPLE DWG DRAWING D.S. DOWNSPOUT REF REFRIGERATOR DTL DETAIL REINF REINFORCED REQ'D REQUIRED EA. EACH RNG RANGE E.J. EXPANSION JOINT R.O. ROUGH OPENING ELEC. ELECTRICAL R RISER ELEV ELEVATION RND ROUND EQ. EQUAL R&S ROD AND SHELF EQUIP. EQUIPMENT EXP EXPANSION SC SOLID CORE EXT. EXTERIOR SCHEM SCHEMATIC EE EACH END SHLF SHELF SHT SHEET FD FLOOR DRAIN SHWR SHOWER FIN. FINISHED FLOOR SIM SIMILAR FND. FOUNDATION SH SINGLE HUNG FLR. FLOOR S.S. STAINLESS STEEL FP FIREPLACE STL STEEL FR FIRE RATED STRUCT STRUCTURAL FXD FIXED SUSP SUSPENSION FRM FRAME SGD SLIDING GLASS DOOR FTG FOOTING SQ SQUARE GA. GAUGE T TREAD GALV. GALVANIZED TB TOWEL BAR GC GENERAL CONTRACTOR T&G TONGUE AND GROOVE GEN GENERAL TEMP TEMPERED GYP. GYPSUM T.O. TOP OF GL GLUE LAM TR TOWEL ROD GLS GLASS TRPL TRIPLE TYP TYPICAL H HIGH HC HOLLOW CORE U.N.O. UNLESS NOTED OTHERWISE VERT VERTICAL HGT. HEIGHT V.L.I.F. VERIFY LOCATION IN FIELD HDR. HEADER HB HOSE BIBB W WASHER HORIZ. HORIZONTAL W/ WITH INSUL. INSULATION WC WATER CLOSET INT. INTERIOR WD WOOD WWM WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB TM VT Companies 90 Matawan Road LLC Matawan, NJ 07747 (732) 383-2200 DUPONT ASPIRE ELEVATION "A" 6785 BRANHAM MILL COURT ZEPHYRHILLS, FL 33542 LOT 048 TERMITE TREATMENT TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." RELEASE HISTORY AREA TABULATION: ELEVATION "A" 1 ST FLR A/C 1830 SQ. FT. TOTAL A/C 1830 SQ. FT. ENTRY 43 SQ. FT. GARAGE 410 SQ. FT. LANAI 120 SQ. FT. TOTAL U R 2403 SQ. FT. BUILDING DATA THESE PLANS HAVE BEEN PREPARED TO MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 7th Edition (2020) RESIDENTIAL l APPLICABLE SUPPLEMENTS OCCUPANCY: R3 BUILDING TYPE: VB SPRINKLED: NO DRAWING INDEX CS1 CS2 A1.1 A2.1 A2.2 A3.1 A5.1 A5.2 WP1 E1.1 P1.1 S-0.0 F-1.0 F-2.0 S-1.3 SD-1 SD-2 PBSB-1 COVERSHEET & BUILDING DATA GENERAL NOTES FIRST FLOOR PLAN FRONT & REAR ELEVATIONS SIDE ELEVATIONS ROOF PLAN BUILDING SECTIONS TYPICAL WALL SECTIONS WATERPROOFING DETAILS FIRST FLOOR ELECTRICAL PLAN SLAB PENETRATION PLAN STRUCTURAL NOTES SLAB PLAN BLOCK PLAN ROOF FRAMING PLAN FOUNDATION DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS lr W _ I _zj w O 8- >�Q0 WZ)0I-- CnUWW ¢�wl— �tr�cr z�W zz �_j Waa __ �c/)oo0 �F-Qzo q) cz' c o� 0 0 0 U c O �► w 00 wA O Lo LL�U) z i� 0 M ~ wA w j > 0� U Im U) 0 (L O_ E U) W U) Og c� � Zaa aaa COMMUNITY; LINKS @ CALUSA SPRINGS PLAN # 6101 RELEASED:12/23121 SHEET cs "I GENERAL CONSTRUCTION NOTES DWELLING -GARAGE SEPARATION: R308.4.3 GLAZING IN WINDOWS R311.7.8.2 CONTINUITY ROOF ASSEMBLIES: GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A R302.5 DWELLING -GARAGE OPENING AND PENETRATION PROTECTION SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER R903.2 FLASHING OPENINGS AND PENETRATIONS THROUGH THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR FLASHINGS SHALL BE USED TO SEAL ROOFING SYSTEMS, WHERE THE SYSTEM IS INTERRUPTED OR THE GARAGE SHALL BE IN ACCORDANCE WITH SECTIONS R302.5.1 THROUGH R302.5.3. 1. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE FEET, SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 11/2 TERMINATED AND SHALL BE INSTALLED IN A MANNER THAT PREVENTS MOISTURE FROM ENTERING THE WALL 2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES ABOVE THE FLOOR, INCHES (38 MM) BETWEEN THE WALL AND THE HANDRAILS. AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE PERMEABLE MATERIALS AND AT R302.5.1 OPENING PROTECTION 3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES ABOVE THE FLOOR; AND INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES, 5. MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. EXCEPTIONS: 1. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE TURN. R903.2.1 LOCATIONS NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED 2. THE USE OF A VOLUTESTARTING EASING OR STARTING NEWEL SHALL BE ALLOWED TURNOUT, , 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 OVER THE LOWEST TREAD. ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. WHERE FLASHING IS OF METAL, THE METAL ONEYCOMBCORE STEEL DOORS NOT LESS THAN 13/8 INCHES (35 MM) THICK, OR 20-MINUTE FIRE -RATED GLAZING IN WALLSENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBSSPASWHIRLPOOLS SHALL CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN PROVIDED IN TABLE R903.2.1 OR IN D, DOORS. , , , SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE R311.7.8.3 GRIP -SIZE COMPLIANCE WITH RAS 111. EXCEPTION: FLASHING IS NOT REQUIRED AT HIP AND RIDGE JUNCTIONS. R302.6 DWELLING -GARAGE FIRE SEPARATION THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL ANY STANDING OR WALKING SURFACE SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. THIS GRASPABILITY. R903.2.3 MEMBRANE FLASHINGS COMPLY WITH SECTION R302.5. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R702.3.5. SHALL APPLY TO SINGLE GLAZING AND EACH PANE IN MULTIPLE GLAZING. ALL MEMBRANE FLASHING SHALL BE INSTALLED ACCORDING TO THE ROOF ASSEMBLY MANUFACTURER'S THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE 1. TYPE 1. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT PUBLISHED LITERATURE. PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. EXCEPTION: GLAZING THAT IS MORE THAN 60 INCHES, MEASURED HORIZONTALLY AND IN A STRAIGHT LESS THAN 11/4 INCHES (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL IS NOT LINE, FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SWIMMING POOL OR FROM CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF NOT LESS THAN 4 INCHES (102 MM) AND NOT R905.1.1.1 UNDERLAYMENT FOR ASPHALT, METAL, MINERAL SURFACED, SLATE AND SLATE -TYPE ROOF THE EDGE OF A SHOWER, SAUNA OR STEAM ROOM. GREATER THAN 61/4 INCHES (160 MM) WITH A CROSS SECTION OF DIMENSION OF NOT MORE THAN 21/4 COVERINGS TABLE R302.6 DWELLING -GARAGE SEPARATION INCHES (57 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 MM). UNDERLAYMENT FOR ASPHALT SHINGLES, METAL ROOF SHINGLES, MINERAL SURFACED ROLL ROOFING, FROM THE RESIDENCE AND ATTICS R308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS SLATE AND SLATE -TYPE SHINGLES, AND METAL ROOF PANELS SHALL COMPLY WITH ONE OF THE FOLLOWING NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INCHES ABOVE THE 2. TYPE II. HANDRAILS WITH A PERIMETER GREATER THAN 61/4 INCHES (160 MM) SHALL HAVE A METHODS: FROM HABITABLE ROOMS ABOVE THE GARAGE G NOT LESS THAN 5/8-INCH TYPE X GYPSUM BOARD OR EQUIVALENT PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF STAIRS GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. THE FINGER RECESS SHALL BEGIN 4. TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT SHALL BE STRUCTURE(S) SUPPORTING FLOOR/CEILING ASSEMBLIES USED FOR SEPARATION REQUIRED BY THIS AND RAMPS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. WITHIN A DISTANCE OF 3/4 INCH (19 MM) MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF NOT LESS THAN 5/16 INCH (8 MM) WITHIN 7/8 INCH (22 MM) BELOW THE INSTALLED AS FOLLOWS: APPLY A 19-INCH (483 MM) STRIP OF UNDERLAYMENT FELT PARALLEL TO AND SECTION STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING AT THE EAVE, APPLY R308.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR NOT LESS THAN 3/8 36-INCH-WIDE (914 MM) SHEETS OF UNDERLAYMENT, OVERLAPPING SUCCESSIVE SHEETS 19 INCHES (483 MM); NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS INCH (10 MM) TO A LEVEL THAT IS NOT LESS THAN 13/4 INCHES (45 MM) BELOW THE TALLEST PORTION OF END LAPS SHALL BE 6 INCHES AND SHALL BE OFFSET BY 6 FEET. THE UNDERLAYMENT SHALL BE ATTACHED THAN 6 INCHES ABOVE THE LANDING AND WITHIN A IN H HORIZONTAL AR LESS THAN 180 DEGREES 3 C S O G 60-INCH C S THE PROFILE. THE WIDTH OF THE HANDRAIL ABOVE THE RE O RECESS SHALL BE NOT LESS THAN 11/4 INCHES - TO A NAILABLE DECK WITH CORROSION RESISTANT FASTENERS WITH ONE ROW CENTERED IN THE FIELD OF R302.7 UNDER -STAIR PROTECTION FROM THE BOTTOM TREAD NOSING SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. (32 MM) AND NOT MORE THAN 23/4 INCHES (70 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12 INCHES (305 MM) O.C., AND ONE ROW AT THE END ENCLOSED SPACE UNDER STAIRS THAT IS ACCESSED BY A DOOR OR ACCESS PANEL SHALL HAVE WALLS, INCH (0.25 MM). AND SIDE LAPS FASTENED 6 INCHES (152 MM) O.C. UNDER -STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH (12.7 MM) GARAGES: GYPSUM BOARD. GUARDS; 5. TWO LAYERS OF A REINFORCED SYNTHETIC UNDERLAYMENT THAT HAS A PRODUCT APPROVAL AS AN ALTERNATIVE TO UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE 11 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 ANDSMOKE-DEVELOPED IND $ EX: GARAGE FLO R SURFACES HALL BE F APPROVED NONCOMBUSTIBLE MATERIAL. O S C S S O RO NONCO US AT R312.1.1 WHERE REQUIRED D4533 AND A MINIMUM TENSILE STRENGTH OF 20 LBF/INCH IN ACCORDANCE WITH ASTM D5035, AND SHALL GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF OPEN -SIDED WALKING SURFACES, INCLUDING MEET THE LIQUID WATER TRANSMISSION TEST OF SECTION 8.6 OF ASTM D4869. SYNTHETIC UNDERLAYMENT '�i302.9 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR WALL AND CEILING FINISHES THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO STAIRS RAMP AND LANDINGS THAT ARE LOCATED MORE THAN � S C O N 30 INCHES (762 MM) MEASURED SHALL BE INSTALLED AS FOLLOWS: APPLY A STRIP OF SYNTHETIC UNDERLAYMENT THAT IS HALF THE WIDTH FLAME SPREAD AND SMOKE -DEVELOPED INDEXES FOR WALL AND CEILING FINISHES SHALL BE IN FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 24 INCHES (610 MM) HORIZONTALLY OF A FULL SHEET PARALLEL TO AND STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4. TO THE EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD. STARTING AT THE EAVE, APPLY FULL SHEETS OF REINFORCED SYNTHETIC UNDERLAYMENT, OVERLAPPING EGRESS: SUCCESSIVE SHEETS HALF THE WIDTH OF A FULL SHEET PLUS THE WIDTH OF THE MANUFACTURER'S R312.1.2 HEIGHT SINGLE -PLY OVERLAP. END LAPS SHALL BE 6 INCHES AND SHALL BE OFFSET BY 6 FEET. SYNTHETIC R302.10 FLAME SPREAD 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 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 I EXCEPTION: GRADE FLOOR OR BELOW GRADE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. A THICKNESS OF NOT LESS THAN 32-GAGE SHEET METAL. POWER -DRIVEN METAL CAPS SHALL HAVE A IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO CUT OFF BOTH VERTICAL AND LESS THAN 5 SQUARE FEET. 2. WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDES OF STAIRS, THE TOP MINIMUM THICKNESS OF 0.010 INCH. MINIMUM THICKNESS OF THE OUTSIDE EDGE OF PLASTIC CAPS SHALL BE HORIZONTAL CONCEALED DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN OF THE GUARD SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE THAN 38 INCHES (965 MM) 0.035 INCH. THE CAP NAIL SHANK SHALL BE NOT LESS THAN 0.083 INCH FOR RING SHANK CAP NAILS. CAP NAIL STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. R310.2.2 WINDOW SILL HEIGHT AS MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. SHANK SHALL HAVE A LENGTH SUFFICIENT TO PENETRATE THROUGH THE ROOF SHEATHING OR NOT LESS WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL HAVE A THAN 3/4 INCH INTO THE ROOF SHEATHING. FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAMED CONSTRUCTION IN THE FOLLOWING LOCATIONS: SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR. R312.1.3 OPENING LIMITATIONS REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED R905.2.4.1 WIND RESISTANCE OF ASPHALT SHINGLES (IF APPLICABLE) 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND R310.1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES GUARD HEIGHT THAT ALLOW PASSAGE OF A SPHERE 4 INCHES (102 MM) IN DIAMETER. ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTIONS R905.2.6 AND R905.2.6.1. PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM 1.1.VERTICALLY AT THE CEILING AND FLOOR LEVELS. WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. WINDOW OPENING CONTROL DEVICES EXCEPTIONS: R905.3 CLAY AND CONCRETE TILE IN ACCORDANCE THE INSTALLATION OF CLAY AND CONCRETE TILE SHALL BE IN WITH THE MANUFACTURER'S 1.2.HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET (3048 MM). COMPLYING WITH ASTM F2090 SHALL BE PERMITTED FOR USE ON WINDOWS SERVING AS A REQUIRED 1. THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR, FORMED BY THE RISER, TREAD AND INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF A/TRI FLORIDAANCEHIGH 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. I 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 WINDOWSILLS 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 I 3. DRIVEWAYS, WALKS, PATIOS AND OTHER FLATWORK NOT LIKELY TO BE ENCLOSED AND HEATED AT TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUM 1. TWO-INCH (51 MM) NOMINAL LUMBER. A LATER DATE. LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN ACCORDANCE WITH TABLE M1502.4.5.1. THE MAXIMUM 2. TWO THICKNESSES OF 1-INCH (25.4 MM) NOMINAL LUMBER WITH BROKEN LAP JOINTS. R311.7.1 WIDTH 4. WHERE APPROVED BY THE BUILDING OFFICIAL, BASED ON LOCAL SITE CONDITIONS. LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. 3. ONE THICKNESS OF 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS WITH JOINTS BACKED BY STAIRWAYS SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN CLEAR WIDTH AT ALL POINTS ABOVE THE 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS. PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. THE CLEAR WIDTH OF WALL COVERING: M1502.4.5.2 MANUFACTURER'S INSTRUCTIONS 4. ONE THICKNESS OF 3/4-INCH (19.1 MM) PARTICLEBOARD WITH JOINTS BACKED BY 3/4-INCH (19.1 MM) THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL BE NOT THE SIZE AND MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED BY THE DRYER PARTICLEBOARD. LESS THAN 311/2 INCHES (787 MM) WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 INCHES (698 R702.4.2 BACKER BOARDS MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE CODE OFFICIAL SHALL BE PROVIDED WITH A COPY OF 5. ONE -HALF -INCH 12.7 MM) GYPSUM BOARD. ( MM WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. ) MATERIALS USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN THE INSTALLATION INSTRUCTIONS FOR THE MAKE AND MODEL OF THE DRYER AT THE CONCEALMENT 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 INSPECTION. IN THE ABSENCE OF FITTING EQUIVALENT LENGTH CALCULATIONS FROM THE CLOTHES DRYER 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. FIBER -REINFORCED GYPSUM PANELS (ASTM C1278) R302.12 DRAFTSTOPPING R311.7.5 STAIR TREADS AND RISERS NONASBESTOS FIBER -CEMENT BACKER BOARD (ASTM C1288 OR ISO 8336, CATEGORY C) GENERAL NOTES: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE STAIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF THIS SECTION. FOR THE PURPOSES OF NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS (ASTM C1325) CONCEALED SPACE OF A FLOOR -CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE THIS SECTION, DIMENSIONS AND DIMENSIONED SURFACES SHALL BE EXCLUSIVE OF CARPETS, RUGS OR ATTENTION GENERAL CONTRACTOR / BUILDER: AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET (92.9 M2). DRAFTSTOPPING RUNNERS. WINDOW INSTALLATION ISSUANCE OF PLANS FROM THE ARCHITECT SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW }SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL R311.7.5.1 RISERS INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR BE PROVIDED IN FLOOR -CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: THE RISER HEIGHT SHALL BE NOT MORE THAN 73/4 INCHES (196 MM). THE RISER SHALL BE MEASURED MANUFACTURER FOR EACH WINDOW. ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY 1.CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 MM). R703.4 FLASHING REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF THE TREAD ABOVE AT APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE 2.FLOOR FRAMING IS CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS. AN ANGLE NOT MORE THAN 30 DEGREES (0.51 RAD) FROM THE VERTICAL. OPEN RISERS ARE PERMITTED ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE ARCHITECT, THE ARCHITECT SHALL NOT BE HELD RESPONSIBLE. PROVIDED THAT THE OPENINGS LOCATED MORE THAN 30 INCHES (762 MM), AS MEASURED VERTICALLY, MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED R302.12.1 MATERIALS TO THE FLOOR OR GRADE BELOW DO NOT PERMIT THE PASSAGE OF A 4-INCH-DIAMETER (102 MM) MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSPECTION NOTES: DRAFTSTOPPING MATERIALS SHALL BE NOT LESS THAN 1/2-INCH (12.7 MM) GYPSUM BOARD, 3/8-INCH (9.5 SPHERE. INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO WORK SHALL NOT BE DONE BEYOND THE POINT INDICATED IN EACH SUCCESSIVE INSPECTION WITHOUT FIRST MM) WOOD STRUCTURAL PANELS OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. OBTAINING THE APPROVAL OF THE BUILDING OFFICIAL. THE BUILDING OFFICIAL, UPON NOTIFICATION, SHALL DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS UNLESS R311.7.5.2 TREADS SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR MAKE THE REQUESTED INSPECTIONS AND SHALL EITHER INDICATE THE PORTION OF THE CONSTRUCTION OTHERWISE APPROVED BY THE BUILDING OFFICIAL. THE INTEGRITY OF THE DRAFTSTOPS SHALL BE THE TREAD DEPTH SHALL BE NOT LESS THAN 10 INCHES (254 MM). THE TREAD DEPTH SHALL BE FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A THAT IS SATISFACTORY AS COMPLETED, OR NOTIFY THE PERMIT HOLDER OR HIS OR HER AGENT WHEREIN MAINTAINED. MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER THE SAME FAILS TO COMPLY WITH THIS CODE. ANY PORTIONS THAT DO NOT COMPLY SHALL BE CORRECTED ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. THE GREATEST TREAD JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS AND SUCH PORTION SHALL NOT BE COVERED OR CONCEALED UNTIL AUTHORIZED BY THE BUILDING OFFICIAL. HAZARDOUS LOCATIONS: DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR MM). WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE F FOUNDATION INSPECTION NOTES: R308.4.1 GLAZING IN DOORS R311.7.5.3 NOSINGS EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED GLAZING IN FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE NOSINGS AT TREADS, LANDINGS AND FLOORS OF STAIRWAYS SHALL HAVE A RADIUS OF CURVATURE AT 1.EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. CONSIDERED TO BE A HAZARDOUS LOCATION. THE NOSING NOT GREATER THAN 9/16 INCH (14 MM) OR A BEVEL NOT EXCEEDING 1/2 INCH (12.7 MM). A SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER EXTERIOR FINISHES: EXCEPTIONS: NOSING PROJECTION NOT LESS THAN 3/4 INCH (19 MM) AND NOT MORE THAN 11/4 INCHES (32 MM) SHALL COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE 1. CEMENT PLASTER FINISH OVER MASONRY SHALL BE 5/8" THICK TEXTURED PER COMMUNITY 1. GLAZED OPENINGS OF A SIZE THROUGH WHICH A 3-INCH-DIAMETER SPHERE IS UNABLE TO PASS. BE PROVIDED ON STAIRWAYS. THE GREATEST NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST NOSING PROJECTION BY MORE THAN 3/8 INCH (9.5 MM) WITHIN A STAIRWAY. FLASHINGS SHALL COMPLY WITH AAMA 712, FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS STANDARDS. 2. DECORATIVE GLAZING 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) LAYERS OF WATER RESISTANT BARRIERS IN ACCORDANCE WITH FLORIDA BUILDING CODE 7TH EDITION (2020) R308.4.2 GLAZING ADJACENT TO DOORS. EXCEPTION: A NOSING PROJECTION IS NOT REQUIRED WHERE THE TREAD DEPTH IS NOT LESS THAN 11 1.1. THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR RESIDENTIAL, R703 AND ASTM C926. TEXTURE PER COMMUNITY GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TO INCHES (279 MM). APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN FLOOD ZONE REQUIREMENTS: BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 R311.7.8 HANDRAILS ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS 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. 2. WHERE THE GLAZING IS ON A WALL LESS THAN 180 DEGREES FROM THE PLANE OF THE DOOR IN A HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, PROTECTION AT THE HEAD AND SIDES. 1.2. IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER CLOSED POSITION AND WITHIN 24 INCHES OF THE HINGE SIDE OF AN IN -SWINGING DOOR. OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE THAN 38 INCHES (965 MM). PROFESSIONAL. PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR 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. 1. 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 AND THE GLAZING. TREAD. STUCCO WALLS WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 3. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR LESS IN 2. WHERE HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE CONTINUOUS TRANSITION BETWEEN FLIGHTS, TRANSITIONS AT WINDER TREADS, THE TRANSITION FROM HANDRAIL TO GUARD, OR 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 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 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 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. c s _ LL1 _ LU 3: 0 O, - W Lu 0 >OCQO W0I- � � Q = _ J > LLJ Y O H z �ILL O_Ov) Z Z Z ~ Z_ ixJ Q J wCL2�D- �v)pOU Z=ZILL U) I- Q z ❑ 0 N x n a o Z' Q 0 0 0 cn l� V o w ao p 00 z 4T O 4* j 1-4 m� w Z w w U Oct I--" O a O_ cn W cn z od M U o ` a P lPb �Y 1`C ie e e e Aare A F eu a e �• s COM UNITY: LINKS @ CALUS PRINGS PLAN # 6101 RELEASED:12/23/21 SHEET CS2 vi 0 z 0 06 W z a w W w F- z_ W F- C7 w 0- 0 Et w F- O 0 z Q mm 3-SIDEI ACRYLII SURROUNI r 40 10'-011 12'-011 161-81' ol 611 11'-0'1 611 STUCCO WRAPPED ---- BEAM @7'-8"d- d- ❑ STUCCO WRAPPED ❑ a- 4X6 POSTS a a. o0 <^ 0. a? <� 2 @ LANAI @ A5.1 p _ Ov Q 8-8CLG. CLG. Ov Q - o ' o 00 1 CU w 00 MOISTURE RESISTANT U w m co ' o DRYWALL CEILING 8'_8'1 ol I I 9'-411 1 4'_8" 61_011 ol 10 '35 SH 35 SH co (53"x63") EGRESS XFER r GRILL HB. 18'-6" '-," 15'-21' �RK/ AHU ON a STAND GREAT Tiri 30" AFF ROOM r r� 8'-8" CLG. rCM r 00 RETURN AIR GRILLE OWNER'S '- SUITE ADD 7/16" OSB TO (4)12" SH 8'-8" CLG. M 111 MECH. CLOSET = M �o 5'_1 CEILING FOR FIRE DRAFT STOP PTRY LO Y 2 C N I > 21_011 CO 3211 c� 8'-42" i OWNER'S _ 1 --- BATH rIN 00 --_--, I 1 8'-8" CLG. C? CV - 4'-11" '- J�I W 00 00 1 �iI O c0 0 � N ��� O rM Ch c) l o CO Q V ,- - M r DINING 1 I O' I\ KITCHEN I k; 36" HT. FLAT ---- , 0 AREA COUNTERTOP _ J 8'-8" CLG. i i ��� co rrKx 8'-8" CLG. CV W\,C 54" _2 6_2 OS WIC - ' ti p I 8'-8" CLG. o 2 2 -4 4 -9 c0 d- 8 -8 I i WATERLINE 1 1 i d iKx i>cx m ,\ ,,:fr , ..,. \, , M REF. Kx Kx iR&S HI &LOW I -- ---------_ U) co "' Lu w cf) CL awn L Lu BEDROOM 4 02 i � LAUNDR i rN BED OOM 2 w o N -cco I tr :. 8'-8" CLG. 0� i `i' 8'-8" CLG j ' _ 8'- N " CLG. = co x I DRYER I wi 00 X N M r�lN i '-IN r VENT i CL WASHER I "' N B X r 1cV O r 1 2'.72" \, ; r L SH _ - 12'-91" 5'-2211 "6 -8z'1 ,��� m 10'-211 -- XFER r�c� 21-51" r GRILL BR 4'_6111 2 w� in �,ry 2 XFER _ GRILL '- 01iti\ HALL J w z BATH HALL IL m � 2 �� 8 -8 CLG. R, cc 8'-8" CLG. 2868 SC W/ SELF CLOSER CV 1 WH O 9'-0" 1„ 3 -92 5'-8211 18'-10" ZV c°� LAV O 3'- ' - I -� BOLLARD PER — 1 0 1` C° co FOYER. 1 22" X 54" 1 COMMUNITY 2'-O° WC � @J IATTIC ACCESS _' SPECS o� I Y 8-8 CLG.-----------J "' r�N R&s CL �� MN m 2 CAR GARAGE ------------ I '.�0 _' 00 8' s" CLG. 1 CL m I '- 1/2" CEILING BOARD N rn. ..., ABOVE 111 WALL BOARD ON 3'-24 N �0�" GARAGE SIDE PROVIDE �6'-811 21-4" cP INSULATION AS REQ'D o XFER GRILL 2" CONCRETE p CURB CV o---------------------------------- -----� o ENTRY r 8'-8" CLG. BEDROOM 3 - ' ' 8 -8�� CLG. 121.011 00 HEADER i �'`�. i HB. @ 71-4" o "25 SH j �'16070 GARAGE DR. ` cV (37"X63" EGRESS) 51-011 8'-4" '-0 ' 41-411 2'-0" i 16'-0" ` 21-0" lool 13'-4" 51-41' 1201-011 38'-8" FIRST FLOOR PLAN SCALE: 1/4"=1'-0" CI 3-SIDED ACRYLIC SURROUND 36"X60" ACRYLIC SHWR PAN LEGEND SYMBOLS n BUILDING/WALL SECTION �T MARKER OINTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE dp ELEVATION STEP BRKX FLOORING BREAK WALL TYPES 2x WOOD/STEEL FRAMED PARTITION INTERIOR PARTITION w/ INSULATION i CMU WALL w/FURRING & INSULATION NOTE: INTERIOR WALLS ARE DRAWN TO ROUGH DIMENSIONS TYPICAL DOOR PLACEMENT DIAGRAMS ODOORS LOCATED WITHIN A LENGTH OF WALL ARE TO BE CENTERED UNLESS DIMENSIONED OR NOTED OTHERWISE. DOORS LOCATED ADJACENT TO WALL OINTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL BRACKET SPACED 16" O.C. FOR VERHANGS GREATER THAN 10" SOLID SURFACE COUNTERTOP F2" MAX TOP PLATE 2x4 STUD WALL SEE PLANS FOR WALL LAYOUT 1/2" GYP. tBASE CABINET AS _ ; BD. PER SHOP DWGJ N WD.BAS Mo= FINISH FLOOR FINISH F OOR 1— SUBFLOOR NOTE: TYP. WINDOW HEAD HGT. AT T-4" U.N.O. MAR 2 2 2022 w w z O = O H W Q O (nUcc �W Q = W_ F-- = f-- > J � a. Ir �10E-z 06Ll-OOu) z z z p w w�Q2� X: of cr �- -i(npOU �2ZL.L(n I— Q Z C] Q 1 CZ Nt cz �C o 0 2� H 0 0 O U 0 1..1 a 00 W � o 0 0 0 w U) a z 0 a A 0 Ii U W G cn o� ozZ aaaaa COMMUNITY; LINKS @ CALUSA SPRINGS PLAN # 6101 RELEASED:12/23/21 SHEET A 1 1 0 d Y , GARAGE TRIM DETAIL SCALE: 3/4"=1'-0" WINDOW TRIM DETAIL SCALE: 3/4"=1'-0" ROOF SHINGLES PER COMMUNITY SPECS (TYP.) REAR ELEVATION SCALE: 1/4"=1'-0" BLDG. HEIGHT ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 12 5 4" WIDE STUCCO BAND (+1) FRONT ELEVATION SCALE: 1 /4"=1'-0" 12 51 r-7-- 3068 12 � 5 12 5 F i 16070 GARAGE DR. 12 5 ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 8" WIDE STUCCO BAND (+1") PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH TRIM COLOR SAND FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C 1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) AR 2 2 2022 G. NO s re 0 ' 1 .o 0 O NA /l16i110 Q= W i- _ cc � 0 >- }W�— wao ❑❑1-- U) W Q = W ~ J W cr- cr- Y®HZ 06u-00_cn z Z Z Lu < w d = Et p D=Zu-f_n �1-QZO o n O �a Q U) 0 0 z 0 O mm" 0 r...A w 00 j 0 o W-j w w M cammmg U) fmw m< Z f-w z o o A O ♦♦W VJ W z Z O� r �Z o aaaaa COMMUNITY; LINKS G CA USA SPRINGS PLAN # 6101 RELEASED:12/23/21 SHEET A2. I 12 51 r-- 6 1'-0" FIN. FLOOR 12 51 F--- SCALE: 1/4"=1'-0" RIGHT ELEVATION SCALE: 1/4"=1'-0" ROOF SHINGLES PER COMMUNITY SPECS (TYP.) ROOF SHINGLES PER COMMUNITY SPECS (TYP.) _ FIN. FLOOR PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH TRIM COLOR SAND FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C 1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) �a F WZO= 0 >oWCaoH W C) - cn I W Q m III 5 x cr. cc zzZoW W Q 2 c _ �U)p0U =ZWcn zo �H¢cz CZ t n CZ cc t" n o O � Q Q 0 0 0 U Z O Im�....� 00 w 0 j NJ w w w w Q U) z 0 a A O Or cn w tw Z O� rno �.., wZ aaaa� COMMUNITY: LINKS @ AL PIN S PLAN # 6101 RELEASED: 12/23/21 ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 2403 SQ. FT. 1 153 SQ. IN. UPPER VENT 40% NET VENT MIN. 461 SQ. IN. UPPER VENT 50% NET VENT MAX. 577 SQ. IN. UPPER VENTS REQUIRED 48" TAMCO OFF -RIDGE VENT (138 SI NET FREE) 4 VENTS NET FREE AREA UPPER ROOF VENTING 552 SQ. IN. NET FREE AREA SOFFIT VENTING 601 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SQ. IN. / LF. 92 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 FOR ASPHALT SHINGLES REFERENCE TO SECTION R905.2 FOR TILE ROOFING REFERENCE TO SECTION R905.3 ROOF PLAN SCALE: 1 /4"=1'-0" CC W >_ _ CC O C F_ >oCQO W cnUWw Q Z) W m cr- � Ir Z z U) cr I-IJ EL = oc �- JU) 00 Z) = Z LL cn H Q Z Q cz wG O �d� Q o O �¢ a 0 0 Oi Im 00 0 a 0 o O w M z 0 A 0 r a cn W 0 z Z O� W EZ [a aaaaa COMMUNITY: LINKS @ CALUSA SPRINGY PLAN # 6101 RELEASED: 12/23/21 SHEET A3. I PRE-ENG. ROOF TRU FRAMING SHEET FOF J. WALL I. WINDOW IN_FLR_ FOOTING PER FOUNDATION PLAN BUILDING SECTION SCALE: 1/4"=1'-0" BUILDING SECTION SCALE: 1/4"=1'-0" 2 A5.1 JDOW -11 =LR. FOOTING PER FOUNDATION PLAN AR 2 2 2022 ® • {aG 6 e A OFei 'r ® N gig- Ir W 3: 0 0 FT - Ill >oWC¢0 W ::) 0 I- (AVWW awF- m CC 0-U) W W Q=cr tY ,6®00_fn z z z H z Q J W D- a: U) p 0 U Z)=zLLU) 2I--Q?� '4 cz ccC n H �Z a O O O U) z O 0 I 00 u o w U) O U � z w Q a� z O a A O_ R ce U) W 0 �w O� vi wZ [a aaaaa COMMUNITY; LINKS @ CALUSA SPRING3- PLAN # 6101 RELEASED:12/23/21 SHEET AS. "I 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 - H N ��P(REFER TO ELEV.) INSULATION AS I 2X ALUM WRAPPED FASCIA PER SPECS. ---- ' BD. w/ALUM DRIP EDGE PRE-ENGINEERED SOFFIT INSTALLED PER GABLE END ROOF MANUF. SPECS TRUSS - REFER TO 2X PT BLOCKING STRUCTURALS HURRICANE STRAP - REFER TO STRUCTURALS 1/2" (MIN.) CLG. BD. MASONRY LINTEL - REFER TO STRUCTURALS TYP. HIPPED PENT ROOF DETAIL SCALE: 1/2" = V-0" 1-STORY - MASONRY WALL ROOF SHINGLES OVER ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER WITH ASTM D226 TYPE II INSTALLED PER 12 R905.1.1.1 (SEE SHEET CS2) 12 R905.1.1.1 (SEE SHEET CS2) SEE ROOF SEE ROOF PRE-ENGINEERED ROOF PRE-ENGINEERED ROOF PLAN TRUSSES AT TYP. 24" O.C. PLAN TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END HURRICANE STRAP EACH END OF TRUSS - REFER TO OF TRUSS - REFER TO nOOOn. n STRUCTURAL. STRUCTURAL. TOP OF C.M.U. TOP OF C.M.U. (REFER TO ELEV.) (REFER TO ELEV.) INSULATION PER j 2x6 ALUM WRAPPED FASCIA 2x6 ALUM WRAPPED FASCIA COMMUNITY SPEC. ' EE BD. WALUM DRIP EDGE SEE ENERGY CALCS. EE BD. w/ALUM DRIP EDGE _ _ EL V. E V. 1/2" (MIN.) CLG. BD. 1/2" (MIN.) ---- SOFFIT INSTALLED PER CLG. BD. SOFFIT INSTALLED PER 1x PT DRAPE BLKG MANUF. SPECS (8" TYPE'X' GYP. BD. MANUF. SPECS ABOVE WINDOWS 1/2" 2X PT BLOCKING TO BE PROVIDED 2X PT BLOCKING G.W.B. WHEN LIVING SPACE SEE STRUCTURAL IS ABOVE GARAGE) SEE STRUCTURAL WINDOW PER PLAN PLAN PLAN GYP.BD. 8" CMU BLOCK WINDOW SILL W/ CEMENTITIOUS FINISH (BEYOND) 1/2" GYP. BD. OVER RADIANT BARRIER INSULATION (R-4.1) PRECAST WIN. SILL ATTACHED TO 1x2 PT. FURRING @ 24" O.C. SLOPE GRADE AWAY EXPANSION JOINT BASE BOARD FROM HOUSE GARAGE SLALL 4" SPECS AY PER COMMUNITY SEE STRUCT 0'-0" PLANS 0'-0" FIN. FL. SLOPEFIN. FL. r9NEENE FOUNDATION `-FOUNDATION PER STRUCTURAL DRAWINGS c� PER STRUCTURAL DRAWINGS TYP. 1-STORY WALL WINDOW SCALE: 1/2" = V-0" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS PROVIDE 2X4 FRAMED ENCLOSURE FOR ELECTRICAL PANEL, FINISH W/ 4" GYPSUM BOARD ELECTRIC METER LOCATION - SEE PLANS. VERIFY INSTALLATION IN FIELD STUCCO FINISH EXTERIOR CMU BLOCK WALL NOTE: ELECTRICAL PANEL IS TO BE INSTALLED ACCORDING TO ALL APPLICABLE LOCAL, STATE AND NATIONAL CODES. VERIFY PANEL DIMENSIONS PRIOR TO CONSTRUCTION. GRADE GYPSUM - GYPSUM BOARD BOARD Z g �3 1/2" GYPSUF w GARAGE a BOARD NICHE FOI ELECTRIC PANEL & WIRING M ELECTRICAL PANEL ELECTRIC PANEL (V EXTERIOR `o co CMU BLO( WALL CONCRETE `v CONCRET CURB REFER CURB REF TO PLANS TO PLANS CONCRETE SLAB ON GRADE AT GARAGE FLOOR WALL SECTION P GARAGE DOOR SCALE: 1/2" = V-0" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS T.O. M I %L aL I I I I I I I I I I I I I I I I I I Z (L cc w d I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I - N M co N Co ----- ---- ;K 1, ER Ir CV a ELECTRICAL PANEL NICHE AT CMU BLOCK WALL SCALE: 1/2" =1'-0" NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION MAR 2 2 2022 tY W } _ CE: �OOF }- >cr<0 W Z) C) F- U W W cn QZ)WF- 2 F_ Q Er cr It O W z z z OC-Q-acf)�Z LtJ a = 2 O-, _3CQa0U Z=zULC/J �F-QZ� o Q O O � Q Q 0 0 l� V 0 j r� 0 U) v Z 0 0 0.1 I u 000 w (LU) z 0 A O_ U) W U) Z O� 0 36 aaaaa COMMUNITY: LINKS @CALUA-3-PRTRCT PLAN # 6101 RELEASED:12123/21 SHEET A592 VUUU SHEA I HIND ;0 MIN. GRADE D PAPER BACKED .ATH OVER BARRICADE PLUS WRB OR APPROVED EQUAL) " THICK, 3 COAT CEMENT PLASTER METAL LATH .AP WRB & TAPE OVER ROOF/WALL 'CREED IX5 "L" TYPE CONTINUOUS GALV. IIETAL FLASHING (NAIL TO ROOF )ECK, NOT WALL SHEATHING) INDERLAYMENT PER CODE ;AP SHINGLE - DO NOT NAIL, gSTALL WITH ROOF CEMENT IOOF CEMENT ►HINGLE ROOFING "L" FLASHING SCALE: N.T.S. 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) 4) INSTALL WINDOW OR DOOR. FASTEN PER PRODUCT APPROVALS AND SEAL WINDOW OR DOOR FRAME TO P.T. WOOD BUCK AND MASONRY SEAL EDGE OF P.T. WOOG BUCK TO MASONRY 2) SET P.T. WOOD BUCK OVER CMU WATERPROOFING IN URETHANE SEALANT. FASTEN PER PRODUCT APPROVALS. 3) APPLY LIQUID WATERPROOFING MEMBRANE OVER THE TC AND EXTERIOR FACE OF BUCK AND SILL CMU OPENING WATERPROOFING SCALE: N.T.S. 8" THICK, 3 COAT CEMENT PLASTER 60 MIN. GRADE D PAPER BACKED LATH BARRICADE PLUS WRB (OR APPROVED EQUAL) WRAP LAYERS OF BUILDING w ROOF/WALL SCREED z 5X5 WALL FLASHING KICK cr W -OUT FLASHING (SEE DTL. BELOW) +— 0 FELT UNDERLAYMENT AS REQ'D BY CODE FASCIA WRAP WRAP OVER NAILING FLANGE, STOP 1-1/2 F- WRB APPROX. " ABOVE SHINGLES z SHINGLE ROOFING DRIP EDGE: OVERLAP 3", EXTEND BELOW SHEATHING, MECH. FASTEN 4" O.C. MAX. KICKOUT DETAIL SCALE: N.T.S. STEP 1 FOLC 0 FOLD INWARD @ PT. A STEP 3 OM-% FOLD @ 770 FOLD INWARD @ PT CREASE @ PT. B CREASE @ PT. C EXTERIOR CMU WALL 1) PROTECTO WRAP LWM200 OR SIMILAR ON WINDOW SILL, JAMBS AND HEAD. APPLY AROUND CORNER AND EXTEND 6" ALL AROUND THE EDGES OF THE WALL PRECAST SILL STEP 2 Q 0 FOLD INWARD @ PT. A CREASE @ PT. B STEP 4 WATERTIGHT SEAL. FOLD. DO NOT CUT. BOTTOM FLANGE A FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C FOLD PT. C OVER PT. B TILL PT. C TOUCHES BOTTOM FLANGE w } 2 cc �00� } cc wool-- UWw cn Q :D CC J U w — 5 c IY �e 0 1— Z ,ZLL00U) Z Z Z ~ Z cc J Q � J W �-=CC� �c)000 �2ZLLcn �HQ?o cz''~ 4 cz ON c r n ~ Z O Q 0 u OLLM � 0 " 0 � o 0 aJ I w w w A M z 0 CL Q 0 R it U) w 0 cn o8 U w O z aaaaa COMMUNITY; LINKS @ CALUSA SPRIN S PLAN # 6101 RELEASED:12/23/21 SHEEP GYP i 5 z r n z J z n r r L D r L r D D z t r L D n n L, r .0 n L r 2" PVC CONDUIT 2-2/0 COPPER O OR COPPER OR 2-4/0 ALUMINUM 150 AMP 42 METER 1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT #4 COPPER OR ALUM. BREAKER PVC 1/2" PVC CONCRETE ENCASED GROUNDED ELECTRODE 1 ELECTRICAL RISER DIAGRAM NOT TO SCALE FIRST FLOOR ELECTRICAL PLAN ELECTRICAL METER (V.I.F.) ELECTRICAL KEY I DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET Fl GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET USB COMBO OUTLET WALL SWITCH s THREE-WAY SWITCH 14 FOUR-WAY SWITCH - KEYLESS LIGHT FIXTURE -[ CEILING MOUNTED LED LIGHT FIXTURE - WALL MOUNTED INCANDESCENT LIGHT FIXTURE 4r VAPOR PROOF LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN sf EXHAUST FAN/LIGHT COMBINATION 0 CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) cM COMBINATION SMOKE / CO2 DETECTOR so SMOKE DETECTOR i4 TELEPHONE (OPTIONAL) Q TELEVISION (OPTIONAL) (p ELECTRIC METER = ELECTRIC PANEL __mj_ DISCONNECT SWITCH Q JUNCTION BOX /I-- STANDARD ELECTRICAL LINE NOTES: 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AND ARC FAULT CIRCUIT INTERRUPTERS (AFCI) PER 2017 NEC 210.12 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR: SWITCHES ........... 42" OUTLETS.............14" ABOVE COUNTER OUTLETS ...... 46" TELEPHONE ......... 14" TELEVISION .......... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. OUTLET AND LIGHTING RECEPTACLES FOR ALL DWELLING ROOMS, WITH THE EXCEPTION OF KITCHENS, BATHROOMS, AND GARAGES, SHALL REQUIRE AFCI PROTECTION. 5. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH 2O17 NFPA 70, FLORIDA RESIDENTIAL CODE 2020, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 6. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. 7. CIRCUIT NUMBERS ARE FOR REFERENCE ONLY. 8. LUMINAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF 2017 NEC 410.16(A) & (B) 9. RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED 10. A MIN OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS 11. GFCI DEVICES SHALL BE READILY ACCESSIBLE 12. REFER TO ENERGY CALCULATIONS FOR ADDITIONAL INFORMATION. 13. PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN COMPLIANCE WITH NEC 110.26. 14. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE Ir w > _ �00� >a"-<0 w::)o1-- U) 0 ��>a Z)c�� °tfzzpLu i Q 2 J wo=Ic �cn000 :Dy:zLL n �I-Q?� Z CZ n a .-. n O � Q 0 0 u z 0 10° a �o o j J U U 0 0-i a I �+r U) w w a U M=Mf (L LL. w w z 0 a O_ U) w Uw Oo ia*Z aaaaa COMMUNITY: LINKS @ CALUSA 9PRINGS PLAN # 6101 RELEASED:12/23/21 SHEET E• SCALE: 1 /4"=1'-0" C CV SLAB PENETRATION PLAN SCALE: 1 /4"=1'-0" W } 2 � LU �001=— >�¢0 UJ — cr-U)UW W cc CL J U) LU w iY ir Y 0 1— Z 06u-00U) Z ZQ Z = Z � —I Q J LU = cc -j U) 0 O Q �1—QZ� q) CZ O O Q O O O O o ao � 0o a o 0 4 w I-" z o w a w (L a a.. z 0 a a A 0 R ix U) W G tow 04 5o �Z �aaaa COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 6101 RELEASED: 12/28121 SHEET P1.1 uj 0 Z Q _ 0 U) Z W cn W Z U) F- cr- cr- a O Ir o. cc III F- O 0 Z a ft YA5ONR1,r LINTEL A55EM5L I E5 5EE 56HEOULE AND 5PECIFIGATION5 FOR ADD'L INFO i `Q� MIN (1) GOUR5EWND L4 J+ - MIN. (1) GOUR5EWN0 I I BEAM ABOVE LINTEL 1 I BEAM ABOVE LINTEL GROUT GROUT BOTTOM REINF. I I PREGA5T LINTEL w/ I a. I PREGAST LINTEL W � all EMBEDDED REINF. _ F��# EMBEDDED REINF. MB- I MB-2 i I+ +- TOP GOUR5E, IF in d I L4J+ t- TOP GOUR5E, IF I UQ 1 I I REOV PER ARCH. REQb PER ARCH. TOP REINF. OR GONT. CONT. BOND BEAM BOND BEAM REINF. REINF. AS REQb OROUT GROUT `C . BOTTOM REINF. BOTTOM REINF. -- PRECAST LINTEL w/ k' g^ EMBEDDED REINF. PRECAST LINTEL W_ "r- `� t EMBEDDED REINF. MB-3 MB-4 MA50NRY LINTEL IDETA I L5 REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT M13-1 8F8-OB/0T ----- ----- MB-2 SFS-IB/OT ----- (1) #5 M5-3 8FI6-IB/IT (1) #5 (1) #5 M13-4 6RF14-I13 ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE. NOTES: I. ALL LINTELS W SPANS GREATER THAN 14'-O" SHALL BE PRESTRESSED. 2. SHORE FILLED LINTELS AS REOURIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORCEMENT SHALL BE 6RADE 60, fy=(90 k5i 6. ALL LINTELS SPECIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DESIGN. 1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW 5HEET L I BT I NI;)EX SHEET DESGRIPTION SHEET TITLE 5-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.5 ROOF FRAMIN6 PLAN 5D-I FOUNDATION DETAILS 50-2 STRUCTURAL DETAILS PB5B-I STRUCTURAL DETAILS GENERAL 5TRUGTURAL NOTES FOUNDATION • DE516N 15 BASED ON 7th EDITION (2020) FLORIDA BUILDING CODE. • FOOTING DE516N - THESE FOOTINC75 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE SOIL BEARIN6 GAPAGITY OF 1,500 PSF. • ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT W/ GONGRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALLS TO SLAB WITH Y4" DIA. x 23/4" LON6 TAPGON5 0 52" o.G. MAX. WITH A MINIMUM OF 2 TAPGONS PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORRO51 ON-RE5 I STANGE GOMFATIBILITY OF HARDWARE $ FASTENERS IN GONTAGT w/ PRESERVATIVE -TREATED WOOD. GONTAGT LUMBER It HARDWARE SUPPLIERS TO GOORD. • CONCRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE STRENGTHS IN 28 DAYS, U.N.O.: f'c = 2,500 p51:....... FOOTINGS 2,500 psi:....... SLABS ON GRADE (INTERIOR $ EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 7% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTINGS AND SLABS ON 6RADE SHALL BEAR ON GLEAN, FIRM VIRGIN 501L OR GLEAN FILL COMPACTED TO A g5% PROGTOR VALUE • MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. • GROUT SHALL BE A5TM G476 F'c=3000 P51 w/ MAX 3/s" AGGREGATE • GONGRETE MA50NRY UNITS SHALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE 5TREN6TH OF Ig00 P51 (F'M = 1500 P50. ALL MORTAR SHALL BE A5TM G270, TYPE 5. GMU DE5161\1 BASED ON AG 1 550/530.1 • REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL AL16N WITH FOOTIN6 DOWEL BELOW. PROVIDE MIN 50" LAP SPLICE WITH FOOTIN6 DOWEL. • GROUT 50LID ALL REINFORCED GMU GELL5 AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" GONT. FULL LEN6TH OF WALL w/ (1) #5 BAR GONT. (TYP. @ EXT. PERIMETER) • PROVIDE (1) #5 BAR 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 DELL, AND SHALL BE LOCATED AT A MAXIMUM OF 6-0" O.G. IN EXTERIOR WALLS. (AS SHOWN ON PLANS) • ROUGH OPENINGS ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE GORNER5 OF SLAB EDGES, AND OTHER LOCATIONS WHERE SLAB GRAGK5 ARE LIKELY TO DEVELOP. EXACT LOGATION5 PER BUILDER. • SAW GUT OR TOOLED JO I NT DEPTH SHALL BE Y4 OF THE DEPTH OF THE SLAB (I" FOR A 4" SLAB) • JOINTS SHALL BE LOCATED @ 12-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE AS GL05E TO SQUARES AS POSSIBLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION 5PEG I � I GAT I ON5 (TYP. U.N.O.) DESCRIPTION OF BLD5. ELEMENT 3"xO.131" NAILS 3"xO.120" NAILS J015T TO 50LE PLATE (5) TOENAILS (5) TOENAIL5* SOLE PLATE TO JOI5T/BLK'6. (5) NAILS 0 4" o.c. (5) NAILS ® 4" o.c. STUD TO 50LE PLATE 2 TOENAILS (5) TOENAIL5* TOP OR SOLE PLATE TO STUD 2 T NAILS (5) NAILS RIM TO TOP PLATE TOENAILS @ 8" o.c. TOENAILS @ 6" o.G.* BLK'6. BTWN. JOISTS TO TOP PL. (5) TOENAILS (5) TOENAILS* DOUBLE STUD NAILS @ 24" o.c. NAILS @ 16" o.c. DOUBLE TOP PLATE NAILS @ 24" o.c. NAILS @ 16" o.G. DOUBLE TOP PLATE LAP SPLICE q NAILS IN LAPPED AREA (II) NAILS IN LAPPED AREA TOP PLATE LAP @ GORNER5 INTER5EGTIN6 WALL5 (2) NAILS (2) NAILS * 2Y2"x0.113 15 AN AGGEPTABLE ALTERNATIVE TO A 3"4.120", SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY AGGEPTABLE WHERE * ARE SHOWN) THIS MODEL HAS BEEN DE516NED IN AGGORDANGE WITH THE 7th EDITION (2020) FLORIDA BU I LD I N6 GODE (5EGT1 ON 1 C Oa) LATERAL DE516N REQUIREMENTS FOR THE FOLLOWIN6 WIND SPEED 4 EXP05URE ONLY: 40 MPH - EXP. 8 WIND I MPORTANGE FAGTOR = 1.0 INTERNAL PRE55URE GOEP1= G I ENT -- ENGL05ED, +/- 0.18 ANY WIND 5PEED/EXP05URE NOT L 15TED HERE REQU I RE5 FORMAL EVALUATION � APPROVAL FROM M+K STRUGTURAL EN61 NEERI N6. EXTERIOR 4 5HEAR VNALL 5HEATHIN6 5PEG I P I GAT I ON5 INDICATES LOCATION AND EXTENT OF 5HEARWALL WHIGH REQUIRES 5HEATHIN6 AND/ OR FA5TENING 5PEGIFIGATION5 BEYOND THAT OF 5T11DRD CONSTRUCTION SYMBOL SHEAR PANEL SPEG. 15/32" PLYWOOD OR 05E3 FASTENED w/ PI 2/211xO.13111 NAILS @ 6" o.G. ALON6 PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. 15/32" PLYWOOD OR 05B FASTENED w/ P3 2J/211xO.131" NAILS @ 5" o.G. ALON6 PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. STANDARD EXTERIOR WALL SHEATHING REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALL5 w/ 15/52" PLYWOOD OR 056 FASTENED w/ 2Y2"x0.131" NAILS @ 6" O.G. AT ALL PANEL ED6E5 AND @ 12" O.G. AT GENTER. (U.N.O. ON PLANS) I. ALL PANEL ED6ES SHALL OCCUR OVER FRAMING OR 2X BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL ED6E AND FA5TENIN6 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMIN6 @ 16"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED T06ETHER w/ 3Y2"x0.131" NAILS @ 16"o.c. USE (8) 3Y2"xO.I31" NAILS @ EA. LAP 5PLIGE. (TYP. U.N.O.) 4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALL5 ARE GONTINUOU5 SHEATHED ABOVE AND BELOW OPENIN65. 5. SEE ARCHITECTURAL DRAWINGS FOR ADD'L WALL CONSTRUCTION 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 FRAMIN6 MEMBERS. 8. A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENIN65 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LONG AS THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 ED6E NAILIN6 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 3i16 SPAN RATIN6 (MAX.) 10, NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE ARCHITECTURAL PLANS, THE 5HEATHIN6 USED IN THE -FIRE RATED ASSEMBLIES SHALL BE NOMINAL 132" THICK, APA RATED 5HEATHIN6 �3( EXPOSURE 105B OR PLYWOOD PEt AGGORDANGE WITH THE UL DES16N5 SPECIFIED. Window $ Door Al lowab e Wind Pre55ure5 40 MPH Wind Zone Ex oSUre Roo OPENING 51ZE INTERIOR ZONES END ZONES 8' Garage Door +18.5 P5F/-20.q P5F +15.5 P5F/-20.q PSF I6Garage Door +11.1 P5F/-Iq.7 P5F +11.1 P5F/-Iq.7 PSF 10 SOFT. +21.2 P5F/-22.q P5F +21.4 P5F/-28.3 P5F 20 SOFT. +20.2 P5F/-22.0 P5F +20.2 PSF/-26.4 P5F 50 SOFT. +lq.O P5F/-20.8 P5F +lq.O P5F/-23.q P5F 100 SOFT. +I8.0 P5F/-Iq.5 P5F +18.0 PSF/-22.0 P5F 500 SOFT. +15.8 P5F/-17.6 P5F +15.8 P5F/-17.6 P5F (DEnd Zone 15 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 A56E 1-16 section 2.4.1 from ultimate pre55ure5. Divide allowable pressures above by a factor of 0.6 for ult. pressures. ROOF FRAMIN6 • SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05B/PLYWOOD 5HEATHIN6 24/b, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.113" RING SHANK NAILS (RSR5-01 OR EQUIV) @ 6" O.G. AT PANEL ED6E5 $ 0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END 4 DRA6 TRUSSES w/ RING SHANK NAILS @ 3" O.G. (U.N.O.). PROVIDE BLOGKING ALONG PANEL ED6E5 AT FIRST 2 TRUSS BAYS FROM 6ABLE END. PROVIDE "H" STYLE CLIPS ALON6 UNSUPPORTED ED6ES. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR GLIP5 @ 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER WTGA 4 TPI'S BG51 I GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6 $ BRAGIN6 OF METAL PLATE GONNEGTED WOOD TRU55E5." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH � EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"xO.131" NAILS @ 16" O.G. UPL I r-T GONNEGTOR5 BEARIN6 CONDITION TRU55 CONNECTOR LENGTH < 15' 51 MP50N H2.5T SINGLE ROOF TRU55 BEARIN6 ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRU55 BEARIN6 ON ALL 51MP50N HT520 WOOD STUD WALL/WOOD BEAM 51116LE ROOF TRUSS OR PORCH ALL 51MP50N HETAI6 BEAM BEARIN6 ON GMU WALL ROOF G.T., FLUSH BEAM OR ALL (2) 51MP50N HETAI6 FLUSH 63. BR6. ON GMU WALL ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE GONNEGTED WITH CONNECTOR A5 L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF REGORD TO DE516N THE UPLIFT GONNEGTOR5 PER SECTION 2.2 OF ANSI/TPI-2014 "NATIONAL DE5ICYN STANDARDS FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION". MW HAS EN6INEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-7-16, ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRAWING SHALL SUPERSEDE THE TRUSS MANUFAGTURER'5 UPLIFT CONNECTOR 5PEGIFIGATION5 AND LOADS SHOWN ON THE SHOP GARD5. LEGEND • ® INTERIOR BEARIN6 WALL • = = = = = BEARIN6 WALL ABOVE • BEAM / HEADER • M � m LOCATION AND EXTENT OF 5HEARWALL • I: :I EXTENT OF OVERFRAMIN6 • - - —INDICATES 1/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE SOLID BLOGKIN6 UNDER P05T OR JAMB ABOVE. GENERAL 5TRUGTURAL NOTES • DESIGN 15 BASED ON 7th EDITION (2020) FLORIDA BUILDIN6 CODE. • WOOD FRAME EN6INEERIN6 15 BASED ON ND5, "NATIONAL DESIGN 5PEGIFIGATION FOR WOOD GON5TRUGTION" - LATEST EDITION. • DE516N LOADS: ROOF LIVE = 20 P5F DEAD = 7 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 PSF (INGLUDIN6 STAIRS 4 DEGK5) = 30 P5F @ SLEEPING AREAS 50 PSF @ 6ARA6E = 200 # POINT LOAD @ GUARDS/HANDRAILS = 50 PSF @ 6UARD IN -FILL GOMPONENT5 DEAD = 10 P5F (20 P517 TOTAL @ TILE) WIND ULTIMATE WIND SPEED 4 EXPOSURE AS LISTED RI5K GATE6ORY II GENERAL FRAMIN6 • EXTERIOR WOOD STUD BEARIN6 WALL5 SHALL BE 2x 5PF#2 OR 5YP#2 @ 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARING WALL5 SHALL BE 2x 5PF OR 5YP 'STUD' 6RADE LUMBER @ 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE GON5TRUGTED WITH 2x STUD' 6RADE MEMBERS SPACED @ 16" O.G. (MAX.). • ALL NON -BEARING INTERIOR STUD HALLS SHALL BE CONSTRUCTED WITH 2x '5TUD' 6RADE MEMBERS 5PAGED @ 24" O.G. (MAX.). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD $ (1)2x KIN6 STUD, MINIMUM. - THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDICATE5 THE NUMBER OF JACK STUDS REQUIRED, U.N.O.. • ALL HEADERS, BEAMS $ OTHER STRUCTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS $ HEADERS W/ 3-ROW5 OF 3"4.131" NAILS @ 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FAGE5 @ 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 i 2x8 MEMBERS. • FACE NAIL BUILT UP 2x POSTS W/ 3"0.131" NAILS @ 16" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FAGE5 @ 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL GONNEGTION5 (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALLS w/ 7/16" 05B FASTENED w/ 2Y2"x0.131" NAILS @ 6" O.G. @ ED6E5 $ 12" O.G. @ CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL EDCE5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE 50LID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL P05T5 CONTINUOUS TO FOUNDATION/BEARIN6. • EN6INEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10^6 psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.0x10^6 psi • FOR 2 $ 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OF 3"4.131" NAILS @ 8" OIG OR 2 ROW5Y4"x3Y2" 51MP50N 5D5 5GREW5 (OR 3Y2" TRU55LOK 5GREW5) @ 16" OIG. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FASTENIN6 AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP $ BOTTOM NAIL5/5GREW5 2" FROM ED6E. 50LID 3Y2" OR 5Y4" BEAMS ARE AGGEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 It 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROWS OFY4"x6" 51MP50N 5D5 5GREW5 (OR 6 3/4" TRU55LOK 5GREW5) @ 16" OIG. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FA5TENIN6 AT BOTH FAGE5 (ONE SIDE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. A SOLID T BEAM 15 AGGEPTABLE. • ALL INTERIOR WALL 5TUD5 IN CONTACT w/ GMU WALLS SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LONG TAPGON5 @ 24" O.G. FLOOR FRAMING • I-JOI5T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HAN6ER5 SHALL BE SPEGIFIED BY I-JO15T /TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • I-JOI5T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. d EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • FLOOR SHEATHING SHALL BE 25/52" GONFORMIN6 TO P52-04, 24" O.G., EXP05URE I, TONGUE AND GROOVE E06E5, FASTEN 5HEATHIN6 TO FRAMIN6 MEMBERS W/ GLUE AND 3"xO.131" NAILS @ 6" O.G. AT PANEL E06E5 4 12" O.G. AT INTERMEDIATE SUPPORTS. .11 WG. • • s tld 9� �lPO © copyright; MULNER�jlf�® Structural Engineering, Inc. 0 CD _Z J °C w w Z o Z w a J CD a Z= .a Q� 4 t m W .J = m E Q J'= j A Q Z W p -n CD o CO)m` 0 W G N cc CM M M&K project number: 068-200 1 1 project mgr: ,J S B drawn by: DJ R issue date: `j 2-14-21 REVISIONS: date: initial: )3/11/22 Dip, 0 0 � L- p LLJ Q c7 Z o � a � Z U U 0 � CL oo a D �e Q J� J sheet: SM0.0 1!lIYIYIILIISI�11114�11[!v4'I�WIlYf11W �•�"•oll���®!_�11�- �..�7��i� G. ��°������� seal:�N38 U e ° 101_011 121_011 16I-QII l/ CCII • ® INTERIOR BEARING WALL m.0'° :4: o • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER ;Z PATIO SLAB: 3 y2" GONG. SLAB ON �� — — — — — — — — �% • LOCATION AND EXTENT OF SHEARWALL A1� ��®® ��rl�w'�e�` © copyright : MULHER L structural Engineering, Inc. GRADE (2500 P51 I _� cr I 11 12 WIDE GONG. --- �.. . . EXTENT OF OVERERAMIN6 MIN.) w/ 6x6-W1.4xW1.4 I � ( TURNDOWN EXTENDED L._.___. J � CD o MESH OR F 1 BER MESH I LU I MIN. 12" BELOW 6RADE o • INDICATES I/8"A" 5AW GUT CONTROL JOINT Z °c o ON q5% COMPACTED I o „� N D FILL OR VIR61N SOIL. I INDICATES LOCATION OE REINFORCED GMU GORE ED z o (5EE NOTES) z a HVAG UNIT q I I 5D-I 5D-I I 2 J L METAL HAN6ER + I < 3 �2 SINENTEP 5D-I " -" z = ai BLOCK N6 UNDER 05TEOR JAMB ABOVE. C • • • • ? • • • I • • U 4 — — SE LLJ 111_811 E 6``111_�(11 C/ 201 11 REFER LR TO ✓—O.O FOR TYP GAL � m E STRUGTURAL NOTES SGHEDULES = a Q T- JN-- aD o Z �o .10 100 1 FRENCH DOOR SREGESS ( LU — 2 CO PER MANUFACTURERS ( ( W Z N INSTRUCTION ' • �M Q. 2 - M&K project number: CONCRETE SLAB: l I 3 Y2" GONG. SLAB ON 068-2001 1 projectmgr: JSB GRADE (2500 PSI MIN.) w/ 6x6-W1.4xW1.4 MESH OR • I FIBER MESH OVER 6 MIL. I drawn by: DJR POLY ON q5% COMPACTED I I _ issue date: 1 2- 1 4-2 1 FILL OR VIR61N SOIL. m REVISIONS: date: initial: 03HIMMM?ORI�tTATIOItREVI510N DJR NOTE: REFER TO BLOCK I PLAN FOR ALL DOWEL ) o I LOCATION DIMENSIONS. I o I I �CU Ct � •I � � I �o 2 I I p 1..II_ij11 1.}1_4n I ------3y2115TEPI----- — /4 I Q I/ 5 r 3 211 STEP : 0 5D-I . I I l SD -I GARAGE SLAB: I w U? 3 y2" GONG. SLAB ON 6P I Q � -3 /211 STEP - (2500 P51 MIN.) w/ 6x6-W1.4xW1.4 � • • �.. F 1 MESH 6 z , O x w M _L -._. _._.. MESH OR BER OVER � _ _�_. _ _ o f � I MIL. POLY ON q5% COMPACTED I N I I 6 ) • I FILL OR VIR61N SOIL. I 5D-I I z 'Q _ Z LU I I J 5*I- L 5D- I - F- I I a oo d O L--------i---------J �t 2 3 n 0 Z I --I � � SD -I 5D-I sheet: 201_011 181_Q,II 5LA5 PLA • Itnvl SCALE: I/4"=I'-0" (22x34 SHEET) SCALE: I/6"=1'-0" (IlxI 1 SHEET) Fmm1.0 E a QPAQ I AKIAi nQnPPFn RFAM�. LEGEND LMININNINESE • = _ _ _ = BEARIN6 WALL ABOVE • BEAM / HEADER • m ml m LOCATION AND EXTENT OF SHEARWALL -.-.-. 1 EXTENT OF OVERFRAMIN6 *— -- - — -INDIGATES 1/8"A" SAW GUT CONTROL JOINT INDIGATES LOCATION OF REINFORGED GMU GORE El (SEE NOTES) J L METAL HAN6ER INDICATES P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. ROOF FRAM I NO • 5EE ROOF TRUSS UPLIFT GONNEGTOR SCHEDULE FOR ALL ROOF TRU55 GONNEGTORS. • ROOF 5HEATHIN6 SHALL BE 1116" MIN. O5B/PLYW000 5HEATHIN6 24/y EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.113" RING SHANK NAILS (RSRS-01 OR EOUIV.) 0 6" O.G. AT PANEL E06E5 $ 0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END $ DRA6 TRU55E5 w/ RIN6 SHANK NAILS 0 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALON6 PANEL ED6E5 AT FIRST 2 TRUSS BAYS FROM 6ABLE END. PROVIDE "H" STYLE CLIPS ALON6 UNSUPPORTED ED6E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRUSS ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW w/ SIMP50N VTGR CLIPS 0 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER WTGA $ TPI'S BG51 I GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6 $ BRAGIN6 OF METAL PLATE CONNECTED WOOD TRU55E5." • ROOF TRUSS SHOP DW65. SHALL BE SUBMITTED TO ARGH i EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LE06ER FASTENED TO FRAMING w/(2) 3"x0.131" NAILS 0 16" O.G. UPL I r-T GONNEGTOR5 BEARING CONDITION TRU55 GONNEGTOR LENGTH < 15' 5IMP50N H2.5T 51N6LE ROOF TRU55 BEARING ON > 15' 5IMP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRU55 BEARIN6 ON ALL 51MP50N HT520 WOOD STUD WALL/WOOD BEAM SINGLE ROOF TRU55 OR PORCH ALL 51MP50N HETA16 BEAM BEARIN6 ON GMU WALL ROOF 6.T., FLUSH BEAM OR ALL (2) 51MP50N HETAI6 FLUSH G.T. BR6. ON GMU WALL ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR A5 L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER SEGTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTED WOOD TRU55 GONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT GONNEGTORS AND LOADS PER TH15 DRAWING SHALL SUPERSEDE THE TRUSS MANUFAGTURER'S UPLIFT GONNEGTOR SPEGIFIGATIONS AND LOADS SHOWN ON THE SHOP GARDS. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES ff SGHEDULES ``.`\\Atli11!/d11;7 4` seal ®\�\A ...� '•��� � a s ^�„ aNO e e '— A BcIf 0,°°�ar�® MAL © copyright: MULN R & WWI Structural Engineering, Inc. 0 CD z J� w w z o c� z CY) w ca.. J Q i � Z= Q C W� E m� E a a. J� Z CL)o o W coo � o coo y m L6 W C `— N = M G. M&K project number: 068-200 1 1 project mgr: J S B drawn by: DJ R issue date: 1 2,-14-21 REVISIONS: date: initial: 03/11/22 DJR 0 ,/ a I LU � 3 U. o ~� \ W ( LL N Q~ Q / HIP 61RDER TRU55 / ( z W / HIP C71RDER TTPU55 I ') o LL 1 = O I 5D-2 I d o v o LL 0 LL _ o �~ CL oo -g� - - - - - - - - r< 0 '1 F. U) 1 11 �t H �r% 0 0Z R00� �RAMING PLAN sheet: SCALE: 1/4"=V-0" (22x34 SHEET) SCALE: I/V=1'-0" (11x1l SHEET) S--1.3 FILLED GELL5 (5EE PLAN) v�rcHVC .....r•, is �.:.: 8" GMU (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID F GONG. OR PAVER I 6ARA6E WALL Z DRIVEWAY j— BEYOND dzJ (5EE PLAN) AB 16"x8" THICKEN E06E W/ (2) #5 GONT. THICKENED EPEE @ GARAGE DOOR PETA I L SCALE: RM 8" GMU BLOCK (1) #5 VERT. FROM FT6.— TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 5OL11 Tz X L co O GRADE __III —I o � _III-� _ 7 I —I m 8" WIDE GONT. GONG. CURB w GARAGE SLAB Cz } (5EE PLAN) d ° d d ° d III —III e IIMIII—III 11=111=1 I I— d d° I I-111-111—I I I III -1 I 1-1 1I- =I=1ii �I) #5 DOWEL W6" HOOK AT I=III-1 ALL VERT. WALL REINF. III_-1 111—I11-- III—� (5EE PLANS FOR LOCATION) I I —III —III —III —I - ''' GLEAN COMPACTED III —111— I FILL o q5% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 CONT. ON CHAIRS �12-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 (D�!�tt&E GURUi7ETAIL 8" GMU BLOGK--, BEYOND EXTERIOR DOOR— MTL. THRESHOLD ---\ SET IN SEALANT PORGH/PATIO/LANAI SLAB OR PAVERS (5EE PLANS) ---\ J m GLEAN GOMPAGTEDJ FILL o q5% STANDARD DEN51TY AND TERMITE TREATED 2-5TORY: I'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR OUT5AI NG I$ 56D POURED 51 LL5 17ETA I L :R MANUF. ,II_I R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) mtV� MONOLITHIG FOUNDATION W/ (2) #5 GONT. ON CHAIRS d d GRADE 17 I I. I I —I I ° —I Q I I II I mll l 111 °, d. III= R4.1 FI-FOIL OR EQUAL OVER %-' FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) =III— d III 1i'=I—i1) #5 DOWEL W/ 6" HOOK AT =IALL VERT. WALL REINF, (5EE PLANS FOR LOCATION) -III Illllllllli III- GLEAN COMPACTED FILL o q5% MONOLITHIC FOUNDATION STANDARD DENSITY WI TH W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE W (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS SOOTING SECTION W/ BLOCKG OETAIL SCALE: NTS 8" GMU BLOGK— BEYOND EXTERIOR DOOR MTL. THRESHOLD SET IN SEALANT PAVERS (SEE PLANS) R4.1 FI-FOIL OR EQUAL OVER !Y4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) 1 1 I —III —I 111=I I I —I I MI I 9 I I I —III —III —I I I= a < ° I I-1I_I=1I1=111- III —III —III- ` d I1=1I1=1II_ 11-III- I� �I III III MONOLITHIC GLEAN COMPACTED " 11 —11 �_ I I FOUNDATION W/ (2) #5 FILL o q5% STANDARD 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 BARS ENTRY "OOR �7�T�r I L 6 SCALE: NTS 3 Y2" GONG. SLAB W WWF OR FIBERMESH REINF. OVER 6 MIL. VAPOR BARRIER 4" Mir 8:: 8:: WIDTH PER ARCH IY -. vX n (2) #5'S GONT 5LA5 RECE55 AT 5HOWER SCALE: NTS N w Q PATIO/PORCH/LANAI SLAB (5EE PLAN) 8"x8" THICKENED — SLAB W/ (1) #5 GONT. DTH I CKENEO EP6E DETAIL ,�: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT5. 1 BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" 6ROUT CELL 50LID PORGH/PATIO/LANAI 5LAB OR PAVERS (SEE PLAN) z d .d EXP JOINT R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOUSE SLAB (5EE PLAN) d'. I —III —I a a I —III —III =1 I I—III=1 � �1111111111 i I #5 DOWEL W/ 6" HOOK AT _ III=) 11= ALL VERT. WALL REINF. III—III=111=I III= (5EE PLANS FOR LOCATION) 71 GLEAN COMPACTED FILL o g5% i r11111=III—III' III-111— MONOLITHIG FOUNDATION TH STANDARD DENSITY WI W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BAR5 EXTERIOR WALL @ PORCH/FATI C/LANAI PETA I L SCALE: NTS Y2" GYP. BD. EA. 51DE OF 2x4'5 ® 16" D.G. Y2" J-BOLT5 6" FROM EA. v END OF WALL AND 5PAGE o 32" O.G. 2" W' MIN. EMBED) LU STUD PLATE TIES PER } PT BOT. PLAN ® STUD TOP 4 PLT. BOT. vd (2) #5'5 GONT. W/ 3" MIN. CLEAR �' S UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRIGANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALL5 NOT 51JBJEGT TO A GALGULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. 16ARA6E 5TEP DOAN DETAIL SCALE: NTS 8" GMU (1) #5 VERT. FROM FT6. TO — BOND BEAM. LAP W FOUNDATION DOWEL MIN, 30" GROUT CELL 50LID zX a� O RADE ' III=III=III=111= 0 GLEAN COMPACTED FILL o q5% STANDARD DENSITY GH,�SE PITA I L 8 'NTS R4.1 FI-FOIL OR EQUAL OVER 9/4" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) e < d 'III —III —III —III II —I I I—III—III-1 I I-III-11 I -III-'' PVG GHA5E SLEEVE TO BE TWIGE THE DIAMETER OF PROTECTED PIPE WI TH MONOLITHIC FOUNDATION W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS ®�\N11111111111j� seal: � G. r _® 4 ®_ • e © copyright: Pftjl]'a Structural Engineering, Inc, Oil JLU w w Z_ c CJ Z w a cc r' Z= QU F— �� t E WF— w W 0° E 4C Q • mi Z W Y � p o� y m L6 W o N ac CM Cl IV M&K project number: 068-2001 1 project mgr: J S B drawn by: DJ R issue date: 1 2- `j 4-21 REVISIONS: date: initial: J d h W Z O H d O Z 0 LL sheet: Q O J W O z a a LO Q O o�coF Q �z J J� SCALE: NTS SDml FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 2 3/8"xO.113" RING SHANK NAILS ® 6" O.G. , w LU u> 2x6 FASCIA -SEE ARCH 8" GMU BOND BEAM W/ (1) #5 GONT. 8" REINF. GMU WALL - -5EE PLAN FOR VERT. 4 HORZ. REINF. SPECS SEE UPLIFT CONNECTOR - SCHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS 8" GMU BOND BEAM - W/ (1) #5 GONT. 8" REINF. GMU WALL - -SEE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 SECTION SCALE: 3/4"-I'-0" TRU55 0VERFRAMIN6 PER PLAN SECTION 20 SCALE: 3/4"=1'-0" PROVIDE SOLID SHIM BETW'N TRUSS 4 CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EACH TRUSS. VERT WALL REINF. TO EXTEND INTO BOND BEAM ROOF TRU55E5 PER PLAN —� PROVIDE MOISTURE BARRIER PLATE (PER TRU55 MANUF) EACH TRU55. VERT WALL REINF. TO EXTEND INTO BOND BEAM 2xbxl2" OR CL OF OPENING 2XSXI2 P.T. CENTER BUCK • • 3/8" DIA. ANCHOR 2X4 P.T. TOP BUGK 2X6 OR 2X8 P.T. BUCK EACH 51DE OF OPENING -VERIFY CONN. REQ'MT w/ DOOR MANUFACTURER PROVIDE (5) %" DIA. J-BOLT W/ 5Y2" EMBEDMENT AT EACH DOOR BRACKET, EACH 51DE OF DOOR. PROVIDE 0/2"A," THICK WASHER W/ EACH ANCHOR (15T BOLT TO BE 8" MAX ABV. CURB REST EQUALLY SPAGED APPROXIMATELY 24" O.G) START BOLTS AFTER 6ARA6E CURB W' MAX.) 6E DOORBUCKDETAIL &L4 TS PROVIDE SOLID SHIM BETW'N TRU55 4 CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRUSS 15 6REATER THAN 1 Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF SHEATHING TO FASCIA WITH 2 %"xO.113" RING SHANK NAILS @ 6" O.G. SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS 2x6 FASCIA -SEE ARCH Er REINF. MASONRY LINTEL/ BEAM - - SEE PLAN FOR SPECIFICATIONS. CONNECT EACH END OF MASONRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL w/ 24" LEC75 SECTION 3 SCALE: 3/4'=1'-0" VALLEY SET 0VERFRAMIN6 ROOF 5HEATHIN6 FASTEN EACH OVERFR TRU55 TO TRU55 BELO WITH (1) SIMP50N VTGR 24" O.G. ROOF TRU555 TYP I CAL OVERFRAM I NG CONNECTION DETAIL SCALE: N.T.S. �— BOND -BEAM �—GONTIN. PRECAST HEADER S" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GAST-GRETE GAST-GRETE WINDOW SILL, WINDOW SILL, OR EQUIV. OR EQUIV. :P 71 DOUBLE WINDOW MA NRY P 1 ER DETJ� I L L SCALE: NT3 TRIPLE WINDOW SIM. PROVIDE 50LID SHIM BETW'N TRU55 CONNECTOR IF TRUSS LOCATED LESS THAN I YY FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y2' FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. 2x FASCIA -5EE ARCH FASTEN EXTERIOR 5HEATHIN6 TO BL0GKIN6 IN EA. TRUSS BAY w/ 2 NAILS ® b" O.G. FASTEN EA. 2x4 BL0GKIN6 IN EA. TRU55 BAY TO BOND BM. w/(4) HILTI DNI12P8 PAF'S FASTEN EXTERIOR 5HEATHIN6 TO 2x BL0GKIN6 w/ 2 Y2"xO.131" NAILS 3"O.G. 8" GMU BOND BEAM w/ (1) #5 BARS GONT. 8" REINF. GMU WALL - -SEE PLAN FOR VERT. 4 HORZ. REINF. SPECS p RETROFIT DETAIL I- SCALE: 3/4"=1'-0" SECTION SCALE: 3/4"=1'-0" ALL LAPS IN MASONRY 25" RUNNIN6 BAR #5 BENT CORNER BAR GROUTED CELL TYP. CORNER VERT. HALL RE I N�ORC I NG DETAIL SCALE: NTS SEE DETAIL I ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT 5H0WN HERE FASTEN EA. ROOF TRUSS TO GMU w/ 51MP50N M5TMI6 TWIST STRAP. FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 Y4" L0N6 TITEN SGREWS PROVIDE MOISTURE BARRIER PLATE (PER TRU55 MANUF) EACH TRU55. PROVIDE 2x FLAT BL0GKIN6 FIT T16HT TO ROOF TRUSSES ® EVERY OTHER BAY FASTENED TO GMU w/ (3) Y4" DIA. x 3 Y2" LONG TAPG0N5. FASTEN BLOCKING TO ROOF TRU55E5 w/ (2) 3 Y4"x0.131" NAILS @ EA. END. TRUSSES PLAN T CONNECTOR SCHEDULE WALL REINF <TEND INTO > BEAM NOTES: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 5IMP50N ET EPDXY). 2. PROVIDE 3/4" DIA. HOLE FOR DOWEL, BLOW OR BRUSH GLEAN. 3. FOLLOW MANUF. INSTALLATION IN5TRUGTI0N5. FUTURE 8" GMU BLOCK DRILL 6" INTO EX15V6 1+1� :: SLAB, EPDXY $ DRIVE #5 DOWEL, PROVIDE MIN. 50" LAP SPLICE I I �.I GRADE ROOF TRUS -SEE PLAN (2)3 Y2"XO.131" 8" GMU BOND BEAM w, (1) #5 BARS GONT. 8" REINF. GMU WALL - -SEE PLAN FOR VERT. HORZ. REINF. SPECS BY WINDOW/DOOR MANUFACTURER 3/WxO.113" RING SHANK 2x4 FLAT BLOCKING ® 16" o.c. FASTENED TO BOND BM. w/ Y4" DIA. x 3Y4" TAPGON (2)3 Y2"XO.131" VERT WALL REINF. TO EXTEND INTO BOND BEAM SECTION SCALE: 3/4"= I'-0" NOTES: I. 2X PT BUGKS/NAILERS SHALL EXTEND BEYOND INTERIOR FAGE OF WINDOW/DOOR, FASTEN BUCK TO MA50NRY W/ (1) ROW OF %"x4" TAPG0N5 b" FROM ENDS AND 16" O.G. MAX. TAPG0N5 TO BE I Y2" MIN. FROM EDGE OF BUCK. 2. BUCKS LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. STRUCTURAL CONNECTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN THIS CASE. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X BUCKED OPENING, USE (3) R0W5 OF 3"xO.131" NAILS 5TA66ERED ® 12" O.G. EA. SUCCESSIVE BUCK. 4. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET. 5. ADDITIONAL WOOD BUGK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) R0W5 OF 2 Y2'x0.131" NAILS @ 16" O.G. FASTEN WINDOW/DOOR TO 2X PER WINDOW/DOOR MANUFACTURER'S SPECS. W I NDOW/DOOR BUCK DETA I L SCALE: NTS SEE TYP. FOUNDATION DETAILS FOR ADDITIONAL INFORMATION NOT 5H0WN HERE I #5 VERT. BAR TO BE 70:1 LOCATED PER PLAN IN GROUTED CELL I_ I z_ I � .., 4 . < I � � rL II I MI M 155ED DOWEL RETRO� I T DETAIL SCALE: NTS SIM. ® GMU STEM P"OR DROPPED GRADE 4x6 P.T. P05T PROVIDE (1) SIMPSON L5TAI8 STRAP ON EACH EXTERIOR FACE OF POST, q" MIN END LENGTH DROPPED BEAMS PER PLAN REAR WOOD LANAI TYP. BEAM TO 1205T CONN. SCALE: 3/4"=1'-0" LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN SPEG I E I G AND ARE ONLY REQU I RED ALL APPL I GABLE AREAS. THESE WHERE SPEG I E I GALLY I ND I GIFTED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. \ seal: ®®®�! G. /3 z '1 ®10 :a:Z man•� A OF •� b1, 1 R1�.. c � copyright : MUL✓HE JI4 f4�'114 truct Structural Engineering, Inc. am M Z_ m w w Z N t� Z w aL + < Q a� � Z= cli m cn `nUJa� •5 Q m E Z Q1 Irl- CD _! W C o o m y W _ 6N am C M n IV M&K project number: 068-2001 1 project mgr: JS B drawn by. DJ R issue date, 12-1 4-21 1REVISIONS: date: initial: 03/11/22 DJR sheet: 4 O LL Q � O Z a z J d O U :D Q 11 r � J J� SDM2 �' i r, �P 3Ho� a -on harn K11 G" 2�Io3 Y�.R Fo l L(�