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HomeMy WebLinkAbout6798 Shelby Lynn WayABBREVIATIONS 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 Qa 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 OBS OBSCURED B.P. BRG. BI-PASS DOOR 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 DW DOOR DISH WASHER QUAD QUADRUPLE DWG DRAWING REF REFRIGERATOR D.S. DOWNSPOUT REINF REINFORCED DTL DETAIL REQ'D REQUIRED EA. EACH PING RANGE E.J. EXPANSION JOINT R.O. ROUGH OPENING ELEC. ELECTRICAL R FIND RISER ROUND ELEV ELEVATION 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 WC WATER CLOSET INSUL. INSULATION WD WOOD INT. INTERIOR WWM WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB IF vil an Ian TM Companies 90 Matawan Road Matawan, NJ 07747 (732) 747-7800 DUPONTASPIRE ELEVATION "B" 6798 SHELBY LYNN WAY ZEPHYRHILLS, FL 33542 LOT 066 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 CS.1 CS.2 A-1.1 A-2.1 A-2.2 A-3.1 A-5.1 A-5.2 WP-1 E-1.1 P-1.1 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 PLANS FRONT & REAR ELEVATIONS SIDE ELEVATIONS ROOF PLAN BUILDING SECTIONS TYPICAL WALL SECTIONS WATERPROOFING DETAILS FIRST FLOOR ELECTRICAL PL,�N�,�h�� 4 L�{ �h"PLY WITH PREVAIL SLAB PENETRATION PLAN C NA,.fit p , STRUCTURAL NOTES AND Ht W SLAB PLANORDINANCES-"; BLOCK PLAN ROOF FRAMING PLAN FOUNDATION DETAILS REVIEW DAT1=MA 4+ `^ STRUCTURAL DETAILS CITY OF STRUCTURAL DETAILS FLAN EXA10NER AR"EA TABULATION ELEVATION "B" 1 ST FLR A/C 1830 SQ. FT. TG T i yam. A/C 1830 SQ. FT. LANAI 120 SQ. FT. ENTRY 43 SQ. FT. GARAGE 410 SQ. FT. TOTAL U R 2403 SQ. FT. 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 It W } 2 CC uj 3. 0 ~ } >�Q0 wpp� (AVWW Q = w J U) W p cc z z � w z WaQ�a �D 0U = Z ILL U) �I—QZp � QQ 14 occ n H 0 L9 0 O Z I� A U 0 m Im Q w� 0 wA _ x w w (j) rL ix � w f__0 z 0 0 U (L O R U w zwVI O (n a a a a a z COMMUNITY: UNKS AT CA USA SPRINGS FLAN # 61 Of RELEASED: 02/04/21 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 FO:R 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 1. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE FEET, HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL OF THE FLIGHT. POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 11/2 FLASHINGS SHALL BE USED TO SEAL ROOFING SYSTEMS, WHERE THE SYSTEM IS INTERRUPTED OR TERMINATED AND SHALL BE INSTALLED IN A MANNER THAT PREVENTS MOISTURE FROM ENTERING THE THE GARAGE SHALL BE IN ACCORDANCE WITH SECTIONS R302.5.1 THROUGH R302.5.3. 2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES ABOVE THE FLOOR, INCHES (38 MM) BETWEEN THE WALL AND THE HANDRAILS. WALL AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE PERMEABLE MATERIALS AND AT R302.5.1 OPENING PROTECTION 3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES ABOVE THE FLOOR; AND INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES, EXCEPTIONS: NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED MEASURED HORIZONTALLY AND IN A STRAIGHT LINE F THE GLAZING. 5 SUS G , O G G 1. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE TURN. R903.2.1 LOCATIONS WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES (35 MM) IN THICKNESS, SOLID OR 2. THE USE OF A VOLUTE, TURNOUT, STARTING EASING OR STARTING NEWEL SHALL BE ALLOWED FLASHINGS SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, WHEREVER THERE IS A CHANGE IN HONEYCOMBCORE STEEL DOORS NOT LESS THAN 13/8 INCHES (35 MM) THICK, OR 20-MINUTE FIRE -RATED R308.4.5 GLAZING AND WET SURFACES OVER THE LOWEST TREAD. ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. WHERE FLASHING IS OF METAL, THE METAL DOORS. 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 SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE R311.7.8.3 GRIP -SIZE OR IN COMPLIANCE WITH RAS 111. 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. EXCEPTION: FLASHING IS NOT REQUIRED AT HIP AND RIDGE JUNCTIONS. 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. 1. TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT R903.2.3 MEMBRANE FLASHINGS THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE 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 ALL MEMBRANE FLASHING SHALL BE INSTALLED ACCORDING TO THE ROOF ASSEMBLY MANUFACTURER'S 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 PUBLISHED LITERATURE. 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 TABLE R302.6 DWELLING -GARAGE SEPARATION INCHES (57 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 MM). R905.2.4.1 WIND RESISTANCE OF ASPHALT SHINGLES (IF APPLICABLE) FROM THE RESIDENCE AND ATTICS R308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTIONS R905.2.6 AND R905.2.6.1. 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 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 EXHAUST SYSTEMS: 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 - 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 OUTDOOR DISCHARGE SECTION NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT R308.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR NOT LESS THAN 3/8 INCH (10 MM) TO A LEVEL THAT IS NOT LESS THAN 13/4 INCHES (45 MM) BELOW THE TALLEST PORTION OF THE AIR THE AIR REMOVED EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED T, THE OUTDOORS 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 IT V ACCORDANCE WITH SECTION M1506.3. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 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 ENCLOSED SPACE UNDER STAIRS THAT IS ACCESSED BY A DOOR OR ACCESS PANEL SHALL HAVE WALLS, INCH (0.25 MM). M1502.4.5 DRYER DUCT LENGTH UNDER -STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH (12.7 MM) GARAGES: THE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE DETERMINED BY ONE OF THE METHODS GYPSUM BOARD. GUARDS: SPECIFIED IN SECTIONS M1502.4.5.1 THROUGH M1502.4.5.3. R309.1 FLOOR SURFACE FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX: GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL. R312.1.1 WHERE REQUIRED M1502.4.5.1 GUARDS SHA-L BE PROVIDED FOR THOSE PORTIONS OF OPEN -SIDED WALKING SURFACES, INCLUDING THE MAXIMUMLENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET (10 668 MM) FROM THE CONNECTION TO R302.THE SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR WALL AND CEILING FINISHES 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 THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. WHERE FITTINGS ARE USED, THE FLAMEFLAME 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 ) MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN ACCORDANCE WITH TABLE M1502.4.5.1. 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. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. R302.10 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR INSULATION EGRESS: R312.1.2 HEIGHT REQUIRED GUARDS AT OPEN -SIDED WALKING SURFACES, INCLUDING STAIRS, PORCHES, BALCONIES OR M1502.4.5.2 MANUFACTURER'S INSTRUCTIONS THE SIZE AND MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED BY THE DRYER FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTIONS R302.10.1 THROUGH R302.10.5. R310.2.1 MINIMUM OPENING AREA LANDINGS, SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN HEIGHT AS MEASURED VERTICALLY ABOVE MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE CODE OFFICIAL SHALL BE PROVIDED WITH A COPY 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. OF THE INSTALLATION INSTRUCTIONS FOR THE MAKE AND MODEL OF THE DRYER AT THE CONCEALMENT FIREBLOCKING: SQUARE FEET. THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24 INCHES AND THE NET INSPECTION. IN THE ABSENCE OF FITTING EQUIVALENT LENGTH CALCULATIONS FROM THE CLOTHES CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES. EXCEPTIONS: DRYER MANUFACTURER, TABLE M1502.4.5.1 SHALL BE USED. 1. GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 34 INCHES (864 MM) 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. M1502.4.5.3 DRYER EXHAUST DUCT POWER VENTILATOR 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 THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED IN ACCORDANCE WITH THE 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) MANUFACTURER'S INSTRUCTIONS FOR THE DRYER EXHAUST DUCT POWER VENTILATOR. 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. WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL HAVE A GENERAL NOTES: 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 ATTENTION GENERAL CCi ZTRACTOR /BUILDER: 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. ISSUANCE OF PLANS FROM THE ARCHITECT SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR 1.1.VERTICALLY AT THE CEILING AND FLOOR LEVELS. WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. WINDOW OPENING CONTROL DEVICES EXCEPTIONS: TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR 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 ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE 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. ARCHITECT FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / 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 REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. R312.2.1 WINDOWSILLS SPHERE 43/8 I14CHES (111 MM) IN DIAMETER. MADE AFTER THE FINAL FANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY 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 MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE ARCHITECT, THE 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: SHALL NOT BE HELD RESPONSIBLE. WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF WITH THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING, THE OPERABLE COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM W!NDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: R506.2.3 VAPOR RETARDER INSPECTION NOTES: E136 REQUIREMENTS. 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 A 6-MIL (0.006 INCH; 152 MM) POLYETHYLENE OR APPROVED VAPOR RETARDER WITH JOINTS LAPPED NOT LESS THAN 6 INCHES (152 MM) SHALL BE PLACED BETWEEN THE CONCRETE FLOOR SLAB AND THE BASE WORK SHALL NOT BE DONE BEYOND THE POINT INDICATED IN EACH SUCCESSIVE INSPECTION WITHOUT FIRST OBTAINING THE APPROVAL OF THE BUILDING OFFICIAL. THE BUILDING OFFICIAL, UPON 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. NOTIFICATION, SHALL MAKE THE REQUESTED INSPECTIONS AND SHALL EITHER INDICATE THE PORTION UNIT SEPARATION. 2. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F2090. OF THE CONSTRUCTION THAT IS SATISFACTORY AS COMPLETED, OR NOTIFY THE PERMIT HOLDER OR HIS R302.11.1 FIREBLOCKING MATERIALS 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES THAT EXCEPTION: TAE VAPOR RETARDER IS NOT REQUIRED FOR THE FOLLOWING: 1. GARAGES, UTILITY BUILDINGS AND OTHER UNHEATED ACCESSORY STRUCTURES. OR HER AGENT WHEREIN THE SAME FAILS TO COMPLY WITH THIS CODE. ANY PORTIONS THAT DO NOT COMPLY SHALL BE CO��r.E.,TED AND SUCH PORTION SHALL NOT BE COVERED OR CONCEALED UNTIL EXCEPT AS PROVIDED IN SECTION R302.11, ITEM 4, FIREBLOCKING SHALL CONSIST OF THE FOLLOWING . COMPLY WITH SECTION R3122.2. 2. FOR UNHEATED STORAGE ROOMS HAVING AN AREA OF LESS THAN 70 SQUARE FEET (6.5 M2) AND AUTHORIZED BY THE BUILDING OFFICIAL. MATERIALS. STAIRWAYS: I CARPORTS. 3. DRIVEWAYS, WALKS, PATIOS AND OTHER FLATWORK NOT LIKELY TO BE ENCLOSED AND HEATED AT FOUNDATION INSPECTION NOTES: 1. TWO-INCH (51 MM) NOMINAL LUMBER. A LATER DATE. A FOUNDATION SURVEY ;,HALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE 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. BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING 3. ONE THICKNESS OF 23/32-INCH (18.3 MIN) 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 STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS. PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. THE CLEAR WIDTH OF WALL COVERING: 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 EXTERIOR FINISHES: 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 1. CEMENT PLASTER FINISH OVER MASONRY SHALL BE 5/8" THICK TEXTURED PER COMMUNITY 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 STANDARDS. 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 2. CEMENT PLASTER FINISH OVER WOOD SUBSTRATE SHALL BE 7/8" THICK (3) COAT STUCCO OVER (2) 7. BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED MATERIALS R311.7.2 HEADROOM WITH THE MANUFACTUREROS RECOMMENDATIONS. LAYERS OF WATER RESISTANT BARRIERS IN ACCORDANCE WITH FLORIDA BUILDING CODE 7TH EDITION 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 (2020) RESIDENTIAL, R703 AND ASTM C926. TEXTURE PER COMMUNITY 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 SPECIFIC APPLICATION. THE LANDING OR PLATFORM ON THAT PORTION OF THE STAIRWAY. GLASS MAT GYPSUM BACKING PANEL (ASTM C1178) FLOOD ZONE REQUIREMENTS: GYPSUM PANELS (ASTM C1278) PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. R302.12 DRAFTSTOPPING R311FIBER-REINFORCED STAIR TREADS AND RISERS NONASBESTOS FIBER -CEMENT BACKER BOARD (ASTM C1288 OR ISO 8336, CATEGORY C) 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) MECHANICAL AND HVAC: 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 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET (92.9 M2). DRAFTSTOPPING RUNNERS. WINDOW INSTALLATION GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR 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 PERMIT. 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 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND 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. REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR 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 REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (762 mm) DEEP AND 30 INCHES (762 mm WIDE ) 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 SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 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 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE 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 DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. #26 GAUGE (0.48 mm) SHEET STEEL OR 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 OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 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 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 MM) WOOD STRUCTURAL PANELS OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. INCHES (76 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S 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 INSTALLATION INSTRUCTIONS. OTHERWISE APPROVED BY THE BUILDING OFFICIAL. THE INTEGRITY OF THE DRAFTSTOPS SHALL BE THE TREAD DEPTH SHALL BE NOT LESS THAN 10 INCHES THE TREAD DEPTH SHALL FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN MAINTAINED. MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OOF F THE FOREMOST PROJECTIONN OF SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF 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 STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN 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 ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. MM). WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: R308.4.1 GLAZING IN DOORS R311.7.5.3 NOSINGS 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 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 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 EXCEPTIONS: 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 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. DECORATIVE GLAZING 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 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 Fcc 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 C� O INCHES TIO SVE THE FLOOR OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING RISERS. 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 DIRECTCON 3 ZQ?' WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR , 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 ORPROTECTION AT THE HEAD AND SIDES. ` " DOOR IN A CLOSED POSITION. HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, 1.2. IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN 2. WHERE THE GLAZING IS ON A WALL LESS THAN 180 DEGREES FROM THE PLANE OF THE DOOR IN A OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES 864 MM ( ) AND NOT MORE PROFESSIONAL. +,• IW 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. , -e EXCEPTIONS: EXCEPTIONS: 1.4. IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMANVDMA 250, FMA/AAMANVDMA 300 OR _ e 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 F ,t°> F F e 4 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.'' sf �'��� AND THE GLAZING. 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, 3. UNDER AND AT THE ENDS OF MASONRY WOOD OR METAL COPINGS AND SILLS. � S� - '' N\N ®7®�si OR 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 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 4. GLAZING THAT IS ADJACENT TO THE FIXED PANEL OF PATIO DOORS. PERMITTED TO EXCEED 38 INCHES (956 MM). WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. W Lu �00~ LuWZO >oC¢O ULI 1- (A U W W =F W YQI-Z �LLOOuj uj Z Z z ~ Z zgU¢J W (L LL U O O 0 0 n it 7 H 0 0 u O w 00 0 O w Z a w U z O I z O i i i 0 I I I I Z 29 I I I I w llz KKK aa i I I I I I ! i I I I I COMMUNITY: LINKSATCALUSA SPRINGS ! PLAN # 6101 i RELEASED: 02/04/21 SHEET i CS2 i z w W z 0 U z w S_ 3-SIDED ACRYLIC SURROUND _qQ,_R„ 16'-8" 12'-0" 10'-0" '01 10 6" 11,_0„ 6„ STUCCO WRAPPED ---- — — — — BEAM @7'-8" p STUCCO WRAPPED p W, 4X6 POSTS a . 0.� a� A-5.1 3 u LANAI 3 U p U Q 8'-8" CLG. v a = p Oco j um1 T MOISTURE RESISTANT m O r C) I DRYWALL CEILINGcl) Cn r I co ol 6-0" V 14'-8„ I I _411 91 _811 81 '35 SH i I I 6068 SGD (53"x63") EGRESS TEMP. 35 SH XFER TbN GRILL � 15'-2" IM _ „ 181_61' 4 I O RK AHU ON STAND a GREAT c� ROOM ' CV �CV 8'-8" CLG. M OWNER'S in RETURN AIR GRILLE 00 SUITE � r 8 -8 CLG. �-IN � ' (4)12" SH ADD 7/16" OSB TO 5,_12„ �„� MECH. CLOSET PTRY ; CEILING FOR FIRE DRAFT STOP r _ N = OWN R'S8,_42„ 3„ 2 00 ' cl)b BATHlo N M co I I 8'-8" CLG. Zo- nM -3 , n 4 -11 -® I I 2X4 LOW WALL TIN > I j j F7 SIN p,00 I'll I CV u,� 0 t0 Op 100 00 N OI co oI Ico r M KITCHEN ' � DINING I F I 8'-8" CLG. I 36 "HT. FLAT COUNTERTOP AREA WC IL ---- �"i� I I n 8'-8" CLG.1I `►� 6,_42n 5N OS WIC 3_ r-' r I 8' e �I - , " n , I 1 8-8 , n , n 10'_CJ1" 4-9 2-4 Q I d• REF. lo I ' I I WATERLINE ---- &S HI &LOW i L---___-----I;.=r _ � N -r I ' r I- -- CV I I � O o w BEDROOM 2 r T� i UNDRY i -- i CL - BEDROOM 4 `n C0 w z ih m 8'-8" C cal G. ' j 8'-8" CLG. r 1 I I N O , oC `n 8'-8" CLG. N . x nl 00 _ _ J �i ,K = i WASHER I cc Wu �r SIN M coCL I BOX --- I TbN i DRYER VENT cl�n;- r r V SH LA 21-711, 2 10'-2" r�s� 6'-82" \ 12'-92„ 5'-22" 2 -D2 XFER �00 , 1„ 4 -62 cM GRILL XFER r GRILL HALL HALL BATHCc iv WH 2868 SC W/ 8'-8" CLG. n w e�8 8 -8 CLG. a C CV SELF CLOSER 18'-10„ ,_ 1„ 5 82 �_ 1 �� w 3 92 „ _ in 0 LAV _ ol 2,_0„ F----------- 1 o " „ ATTIC ACCESS FOYER @� O WC o 8'-8" CLG. Cr 2 CAR GARAGE N o = M�� CL s� �,-----_R&S-� 8 -8 CLG. -- r `' CL d 1/2" CEILING BOARD (V ABOVE ' N J" WALL BOARD ON ,-1„ 3 2 GARAGE SIDE PROVIDE INSULATION AS REQ'D O`O° a 2'-4" 6'-8" XFER 'p 2" CONCRETE GRILL (V CURB BEDROOM 3 ----------------------------------- 8'-8"CLG. = ENTRY r I 8'-8" CLG. .- C 00 I I p 16070 GARAGE DR. ��\ '25 SH (37"X63" EGRESS) I 16,_0„ : 21_011 41_411 ,-0' 8'-4" 5,_0„ ol (V 20,_011 5'-4" 13141 38'-8" FIRST FLOOR PLAN SCALE: 1 /4"=1'-0" (22"x34") SCALE: 1/8"=1'-0" (11"x17") I LEGEND SYMBOLS I A BUILDING/WALL SECTION MARKER AO INTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE ELEVATION STEP BRKX FLOORING BREAK WALL TYPES 2x WOOD/STEEL FRAMED PARTITION INTERIOR PARTITION w/ INSULATION •�.�..�•CMU WALL INSULATION SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL BRACKET SPACED 16" O.C. FOR VERHANGS GREATER THAN 10" SOLID SURFACE COUNTERTOP TOP PLATE 2x4 STUD WALL I'-z" MAX SEE PLANS FOR WALL LAYOUT 1/2" GYP. tBASE CABINET AS ; BD. PER SHOP DWGj Fv WD.BAS MOLDING FINISH FLOOR 21 F OFINISH OR� r-SUBFLOOR TYPICAL DOOR PLACEMENT DIAGRAMS ODOORS LOCATED WITHIN A LENGTH OF WALL ARE TO BE CENTERED UNLESS DIMENSIONED OR NOTED OTHERWISE. DOORS LOCATED ADJACENT TO WALL INTERSECTIONS ARE TO BE PLACED 3" B MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED 1 A-5.1 OTHERWISE. NOTE: TYP. WINDOW HEAD HGT. AT T-4" U.N.O. -SIDED LCRYLIC ;URROUND w } = CC �00� } W OCQO F- W Q? W W � J W W Ir cc cr �1 0 - Z ILOOU) ZQZZp"Z W (L = cr- �W 0U =ZLLC/) � Q cz a c w Q o O g� FQ- 0 0 0 cn U O (L p O j W-j x LLO w Im" mm" a V) cn 0� l< i~ Y.I 1-0 z O a, A :n 2) z_ 0 Dd :n g w V) RAISED WITH SAND FINISH I -v ,FOAM MEDALLION DETAIL SCALE: 3/4"=1'-0" GARAGE DOOR 4" 01 ------ -- v 4" WIDE J STUCCO BAND (+1) u ,GARAGE TRIM DETAIL SCALE: 3/4"=1'-0" ,WINDOW TRIM DETAIL SCALE: 3/4"=1'-0" 12 115 ROOF SHINGLES PER �\ COMMUNITY SPECS (TYP.) 12 5 35 SH "35 SH 6068 SGD REAR ELEVATION SCALE: 1 /4"=1'-0" (22"x34") SCALE: 1/8"=1'-0" 11"x17") 11.0/1 SI_OII 1_OII 12 12 12 5 12 5 p -� 5 ROOF SHINGLES PER 5 I COMMUNITY SPECS cn (TYP.) " 6 WIDE STUCCO CRICKET BAND (+1) Ej 1'-0 El 1:1 1 I 4 WIDE STUCCO 1 BAND(+1) 2 2'-0" STUCCO '25 SH BAND RETURN 16070 GARAGE DR. 3068 FRONT ELEVATION SCALE: 1 /4"=1'-0" 22"x34" SCALE: 1/8 "=1'-0" �11 "x17" 3 BLDG. HEIGHT ROOF SHINGLES PER COMMUNITY SPECS (TYP-) 4" WIDE STUCCO BAND (+1) HEEL HIGHT AN 4" WIDE STUCCO BAND (+1) M _ T.O. MASONRY clico T I T.O. WINDO 4" WIDE STUCCO BAND(+1) 18" DECORATIVE FOAM SHUTTERS T FIN_FLR. co I co PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE:. FINISH TRIM COLOR SAND FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) W Wz0= O y. H > cc 00 0 1— cnUWw 3. �W_ � Y O H Z L.LOOm zZZ~z cc :5 U) J _ CL 5: cc �U)a0Q �I=a?o cz n a H O Z O � a U O � � O Im O a O O U) M-i z w O w MONO Ono 'Q w z j O a w O R U W 0 Z O 11z <1 << COMMUNITY, LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: OV04121 SHEEP Aw22. 1 12 51 r-_--- Al d 12 5[r-7- ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 12 115 RIGHT ELEVATION SCALE: 1 /4"=1'-0" (22"x34") SCALE: 1 /8"=1'-0" 11 "x17") 12 ROOF SHINGLES PER 715 COMMUNITY SPECS (TYP.) 12 5� 12 51 rF---- LEFT ELEVATION SCALE: 1 /4"=1'-0" (22"x34") SCALE: 1 /8"=1'-0" 11 "x17") PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH fir;`=r•:�:..rr{': 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) W }_� �o °� } LLj >�a0 WpF- CC ~ W a _ :) W ~ W J �10E-Z O Z z z Z �gQ�J Wd2CCa 0U = Z LL U) zcz n O 2 H 0 U O Z m w mom to w 0 mj W-' w w w w Ao� ME" f-- Z 0 IL O E U W G N O� in aaaaa Z COMMUNITY: UNKSATCALSA SPRINGS PLAN #61Of RELEASED: 02/04/21 SHEET Apw2.2 ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 2403 SQ. FT. 1 153 SQ. IN. UPPER VENT 40% NET VENT MIN. 461 SO. 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 R905.1.1 FOR ASPHALT SHINGLES REFERENCE TO SECTION R905.2 FOR TILE ROOFING REFERENCE TO SECTION R905.3 ROOF PLAN SCALE: 1/4"=1'-0" (22"x34") SCALE: 1 /8"=1'-0" 11 "x17") YQHZ O Z Z Z Lu Z J < J W o- 2 cc n- � U) 0 0 Q � H Q Z � n Q o O �Q �3 H 0 0 0 U O to o a o � I O w � l< z O a M A 0 E U W G Z O� ��rnj o aaaaa OCZ COMMUNITY: UNKSATCA SA SPRINGS PLAN # 6101 RELEASED: 02/04/21 SHEEP Aw3.1 I FOOTING PER FOUNDATION PLAN , BUILDING SECTION SCALE: 1/4"=1'-0" 2 BUILDING SECTION SCALE: 1/4"=1'-0" m ROOF TRUSSES (SEE SHEET FOR DETAILS) T.O. WALL T.O. WINDOW FOOTING PER FOUNDATION PLAN go IY W Lu wz �00E- >c¢0 W=�I- ¢p�� _ CC - J Y01-z IL O O cn zzz�z W 'L 2 it n- O _Q �I-QZD g cz n H O O O w O w A a � a Z O IL O C] O R U W G U) Oo z LgLaa< COMMUNITY: UNKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 02/04/21 SHEET AwS. I ROOF SHINGLES OVER ROOF SHINGLES OVER t2 15# ROOFING FELT 12 15# ROOFING FELT SEE ROOF SEE ROOF PLAN PRE-ENGINEERED ROOF � PLAN PRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. r<:!!� Z TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END HURRICANE STRAP EACH END OF TRUSS - REFER TO OF TRUSS - REFER TO STRUCTURAL. STRUCTURAL. AK TOP OF C.M.U. TOP OF C.M.U. (REFER TO ELEV.) (REFER TO ELEV.) INSULATION PER COMMUNITY SPEC. SEE 2x6 ALUM WRAPPED FASCIA SEE ENERGY CALCS. SEE - - ELEV. ELEV. BD. w/ALUM DRIP EDGE. 1/2" (MIN.) CLG. BD. 1/2" (MIN.) ------ SOFFIT PER SPECS 2x6 ALUM WRAPPED FASCIA CLG. BD. ix PT DRAPE BLKG BD. w/ALUM DRIP EDGE. (f" TYPE'X' GYP. BD. SEE STRUCTURAL ABOVE WINDOWS 1/2" SOFFIT PER SPECS TO BE PROVIDED PLAN G.W.B. WHEN LIVING SPACE SEE STRUCTURAL IS ABOVE GARAGE) WINDOW PER PLAN PLAN BLOCK W/ CEMENT T OUS FINISH (BEYOND) GYP.BD. WINDOW SILL 1/2" GYP. BD. OVER RADIANT PRECAST WIN. SILL BARRIER INSULATION (R-4.1) AT T ACHED TO ix2 PT. FURRING @ 24" O.C. SLOPE GRADE AWAY EXPANSION JOINT FROM HOUSE DRIVEWAY PER COMMUNITY BASE BOARD GARAGE SLAB, 4��J�SLOF`r- SPECS SEE STRUCTURAL J� 0'-0" PLANS " FIN. FL. SSE \f FIN. FL. TYP. 1-STORY WALL SCALE: 1/2" = V-0" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS PROVIDE 2X4— FRAMED ENCLOSURE FOR ELECTRICAL PANEL, FINISH W/ J" GYPSUM BOARD ELECTRIC METER LOCATION - SEE PLANS. VERIFY INSTALLATION IN FIELD STUCCO FINISH EXTERIOR- CMU BLOCK WALL NOTE: ELECTRICAL PANEL IS TO BE INSTALLED ACCORDING TO ALL APPLICABLE LOCAL, STATE AND NATIONAL CODES. VERIFY PANEL DIMENSIONS PRIOR TO CONSTRUCTION. FOUNDATION PER STRUCTURAL DRAWINGS GYPSUM BOARD 3 1/2" PANEL WINDOW z a cr w GARAGE 0- CONCRETE B REFER • - PLANS ;rl:►_i�la Imo■ cr) co GYPSUM - BOARD J" GYPSUP BOARD NICHE FOI ELECTRIC PANEL & WIRING ELECTRIC PANEL io EXTERIOF CMU BLO( WALL CONCRET CURB REF TO PLANS CONCRETE SLAB ON GRADE AT GARAGE FLOOR e I-wull"M 1 ww cn PER STRUCTURAL DRAWINGS WALL SECT -ION 0 GARAGE DOOR SCALE: 1 /2" =1'-O" ATTIC OR SECOND FLOOR LIVING SPACE REFER • PLANS• �l ME ' _ ON mm ELECTRICAL PANEL NICHE AT CMU BLOCK WALL NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION cr w } 2 I= Lu �00� WI= 0 p F- Qp�H w CL W U) cr cr cr Y 0 F- Z ,S Ii 0 0 () zzzp:Lu °Cga2_j wa=Ira- �(npOU =ZILL (A a?o cz O O z 0 U 1.I 0i ur�- 0o w U) O 0 mi w NINE" I� u a 1­0 z 0 0 O E LL w G O_ aaaaa GCZ COMMUNITY: UNKSATCAL SPRINGS PLAN # 6101 RELEASED: 02/04/21 SHEET Alw4. 2 z ic> "L" FLASHING SCALE: N.T.S. WOOD SHEATHING 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) s" THICK, 3 COAT CEMENT PLASTER METAL LATH LAP WRB & TAPE OVER ROOF/WALL SCREED 5X5 "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) ICE AND WATER SHIELD 15" VERTICAL AND 15" DOWN ROOF CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF CEMENT SHINGLE ROOFING 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. WOOL 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. $" 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 g0 5X5 WALL FLASHING KICK cr c� -OUT FLASHING (SEE DTL. BELOW) w —120 FELT UNDERLAYMENT SHINGLE ROOFING FASCIA WRAP DRIP EDGE: OVERLAP 3", EXTEND BELOW SHEATHING, MECH. FASTEN 4" O.C. MAX. KICKOUT DETAIL SCALE: N.T.S. z U) STEP 1 FOLD FOLD INWARD @ PT. A STEP 3 vv 770 FOLD INWARD @ PT. A 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 m FOLD INWARD @ PT. A CREASE @ PT. B STEP 4 WATERTIGHT SEAL. FOLD. DO NOT CUT. Pee BOTTOM FLANGE3ZQ?� FOLD INWARD @ PT. A��`�� CREASE @ PT. B P'7 CREASE @ PT. CFOLD PT. C OVER PT. B TILL .� PT. C TOUCHES BOTTOM FLANGEeo�,�. W }2� �00m WOWC¢0 Q ? W W J U) w cr cr_ a= �10f—z 06 li 0 0 v) zzzp:z WCL< a=ita- �U)a0Q Q?o cz'cz ��j Q o �Z H O cn O � U w 0 � A z 0 r.� LLO 0 0 0-1 O w a a MEOWw w z 0 IL A 0 a U) o z 04 �o aaaaa Z i COMMUNITY. UNKS AT AL SPRINGS ! PLAN # 6101 RELEASED: 02/04/21 SHEET i wpow 'I i FIRST FLOOR ELECTRICAL PLAN SCALE: 1 /4"=1'-0" (22"x34") SCALE: 1/8"=1'-0" 11"x17") 2" PVC CONDUIT 2-2/0 COPPER 1-1/0 COPPER OR 2-4/0 ALUMINUM 150 AMP 42 METER 1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT #4 COPPER OR ALUM. iBREAKER PVC 1/2" PVC CONCRETE ENCASED GROUNDED ELECTRODE T ■ ELECTRICAL RISER DIAGRAM NOT TO SCALE ELECTRICAL KEY i� DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET WALL SWITCH J9 THREE-WAY SWITCH FOUR-WAY SWITCH KEYLESS LIGHT FIXTURE -�- CEILING MOUNTED LED LIGHT FIXTURE - WALL MOUNTED INCANDESCENT LIGHT FIXTURE VAPOR PROOF LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN !,1 EXHAUST FAN/LIGHT COMBINATION © CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) ® COMBINATION SMOKE / CO2 DETECTOR ® SMOKE DETECTOR F4 TELEPHONE (OPTIONAL) Q TELEVISION (OPTIONAL) 00 ELECTRIC METER s ELECTRIC PANEL __Ew_ DISCONNECT SWITCH Q ,!UNCTION BOX lel— STANDARD ELECTRICAL LINE NOTES: 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AND ARC FAULT CIRCUIT INTERRUPTERS (AFCI) PER 2020 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 2O20 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 2020 NEC 410.16(A) & (B) 9. RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED 10. A MIN OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS 11. GFCI DEVICES SHALL BE READILY ACCESSIBLE 12. REFER TO ENERGY CALCULATIONS FOR ADDITIONAL INFORMATION. 13. PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN COMPLIANCE WITH NEC 110.26. 14. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE It W }_cic �00� } WOWC¢O p ui CC W - J ncr �1 0 z LL00U) z z z w cr :5 U) W a = a �cl)p0() �I=-QZ� n c o n Q o O �¢ Q O O O cn U O 0° a O U OONE" 0-i 0�100 w U wwwwo IL w w z O 0. M A O U W G O �q rno aaaaa Z COMMUNITY: UNKSATCA SA SPRINGS PLAN # 61 Of RELEASED: 02/04/21 SHEET Em I. I FIRST FLOOR SLAB PENETRATION PLAN SCALE: 1/4"=1'-0" (22"x34") SCALE: 1/8 "=1'-0" 11 "x17") cc W }2� wz �00� } > cr 0 p Q p 5. N oc J (n W Y O I— z u-0_0U) z4zz�z_ W d = cc cn Z)2zO(n �F-QZp ct n O H O O O he a U O �o O low 0 o w z a w MEMO. a z O (n (L a A 0 R W G N O� r liz aaaaa COMMUNITY: UNKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 02/04/21 SHEET PmI.I z W U) z O U r: z 0 U) z g w W r _ 0 cc O U uW LIJ U) Lu cc MASONRY L I NTEL ASSEMBL I ES 5EE 56HEME AND 5PECIFIGATION5 FOR ADD'L INFO I ' MIN RSEDI I 4JA MIN. p) CORSEWO LQLBM MOVE LINTEL BEAM ABOVE LINTEL 6Rovr eRQur BOTTOM REINF. EMBEDDED EL W �EDV RE ME3'-2 EDFtIW. 1 , , I 1 ++- TOP COURSE, IF TOP COURSE. IF L4J I m 3 I L4J I I I REQ'D PER ARCH. I REQ'D PER ARG+I. TOP REINF. OR CONT. GONT. BOND BEAM BOND BEAM REINF. REINF. A5 REQ'D 6ROur GROUT BOTTOM REINF. --. BOTTOM REINF. PRECA5T LINTEL W ENDED RENF. I a• I PRECAST LINTEL w/ -�-r--i- iL-"--t BIDED REIIF. MB-3 MB-4 MASONRY LINTEL DETAILS REINFORCEMENT MARK DE5IC-NATION TOP BOTTOM 5HEAR REINFORCEMENT 43-1 8F8-013/0T ----- ---- MB-2 8F8-IB/0T ---- (1) #5 43-3 8FIb-IB/IT (1) #5 (1) #5 M13-4 MFI4-15 ---- ---- APPROVED LINTEL MANUFACTURER5 ARE: 6A5T-GRETE, QUALITY PREGA5T GO., AND LOTT'5 GONGRETE. NOTES: I. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-0" 5HALL BE PRE5TRE55ED. 2. 5HORE 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 60, 1`9=60 k9I 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTEL5 ARE TO BE LOCATED DIREGTLY ABOVE THE OPENING BELOW SHEET LIST INDEX SHEET DE5GRIPTION SHEET TITLE 5-0.0 5TRUGTURAL NOTE5 F-1.0 5LA13 PLAN F-2.0 BLOCK PLAN 5-1.3 ROOF FRAMING PLAN 5D-1 FOUNDATION DETAILS 5D-2 5TRUGTURAL DETAIL5 PBSB-I 5TRUGTURAL DETAIL5 GENERAL STRUCTURAL NOTES FOUNDATION • DESIGN 15 BA5ED ON lth EDITION (2020) FLORIDA BUILDING GORE. • FOOTING DE516N - THE5E FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING GAPAGITY OF 1,500 P5F. • ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT N/ GONGRETE OR MASONRY FOUNDATION 5HALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION NALL5 TO 5LA5 WITH Y4" DIA. x 23/4" LONG TAPGON5 a 32" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, IT MAX. FROM PLATE END5. • BUILDER TO VERIFY GORRO510N-RE515TANGE COMPATIBILITY OF HARDWARE 4 FA5TENER5 IN CONTACT w/ PRE5ERVATIVE-TREATED WOOD. CONTACT LUMBER 4 HARDWARE 5UPPLIER5 TO GOORD. • CONCRETE DE516N BASED ON AGI 316. CONCRETE 5HALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE 5TREN6TH5 IN 26 DAY5, U.N.O.. f'c = 2,500 psi:....... FOOTIN65 2,500 psi:....... 5LA65 ON GRADE (INTERIOR 4 EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXP05ED TO THE WEATHER 5HALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTINGS 5HALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTIN65 AND 5LA55 ON GRADE 5HALL BEAR ON VIRGIN 501L OR q5% COMPACTED FILL. • MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT 5HALL BE 46 BAR DIA. • HOOK5 5HALL BE PROVIDED AT 015GONTIN0005 END OF REINF. • GROUT 5HALL BE A5TM G416 F'c=3000 P51 w/ MAX %" AGGREGATE • GONGRETE MA50NRY UNIT5 5HALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE 5TREN6TH OF HOO P51 (F'M = 1500 P51). ALL MORTAR 5HALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON AGI 530/550.1 • REINFORGED GMU GORES (A5 INDIGATED ON PLAN) 5HALL El BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR 5HALL EXTEND INTO BOND BEAM AT TOP WALL AND 5HALL ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 50" LAP 5PLIGE WITH FOOTING DOWEL. • GROUT 50LID ALL REINFORCED GMU GELL5 AND BOND BEAM5 • ALL BOND BEAM5 ARE TO BE 8" GONT. FULL LENGTH OF WALL w/ (1) #5 BAR GONT. (TYP. ® EXT. PERIMETER) • PROVIDE (1) #5 BAR GROUTED SOLID ON EAGH 51DE OF ALL MA50NRY OPENIN65 AND AT ALL WALL GORNER5. • VERTICAL REINFORCEMENT 5HALL BE HELD IN PLACE AT THE TOP AND BOTTOM, 5HALL BE LOCATED IN THE GENTER OF THE MA50NRY CELL, AND 5HALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR NALL5. (A5 5HONN ON PLAN5) • ROUGH OPENINC75 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE GONTROL JOINT5 AT ALL IN51DE GORNER5 OF 5LAB ED6E5, AND OTHER LOGATION5 WHERE 5LAB GRACK5 ARE LIKELY TO DEVELOP. EXACT LOGATION5 PER BUILDER. • 5AW GUT OR TOOLED JOINT DEPTH 5HALL BE Y4 OF THE DEPTH OF THE 5LA5 (I" FOR A 4" 5LAB) • JOINT5 SHALL BE LOCATED o 12-0" O.G. (RECOMMENDED) OR 151-0" O.G. (MAXIMUM) • JOINT GRID PATTERN 5HALL BE A5 GL05E TO 5QUARE5 A5 P0551BLE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SPECIFICATIONS (T1'P. U.N.O.) DE5GRIPTION OF BLDG. ELEMENT 3"xO.131" NAIL5 3"4.120" NAIL5 J015T TO 50LE PLATE (5) TOENAIL5 (3) TOENAILS* 50LE PLATE TO JOI5T/BLK'G. (3) NAIL5 ® 4" o.c. (3) NAIL5 o 4" o.c. STUD TO 50LE PLATE 2 TOENAIL5 (3) TOENAIL5* TOP OR 50LE PLATE TO STUD 2 NAIL5 3 NAIL5 RIM TO TOP PLATE TOENAILS o 8" 0.0. TOENAIL5 0 6" o.0 BLK'6. BTWN. J015T5 TO TOP PL. (3) TOENAILS (3) TOENAIL5* DOUBLE STUD NAIL5 0 24" o.c. NAIL5 o I6" o.c. DOUBLE TOP PLATE NAIL5 @ 24" o.c. NAIL5 o 16" o.c. DOUBLE TOP PLATE LAP 5PLIGE q NAIL5 IN LAPPED AREA II NAIL5 IN LAPPED AREA TOP PLATE LAP ® GORNER5 4 INTER5EGTIN6 HALLS (2) NAIL5 (2) NAIL5 * 2Y2"x0.113 I5 AN AGCEPTABLE ALTERNATIVE TO A 3"xO.120", 5AME 5PACIN6 OR NUMBER OF NAIL5. (ONLY ACCEPTABLE WHERE ARE 5HOHN) TH15 MODEL HA5 BEEN DE516NED IN AGGORDANGE WITH THE -Ith EDITION (2020) FLORIDA BU I LD I N6 GODE (5EGTION 160Q) LATERAL DE516N REQU I REMENT5 FOR THE FOLLOWING WIND SPEED EXP05URE ONLY: 140 MPH - EXP. B WIND IMPORTANCE FACTOR = 1.0 INTERNAL PRE55URE COEFFICIENT = ENCLOSED, +/- 0.18 ANY WIND SPEED/EXP05URE NOT LISTED HERE REQUIRES FORMAL EVALUATION I APPROVAL FROM M+K 5TRUGTURAL ENGINEERING. EXTERIOR 4 SHEAR AALL SHEATHING SPEC I P I CATIONS INDIGATE5 LOCATION AND EXTENT OF 5HEARNALL NHIGH REG2UIRE5 5HEATHIN6 AND/ OR FA5TENIN6 5PEGIFIGATION5 BEYOND THAT OF 5TNDRD CON5TRUGTION SYMBOL SHEAR PANEL 5PEG. 15/32" PLYWOOD OR 055 FA5TENED w/ PI 2Y2"xO.131 " NAIL5 ® 6" o.G. ALONG PANEL EDC6E5 AND 1211 o.G. IN THE PANEL FIELD. 15/32" PLYWOOD OR 056 FASTENED w/ P3 2Y211 x0.131 " NAIL5 © 3" o x_ ALONG PANEL EDC6E5 AND 1211 o.c.. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED NALL5 W 15/32" PLYWOOD OR 05B FA5TENED w/ 2 _"x0.131" NAIL5 ® 6" O.G. AT ALL PANEL ED6E5 AND ® 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL E06E5 5HALL OGGUR OVER FRAMING OR 2X BLOGKINC7 5HALL BE PROVIDED TO SUPPORT PANEL EDGE AND FA5TENIN6 2. ALL 5TRUGTURAL PANEL5 ARE TO BE DIRECTLY APPLIED TO STUD FRAMING ® Ib"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARNALL5 5HALL HAVE DOUBLE TOP PLATES FA5TENED TOGETHER w/ 5,'2"x0.131" NAIL5 ® I6"o.c. U5E (8) 3142"xO.131" NAIL5 ® EA. LAP 5PLIGE. (TYP. U.N.0) 4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARNALL5 AND EXTERIOR NALL5 ARE GONTINUOU5 SHEATHED ABOVE AND BELOW OPENIN65. 5. 5EE ARGHITEGTURAL DRANINC75 FOR ADD'L WALL GON5TRUGTION REQUIREMENT5. 6. ALL EXTERIOR NALL5 ARE GON51DERED 5HEARNALL5. 1. WHERE PANEL5 ARE APPLIED TO BOTH FAGE5 OF WALL, PANEL JOINT5 5HALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBER5. 8. A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENIN65 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARNALL5 50 LONG A5 THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 EDGE NAILING REQUIRED AND OCCUR 16" MINIMUM FROM THE ENDS OF THE 5HEARNALL. q. ALL 5HEATHIN6 PANEL5 TO MEET U.5. PRODUGT 5TANDARD P51 OR P52, OR APA PRP-108 WITH 3% 5PAN RATING (MAX) 10. NOTE: IF FIRE -RATED DETAIL5 ARE REQUIRED BY THE ARGHITEGTURAL PLAN5, THE 5HEATHIN6 U5ED IN THE -FIRE RATED ASSEMBLIES 5HALL BE NOMINAL 152 " THICK. APA RATED 5HEATHIN6 Ab EXP05URE 1 0513 OR PLYWOOD PEI AGGORDANGE WITH THE UL DE516N5 SPECIFIED. Window 4 Door Allowable Wind Pre55ure5 140 MPH Wind Zone Ex o5ure B OPENING 51ZE INTERIOR ZONES END ZONE5(D 8' Garage Door +18.5 P5F/-20.q P5F +18.5 P5F/-20.q P5F 16' Garage Door +I1.1 P5F/-Iq.7 P5F +11.1 P5F/-IcI.1 P5F 10 5QFT. +21.2 P5F/-22.q P5F +21.4 P5F/-28.3 P5F 20 5QFT. +20.2 P5F/-22.0 P5F +20.2 PW-26.4 P5F 50 5QFT. +Iq.O P5F/-20.8 P5F +Iq.O P5F/-23.q P5F 100 5QFT. +15.0 P5F/-Iq.B P5F +I8.0 P5F/-22.0 P5F 500 5QFT. +15.8 FlW-I1.6 P5F +15.8 P5F/-11.6 P5F IDEnd Zone Is defined a5 the Smaller of 10% of least horiz. dim. or 40% of mean roof height. NOTE: Pre55ures charted here are allowable pressures and have been reduced per A5GE 1-16 Section 2.4.1 from ultimate pre55ure5. Divide allowable pressures above by a factor of 0.6 to obtain ultimate pre55ure5. ROOF FRAMING • 5EE ROOF TRU55 UPLIFT CONNECTOR 5GHEDULE FOR ALL ROOF TRU55 GONNEGTOR5. • ROOF 5HEATHIN6 5HALL BE 1/1b" MIN. 056/PLYWOOD 5HEATHIN6 244 , EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBER5 w/ 2 %3"x0.113" RING SHANK NAIL (R5R5-01 OR EQUIV) o 6" O.G. AT PANEL ED6E5 4 o 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRAG TRU55E5 w/ RING SHANK NAIL5 a 3" O.G. (U.N.0). PROVIDE BLOCKING ALONG PANEL ED6E5 AT FIR5T 2 TRU55 BAY5 FROM GABLE END. PROVIDE "H" 5TYLE GLIP5 ALONG UNSUPPORTED ED6E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES 5HALL EXTEND GONTINUOU5LY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY 5ET5. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR GLIP5 ® 24" O.G. • ALL METAL HAN6ER5 5HALL BE 5PEGIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERNI5E NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER WTGA $ TPI'S BG51 I GUIDE TO GOOD PRAGTIGE FOR HANDLING, IN5TALLIN6 4 BRACING OF METAL PLATE CONNECTED WOOD TRU55E5." • ROOF TRU55 5HOP DN65. 5HALL BE SUBMITTED TO ARCH 4 E%. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • 5UPPORT PORCH 4 5HORT 5PAN ROOF TRU55E5 w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"4.131" NAIL5 a 16" O.G. UPL I PT CONNECTORS BEARING CONDITION TRU55 CONNECTOR LENGTH < 15' 51 MP50N H2.5T SINGLE ROOF TRU55 BEARING ON > 15' SIMPSON HIOA WOOD 5TUD NALL/NOOD BEAM ROOF GIRDER TRU55 BEARING ON ALL 51MP50N HT520 WOOD STUD WALL/WOOD BEAM 51N6LE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL ROOF G.T., FLUSH BEAM OR FLUSH 6.T. BR6. ON GMU WALL ALL (2) 51MP50N HETAI6 ALL BEARING POINT5 OF EACH ROOF TRU55 5HALL BE CONNECTED WITH CONNECTOR A5 L15TED ABOVE. IT 15 THE RE51PON5113ILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N 5TANDARD5 FOR METAL PLATE CONNECTED WOOD TRU55 GON5TRUGTION". MrEK HA5 ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENT5 OF A5GE-1-16. ALL UPLIFT GONNEGTOR5 AND LOADS PER THI5 DRAWING 5HALL 5UPER5EDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR 5PEGIFIGATION5 AND LOAD5 SHOWN ON THE SHOP GARD5. LEGEND • ® INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARNALL • I::: ::::: I EXTENT OF OVERFRAMIN6 •---- - ---INDIGATE5 I/8"A" 5AW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE (5EE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOCKING UNDER P05T OR JAMB ABOVE. GENERAL STRUCTURAL NOTES • DESIGN 15 BASED ON -Ith EDITION (2020) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BA5ED ON N05, "NATIONAL DE516N SPEGIFIGATION FOR WOOD CONSTRUCTION" - LATE5T EDITION. • DE516N LOAD5: 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 DEGK5) = 30 P5F ® 5LEEPIN6 AREAS = 50 P5F ® GARAGE = 200 # POINT LOAD ® 6UARD5/HANDRAIL5 = 50 P5F ® GUARD IN -FILL GOMPONENT5 DEAD = 10 P5F (20 P5F TOTAL ® TILE) WIND ULTIMATE WIND SPEED 4 EXPOSURE A5 L15TED R15K GATEGORY II GENERAL FRAM I N6 • EXTERIOR WOOD STUD BEARING NALL5 5HALL BE 2x 5PF#2 OR 5YP#2 o 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD 5TUD BEARING WALL5 5HALL BE 2x 5PF OR 5YP '5TUD' GRADE LUMBER a 169" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 5HALL BE GON5TRUCTED WITH 2x 'STUD' GRADE MEMBERS 5PAGED 0 lb" O.G. (MAX.). • ALL NON -BEARING INTERIOR STUD NALL5 5HALL BE CON5TRU(TED WITH 2x 'STUD' GRADE MEMBER5 5PAGED o 24" O.G. (MAX). • ALL HEADERS 5HALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x KING STUD, MINIMUM. - THE NUMBER OF 5TU05 5PEGIFIED AT A SUPPORT INDIGATE5 THE NUMBER OF JACK 5TUD5 REQUIRED, U.N.O.. • ALL HEADERS, BEAMS 4 OTHER 5TRUGTURAL MEMBER5 5HALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAM5 t HEADER5 N/ 3-RON5 OF 3"xO.131' NAIL5 o 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FAGE5 3-PLY OR MORE GONDITION5. UTILIZE 2 RON5 OF NAIL5 FOR 2x6 # 2x8 MEMBER5. • FACE NAIL BUILT UP 2x P05T5 W/ 3"4.131" NAIL5 o 16" O.G. 5TA66ERE0. APPLY NAILING FROM BOTH FAGE5 o 3-PLY OR MORE GONDITION5. • REFER TO GONNEGTION 5PEGIFIGATION5 TABLE FOR ALL GONNEGTION5 (TYP. U.N.O. ON PLANS). • 5HEATH ALL WOOD FRAMED EXTERIOR WALL5 w/ l/16" 056 FASTENED W 2y2"x0.131" NAIL5 ® 6" O.G. ® ED6E5 $ 12" O.G. GENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL ED6E5. TYPIGAL U.N.O. ON THE PLAN5. • PROVIDE SOLID BLOCKING IN FLOOR 5Y5TEM UNDER ALL PO5T5 GONTINUOU5 TO FOUNDATION/13EARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10^6 psi • LVL - Fb=2600 psi; Fv=285 p51; E=2.Ox10" b psi • FOR 2 4 3 PLY BEAM5 OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 RON5 OF 3"x0.131" NAIL5 o 6" O/G OR 2 RON5 Y4"x3►'2" 51MP50N 505 5GREN5 (OR 5V2" TRU55LOK 5GREW5) o 16" O/G. U5E A MINIMUM OF 3 RON5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FAGE5 FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/56REN5 2" FROM EDGE. 50LID 3 Y2" OR 5 Y4" BEAM5 ARE ACCEPTABLE. U5E 2 RON5 OF NAIL5 FOR 2x6 4 2x8 MEMBER5. • FOR 4 PLY BEAM5 OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 RON5 OFY4"xb" 51MP50N 5D5 5GREN5 (OR 6 3/4" TRU55LOK 5GREN5) o 16" O/G. U5E A MINIMUM OF 4 ROWS FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FAGE5 (ONE 51DE ONLY FOR TRU55LOK 5GREN5). LOCATE TOP AND BOTTOM 5GREN5 2" FROM EDGE. A 50LID T BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL 5TUD5 IN GONTAGT w/ GMU NALL5 5HALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LONG TAPGON5 o 24" O.G. FLOOR FRAMING • I-JOI5T5/TRU55E5 5HALL BE DE516NED BY MANUR TO MEET OR EXCEED L1480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HAN6ER5 5HALL BE 5PEGIFIED BY I-JO15T /TRU55 MANUFACTURER, UNLE55 OTHERNI5E NOTED. • I-J015T/TRU55 SHOP ON65. 5HALL BE SUBMITTED TO ARCH. 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY • FLOOR 5HEATHIN6 5HALL BE 23/32" CONFORMING TO P52-04, 24" O.G., EXP05URE I, TONGUE AND GROOVE E06E5, FASTEN 5HEATHIN6 TO FRAMING MEMBER5 W/ GLUE AND 3"4.131" NAIL5 A 6" O.G. AT PANEL ED6E5 4 12" O.G. AT INTERMEDIATE SUPPORTS. TYPICAL STAIR GON5TRUGTION NOTE5 • (3) 51N6LE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR LANDING, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM w/ (1) 51MP50N A35 CLIP AT EACH 5TRIN6ER. • FA5TEN 2x6 P.T. PLATE TO CONCRETE 5LA13 w/ (3) %11 DIA. x 3)42" LONG TAPGON5. • FASTEN END 5TRIN6ER5 TO ADJACENT WALL5 w/ (2) 3"0.131" NAIL5 AT EACH STUD, WHERE APPLICABLE. • PROVIDE 3/4" FLOOR DECKING ON R15ER5 AND I" FLOOR DECKING ON TREAD5. 9 5EE STAIR FRAMING 5EGTION FOR MORE INFO. seal: ,. 'Y' , N * N UT MO_ %;. ` W�0 ORIV © cop/ . "ULIV N\\ vi Ify Z J� W W Z N c� CD Z .- W Q CQ. N Z= - � I- 1 ,ra cm W�� xm Q E Q Z W o y W M N g C n M&K project number: 068-200 1 1 project mgr: J S B drawn by: MJT issue date: 0 1 -2 6-22 1 REVISIONS: date: initial: a C Q A O U) W L- 0 Z Q z � O n 0 Z � o r C� J J sheet: SM0.0 0 0 I 0 N 2 5D—I HVAG UNIT 5 5D- 21_01I ------- �� PATIO SLAB: 3 Y2" GONG. SLAB ON c i I 6RADE (2500 PSI w MIN.) W/ 6x6-W1.4xNI.4 MESH OR FIBER MESH ON q5% GOMPAGTED I I FILL OR VIRGIN SOIL. 2 I 7 q I HVAG SD —I I 5D—) UNIT 3 %2" STEP 5D—I I 2 1_8II'-10" I I I w l S.G.D. REGE55 PER I • MANUFAGTURERS • ( INSTRUGTION I � l I I 1 l � • 12" WIDE GONG. TURNDOWN EXTENDED MIN, 12" BELOW 6RADE l � NOTE: REFER TO BLOCK PLAN FOR ALL DOWEL LOGATION DIMENSIONS. • I � l I• l � I I I. •I — 13 Y2" STEP — I • 4 4 I SD -I 5D-I I I I i 3 Y2" STEPan l l I I I• • I GARAGE SLAB: I 5D-1 3 Y2" GONG. SLAB ON GRADE I (2500 P51 MIN.) W/ 6x6-W1.4xNI.4 3Y2" STEP- l— _� _ MESH OR FIBER MESH OVER 6 _ - - -- - - -- MIL. POLY ON q5% GOMPAGTED I I FILL OR VIR61N SOIL. I 6 I I • • I I SD —I I i I I � M I 5 I I L--------s--------J V 2 5D- I• LE6ENn • ® INTERIOR BEARING WALL • _ _ _ BEARING HALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL is EXTENT OF OVERFRAMING • -- — — —INDIGATE5 1/6"A" 5AW GUT GONTROL JOINT INDIGATE5 LOGATION OF REINFORCED GMU GORE El (5EE NOTES) J L METAL HANGER INDIGATES P05T ABOVE. PROVIDE 5OLI0 BLOGKING UNDER P05T OR JAMB ABOVE. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 8 SCHEDULES seal: CM i Q*s, AT OF LLi 0 ; 4 LA- copyright: l!A \N ♦ Q ''"""'c f ffiq Structural Engineering, Inc. CD z J� W W Z N C z w a J LZ Q F— .n L) CrCr .r ai C UJ E Q > JZ A �� g y W m _ 8 C M n M&K project number: 068-2001 1 project mgr: JSB drawn by: MJT issue date: 01-2 6-21 REVISIONS: date: initial: C] x 0 J LL Lr1 (D 0 z x 0 1 (n z � � (.0Q � Y Q J J 20'-0" SLAB PLAN SCALE: 1/4"=1'-0" (2244 SHEET) SCALE: 1/6"=1'-O" (IlxI1 SHEET) sheet: Fm I e0 I 6'_011 4'-6" 5'-1 1/211 5'-0 1/2" 6'-211 31-211 4 1_/ 1I 41_211 MB—I I MB-1 MB—I t- Ln I r cry LEGENP • ® INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL I: :I EXTENT OF OVERFRAMING •--- — --n —INDIGATE5 I/8"A" 5AW GUT GONTROL JOINT M INDIGATE5 LOCATION OF REINFORCED GMU GORE ((;EE NOTES) J L METAL HANGER • INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKING UNDER P05T OR JAMB ABOVE. MASONRY LINTEL DETAILS REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT M13-1 SF8-OBIOT --- ----- M13-2 8F8-I5/0T ---- (I) #5 MB-3 8FIb-IB/IT (1) #5 (1) #5 M13-4 8RFI4-IB --- ----- APPROVED LINTEL MANUFACTURERS ARE: CA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S CONCRETE. NOTES: I. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-0" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REGURIED. 3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT CUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORCEMENT SHALL BE GRADE 60, fy=60 ksl 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOCATED DIREGTLY ABOVE THE OPENING BELOW MASONRY LINTEL ASSEMBLIES 5EE SCHEDULE AND SPECIFICATIONS FOR ADD'L INFO i J IMIN. N COUR5E/BOND I '++— MIN. N COWRSE/BOND I LQI BEAM ABOVE LINTEL I LQJ i BEAM ABOVE LINTEL. GROUT _. __... eRour BOTTOM REIW. I p. I PRECAST LINTELrr/ I p. I PRBGAST LINTEL W i —`�# B�EPVW FEW. t—`�f BIDED 10W. MB-1 MB-2 rr--? TOP COWRIE, IP 1 LQJ'1— TOP COWRIE, IP m ° I LSJ I REQ'D PER ARCH. I REQ'D PER ARCH. TOP REINF. OR CANT.. BOND BEAM BOND BEAM REINP. REW. AS READ GROUT _ BOTTOM FEW BOTTOMMINIM. 7. PRECAST LINTEL W/ PREGA5T LINTEL w/- EMEED ED FEW B�DM REIW. MB-3 N MB-4 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES ff SCHEDULES seal: N •► O lr C.n " e Er LU © pPYright ; MULHER, NA, `i,\, Structural Engineering, Inc. oLD Z Uj w w Z c� Z w J a �— Q Z= .o da` o V H L) i_ A .' �a W� t E S-� a m 6 Jz a• W Co Y.I m _ g N �. M G. M&K project number: 068-2001 1 project mgr: J,SB drawn by: MJT issue date: 01 -2 6.2 `I REVISIONS: date: initial: d Q 0 LL • Mal •• w z MB—I Q a o cn 0 0 CL 0 I a o � � d MB—I MB—I (D MB-3 0 , 1-011 1 Cl / Q F.-." 1_011 1_011 51_211 31_211 51_011 0 M 201_011 � 51_411 131_,j 11 ,BLOCK PLAN VALE- 1/4"=I'-O" (2204 SHEET) WALE: 1/6"=1'-O" (110 SHEET) sheet: Fm2.0 D1=A0 I AKIA1 n0nVQr-n RI=AMC.. O O o v LL LESEND n�nu�un � • � . • • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • M � M LOGATION AND EXTENT OF SHEARNALL EXTENT OF OVERFRAMIN6 9— -- ——INDIGATES 1/6'xl" 5AW GUT CONTROL JOINT INDIGATES LOGATION OF REINFORCED GMU GORE El (5EE NOTES) J L METAL HANGER INDIGATES P05T ABOVE. PROVIDE 50LID 5LOGKIN6 UNDER P05T OR JAMB ABOVE. ROOF FRAM I N6 • 5EE ROOF TRU55 UPLIFT GONNEGTOR SGHEDULE FOR ALL ROOF TRU55 GONNEGTORS. • ROOF 5HEATHINC7 SHALL BE 1/16" MIN. 055/PLYWOOD 5HEATHIN6 24/b, EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/b"x0.113" RING SHANK NAILS (R5R5-01 OR EQUIV.) ® 6" O.G. AT PANEL ED6E5 +t ® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRA6 TRU55E5 w/ RING SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALON6 PANEL E06E5 AT FIRST 2 TRU55 BAYS FROM 6ABLE END. PROVIDE "H" STYLE GLIPS ALONG UNSUPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 5HALL EXTEND GONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY 5ET5. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR GLIPS ® 24" O.G. • ALL METAL HA%ER5 5HALL BE SPEGIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • EREGT AND INSTALL ROOF TRU55E5 PER WTGA b TPI'S BC51 I " GUIDE TO GOOD PRAGTIGE FOR HANDLING, INSTALLING 4 BRAGIN6 OF METAL PLATE GONNEGTED WOOD TRU55E5." • ROOF TRU55 SHOP ON65. 5HALL BE SUBMITTED TO ARCH 8 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRU55E5 w/ 2x4 LED6ER FASTENED TO FRAMING w/(2) 3"x0.131" NAIL5 ® 16" O.G. UPLIFT CONNECTORS BEARIN6 CONDITION TRU55 GONNEGTOR LENGTH < 15' 5IMP50N H2.5T 51NOLE ROOF TRL65 BEARI* ON > 15' 5IMP50N HIOA WOOD STUD NALL/WOOD BEAM ROOF OIRDER TRU55 BEARIN6 ON ALL 51MP50N HT520 WOOD STUD NALL/WOOD BEAM 51N6LE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL ROOF 6.T., FLUSH BEAM OR ALL (2) SIMP50N HETAI6 FLUSH 6.T. BR6. ON GMU WALL ALL BEARIN6 POINTS OF EAGH ROOF TRU55 5HALL BE GONNECTED WITH GONNEGTOR A5 L15TED ABOVE. IT 15 THE RE5PON515ILITY OF THE ENGINEER OF REGORD TO DE516N THE UPLIFT GONNEGTORS PER SEGTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTED WOOD TRU55 GONSTRUGTION". M4K HA5 ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTORS IN AGGORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT GONNEGTORS AND LOADS PER THIS DRAWING 5HALL SUPERSEDE THE TRU55 MANUFAGTURER'S UPLIFT GONNEGTOR SPEGIFIGATIONS AND LOADS SHONN ON THE SHOP GARDS. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES ff SCHEDULES seal: \ Tk ' " ° ; I . . m y �r 0 ORX LAJ ms cop $W ring, Inc. aCD Z JLU w W z L N z W J Q a � Z= a� c.� Cr._ a F- cnMMI �E :2 a0 j 00 E z W C s CA LY m` _ g tv C M n IV 7 M&K project number: 068-2001 1 project mgr: J S B drawn by: MJT issue date: 01-2 6-21 REVISIONS: date: initial: 1 I 0 J W LL �N a 0 o® W Z Ira. Y11 \ v I a \ I \ I z QCo I \ \ HIP GIRDER TRU55 'Q \ \ HIP 61RDER TRU55 \ 4 5D_2 5D_2 I ~ J J 1 � � � d HIP 61RDER,TRU55 I (51M.) o O LL Z o I I 4 I �' 0 I- o O I \ \ I 5D 2 I ,� LL a d w 1 I O C4 LO Q J J ROOF FRAMING PLAN SCALE: 1/4"= I'-O" (2244 SHEE SCALE: 1/6"=1'-O" (110 SHEET) sheet: J 3 5D-2 Sw 1.3 seal: FILLED GELLS (5EE PLAN) (— GONG. OR PAVER GARAGE WALL DRIVEWAY BEYOND f—(5ARA67E!5LAB m �4" L (SEE PLAN) a° ° ° d 1I- 16"x8" THICKEN EDGE W/ (2) #5 GONT. THICKENED EDC7E ® GARAGE DOOR DETAIL 9G&M 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" GROUT CELL cz� L ZZ Q ,III -I � Q -l1F%J !410 1 �i !._' 8" WIDE GONT. GONG. CURB I I F-=I: U #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. (5EE PLANS FOR LOGATION) I�,;,IIIIiIIIIII�IIII�,I CLEAN GOMPAG1 FILL ® 015% I'-0" MONOLITHIC FOUNDATION STANDARD DENSITY MIN. HI (2) #5 GONT. ON CHAIRS WHERE 21SID STORY WALL OCCURS DIRECTLY ABOVE THE 8' GMU WALL SHOWN, FT6.5HALL 13E 1'-4" WIDE W (2) #5 BARS LARB 17ETAIL 6" GMU BLOCK BEYOND EXTERIOR DOOR— MTL. THRESHOLD 5ET IN SEALANT PORGH/PATIO/LANAI SLAB OR PAVER5 (5EE PLANS) V m R4.1 FI-FOIL OR EQUAL OVER %" FURR5TRIP5 -PER BUILDER HOUSE SLAB (5EE PLAN) 11-• 'ten; m� MONOLITHIC GLEAN COMPACTED) FOUNDATION W/ (2) #5 FILL 0 q5% STANDARD I'-O° GONT. ON GHAIRS DENSITY AND TERMITE MIN. TREATED WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" GMU WALL SHOWN, FT6. SHALL BE 1'-4' WIDE W/ (2) #5 BARS 8" GMU (1) #5 VERT. FROM FTC. TO BOND BEAM. LAP vw/ FOUNDATION DOWEL MIN. 30" 6ROUT GELL SOLID R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) Z d a. °'. CRADE ° °III -III -I _ _ -I I M I I I -III < I -III -III -I I- 4 -III-= I I II1=1I1=1I1- I— L=III �° . . III _1 f1'=1-{I) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. l l l l l I I=I 1=1 I I I (5EE PLANS FOR LOCATION) GLEAN COMPACTED -f I I I 111 I I I I I I I I I I 1 FILL 0 g5% MONOLITHIC FOUNDATION STANDARD DENSITY 1-0 W/ (2) #5 GONT. ON GHAIRS MIN. WHERE 2ND STORY WALL OGGURS DIRECTLY ABOVE THE 8" GMU WALL SHOWN, FT6. SHALL BE 1'-4" WIDE W (2) #5 BARS FOOTING SECTION A/ BLOCK DETAIL Sc,aLe: t� 8" CHU BLOCK R4.1 FI-FOIL OR EQUAL BEYOND OVER !Y4" FURR 5TRIP5 EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD HOUSE SLAB (SEE PLAN) 5ET IN SEALANT PAVERS Ji (5EE PLANS) I— - - III=ICI-ICI-ICI I I I I�I'�I-ICI III-III-III-1I1- III -I III -I I I -III -III -I I I- -I I I= 111=1I I -I I I 11= II„ Illllillll-IIII III -ICI -MONOLITHIC GLEAN COMPACTED III— FOUNDATION H/ (2) #5 FILL 0 q5% STANDARD 1'-0" GONT. ON CHAIRS DENSITY AND TERMITE MIN. TREATED WHERE 2ND STORY WALL OGGURS DIRECTLY ABOVE THE 8' CMU WALL SHOWN, FT6.5HALL BE 1'-4" WIDE W (2) #5 BARS ENTRY DOOR DETAIL b WALE WS r(5ATI O/PORGH/LANAI SLAB PLAN) EE .. Ifl I-1I I —III —III —III. 8"x8" THICKENED — 5LAB W/ (1) #5 CONT. DuTHICKENED E176E DETAIL are: 8" GMU BLOCK (1) #5 VERT. FROM FTC. 1 BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" 6ROUT CELL 50LID PORGH/PATIO/LANAI SLAB OR PAVERS (5EE PLAN) `r EW JOINT -ter v m 4 .. 4 a < _ _I I A4 =I I IIII IIIIf R4.1 FI-FOIL OR EQUAL OVER V FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) °. 11=1 flTs— U #5 DOWEL W/ 6" HOOK AT I=1 I I- ALL VERT. WALL REINF. ' I III=1 I=III=1 I III= (5EE PLANS FOR LOCATION) GLEAN COMPACTED FILL 0 g5� MONOLITHIC, FOUNDATION STANDARD DENSITY 1-011 W/ (2) #5 GONT. ON MIN. GHAIRS WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" CH) WALL SHOWN, FT6. SHALL BE 1'-4" WIDE W (2) #5 BARS EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL Sc al MS Y2" GYP. BD. EA. 51DE OF 2x4'S ® 16" O.G. Y2" J-BOLTS 6" FROM EA. r END OF WALL AND SPAGE 0 32" O.G. 2" (6" MIN. EMBED) STUD PLATE TIES PER PT BOT. PLAN A STUD TOP 4 PLT. BOT. ° (2) #5'S GONT. W/ 8" 8': 3" MIN. CLEAR UPLIFT GONNECTORS SUCH A5 STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT %BJEGT TO A CALCULATED NET UPLIFT FORGE. WALL WHICH REQUIRE SUGH HARDWARE WILL BE SPEGIFIGALLY NOTED ON PLAN. GARAGE STEP DOAN DETAIL Sc�.e: NT5 8" GMU (1) #5 VERT: FROM FTC. TO — BOND SEAM. LAP W FOUNDATION DOWEL MIN. 30" 6ROUT CELL 5OLID L ' III=III=III=III= Q GLEAN COMPACTED R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOUSE SLAB (5EE PLAN) A. '&LIJ `l��L,,p 1� JF� PVC, GHASE SLEEVE TO BE III —I I TWIGE THE DIAMETER OF =I I ICI —III. PROTECTED PIPE FILL 0 q5% MONOLITHIC FOUNDATION STANDARD DENSITY 1-0 W(2) #5 GONT. ON GHAIRS MIN. WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8' GMU WALL SHOWN, FT6.5HALL BE 1'-4" WIDE W (2) #5 BARS CHASE nETA I L 8 ScAWS LU U. O ijgin !r�isi�`` Z JW w Z N c0 Z w a +Q Z= � �� � H � ! oc W r Z W H Y y W m _ M N � M G W project number: 068-2001 1 project mgr: J s B drawn by: MJT issue date: 0 `I -2 6-'2 1 REVISIONS: date: initial: sheet: Cz ' r~ Ri Cz Q a 0 J L W � z 0 CL z J d O U � Y Ca � J INA SCALE: NT8 SDml FASTEN ROOF SHEATHING TO FA5GIA WITH 2 Vo"xO.1I3" RIN6 SHANK NAILS ® 6" O.G. —� 2x6 FA5GIA -5EE ARCH 8" GMU BOND BEAM W/ (1) #5 GONT. 8 REINF. GMU WALL - -5EE PLAN FOR VERT. t HORZ. REINF. 5PEG5 PROVIDE SOLID SHIM BETW'N TRU55 4 CONNECTOR IF TRU55 LOCATED LE55 THAN I YY FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. 5EE UPLIFT CONNECTOR 5GHEDULE ON PLAN5 FOR CONNECTOR 5PEGIFIGATION5 PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EACH TRU55. VERT WALL REINF. TO EXTEND INTO BOND BEAM OIKIS_/Vi-0" 5EE UPLIFT CONNECTOR - 5GHEDULE ON PLANS FOR CONNECTOR 5PEGIFIGATION5 8" GMU BOND BEAM W/ (1) #5 GONT. 8" REINF. GMU WALL - -5EE PLAN FOR VERT. r€ HORZ. REINF. 5PEG5 TRU55 OVERFRAMING PER PLAN --� ROOF TRUSSES PER PLAN —� PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EACH TRU55. VERT WALL REINF. TO EXTEND INTO BOND BEAM :20 9SECTION 2xbxl2" OR CL OF OPENING 2X8XI2"P.T. CENTER BUCK DIA. ANCHOR 2X4 P.T. TOP BUCK 2X6 OR 2X8 P.T. BUCK EACH 51DE OF OPENING -VERIFY CONN. REQ'MT w/ DOOR MANUFACTURER PROVIDE (5) %" DIA. J-BOLT W/ 5 y2" EMBEDMENT AT EACH DOOR BRACKET, EACH 51DE OF DOOR. PROVIDE I Y2"xW(," THICK WASHER W/ EACH ANCHOR 05T BOLT TO BE 8" MAX ABV. CURB REST EQUALLY 5PAGED APPROXIMATELY 24" O.G.) START BOLT5 AFTER GARAGE GURB (8" MAX) K G Rt111 DOOR BUCK DETAIL SCALE: PROVIDE 50LI0SHIM BETW'N TRU55 4 CONNECTOR IF TRU55 LOCATED LE% THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN UT FROM UPLIFT GONNEGTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF 5HEATHIN67 TO FA5GIA WITH 2 9/e"xO.113" RIN6 SHANK NAILS ® 6" O.G. 5EE UPLIFT CONNECTOR 5GHEDULE ON PLANS FOR CONNECTOR 5PEGIFIGATION5 2x6 FA5GIA -� -5EE ARCH REINF. MASONRY LINTEL/ BEAM - - 5EE PLAN FOR 5PEGIFIGATION5. CONNECT EACH END OF MA5ONRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL w/ 24" LEC75 SECTION VALLEY 5ET OVERFRAMIN6 ROOF 5HEATHIN67 FA5TEN EACH OVERFR TRU55 TO TRU55 BELOI WITH (1) 51MP50N VTGR ® 24" O.G. ERNE 1: -.r- TYP I CAL OVERFRAM I NG CONNECTION DETAIL SCALE: N.T.S. BOND -BEAM f-GONTIN. PREGA5T HEADER 8' GMU PIER ENTIRE COLUMN TO BE 6ROUT FILLED GA5T-CRETE GA5T-GRETE WINDOW SILL, WINDOW 51LL, OR EQUIV. OR EQUIV. DOUBLE WINDOW MASONRY PIER DETAIL SCALE: NTS MKI WINDOW SIM. PROVIDE 50LID SHIM BETW'N TRU55 4 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. 2x FA5GIA -5EE ARCH FASTEN EXTERIOR 5HEATHING TO 2x4 BLOGKIN6 IN EA. TRU55 BAY w/ 2 Y2"x0.131" NAIL5 o 6 O.G. ROOF TRU55E5 I Ld FASTEN EA. 2x4 BLOGKING IN EA. -5EE PLAN TRU55 BAY TO BOND BM. w/(4)/ ri HILTI DNI12P8 PAF'5 FA5TEN EXTERIOR SHEATHING TO 2x BLOGKING w/ 2 Y2'x0.131" NAIL5 ® 3"O.G. - UPLIFT CONNECTOR -PER 5CHEOULE 8" GMU BOND BEAM w/ (1) #5 BARS GONT. VERT WALL REINF. 8" REINF. GMU WALL -5EE PLAN FOR VERT. TO EXTEND INTO BOND BEAM $ HORZ. REINF. 5PEG5 RETROFIT DETAIL P SCALE: 9/4"=I'-0" &!41TS ION ALL LAP5 IN MA50NRY 25" DIIAIAIIAIr GAD #5 BENT CORNER BAR GROUTED GELL TYP. CORNER PERT. WALL REINFORCING DETAIL SGALM NTS 5EE DETAIL I ON 5TRUGTURAL PLANS FOR ADDITIONAL CONNECTION 4FO NOT 5HOWN HERE A5TEN EA. ROOF TRU55 TO GMU W IMP50N M5TMI6 TW15T STRAP. A5TEN STRAP TO GMU W. (4) A" DIA. x 2 LONG TITEN 5GREW5 ROVIDE M015TLRE BARRIER LATE (PER TRU55 MANUF) AGH TRU55. ROVIDE 2x FLAT BLOGKIN6 FIT TIGHT TO :OOF TRU55E5 ® EVERY OTHER BAY A5TENED TO GMU W (3) A" DIA. x 3,Y LONG APGON5. FASTEN BLOGKING TO ROOF RU55E5 w/ (2) 3 Y4"x0.131" NAIL5 ® EA. END. ROOF TRU5 -5EE PLAN (2)3 Y2"x0.131" 8" GMU BOND BEAM wv (1) #5 BAR5 GONT. 8 REINF. GMU WALL - -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 BY WINDOW/DOOR MANUFACTURER i 5HANK 2x4 FLAT BLOGKIN6 ® 16" o.c. FA5TENED TO BOND BM. w/Y41DIA. x 54 TAPGON (2)3 Y2 "x0.131" VERT WALL REINF. TO EXTEND INTO BOND 13EAM FE TION S/4"=I'-0' NOTES: I. 2X PT BUCK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW/DOOR, FA5TEN BUCK TO MA50NRY W/ (1) ROW OF W6"x4" TAPGON5 6" FROM EN05 AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM EDGE OF BUCK. 2. BUGK5 LE55 THAN 2X TO BE FA5TENED W/ GUT NAIL5 OR EQUIVALENT. 5TRUGTURAL CONNECTION OF WINDOW/DOOR TO STRUCTURE BY OTHER5 IN THI5 GA5E. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TING 2X BUGKED OPENING, U5E (3) ROW5 OF 3"xO.131" NAIL5 5TA66ERED ® 12" O.G. EA. 5UGGE551VE BUCK. 4. MIXIN6 OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUGK W/ (2) ROW5 OF 2-Y2"x0.131" NAIL5 ® 16" O.G. FA5TEN WINDOW/DOOR TO 2X PER WINDOW/DOOR MANUFACTURER'S 5PEG5. WI NDOW/DOOR BUCK DETAIL H SGALft NTS NOTE5: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). 5EE TYP FOUNDATION 2. PROVIDE V4" DIA. HOLE FOR DETAILS FOR ADDITIONAL DOWEL, BLOW OR BRUSH GLEAN. INFORMATION NOT SHOWN 3. FOLLOW MANUF. INSTALLATION HERE IN5TRUGTION5. FUTURE 8 GMU BLOCK #5 VERT. BAR TO BE LOCATED PER PLAN DRILL 6" INTO EXI5T6 I i IN GROUTED CELL SLAB, EPDXY d DRIVE I #5 DOWEL, PROVIDE MIN. I - 30" LAP 5PLIGE GRADE =1 I I=1 I I I=III A4I I—III—III—III—W Q —III—i�1—ICI II�II—i—III — — '—III—III—III a I—III—I1I7 MISSED DOWEL RETROFIT DETAIL SCALE: NTS SIM. • 0111,11 STEM FM DROMD 6RAOE P.T. PO POST PROVIDE (1) 51MP50N G520 5TRAP ON EACH EXTERIOR FACE OF P05T, 01" MIN END LENGTH DROPPED BEAM5 PER PLAN REAR WOOD LANAI TYP. BEAM TO POST CONN. WALE: 3/4"=I'-0" .tYi°YR�e seal. ��;•,''``,; -�tia it y : �y. '.r J �re O + IN i, . C" o copyright ; hllfJtal Eflld�it,`°°\`s structur Inc. g, cz z w w z_ N CD Z w a J � Q � H V 1 � 4 c m UJI cry =a Q) = 0° E a �Z A Q � M W —Q y W m c N W c+r) n IV M&K project number: 068-2001 1 project mgr: J S B drawn by: MJT issue date: 0 1.26-2 1 REVISIONS: date: initial: aq C J W N � z z0 � Q J� J LETTERED DETA I L5 ARE TYP I GAL FOR NUMBERED DETA I L5 ARE PLAN TH 15 HOME 4 5HALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REOU I RED ALL APPL I GABLE AREA5. THE5E WHERE 5PEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. sheet: SDM2 PERMANENT ROOF TRUSS BRACING NOTES: (SINGLE FAMILY HOME OR TOWNHOUSE CONSTRUCTION, WITH ROOF TRU55E5 SPACED NO MORE THAN 24' O.C) I. WOOD TRU55E5 SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENT SAFETY INFORMATION %5I) "GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLING, RE5TRAINING 4 BRAGING OF METAL PLATE CONNECTED WOOD TRUSSES," (2008 EDITION). 2. TOP CHORD BRACING: TOP CHORDS SHALL BE BRACED BY DIRECT -APPLIED PLYW000/055 5HEATHING. • IF 5HEATHIN66 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FASTENED TOP CHORD, CONTACT MW FOR BRACING DESIGN. 3. BOTTOM CHORD BRACING: a. THE BOTTOM CHORDS SHALL BE BRACED BY DIREGT-APPLIED G.W.B. CEILING 4. WEB MEMBER BRACING: THE TRU55 MANUFACTURER SHALL INDICATE THE TRU55 MEMBERS (WEBS, VERTIGAL5) THAT REQUIRE LATERAL BRAGING/RESTRAINT. a. TOR 'L' BRACE: WHERE BRAGING 15 REQUIRED A5 INDICATED ON SHOP DRAWING, UTILIZE T' OR 'L' BRAGE5 (REFERENCE BG51-B3 FI6URE5 83-18 4 133-1q). SHOP APPLIED REINFORCEMENT PER BG51-133 FIGURE5 53-22 4 BC-23 15 ACCEPTABLE. • T' 4 'L' REINFORCING MATERIAL SHALL MATCH THE 51ZE OF THE WEBNERTIGAL MEMBER. • 'L' 4 T' REINFORCING TO BE A MINIMUM OF qO% OF THE LENGTH OF THE WEB/VERTIGAL MEMBER • FA5TEN 'L' OR T' REINFORCING TO WEBNERTIGAL W/ Ibd GUN NAILS (0.13Ix3 I/2") AT b" O.G. b. CONTINUOUS LATERAL BRACING ALTERNATE: WHEN THREE (3) OR MORE 51MILARLY GONFIGURED ROOF TRUSSES ALIGN, CONTINUOUS ROWS OF LATERAL BRAGING MAY BE U5ED IN LIEU OF THE ABOVE -NOTED 'L' OR TBRACE5. • CONTINUOUS ROWS OF LATERAL BRACING 5HALL CONSIST OF MINIMUM 2x4. ROW5 SHALL BE LAP SPLICED ONE TRU55 BEYOND IN EACH DIRECTION. SECURE BRACE TD EACH TRU55 COMPRESSION WEB W (2) Ibd GUN NAIL5 (0.131x3 1/2"). • CONTINUOUS LATERAL BRAGING SHALL BE RESTRAINED BY DIAGONAL BRAGING (MIN. 2" THICK NOMINAL LUMBER 4 MINIMUM 5PF STUD' GRADE MATERIAL). TH15 BRACING 15 TO 13E CONTINUOUS. PROVIDE ONE ROW OF DIAGONAL BRACING AT VERTICAL WEB MEMBERS OF TRUSSES CLOSEST TO EACH GABLE END WALL 4 ADDITIONAL DIAGONAL5 AT 20'-0" AS REQUIRED. DIAGONAL BRACE NAILED TO OPP051TE PROVIDE (2) Ibd NAILS o SIDE OF WEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIREGT-APPLIED PLYWOOD/055 A ROOF 5HEATHING COMPRESSION WEB (5LOPING OR VERTICAL) CONTINUOUS LATERAL BRACE ALTERNATE o (3) OR MORE .... _ _ _........_ ........... ADJACENT 51MILAR TRU55E5 (5EE INDIV. TRU55 SHOP DRAWIN665 FOR LOGATIONS) h 2x 5TRONG13AGK MAY BE INSTALLED FOR GON5TRUCTABILITY TO KEEP EVEN 5PAGING AT BOTTOM CHORD (NOT REQ'D FOR STRUCTURE) CONTIN. LATERAL BRAGING TO LAP ACRO55 MIN. (1) ` DIREGT-APPLIED TRU% BAY A5 5HOWN GWB GEILING SECTION B-B AL79MTE MMM wee (3) OR MW 9MgM MUM IMtl:6WWW WEB MEMBER REQUIRING B BRACING AS INDICATED BY f—TR 65 MANUFACTURER 2x 5TRONG5AGK 2x 5TRONG5AGK5 MAY BE (NOT REQb FOR INSTALLED FOR GON5TRUGTABILITY STRIlGTURF� � TO KEEP EVEN SPACING AT BOTTOM CHORD (NOT REQ'D FOR DIRECT -APPLIED PLYWD/05B DIRECT -APPLIED / \—'L' OR T' BRACING o GWB GEILING I WEB5 DE5I6NATED BY TRU65 MANUR PERMANENT TRUSS BRAG I N6 DETAILS $ NOTES SCALE: NONE DIRECT APPLIW GLILINS seal: y 0� a a P e e% e © copyright Structurr gineering, Inc. z Z J� w W N Z CD �— Z w a J 0 Q a) H U c f� =a Q. JZ �� W 0 0 Lil O N ioe Cn n Iv 7 M&K project number: 068.2001 1 project 9 pro1jm r: JS B drawn by: MJT issue date: 0 1 -2 6.21 REVISIONS: date: initial: h N< J U� W0 � a 1-4 0 U U Y W C� 0 J J LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAIL5 ARE PLAN TH 15 HOME $ 5HALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REGU I RE"' ALL APPL I GABLE AREA5. THESE WHERE5PEG I F I GALLY I ND I GATED 1 DETAILS ARE NOT GUT ON THE PLANS. (II GUT) ON THE PLANS. sheet: PBSBml o t