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Home My WebLink About6833 Shelby Lynn Wayi ABBREVIATIONS AB ANCHOR BOLT MAS MASONRY A.F.F. ABOVE FINISH FLOOR MAT MATERIAL ADJ. ADJUSTABLE MAX MAXIMUM ALUM. ALUMINUM MC MEDICINE CABINET ANCH ANCHOR MECH MECHANICAL 4 ANGLE MIN MINIMUM @ AT MIR MIRROR ML MICRO LAM BD. BOARD M.O. MASONRY OPENING BF BI-FOLD MTL METAL BLDG. BUILDING BM. BEAM N.I.C. NOT IN CONTRACT BLKG BLOCKING (NTS) NOT TO SCALE B.O. BOTTOM OF B.P. BI-PASS DOOR OBS OBSCURED BRG. BEARING O.C. ON CENTER BRK. BRICK OHGD OVERHEAD GARAGE DOOR OPER OPERATOR C.J. CONTROL JOINT OPNG OPENING 91 CENTER LINE OPT OPTIONAL CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD COL. COLUMN OZ OUNCE CONC. CONCRETE 1/11 ONE ROD COND. CONDITION 1/S ONE SHELF CONT. CONTINUOUS CANT. CANTILEVER PC PRECAST CLG. CEILING PDS PULL -DOWN STAIR CM CROWN MOLDING PKT POCKET DOOR CR CHAIR RAIL PNL PANEL PLYWD PLYWOOD D DRYER PREFAB PREFABRICATED d PENNY PR PAIR DBL. DOUBLE PROJ PROJECTED DIA. DIAMETER PSI POUNDS PER SQUARE INCH DIR. DIRECTION PSF POUNDS PRE SQUARE FOOT DN DOWN P.T. PRESSURE TREATED DR DOOR DW DISH WASHER QUAD QUADRUPLE DWG DRAWING D.S. DOWNSPOUT REF REFRIGERATOR DTL DETAIL REINF REINFORCED REQ'D REQUIRED EA. EACH RNG RANGE E.J. EXPANSION JOINT R.O. ROUGH OPENING ELEC. ELECTRICAL R RISER ELEV ELEVATION 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 vn n I (qnTM Companies 90 Matawan Road Matawan, NJ 07747 (732) 383-2200 DUPONT ELEVATION "B" 6833 SHELBY LYNN WAY ZEPHYRHILLS, FL 33542 LOT 016 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: 0 1 ST FLR A/C 1 1,830 SQ. FT. ENTRY 43 SQ. FT. GARAGE 410 SQ. FT. TOTAL UR 2283 SQ. FT. [PATIO 100 SQ. FT. BUILDING DATA THESE PLANS HAVE BEEN PREPARED TO MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 7th Edition (2020) RESIDENTIAL w/ APPLICABLE SUPPLEMENTS OCCUPANCY: R3 BUILDING TYPE: VB SPRINKLED: NO DRAWING INDEX CS1 COVERSHEET & BUILDING DATA CS2 GENERAL NOTES All FIRST FLOOR PLAN A2.1 FRONT & REAR ELEVATIONS A2.2 SIDE ELEVATIONS A3.1 ROOF PLAN A5.1 BUILDING SECTIONS A5.2 TYPICAL WALL SECTIONS WP1 WATERPROOFING DETAILS E1.1 FIRST FLOOR ELECTRICAL PLAN P1.1 SLAB PENETRATION PLAN S-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN S-1.3 ROOF FRAMING PLAN SD-1 FOUNDATION DETAILS SD-2 STRUCTURAL DETAILS PBSB-1 STRUCTURAL DETAILS ALL.:" n , CODS n Ji ° H PREVAILING ANr , . DEC 21 2020 r f r��rr�HILI.S C! 1 4 2J21 • No 77624 _ :irx 7:13 STATE OF . T P. . •. ✓'��f11.Yoillr, cc W >-_ux Lu °� o W cc 0 �o cc w a (nLu a u) LU LU �Irmcr °tfZzOW cc wa=oCa 30000 = Z tL uq � F- cz c w o cts 0 w� wA u O x C'� z OWN � w� O > M�1 O 0 z O O E U C O� to I=Z � Laaaaa COMMUNITY; LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 12/9120 SHEET cs I z n z S i .0 n .0 _ 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 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 5. MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. 1. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE TURN. R903.2.1 LOCATIONS 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. R30THE DWELLING -GARAGE FIRE SEPARATION BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL THE G 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. THE WALL SEPARATION PROVISIONS OF TABLE SHALL NOT APPLY TO GARAGE WALLS THAT ARE 1. TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT .3 MEMBRANE INGS UNIT 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 ALL M RINGFLASSHALL 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 NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE R308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INCHES ABOVE THE 2. TYPE 11. HANDRAILS WITH A PERIMETER GREATER THAN 61/4 INCHES (160 MM) SHALL HAVE A ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTIONS R905.2.6 AND R905.2.6.1. 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 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 M1501.1 OUTDOOR DISCHARGE THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO 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 IN ACCORDANCE WITH SECTION M1506.3. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE 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 VENT OR CRAWL SPACE. 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 SPECIFIED LENGTH GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS F OPEN -SIDED WALKING SURFACES, 0 S O O S NG SU ACES, INCLUDING THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET (10 668 MM) FROM THE CONNECTION TO R302.9 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR WALL AND CEILING FINISHES THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO STAIRS, RAMPS AND LANDINGS, THAT ARE LOCATED MORE THAN 30 INCHES (762 MM) MEASURED THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. WHERE FITTINGS ARE USED, THE 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 Ml502.4.5.1. 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 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH 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 SECTIONS R302.10.1 THROUGH R302.10.5. R310.2.1 MINIMUM OPENING AREA 14 MM LANDINGS, SHALL BE NOT LESS THAN 36 INCHES 9HEIGHT S MEASURED VERTICALLY ABOVE ( ) IN A MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE CODE OFFICIAL SHALL BE PROVIDEDWITH 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 Ml502.4.5.1 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 CONTRACTOR / 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: 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 TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR 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. ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE 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 ARCHITECT FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / 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. REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE 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 MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY 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: MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE ARCHITECT, THE 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 ARCHITECT SHALL NOT BE HELD RESPONSIBLE. 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 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 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. FIRST OBTAINING THE APPROVAL OF THE BUILDING OFFICIAL. THE BUILDING OFFICIAL, UPON 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: THE 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 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 COMPLY SHALL BE CORRECTED AND SUCH PORTION SHALL NOT BE COVERED OR CONCEALED UNTIL AUTHORIZED BY THE BUILDING OFFICIAL. MATERIALS. CARPORTS. STAIRWAYS: 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 SHALL 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 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 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: R311.7.5 STAIR TREADS AND RISERS FIBER -REINFORCED GYPSUM PANELS (ASTM C1278) PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. R302.12 DRAFTSTOPPING 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 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 THE RISER HEIGHT SHALL BE NOT MORE THAN 73/4 INCHES (196 MM). THE RISER SHALL BE MEASURED 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: VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT MANUFACTURER FOR EACH WINDOW. REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER 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 PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR 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. R311.7.5.2 TREADS 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 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 SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN MAINTAINED. MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. THE GREATEST TREAD 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 HAZARDOUS LOCATIONS: DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN 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 R308.4.1 GLAZING IN DOORS R311.7.5.3 NOSINGS EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: GLAZING IN FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. 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 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 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. 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 2. DECORATIVE GLAZING SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: R308.4.2 GLAZING ADJACENT TO DOORS. EXCEPTION: A NOSING PROJECTION IS NOT REQUIRED WHERE THE TREAD DEPTH IS NOT LESS THAN 11 INCHES (279 MM). 1A. THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TO APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE DEC21 202 BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 R311.7.8 HANDRAILS WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS INCHES ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH FLIGHT WITH FOUR OR MORE OR DETAILS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW CONDITIONS: RISERS . AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT 0 G. 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 OR .`� �C E N S r 4: DOOR IN A CLOSED POSITION. HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, PROTECTION AT THE HEAD AND SIDES. 1.2. IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN �' No 77824 • 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. 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. - �'`' EXCEPTIONS: EXCEPTIONS: 1.4. IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMANVDMA 300 OR a• , �� : STATE OF 1. DECORATIVE GLAZING. WHERE THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR 1. THE USE OF A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED OVER THE LOWEST TREAD. FMA/AAMANVDMA 400. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR '.�.c�'••.� ' •.``�, '�� •. < C ,� , c� �. �' � k3 ' ��ob. A AND THE GLAZING. 2. WHERE HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE CONTINUOUS TRANSITION STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. ' �QN 3. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR LESS IN BETWEEN FLIGHTS, TRANSITIONS AT WINDER TREADS, THE TRANSITION FROM HANDRAIL TO GUARD, OR 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 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. 4. GLAZING THAT IS ADJACENT TO THE FIXED PANEL OF PATIO DOORS. PERMITTED TO EXCEED 38 INCHES (956 MM). 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. W z0mO} > 0 W ❑ cn Q Lu p W F- a�Wg cccr a= °OOZoW wgQ�Z (L=tea U) ❑ O U ❑ - Z LL. 0 � � Q Z ❑ � n a n U) 0 0 0 Z U O I•s� w O z w O � i z O IL O R V 0 N 04 U �zaaaaa'� i i i i i i i COMMUNITY; LINKS AT CALU A SPRINGS ! PLAN # 6101 i RELEASED: 12/9/20 SHEET i CS2 i 1 O z w U) O z Q 0 z a w w m 3-SIDED ACRYLIC SURROUND CO 36"x60" ACRYLIC SHWR PAN M v HB 2 PATIO I 10'x10' 1 I38'-8'1 I 6'-0" ' 14'-8" _ 9'-4" 10 •35 SH (53"x63") EGRESS 6068 SGD TEMP. 2868 TbN 31_811 XFER 15'-211 GRILL r----, I OWNER'S AHU ON RRETURN AIR GRILLE STAND �a SUITE 30" AFF -1 =N ' 1 t� , MCtorl W '--I ADD 7/16" OSB TO 3r g' MECH. CLOSET SIN CEILING FOR FIRE 51_12n M DRAFT STOP P�TRY �w 28"O' I i� L 10 Y r,N o. �r .0n 2 ol Ln 4'-11" 12�_011 i i 81.8n 32n � - I �_: I ClI O. SUITE BATH = I c��NQ1 I I >-8'-41)"CLG. IS (W7ZD 81 Z Op I i 0� QOcr) °I M 668 N � 1 ° I� T O v I ITCHE O° I i ----1 I 2X4 LOW WALL 36" HT. FLAT WC cr) , I 8-81. CLG. I I COUNTERTOP I 5 n i6'_8" OS WIC I I fl n M d 8'-8"CLG. ro 18 -11 8 41-911 CC , I I REF. I �----- OPT.I:. R&S HI & LOW SIN I i 1 - REF. i rIN 1 (V r _T LNDRY Wn 1 8'-8" CLG. xl I BEDROOM2 �0`O� . d c� N WASHERI J cm" CL. BOX�L-a---- =u ,1N r 8'-8" CL DRYER VEN 11 ' " (D T � r 10'-2" o� " , T T n---- -� BRK 6'-82 " 5'-22" �6k` ' WH N CV 0 2868 Sc W/ 18'-10" SELF CLOSER 2'-0fl ,------------ 22" X 54" I 2 CAR ATTIC ACCESS GARAGE L----------- 8'-8" CLG. 1/2" CEILING BOARD ABOVE 1/2" WALL BOARD ON GARAGE SIDE PROVIDE INSULATION AS REQ'D O p 2" CONCRETE - N CURB F----- -----------------------------------� I 16070 GARAGE DR. 2'-4" 81-8" 181-6" s 35 SH GREAT ROOM 8'-8"CLG. CO N DINING AREA 8'-8" CLG. 10'-52" �,)l BEDROOM 4 IN. 8'-8" CLG. TI(� 1 T T XFER GRILL 2 12'-92" HALL V& ' 5 ' \ BATH Y V-8211 m 8'-8" CLG. r_Q111 08" CLG. = Lo I "Z V 9' o So I I to , I -----� 3, I O 1" U i It j�� ---CL. --- -- FOYER T N 8'-8" CLG. XFER 2'-4" 61_8" GRILL BEDROOM 3 0 8'-8" CLG. T 1 21-On •25 SH (37"X63" EGRESS) 2'-0" 16'"I 1 11 ,_0" -0-4" -45 20'-0" 5'-4" 13'-4" 38'-8" FIRST FLOOR PLAN SCALE: 1 /4"=1'-0" m-3 co 1 x co LEGEND SYMBOLS BUILDING/WALL SECTION MARKER ® INTERIOR ELEVATION MARKER Ik EMERGENCY ESCAPE & RESCUE ELEVATION STEP BRKX FLOORING BREAK WALL TYPES 2x WOOD/STEEL FRAMED PARTITION INTERIOR PARTITION w/ INSULATION CMU WALL CMU WALL w/ FURRING & INSULATION NOTE: INTERIOR WALLS ARE DRAWN TO ROUGH DIMENSIONS SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL SOLIDSURFACE BRACKETSPACED a16" O.C. FOR VERHANGS COUNTERTOP GREATER THAN 10" TOP PLATE 1' 2„ MAX. 2x4 STUD WALL SEE PLANS FOR WALL LAYOUT =_ 1/2" GYP. tBASE CABINET AS BD. PER SHOP DWGj F4 WD.BAS MOLDING FINISH FLOOR O SH1 r- SUBFLOORji TYPICAL DOOR PLACEMENT DIAGRAMS ODOORS LOCATED WITHIN A LENGTH OF WALL ARE TO BE CENTERED UNLESS DIMENSIONED OR NOTED OTHERWISE. 3-SIDED DOORS LOCATED ADJACENT TO WALL ACRYLIC O INTERSECTIONS ARE TO BE PLACED 3" SURROUND MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED TUB PER OTHERWISE. COMMUNITY SPECS _ 0 N O N DEC 21 2020 ,,tllllllloll? � ' S G. FR f �•'i GEN3 •�y' No 77824 STATE OF •: ; F- cc W Lu PLu OH WI=<0 =)o CC fnvWW Q � W I- CC W W J W oC or YOHZ �yu_OOU) Z ~cn Z QZ Z_ W a- = oC a WoOQ HE Z LL (n F- Q Z 0 cz � n cz' C n O � Q Q Z O O O � a a O 0 � O O U) O I OEM W z O CL M A O E U W 0 U) 0 U) �z 0 QQQQa COMMUNITY: LINKSATCALUSA SPRINGS PLAN #6101 RELEASE: 12i9/20 SHEET Alel WINDOW TRIM DETAIL SCALE: 3/4"=1'-0" , GARAGE TRIM DETAIL SCALE: 3/4"=1'-0" RAISED WITH SAND FINISH FOAM MEDALLION DETAIL SCALE: 3/4"=1'-0" ROOF SHINGLES PER — COMMUNITY SPECS (TYP.) 6" WIDE STUCCO — BAND (+1) 12 5 35 SH . L ' REAR ELEVATION •0' 01 SCALE: 1 /4"=1'-0" 1'-0" 81-0" 12 12 5 5 12*- 5 CRICKET 4"WIDE STUCCO FMIM 011 MIMI Imill Iml FRONT ELEVATION I SCALE: 1 /4"=1'-0" 12 5 ROOF SHINGLES PER COMMUNITY SPECS (TYP.) BLDG. HEIGHT ROOF SHINGLES PER COMMUNITY SPECS (TYP-) 4" WIDE STUCCO BAND (+1) HEEL HIGHT 4" WIDE STUCCO BAND (+1) M s T.O. MASONRY T°° _ co T.O. WINDOW ❑ ❑ I 1 IXIK 12 5 I-F 4" WIDE STUCCO BAND(+1) 18" DECORATIVE FOAM SHUTTERS al 2'-0 STUCCO •25 SH BAND RETURN N FIN. FLR. 3068 Go co PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLORFINISH TEXTURE WINEk x- .5• 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 CEM12,ff 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) DEC 21 2020 ,` ollsIULrtI,,� � �g G. ��• v ; ��GENS`•;.ti No 77824 STATE OF. G= Ir F- Ill WZO= o} H >o ao W=❑f- (n U W W apWF- J C/) W W cr -W °tfZZ it 15 LLJ .= CL CL =i np0U ❑= Z lL (n �Ha?❑ �ri) CIZ' ct O �a Q U) z 0 O IQ w u w 0 .j X 00 m� W w o a cts 0 z O z 0 a O R NU W^^ N Od �o lzZ aaaaa COMM"*, UNKSATCALUSA SPRINGS PLAN # 6101 RELEASED: 12/9/20 SHEET A2. I 1 12 5 LEFT ELEVATION SCALE: 1/4"=V-0" 12 5 AI. d 12 5 *25 S . H. .35 SH , 20 RIGHT ELEVATION SCALE: 1 /4"=1'-0" 12 5 12 5 ROOF SHINGLES PER COMMUNITY SPECS (TYP.) ROOF SHINGLES PER COMMUNITY SPECS (TYP-) PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH r?ff;;t.fi 3+X 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 CEN194 T 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) DEC 21 2020 %% G. tj �# �♦ S Fq • No 77 24 � • /l STATE OF u; .�0;A% A- �,F•.lpR,vF 14• or J W WZOH w WZO >OCQ0 W co? � W W � W W a It Ercc ca000cn Z Z Z ~ Z_ J W (L2 a ?C/)000 H Q Z cz c 0 �Q Q cn o Z o 0 w j w o w � A o Mn z 0 IL A 0 R U G Z� Od FA- � z0 o aQQQQ COMMUNITY: UNKSATCALUSA SPRINGS PLAN # 6101 RELEASED: 12/8/20 SHM A2.2 ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 2283 SQ. FT. 1 1096 SQ. IN. UPPER VENT 40% NET VENT MIN. 438 SQ. IN. UPPER VENT 50% NET VENT MAX. 548 SO. 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 552 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SQ. IN. / LF. 84 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, UNDERLAYMIENT 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" DEC 21 2020 0 NO 7 824 -33 .. ;LZZ STATE OF • 14,000 e °°rrrri�.�ttt cc W } _ CC O O H } > a: 0 p (/)UWW Q�WF- W J to W cr Z o W Z z Fv 6L. W IZ = CC D_ xU)a0U �—Zu-u) �F-Q?p cz t` c 0 �a Q O o z U a O LLO m o �- O o a O Z O A 0 K U G z� Z 04 NG zaaaaa COMMUWY; LINK A ALUS SPRINGS PLAN # 6101 RELEASED: 12J9/20 SHEET A3. 1 T.O. V gK FIN. FOOTING PER FOUNDATION PLAN , BUILDING SECTION SCALE: 1 /4"=1'-O" BUILDING SECTION SCALE: 1/4"=1'-O" m ROOF TRUSSES (SEE SHEET FOR DETAILS) T.O. WALL T.O. WINDOW -0 FIN. FLR. A J J FOOTING PER FOUNDATION PLAN DEC 21 2020 G. • �C E IV •. C �. No 77824 STATE OF :•� 1*0 w� S R l0!'q A i. 4'��``, �11".13i13i'• W G= wz0= O F- > cr 0 p F- ¢pF- w J(nW cr g 1=cc Y O F- Z �iL00U) ZZZ~Z �gQ�� w (L cr (L � cn p 0 0 n=ZILW ¢?p �F-cz Cz cy O �Z Ia- cts U) O Z O 0 0 u) u u mi O W �--� Im w (9 w WANN' 0 Q ZOno O n Z O a G� 0 G U) 04 20 �Z aaaaa COMMUNITY: LINKS AT S SPRINGS PLAN # 6101 RELEASED: 12/9/20 SHEET AS. I i ROOF SHINGLES OVER 12 15# ROOFING FELT SEEM PRE-ENGINEERED ROOF PLAN TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. TOP OF C.M.U. (REFER TO ELEV.) INSULATION PER ' COMMUNITY SPEC. SEE SEE ENERGY CALCS. _ _ ELEV. 1/2" (MIN.) CLG. BD. 2x6 ALUM WRAPPED FASCIA I PT DRAPE BLKG BD. w/ALUM DRIP EDGE. ABOVE WINDOWS 1/2" SOFFIT PER SPECS G.W.B. SEE STRUCTURAL WINDOW PER PLAN PLAN GYP.BD. _ WINDOW SILL 1/2" GYP. BD. OVER RADIANT PRECAST WIN. SILL BARRIER INSULATION (R-4.1) ATTACHED TO 1x2 PT. FURRING c@ 24" O.C. SLOPE GRADE AWAY BASE BOARD FROM HOUSE iK 0'-0" FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. 1-STORY WALL P WINDOW SCALE: 1/2"- l'-0" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS PROVIDE 2X4— FRAMED ENCLOSURE FOR ELECTRICAL PANEL, FINISH W/ J" GYPSUM BOARD ELECTRIC METEF LOCATION - SEE PLANS. VERIFY INSTALLATION IN FIELD 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 BOARD 1 PANEL GARAGE N io co GYPSUM BOARD k GYPSL BOARD NICHE F( ELECTRI, PANEL & WIRING ELECTRI' PANEL EXTERIO CMU BLC WALL CONCRE' CURB RE TO PLAN SLAB ON GRADE Al GARAGE FLOOR ROOF SHINGLES OVER 12 15# ROOFING FELT S ROOF PRE-ENGINEERED ROOF PLAN TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. TOP OF C.M.U. If 11 (REFER TO ELEV.) SEE \-2x6 ALUM WRAPPED FASCIA ELEV BD. w/ALUM DRIP EDGE. 1/2" (MIN.) ------ SOFFIT PER SPECS CLG. BD. (p TYPE W GYP. BD. SEE STRUCTURAL TO BE PROVIDED PLAN WHEN LIVING SPACE IS ABOVE GARAGE) 8" CMU BLOCK W/ CEMENTITIOUS FINISH (BEYOND) EXPANSION JOINT GARAGE SLAB, 4" SPECS DRIVEWAY PER COMMUNITY SEE STRUCTURAL SPLANS E o, 0 -0 S.� E FIN. FL. `—FOUNDATION PER STRUCTURAL DRAWINGS WALL SECT -ION Qr GARAGE DOOR SCALE: 1/2" - l'-0" A IC OR SECOND FLOOR LIVING SPACE REFER TO PLANS• ELECTRICAL PANEL NICHE AT CMU BLOCK WALL SCALE: 1/2" - V-0" NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION DEC 21 2020 %%� I;IYI1I° ,,,��Ir No 77824 : P '. STATE OF 100 ,. 2 W }22 O O FF---- WOWCaO � p Q p W W J W W W p 2 2 2 Y01-z adLL00cn zzz�W cr < _j J W CL a- (1) p WO Q H Q Z p q) n n o O siQ a 0 0 z 0 0 WON U 0 �w [L u� 0 Z 0 IL 0 O E U G z O IIYZ G aaaaa COMMUNITY: UNKSATCALUSA SPRINGS PLAN # 61 Of RELEASE: Q✓9/20 SHEET A5•2 Lo r "L" FLASHING SCALE: N.T.S. WOOD ,SHEATHING 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) 8" 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. 8" THICK, 3 COAT CEMENT PLASTER 60 MIN. GRADE D PAPER BACKED LATH BARRICADE PLUS WRB (OR APPROVED EQUAL) / WRAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP F- WRB APPROX. 1-1/2" ABOVE SHINGLES z ROOF/WALL SCREED a g ;To g 5X5 WALL FLASHING a T KICK -OUT FLASHING (SEE DTL. BELOW) 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 39 STEP 1 FOLD FOLD @ FOLD INWARD @ PT. A STEP 3 © © \-- FOLD ar 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 1 FOLD INWARD @ PT. A CREASE @ PT. B STEP 4 WATERTIGHT SEAL. FOLD. DO NOT CUT. BOTTOM FLANGE FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C FOLD PT. C OVER PT. B TILL PT. C TOUCHES BOTTOM FLANGE DEC 21 2020 G. FR/4#�_"' No 77624 v • :i= %9O; STATE OF . �� ' • \ a �C N i cr W wz0= O }. H >�¢0 w�o� crF-wo =�Wg IrLU Ir zzzpw WCL<J W�=cc(L �`)a00 �hP< Pr ct cz a O O Z � O � U O � a) w wA O z O a D A O R U 0 z� 0o � Z aa< I I 1 1 1 I i COMMUNITY: UNKSATCALUSA i SPRINGS ! PLAN # 6101 RELEASED: 12/9/20 SHEET i GYP 'I FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4"=1'-0" 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. BREAKER 1/2" PVC CONCRETE ENCASED GROUNDED ELECTRODE I_d;II—II —' ELECTRICAL RISER DIAGRAM NOT TO SCALE ELECTRICAL KEY 0 DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH J4 FOUR-WAY SWITCH ¢- KEYLESS LIGHT FIXTURE - CEILING MOUNTED LED LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE Ov VAPOR PROOF LIGHT FIXTURE *c. LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE f) EXHAUST FAN q EXHAUST FAN/LIGHT COMBINATION ® CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) ® COMBINATION SMOKE / CO2 DETECTOR Q SMOKE DETECTOR b TELEPHONE (OPTIONAL) Q TELEVISION (OPTIONAL) ELECTRIC METER ELECTRIC PANEL --�- DISCONNECT SWITCH Q JUNCTION BOX /I,- STANDARD ELECTRICAL LINE NOTES: 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AND ARC FAULT CIRCUIT INTERRUPTERS (AFCI) PER 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. LUMINAIRES 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 OL w D= } MLu �OOF }- LU >owC¢O LLI a - Q3� w J � w w m 0= cr D= Ye -Z Zrv- Z Z Z O Lu r < u wa=ova _3D 00LL i� a?o n cz n �c� Q c O .9 a z O O O a 0 as u 0-j 0W.j Im w �...i o a� u o �w w z 0 IL Q O R U G ul O� in �Z aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 12/9/20 SHEET i E• I* SLAB PENETRATION PLAN SCALE: 1 /4"=1'-0" W WZ0= O>. F— Woc¢O �p W0 QpWF— cc J(1)WLU cr cc Ir z z W W6 _j W CL = d _3cn000 p=ZtLcn � H ¢ z ❑ a z O 0 O O � U Z o w z wa o a O z O a M 0 0 IE U G 04 No p;Z a<aaa COMMUMTY: LINKS AT CALU A SPRINGS PLAN # 6101 RELEASED: 12l9120 SHEET i PI.'� MASONRY L I NTEL ASSEMSL I ES SEE SCHEDULE AND SMOFIGATIONS FOR ADD'L INFO r r-7 rr-- 1LQJI+i - MIN. N COW-W30W I LQJ I MIN (1)C.CUR5E/B01� I I BEAM ABOVE LINTEL I I BEAM ABOVE UWEL 6R= �zRour 4.. ' 4.. , BOTTOM REIaF. p■ PRECAST LINTEL W . PRECAST LINTEL W t-'�-F B tiEIPF.IiSNF. MB-1 MB-2 COURSE, IF ' TOP C I i TOP CE, IF 1 L4J It- OURSE, m °pt' I L4J I REQ'D P32 ARGN. L____,, REQU PER ARGN. TOP REW OR CONT. � BEAM BOND BEAM REINF. REINF. AS RW'D GROUT OF -an BOTTOM FEW. BOTTOM REINF. -_ra PRECAST LINTEL W PRECAST LINTEL W #--Y-t EH9EPM Ftew. ENDED REAP. MB-3 MB-4 MASONRY LINTEL DETAILS REINFORCEMENT MARK DESIGNATION TOP BOTTOM 5HEAR REINFORCEMENT 43-1 8F8-OB/OT ----- --- MB-2 8F8-I5/OT --- (1) #5 MB-3 W16-113AT (1) #5 (1) #5 143-4 8WI4-IB APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE, QUALITY PREGAST CO., AND LOTT'S GONGRETE. NOTE5: I. ALL LINTEL5 w/ 5PAN5 GREATER THAN 14'-O" 5HALL BE PRESTRE55ED. 2.5HORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINTELS 5HALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORGEMENT 5HALL BE GRADE 60, fy=60 ksl 6. ALL LINTELS SPEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE56N. 7. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW SHEET LIST INDEX 5HEET DE5GRIPTION 5HEET TITLE 5-0.0 5TRUGTURAL NOTE5 F-1.0 5LAB PLAN F-2.0 BLOCK PLAN 5-1.3 ROOF FRAMING PLAN 50-1 FOUNDATION DETAILS 50-2 5TRUGTURAL DETAIL5 P1555-1 5TRU6TURAL DETAILS GENERAL STRUCTURAL NOTES FOUNDATION • DE51GN 15 BA5ED ON 7th EDITION (2020) FLORIDA BUILDING CODE. • FOOTING DE516N - THE5E FOOTINGS HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING GAPAGITY OF 1,500 P5F. • ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT W/ GONGRETE OR MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED 5OUTHERN PINE #2. • FASTEN PARTITION WALL5 TO 5LA13 WITH Y4" DIA. x 23/4" LONG TAPGON5 0 32" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE END5. • BUILDER TO VERIFY GORRO51ON-RE515TANGE COMPATIBILITY OF HARDWARE 4 FA5TENERS IN CONTACT w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER 4 HARDWARE 5UPPLIER5 TO GOORD. • GONGRETE PE515N BA5ED ON AGI 318. GONGRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE-551VE 5TRENGTH5 IN 28 DAYS, U.N.O.: f'c = 2,500 P51:....... FOOTING5 2,500 psi:....... 5LAB5 ON SRADE (INTERIOR 4 EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXP05ED TO THE WEATHER 5HALL NOT HAVE LE55 THAN 5% OR MORE THAN 7% AIR ENTRAINMENT. • ALL FOOTINGS SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTINGS AND 5LA55 ON GRADE SHALL BEAR ON VIRGIN 501L OR q5% COMPACTED FILL. • MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT 5HALL BE 48 BAR DIA. • HOOK5 5HALL BE PROVIDED AT 015GONTIN0005 END OF REINF. • GROUT 5HALL BE A5TM G416 F'c=3000 P51 W/ MAX %" ASSRESATE • CONCRETE MASONRY UNITS 5HALL BE A5TM G90 WITH A MINIMUM GOMPRE551VE 5TREN5TH OF Ig00 P51 (F'M = 1500 P51). ALL MORTAR 5HALL BE A5TM C270, TYPE 5. GMU DESIGN BA5ED ON AGI 530/530.1 •ElREINFORCED GMU GORE5 (A5 INDIGATED ON PLAN) 5HALL 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 30" LAP 5PLIGE WITH FOOTING DOWEL. • 6ROUT SOLID 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 5OLID ON EACH 510E OF ALL MASONRY OPENIN65 AND AT ALL WALL GORNER5. • VERTICAL REINFORGEMENT 5HALL BE HELD IN PLACE AT THE TOP AND BOTTOM, 5HALL BE LOGATED IN THE GENTER OF THE MASONRY CELL, AND 5HALL BE LOGATED AT A MAXIMUM OF 6-0" O.G. IN EXTERIOR WALL5. (A5 5HOWN ON PLAN5) • ROUGH OPENINC75 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE GONTROL JOINTS AT ALL IN51DE GORNER5 OF 5LAB E06E5, AND OTHER LOGATION5 WHERE 5LA13 GRAGK5 ARE LIKELY TO DEVELOP. EXACT LOGATION5 PER BUILDER. • 5AW GUT OR TOOLED JOINT DEPTH 5HALL BE Y4 OF THE DEPTH OF THE 5LA13 (I" FOR A 4" 5LAB) • JOINT5 5HALL BE LOCATED a 12-0" O.G. (REGOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN 5HALL BE A5 GL05E TO 5WARE-5 A5 P0551BLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SPECIFICATIONS (TYP. U.N.O.) DE5GRIPTION OF BLDS. ELEMENT 3"x0.131" NAIL5 3"xW20" NAIL5 J015T TO 5OL.E PLATE (3) TOENAIL5 (3) TOENAIL5* SOLE PLATE TO J015T/BLK'6. (3) NAIL5 o 4" O.G. (3) NAIL5 ® 4" o.c. 5TUD TO 50LE PLATE 2 TOENAIL5 (3) TOENAIL5* TOP OR 50LE PLATE TO 5TUD 2 NAIL5 3 NAIL5 RIM TO TOP PLATE TOENAILS A 8" o.c. TOENAILS 0 b" o.0 BLK'S. BTWN. J015T5 TO TOP PL. (3) TOENAIL5 (3) TOENAIL5# DOUBLE 5TUD NAIL5 o 24" o.c. NAIL5 o 1611 O.C. DOUBLE TOP PLATE NAIL5 0 24" o.c. NAIL5 0 16" o.c. DOUBLE TOP PLATE LAP 5PLIGE q NAIL5 IN LAPPED AREA II NAIL5 IN LAPPED AREA TOP PLATE LAP o GORNER5 4 INTER5ECTI% WALLS (2) NAIL5 (2) NAIL5 * 2Y2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"4.120", 5AME 5PAGIN6 OR NUMBER OF NAIL 5. (ONLY ACCEPTABLE WHERE * ARE 5HOWN) TH15 MODEL HAS BEEN DE516NED IN AGGORDANGE WITH THE 7th EDITION (2020) FLORIDA BU I LD I N6 GODE (5EGTION 1(90q) LATERAL DE516N REQUIREMENTS FOR THE FOLLOWING WIND SPEED EXPOSURE ONLY: 140 MPH - EXP. B WIND I MPORTANGE FACTOR = 1.0 INTERNAL PRESSURE GOEFF I G I ENT = ENGLOSED, +/- 0.15 ANY WIND 5PEED/EXPOSURE NOT LISTED HERE REQUIRES FORMAL EVALUATION I APPROVAL FROM M+K 5TRUGTURAL EN61 NEERI N6. EXTERIOR 4 SHEAR WALL SHEATH I NIS SPECIFICATIONS INDIGATE5 LOCATION AND EXTENT OF 5HEARWALL WHIGH REQUIRE5 5HEATHING AND/ OR FASTENING 5PEGIFIGATION5 BEYOND THAT OF 5TNDRD GON5TRUGTION 5YM130L SHEAR PANEL 5PEG. 15/52" PLYWOOD OR 05B FA5TENED W/ PI 2y2"xO.131" NAILS ® 6" o.G. ALON6 PANEL EDH5 AND 12" o.G. IN THE PANEL FIELD. 15/32" PLYWOOD OR 05E3 FASTENED W/ P3 21/2"x0.131" NAIL5 @ 3" o.G. ALONG PANEL ED6E5 AND 12" o.c. IN THE PANEL FIELD. 5TANDARD EXTERIOR WALL 5HEATHINS REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALL5 W/ 15/32" PLYWOOD OR 05B FA5TENED W/ 2,�"x0.131" NAIL5 ® b" O.G. AT ALL PANEL ED6E5 AND ® 12" O.G. AT GENTER. (U.N.O. ON PLAN5) I. ALL PANEL E06E5 5HALL OCCUR OVER FRAMING OR 2X BLOCKING 5HALL BE PROVIDED TO SUPPORT PANEL EDGE AND FA5TENIN6 2. ALL 5TRUGTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING ® Ib"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALL5 5HALL HAVE DOUBLE TOP PLATE5 FASTENED TOGETHER W/ %"x0.131" NAIL5 ® I6"o.c. U5E (8) %"x0.131" NAIL5 ® EA. LAP 5PLIGE. (TYP. U.N.0) 4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALL5 ARE GONTINUOU5 SHEATHED ABOVE AND BELOW OPENIN55. 5. 5EE ARCHITECTURAL DRAWINGS FOR ADD'L WALL CON5TRUGTION REQUIREMENT5. b. ALL EXTERIOR WALL5 ARE GON5IDERED 5HEARWALL5. 7. WHERE PANEL5 ARE APPLIED TO BOTH FAGE5 OF WALL, PANEL JOINTS 5HALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. 8. A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENIN55 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LONG A5 THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 EDGE NAILING REQUIRED AND OGGUR 16" MINIMUM FROM THE EN05 OF THE 5HEARWALL. q. ALL 5HEATHIN6 PANEL5 TO MEET U.5. PRODUCT 5TANDARD P51 OR P52, OR APA PRP-108 WITH 33(6 SPAN RATING (MAX) 10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE ARCHITECTURAL PLAN5. THE 5HEATHING U5ED IN THE -FIRE RATED A55EMBLIE5 5HALL BE NOMINAL 1%7," THIGK, APA RATED 5HEATHINS 5 EXP05URE 1 055 OR PLYWOOD PER U.5. PRODUCT STAND RD P51 OR P52, OR APA PRP-108 IN ACCORDANCE WITH THE UL DE516N5 5PEGIFIED. Window 4 Door Allowable Wind Pre55ure5 140 MPH Wind Zone EX o5ure B OPENING 51ZE INTERIOR ZONES END ZONE5m 8' Garage Door +18.5 P5F/-20A P5F +18.5 P5F/-20.q P5F 16Garage Door +11.1 P5F/-Iq.7 P5F +11.1 P5F/-Iq.7 P5F 10 5017T. +21.2 P5F/-22.q P5F +21.4 P5F/-28.3 P5F 20 5QFT. +20.2 P5F/-22.0 P5F +20.2 P5F/-26.4 P5F 50 5QFT. +Iq.0 P5F/-20.8 P5F +Iq-0 P5F/-23A P5F 100 5QFT. +18.0 P5F/-Iq.B P5F +18.0 P5F/-22.0 P5F 500 SOFT. 1 +15.8 P5F/-17.6 P5F +15.8 P5F/-17.6 P5F IDEnd Zone is defined as the smaller of 10% of least horiz. dim. or 40% of mean roof height. NOTE: Pressures charted here are allowable pressures and have been reduced per A5GE 7-16 section 2.4.1 from ultimate pressures. Divide allowable pressures dove by a factor of 0.6 to obtain ultimate pressures. ROOF FRAMING • 5EE ROOF TRU55 UPLIFT CONNECTOR 56HEDULE FOR ALL ROOF TRU55 CONNEGTORS. • ROOF 5HEATHING SHALL BE 7/I6" MIN. 05B/PLYWOOD 5HEATHINS 24,(e, EXPOSURE I. FASTEN 5HEATHING TO ROOF MEMBERS W/ 2 3/8"&113" RING SHANK NAILS (R5R5-01 OR EQUIV) 0 6" O.G. AT PANEL E06E5 4 ® 6" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END 4 DRAG TRU55E5 W/ RING 5HANK NAILS A 3" O.G. (U.N.0). PROVIDE BLOCKING ALONG PANEL ED6E5 AT FIRST 2 TRU55 BAY5 FROM GABLE END. PROVIDE "H" 5TYLE GLIP5 ALONG UNSUPPORTED EDGES. • ROOF SHEATHING FOR MAIN ROOF TRU55E5 5HALL EXTEND GONTINUOU5LY UNDER ALL OVERFRAMINS. • TRU55 ALL VALLEY 5ET5. FA5TEN EACH TO TRU55 BELOW W/ 51MP50N VTGR GLIP5 0 24" O.G. • ALL METAL HAN66ER5 SHALL BE 5PEGIFIED BY THE TRU55 MANUFACTURER, UWE55 OTHERWI5E NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER WTGA 4 TPI'S BG51 I GUIDE TO GOOD PRAGTIGE FOR HANDLING, IN5TALLIN6 4 BRACING OF METAL PLATE GONNEGTED WOOD TRU55E5." • ROOF TRU55 5HOP DW55. 5HALL BE SUBMITTED TO ARCH 4 ENS. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • 5UPPORT PORCH 4 5HORT SPAN ROOF TRU55E5 W/ 2x4 LEDSER FASTENED TO FRAMINS W/(2) 3"x0.131" NAIL5 o 16" O.G. UPL I FT CONNECTORS BEARING CONDITION CONNECTOR LENGTTRUC0H < 15' 51MP50N H2.5T 51NSLE ROOF TRU55 BEARING ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF GIRDER TRU55 BEARING ON ALL 51MP50N HT520 WOOD STUD WALL/WOOD BEAM 51N6LE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL ROOF G.T., FLU511 BEAM OR ALL (2) 51MP50N HETAI6 FLUSH S.T. BRS. ON GMU WALL ALL BEARING POINTS OF EAGH ROOF TRU55 5HALL BE CONNECTED WITH CONNECTOR A5 L15TED ABOVE. IT 15 THE RESPONSIBILITY 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 GON5TRUCTION". M4K HA5 ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN AGGORDANGE WITH THE REQUIREMENT5 OF A5CE-7-16. ALL UPLIFT GONNEGTOR5 AND LOAD5 PER THI5 DRAWING 5HALL 5UPER5EDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR 5PEGIFIGATION5 AND LOAD5 5HOWN ON THE SHOP GARD5. LEGEND • ® INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL I: :I EXTENT OF OVERFRAM1% L _ _ _ J *____ _ __---_INDIGATE5 1/8"A" 5AW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE UJ (5EE NOTE5) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOCKING UNDER P05T OR JAMB ABOVE. 6ENERAL STRUCTURAL NOTES • DE516N 15 BA5ED ON 7th EDITION (2020) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BA5ED ON N05, "NATIONAL DE516N 5PEGIFIGATION FOR WOOD GON5TRUGTION" - LATEST EDITION. • DESIGN LOA05: ROOF LIVE = 20 P5F DEAD = 7 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INCLUDING 5TAIR5 4 DEGK5) = 30 P5F ® SLEEPING AREAS = 50 P5F ® GARAGE = 200 # POINT LOAD ® SUAR05/HANDRAIL5 = 50 P5F ® GUARD IN -FILL GOMPONENT5 DEAD = 10 P5F (20 P5F TOTAL ® TILE) WIND ULTIMATE WIND 5PEED 4 EXP05URE A5 L15TED R15K GATE60RY II 6ENERAL FRAM I N6 • EXTERIOR WOOD STUD BEARING WALL5 SHALL BE 2x 5PF#2 OR 5YP#2 o 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD 5TUD BEARING WALL5 SHALL BE 2x 5PF OR 5YP STUD' GRADE LUMBER 0 I6" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE GON5TRUGTED WITH 2x STUD' GRADE MEMBERS 5PAGED A 16" O.G. (MAX.). • ALL NON -BEARING INTERIOR STUD WALL5 SHALL BE GON5TRUGTED WITH 2x 'STUD' GRADE MEMBERS 5PAGED o 24" O.G. (MAX). • ALL HEADER5 SHALL BE 5UPPORTED BY (1)2x JACK 5TUD 4 (1)2x KING 5TUD, MINIMUM. - THE NUMBER OF 5TUD5 5PECIFIED AT A SUPPORT INDIGATE5 THE NUMBER OF JAGK STUDS REQUIRED, U.N.O.. • ALL HEADER5, BEAMS 4 OTHER STRUCTURAL MEMBERS 5HALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAM5 4 HEADER5 W/ 3-ROW5 OF 3"x0.131" NAIL5 A 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FAGE5 3-PLY OR MORE GONDITION5. UTILIZE 2 ROWS OF NAIL5 FOR 2xb 4 2x8 MEMBER5. • FAGE NAIL BUILT UP 2x P05T5 IN 3'W.131" NAIL5 o 16" O.G. 5TAS6ERED. APPLY NAILING FROM BOTH FAGE5 o 3-PLY OR MORE GONDITION5. • REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL GONNEGTION5 (TYP. U.N.O. ON PLAN5). • 5HEATH ALL WOOD FRAMED EXTERIOR WALL5 W/ 7/I6" 055 FASTENED W/ 2Y2'x0.131" NAIL5 ® 6" O.G. ® ED6E5 4 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKINS AT ALL UNSUPPORTED PANEL E06E5. TYPIGAL U.N.O. ON THE PLAN5. • PROVIDE SOLID BLOGKINS IN FLOOR 5Y5TEM UNDER ALL P05T5 GONTINUOU5 TO FOUNDATION/BEARING. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10"b psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10A0 psi . FOR 2 4 3 PLY BEAM5 OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OF 3"x0.131" NAIL5 A 8" O/G OR 2 ROW5 Y4"x51'2" 51MP50N 505 5GREW5 (OR 5142" TRL65LOK 5GREW5) A 1611 0/6. U5E A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FAGE5 FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/5GREW5 2" FROM EDGE. SOLID 3 Y2" OR 5 Y4" BEAM5 ARE ACCEPTABLE. U5E 2 ROW5 OF NAIL5 FOR 2x6 4 2x8 MEMBERS. • FOR 4 PLY BEAM5 OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROWS OFY4"xb" 51MP50N 505 SGREW5 (OR 6 3/4" TRU55LOK 5GREW5) o 16" O/G. U5E A MINIMUM OF 4 ROWS FOR BEAM DEPTH5 OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FAGE5 (ONE 51DE ONLY FOR TRU55LOK 56REW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. A 50LID 7" BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL 5TUD5 IN CONTACT W/ GMU WALL5 5HALL BE PRESERVATIVE TREATED AND FA5TENED W/Y4" DIA. X 4" LONG TAPGON5 0 24" O.G. FLOOR FRAMING • I-J015T5/TRU55E5 5HALL BE DE5I6NED BY MANUR TO MEET OR EXCEED L/480 LIVE LOAD DEFLEGTION CRITERIA. • ALL METAL HAN6ER5 5HALL BE 5PECIFIED BY I -JOIST /TRUSS MANUFACTURER, UNLE55 OTHERN15E NOTED. • I-JOI5T/TRU55 SHOP DW65. 5HALL BE 5UBMITTED TO ARCH. 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • FLOOR SHEATHING 5HALL BE 23/32" CONFORMING TO P52-04, 24" O.G., EXP05URE I, TONGUE AND GROOVE E06E5, FASTEN 5HEATHING TO FRAMING MEMBERS W/ GLUE AND 3"x0.131" NAIL5 6" O.G. AT PANEL E06E5 4 12" O.G. AT INTERMEDIATE 5UPPORT5. TYPICAL STAIR GON51RUGTION NOTES • (3) 51NSLE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR LANDING, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM W/ (1) 51MP5ON A55 GLIP AT EAGH 5TRI%ER. • FASTEN 2xb P.T. PLATE TO CONCRETE 5LAB W/ (3) %6" DIA. x 3 Y2" LONG TAPGONS. • FASTEN END 5TRIN6ER5 TO ADJACENT WALL5 W/ (2) 3"&131" NAIL5 AT EACH 5TUD, WHERE APPLICABLE. • PROVIDE %" FLOOR DECKING ON R15ER5 AND I" FLOOR DECKING ON TREADS. • 5EE STAIR FRAMING 5EGTION FOR MORE INFO. seal: DEC 21 2020 NO 7 824 - k � do :• STATE OF V. © copyng6� • ERA KILIP O. • • `. �aa no0 z JW w w z N $ Lo z C" r- w --10 a LZ N rr Z=� � U It = � n c W ZT a °O E Jz Q M W o � W S y m _ 8 N i� �. C5 a M&K project number: 068-2001 1 project mgr: .J S B drawn by: MJT issue date: 12.15-20 ■ date: initial: ■ Q M.'" a Cz a 0 a o � w 'L 0 Z p � 0 Q � Z � U 0 Q' (0 (� to LO C� J J sheet: SM0.0 L�G�Nn seal.DEC 2 1, 2020 G. • ® � INTERIOR BEARING WALL �'�� E NSF'�'�° i n 1oi_O" lO1_O" : No 77824 18-8 *. • _ _ _ = BEARING WALL ABOVE i� 1 • BEAM / HEADER ��:..• c TATE OF PATIO 5LAB: 3 y2GONG. 5LAB ON • LOCATION AND EXTENT OF 5HEARWALL © copyrf�t�� 9KV LP e " e g}inc.�� *" .R N GRADE (2500 P51 EXTENT OF OVERERAMING W MIN.) W 6x6-W1.4xK.4 -�' z MESH OR FIBER MESH o • - ---INDIGATES I/6"A" 5AW GUT GONTROL JOINT = UJ ON G5% GOMPAGTED z o o - FILL OR VIRGIN 5O1L E INDIG AT 55�OGATION OF REINEORGED GMU GORE - 09 ALT. a 2 HVAG J L METAL HANGER + J V 5D-I 3 y2" STEP 5D-I UNIT INDIGATES P05T ABOVE. PROVIDE 50LID CC EE BLOGKINCG UNDER P05T OR JAMB ABOVE. A c. tm - - - - - - - - REFER TO 5-O.0 FOR PT I GAL 2 '-8" 6'-2" 11-10" I = a i 5TRUGTURAL NOTES 4 5GHEDULE5 J z i I I W y 5.6.D. REGE55 PER MANUFAGTURER5 i a • I I NSTRUGTION 2 I - 5D-I I I I ---�------- M&K project number: 068-2001 1 project mgr: J S B I I drawn by: MJT issue date: 1 2- 15.20 I m I I REVISIONS: I date: initial: NOTE: REFER TO BLOGK I• PLAN FOR ALL DOWEL o HVAG I 1 LOGATION DIMEN51ON5. I o o UNIT I o � � 2 5D- q'-4" L__ I -----13y2115TEP------ -� I • 4 I I d 4 � SD-i I Q O 5 3 y2" STEP I ,J 5D- . I I 7 I GARAGE SLAB: ( 5D-I 3 y2" GONG. 5LAB I-�W ON GRADE I I (2500 P51 MIN.) w/ 6x6-WI.4xNI.4 3 y2" 5TEP - ~ � I Z MESH OR FIBER MESH OVER 6 - .�...--�.... - -- _I Q a MIL. POLY ON q5% GOMPAGTED I I 0 FILL OR VIRGIN 5O1L. I 6 I I • z LO 711 I 5 Nv— L-----------------� o . 0 z 2 Q ..J ,J 5D-I 5D-I sheet: 20'-0" 18'-8" SLAB PLAN -AgeSCALE: 1/4"= I'-0" (2244 SHEET) SCALE: 1/6"=1'-O" (IlxIl SHEET) Fmi,,o I f— Ln I Ln I r— 1 P 4D 4'-6" 5'-1 1/2" 5'-01/2" 6'-2" 3'-2" 4'-6" 41_2" M15-1 M13-1 M13-1 1"ID—J :_011 1' 1_011 1_0II 51_211 31-211 5:_0II 20'-0" 5'-4" 13'-4'1 05 O i LF) '14 O cn A III BLOCK PLAN LEGENP • ® INTERIOR BEARING WALL • _ _ _ _ = BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL I: : : :1 EXTENT OF OVERFRAMIN6 L'---'J • _ INDIGATE5 1/8"xi" 5AW GUT GONTROL JOINT INDIGATE5 LOGATION OF REINFORGED GMU GORE (5EE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE SOLID BLOGKING UNDER P05T OR JAMB ABOVE. MASONW' LINTEL DETAILS REINFORCEMENT MARK DE516NATION TOP BOTTOM 5HEAR REINFORCEMENT MB-I 8F8-013/OT—_— MB-2 8F8-IB/OT MB-3 8FIb-I5/IT (1) #5 (I) #5 1413-4 DRFI4-15 ----- ---- APPROVED LINTEL MANUFACTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T CO., AND L017'5 GONGRETE. NOTE5: I. ALL LINTEL5 w/ 5PAN5 GREATER THAN 14'-0" SHALL BE PRE5TRE55ED. 2.5HORE FILLED LINTELS A5 REQURIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORCEMENT 5HALL BE GRADE 60, fy=60 kSl 6. ALL LINTELS SPECIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DESIGN. 7. ALL LINTELS ARE TO BE LOGATED DIREGTLY ABOVE THE OPENING BELOW MASONRY LINTEL ASSEMBLIES 5EE SCHEDULE AND 5PECIFICATION5 FOR ADD'L INFO rr--,, +— MIN. (0 GOURSFJBOND I I '++— MIN. (0 GOURSP)BOND L2J I BEAM A,BO� LINTEL I L4J I BEAM ABOVE LINTEL GROUT ` : 6ROIJT BOTTOM FEW I w. I PRECAST LINTEL W I p. I PREGAST LINTEL W 4--a E REINF. E BE XW REIW. MB-1 MB-2 TOP COURSE, IF in �/ I i - •L — TOP COURSE, IF I L4 R'D PER ARCH. -� REab P82 ARCH. 3 I L4J I AM BOND BE TOP ROW OR CONT. CONREINY. T. AS BE BOND BEAM FMIW. 6ROUT 6RdtT _ BOTTOM REINF. BOTTO M REINF. PRECAST LINTEL W�� PRECAST LINTEL W BIDED FEW t'"� E BEDDED REI► F. MB-3 N MB-4 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 8 SCHEDULES 2G. seaPEC I o��` �P.•�� C L J . *� No 77824 s STATE OF .; © coPYr19V4StF4r Irr�g,tlAc . ss 0zZ _J w w z o r� rn T.LJ J d a Z= A c� cc r o. C � Lu y E � =a j 0° E —J z a W :2 Y y W OC m N CL M&K project number: 068-2001 project mgr: J S B drawn by: MJT issue date: 1 2.1 5-20 REVISIONS: date: initial: P" ~ RS d Q a 0 J UL J (n W � z C] � Z 0 n U) a'�e Z U U (L 0 � oz M G J J sheet: SG&1: 1/4"=1'-0" (2244 SHOT) WALE: l/8"=1'-0" (llxl1 SPIFFY) Fm2.0 LEGEND ROOF FRAM I N6 • ® INTERIOR BEARING WALL • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOGATION AND EXTENT OF 5HEARNALL EXTENT OF OVERFRAMIN6 •— - - —INDIGATE5 I/8"xl" 5AW GUT CONTROL JOINT INDIGATE5 LOGATION OF REINFORGED GMU GORE (5EE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. • 5EE ROOF TRU55 UPLIFT GONNEGTOR 5GHEDULE FOR ALL ROOF TRU55 GONNECTOR5. • ROOF 5HEATHIN6 5HALL BE 1/16" MIN. 0513/PLYNOOD 5HEATHIN6 24/16, EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBER5 w/ 2 3/e"x0.113" RING SHANK NAILS (R5R5-01 OR EQUIV) o 6" O.G. AT PANEL EDGE5 $ o 6" O.G. IN FIELD. FA5TEN 5HEATHIN6 TO GABLE END 4 DRAG TRU55E5 w/ RIN6 SHANK NAILS o 3" O.G. (U.N.0). PROVIDE BLOGKIN6 ALONG PANEL ED6E5 AT FIR5T 2 TRU55 13AY5 FROM GABLE END. PROVIDE "H" STYLE GLIP5 ALONG UN5UPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 5HALL EXTEND GONTINUOU5LY UNDER ALL OVERFRAMING. TR155 ALL VALLEY 5ET5. FASTEN EAGH TO TRU55 BELOW w/ 51MP50N VTGR GLIP5 o 24" O.G. • ALL METAL HAN6ER5 5HALL BE 5PEGIFIED BY THE TRU55 MANUFAGTURER, UNLE55 OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER WTGA 4 TPI'S BG51 I "GUIDE TO 6000 PRAGTIGE FOR HANDLING, IN5TALLING 4 BRAGIN6 OF METAL PLATE GONNEGTED WOOD TRU55E5." • ROOF TRU55 SHOP ON65. 5HALL BE 5UBMITTED TO ARGH $ EN(5. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • 5UPPORT PORGH $ SHORT SPAN ROOF TRU55E5 w/ 2x4 LE06ER FASTENED TO FRAMING w/(2) 3"xO.131" NAIL5 o I6" O.G. UPLIFT CONNECTORS BEARING GONDITION TRU55 GONNEGTOR TH LEN51N6LE < 15' 51MP50N H2.5T ROOF TRU55 BEARING ON > 15, 51MP50N HIOA WOOD 5TUD WALLMOOD BEAM ROOF C71RDER TRU55 BEARING ON ALL 51MP50N HT520 WOOD STUD WALL/WOOD BEAM. 51%LE ROOF TRU55 OR PORGH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL ROOF G.T., FLU5H BEAM OR ALL (2) 51MP5ON HETAI6 FLU5H G.T. B%. ON GMU WALL ALL BEARING POINTS OF EAGH ROOF TRU55 5HALL BE CONNECTED tNITH GONNEGTOR A5 L15TED ABOVE. IT 15 THE RE5PON51BILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N 5TANDAR05 FOR METAL PLATE GONNEGTEO WOOD TRU55 GON5TRUGTION". MrtK HA5 ENGINEERED ALL ROOF TRU55 UPLIFT CONNEGTOR5 IN AGGORDANGE WITH THE REQUIREMENT5 OF A5GE-1-16. ALL UPLIFT GONNEGTOR5 AND LOAD5 PER TH15 DRAWING 5HALL 5UPER5EDE THE TRU55 MANUFAGTURER'S UPLIFT GONNEGTOR 5PEGIFIGATION5 AND LOA05 SHOWN ON THE SHOP GARD5. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES � SCHEDULES SO No 777824 i / y STATE OF �RIC �� © copy z J� w w \/ z z w J Q ZF- cc U W� C/) x -J _J N Z W y W cc MF M&K project number: O C9 Q 8 A Q C 3� m E cc op N M Q 068.200 1 1 project mgr: J S B drawn by: MJT issue date: 12- `j 5-20 REVISIONS: date: initial: q) � 0 1i V w a W � C) 0) z I \ \ I �. I ----------- ---- \ HIP GIRDER TRU55 \ \ U) HIP GIRDER TRU55 \ 4 ftl= HIP GIRDER TRU55 I I (51M.) I ~ O4 � z U w T*wo5D-2 i W ��1�+� '�� LO LL..-__ -- -_- -_- -I - - - - - 0 z — — — F•� ..._I J ROOP PRAM I N6 PLAN WALE: 1/4"= I'—O" (2244 SHEET) WALE: 1/6"=l'-O" (IIXI1 SHEET) sheet: Sw 1.3 seal �� 21 - No^ 77824 %p : STATE OF FILLED GELL5 '�'� P - GYP. BD. EA. SIDE ` • C` (5EE LAW 8 GMU BLOCK R4.1 FI-FOIL OR EQUAL 2" ♦ * �� qr OVER /4 FURR 5TRIP5 OF 2x4'5 o 16" O.G. W4'GARAGE -PER BUILDER " :� 2 J-BOLTS 6 FROM EA. a CD (1) #5 VERT. FROM FT6. TO END OFTOP Y I EW BOND BEAM. LAP W HOUSE 5LAB SPACE HALL 321' O.G� oc FOUNDATION DOWEL MIN. (5EE PLAN) 2" (6" MIN. EMBED) w @CORNER 30" GROUT GELL SOLID LU z 5TUD PLATE TIES PER PT BOT. PLAN o 5TUD TOP d CD Z Q _ PLT. BOT. w n. GARAGE WALL z � d _ _ _ GONG. OR PAVER _ DRIVEWAY BEYOND III=11 I=11 I=11 I I J ` o GRADE e e ° ° I I—III—III—III-1 ° + < d GARAGE SLAB m III=III-d III .d "° I I=III=III-III-� ATIO/PORGH/LANAI SLAB O d e °" ° •°e- E fizz = Q $ <r - -I III —III . I —III —III —III= (SEE PLAN) _ a m 411 (5EE PLAN) o _III- `' I d 111—I 11—I I I- U t Q- m I I III — 1=1 I I— d J III 1) #5 DOWEL H/ 6" HOOK AT 6RADE °C �_ a ALL VERT. WALL REINF. - — — — ^ — — — — � t� '—� e I I I I I I=1 I=1 I —I =11I �- (5EE PLANS FOR LOGATIOW =111=III=I I ° I 1=1 I I-1 1=1 11=1 I_I I I III —III —I 11= � — _ � (2) #5'S GONT. t^v ■7� I-1 1=1_I I -I GLEAN COMPACTED I— I_ I l i=_= I I-1 11=1 8° 8" .i. a Q ' �' _III-1 I � — I —III —III —III —III —Ili —III_ 3° MIN. CLEAR =1 11=1 11=1 11=1 —I 11=1 11=1 I —I I' FILL o q5% MONOLITHIC FOUNDATION 8"xs• THIGKENED —1 11=1 11=1 1=1 11=1 11-1 I J~ o' I6"x8" THIGKENE =1 11-1 I I —I 11-1 11-1 I I I 11= 5TANDARD DENSITY I -O W/ (2) #5 CONT. ON GHAIR5 Z EDGE 1^U (2) #5 'El II—III—III—III—III=1 I I- MIN. SLAB W/ 11) #5 GONT. ,u m GONT 11 ,111=„III-1 0 WHERE 2ND STORY WALL fN m` OCCURS DIRECTLY ABOVE THE UPLIFT GONNEGTOR5 5UGH A5 5TUD PLATE TIES, HURRICANE GLIP5, AND W N e" 041 WALL 5HOWN, FTC. 5HALL ANCHOR BOLTS ARE NOT REQUIRED ON WALL5 NOT SUBJEGT TO A OC BE I'-4" WIDE W (2) #5 BAR5 GALGULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE 5UGH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. - I Z H I GKENED EDGE @ G11R,4GE n00R DETAIL 1=00�TIN& SECTION W/ BLOCK DET,11 L THICKENED EDGE DETAIL 4 6ARACGE STEP DOWN DETAIL AR: SGAL �: SCALE: NM SCAR: N% M&K project number: 068-2001 1 project mgr: J S B 8" GMu BLOCK drawn by: MJT 8" GMU BLOCK 8" GMU BLOCK- 8" R4.1 FI-FOIL OR EQUAL 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL issue date: 12-15-20 WIDE �>`�• R4.1 FI-FOIL OR EQUAL - GONG. CURB OVER 3/4" FURR STRIPS (1) #5 VERT. FROM FT6. TO OVER %"' FURR 5TRIP5 BEYOND OVER %" FURR 5TRIP5 (1) #5 VERT. FROM FT6. EXTERIOR DOOR -PER BUILDER BOND BEAM. LAP w/ -PER BUILDER -PER BUILDER TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. (1) #5 VERT. FROM FT6. TO REVISIONS: MTL THRESHOLD HOUSE 5LAB 30" GROUT CELL 50LID HOUSE 5LAB BOND BEAM. LAP w/ HOUSE 5LAB FOUNDATION DOWEL �—6ARA6E SLAB (5EE PLAN) PORGH/PATIO/LANAI (5EE PLAW FOUNDATION DOWEL MIN. (5EE PLAW date: initial: MIN. 30 6ROUT CELL } (5EE FLAW 5ET IN SEALANT SLAB OR PAVERS 30" 6ROUT CELL SOLID 5OL11 PAVERS (5EE PLANS) (5EE PLAN) 1I1-111—I 11-1 11— ° 111EIII-111-1 I I— d 1111-1 I 1-111-111-1 _GRADE _ _ II1=1I EIII II=II _ _ _ II1=1I1—II1=1I1=1I 9 a , 1=1 I=1I1=1I1=1 1- — — I=III=1I1=I 1=III. —111-111 >Y 1-111 111E111-111-1 11- 111E111-cx —I I 1 III-111-1 I I-1 I 1 EEI I F9 I 1-111—I I 111=111=111=III "d 11=III=111=111- 111—� III-1 d ° ° I I —III —III —III- III —I I 1—I I e I 1=I I —I 11-1 I I- --� III 111-1 I I —III= _ 111-111- O z v = — e _: EXP JOINT Jr III- I11=1I1=1II- III-= I_I I III=III=III- `' III=1I I1=111EIII=I'=1I1=1I I-1I1- 1—� m III I I = 1=1 I I " 1—� m III I d I Ed I ElIII- m 1=1 1 a—111=1' 111 —_I PVG GHA5E SLEEVE TO BE tq I 1) #5 DOWEL W/ 6 HOOK AT —11— III=III— - ' I I 1) #5 DOWEL W/ b HOOK AT —III=1 I 1 11 =1 — — ' I _—) I 1=1 I I— — _' I TWIGE THE DIAMETER OF =III I ALL VERT. WALL REINF. —I I I - —1 III=III- ALL VERT. WALL REINF. `? I _ PROTECTED PIPE""' (5EE PLAN5 FOR LOCATION) II I I I I 1 1= 1 1= I i— I I I I 1=1 11=1 I I-1 I I 11- =1 I I=1 I I=111=I 11- MONOLITHIC =I I III=I 1=111 I I (5EE PLANS FOR LOCATION) 1 1-111 1 I 1=111=111= FOUNDATION W/ (2) #5 GLEAN COMPACTED '—III III— GLEAN COMPACTED "=1 11.-1 I RS GLEAN COMPACTED III —1 11= GLEAN COMPACTED MONOLITHIC FOUNDATION MONOLITHIC FOUNDATION 5z FILL o q5% 1 �I 1: GONT. ON GHAIR5 FILL o q5% FILL o 115� I -0 MONOLITHIC FOUNDATION FILL o q5� 5TANDARD I -O 5TANDARD DENSITY I�-oil W/ (2) #5 GONT. ON I'-O" STANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 DENSITY AND TERMITE STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS cz MIN. TREATED MIN. MIN. CHAIRS MIN. 0 WHERE 2ND 5TORY WALL WHERE 2ND 5TORY WALL WHERE 2ND STORY WALL WHERE 2NO STORY WALL OCCURS DIRECTLY ABOVE THE OCGUR5 DIREGTLY ABOVE THE OGGURS DIREGTLY ABOVE THE OGGUR5 DIREGTLY ABOVE THE 8" CMU WALL 5HOWN, FT6.5HALL 8" CMU WALL 511OWN, FT6. 5HALL 8" GMU WALL 5HOWN, FT6. 8" CMU WALL 5110WN, FTC. SHALL BE 1'-4" WIDE W (2) #5 BAR5 BE 1'-4" WIDE W (2) #5 BAR5 BE 1'-4" WIDE W (2) #5 BARS BE 1'4" WIDE W (2) #5 BARS S GARAGE CURB DETAIL 6 ENTRY DOOR DET141L .� EXTERIOR WALL 0 PORCH/PATIO/LANA1 DETA11 (D�H SM DETAILSCALE: Hrs SCALE: rrrs 8" GMU BLOGK--., BEYOND EXTERIOR DOOR— MTL. THRESHOLD 5ET IN SEALANT PORCH/PATIO/LANAI SLAB OR PAVERS (5EE PLANS) ----N R4.1 FI-FOIL OR EQUAL OVER !/4" FURR 5TRIP5 -PER BUILDER HOUSE SLAB (5EE PLAN) I lh MONOLITHIC GLEAN GOMPAGTED� -� I!- FOUNDATION W/ (2) #5 FILL o q5% STANDARD 1'-O': GONT. ON GHAIR5 DENSITY AND TERMITE MIN. TREATED WHERE 2NO STORY WALL OCCURS DIRECTLY ABOVE THE 8" CMU WALL 5HOWN, FT6.5HALL BE 11-4" WIDE W/ (Z #5 BARS EXTERIOR OUTSW I NG 4 SCGD POURED 5 I LL5 DETAIL J° �°e PER MANUF. II ° d IIII sheet: d Q a 0 J U. J W U) � z a 0Q Z J a O � (L :D � z a J J SCALE: PlM SDII,ol PROVIDE 50LID SHIM BETW'N TRU55 4 CONNECTOR IF TRU55 LOCATED LE55 THAN 1 YY FROM CONNECTOR. WHERE TRU% 15 GREATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF SHEATHING TO FASGIA WITH 2 WX0.113" RING SHANK NAILS 0 6" O.G. 2xb FASGIA -5EE ARCH 8" GMU BOND BEAM W/ (1) #5 GONT. 8" REINF. GMU WALL - -5EE PLAN FOR VERT. d HORZ. REINF. 5PEG5 5EE UPLIFT CONNECTOR SGHEOULE ON PLANS FOR CONNECTOR SPEGIFIGATIONS PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EACH TRU%. VERT WALL REINF. TO EXTEND INTO BOND BEAM Dj-%�SECTION SCALE 5/4's1'-0' 5EE UPLIFT CONNECTOR — SGHEDULE ON PLANS FOR CONNECTOR SPEGIFIGATIONS 8" GMU BOND BEAM - W/ (1) #5 CONT. 8" REINF. GMU WALL - -5EE PLAN FOR VERT. t HORZ. REINF. 5PEG5 a TRU55 OVERFRAMIN6 PER PLAN ROOF TRU55E5 PER PLAN --\ PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EACH TRU55. VERT WALL REINF. TO EXTEND INTO BOND BEAM 2O SECTION 2x(ox12"OR CL OF OPENING 2XSXI2"P.T. CENTER BUCK • • W 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) W DIA. J-BOLT W/ 542" EMBEDMENT AT EACH DOOR BRACKET, EACH 51DE OF DOOR. PROVIDE I-Y2"x%* THICK WASHER W/ EACH ANCHOR 05T BOLT TO BE 8" MAX ABV. CURB REST EQUALLY SPAGED APPROXIMATELY 24" O.C) START BOLTS AFTER GARAGE CURB (8" MAX) G>4R>4GE DOOR BUCK DETAIL K SCALS: NTS PROVIDE 50LID SHIM BETW'N TRU55 t CONNECTOR IF TRU55 LOCATED LE55 THAN I Ys" FROM CONNECTOR. WHERE TRU55 15 6REATER THAN I Y2" FROM UPLIFT GONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF SHEATHING TO FASGIA WITH 2 WxO.113" RING SHANK NAILS ® 6" O.G. 5EE UPLIFT CONNECTOR SGHEOULE ON PLANS FOR CONNECTOR SPECIFIGATIONS 2xb FASGIA -5EE ARCH REINF. MA50NRY LINTEL/ BEAM - - 5EE PLAN FOR 5PEGIFICATION5. VALLEY 5ET OVERFRAMIN6 i' CONNECT EACH END OF MA50NRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL w/ 24" LE65 FUTV1 3 -0" MAIN ROOF SHEATHING FASTEN EACH OVERFR TRU55 TO TRU55 BELO. WITH (1) 51MP50N VTGR ® 24" O.G. MAIN ROOF TRU555 TYP I CALL OVERFRAM I NG CONNECTION DETAIL SCALE: N.T.S. F- BOND -BEAM ,_�GONTIN. PREGAST HEADERIT 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED CAST-CRETE CAST-GRETE WINDOW 51LL, WINDOW SILL, OR EQUIV. OR EQUIV. DOUBLE WINDOW L M>�50NRY PIER DET>41 L SCALE: NTS TRIM.E WINDOW SIM. PROVIDE 50LID SHIM BETW'N TRU55 4 CONNECTOR IF TRU55 LOCATED LE55 THAN 1 Y2" FROM CONNECTOR. WHERE TRU55 15 6REATER THAN IV FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN EXTERIOR SHEATHING TO 2x4 BLOGKINS IN EA. TRU55 BAY w/ 2)Yx0.131" NAILS ® b" O.G. FASTEN EA. 2x4 BLOGKIN6 IN EA. TRU55 BAY TO BOND BM. w/(4) HILTI DNI72P8 PAF's FASTEN EXTERIOR SHEATHING TO 2x BLOGKIN6 w/ 2Y2"0.131" NAILS ® 3"O.G. — 8" GMU BOND BEAM w/ (1) #5 BARS CONT. 8" REINF. GMU WALL -5EE PLAN FOR VERT. 8 HORZ. REINF. 5PEG5 SECTION 4 SCALS= 3/4•,P„G"" ALL LAPS IN MA50NRY 25" RUNNING BAR #5 BENT CORNER BAR GROUTED CELL TYP. CORNER PERT. WALL REINFORCING DETAIL SLAW: NTS 710T DETA� I L 5EE DETAIL I ON STRUGTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT SHOWN HERE —FASTEN EA. ROOF TRU55 TO GMU W 51MP50N M5TM16 TH15T STRAP. FASTEN STRAP TO GMU w/ (4)4" DIA. x 2 Y4" LONG TITEN SGRENS - PROVIDE M0157URE BARRIER PLATE (PER TRU55 MANUF) EACH TRU55. - PROVIDE 2x FLAT BLOCKING FIT T16HT TO ROOF TRU55E5 • EVERY OTHER BAY FASTENED TO GMU w/ (3)Y4" DIA. x 3Y2" LONG TAPCONS. FASTEN BLOGKING TO ROOF TRU55E5 w/ (2) 3 Y4'x0.131" NAILS ® EA. END. ROOF TRU55E5 -5EE PLAN UPLIFT CONNECTOR -PER SGHEDULE PERT WALL REINF. TO EXTEND INTO BOND BEAM ROOF TRUS -5EE PLAN 03 X2"x0.1_n 8" GMU 801' (1) #5 BARS 8" REINF. C -5EE PLAN 4 HORZ. REINF. 5PEG5 BY NINDOW/DOOR MANUFACTURER i SHANK 2x4 FLAT BLOGKIN6 • Ib" 0.6. FASTENED TO BOND BM. w/ Y4" TAPGON (2)3 Y2"x0.131" VERT WALL REINF. TO EXTEND INTO BOND BEAM I. 2X PT BUGKS/NAILERS SHALL EXTEND BEYOND INTERIOR FACE OF WINOOW/DOOR, FASTEN BUCK TO MASONRY N/ (1) ROW OF %HX4" TAPGONS b" FROM ENDS AND 16" O.G. MAX. TAPCONS TO BE 1-Y2" MIN. FROM EDGE OF BUCK. 2. BUGKS LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. STRUGTURAL CONNECTION OF WINDOINDOOR TO STRUGTURE BY OTHERS IN TH15 GASE. 3. ADDITIONAL 2X NOOD BUCK MATERIAL MAY BE ADDED TO EX15TINC7 2X BUCKED OPENING, U5E (3) ROWS OF 3"x0.131" NAILS 5TA66ERED 0 12" O.G. EA. SUCCESSIVE BUCK. 4. MIXIN6 OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REGUIREMENTS (FASTENING) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) RONS OF 2-Y2"x0.131" NAILS 0 16" O.G. FASTEN NINDOW/DOOR TO 2X PER WINDOW/DOOR MANUFACTURER'S 5PEG5. W I NDOW/DOOR BUCK DETAIL SCALE: NTS NOTES: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). 2. PROVIDE 3Y4" VIA. HOLE FOR DOWEL, BLOW OR BRUSH GLEAN. 3. FOLLOW MANUF. INSTALLATION INSTRUCTIONS. FUTURE 8" GMU BLOCK DRILL 6" INTO EX15T'(5 I� SLAB, EPDXY 8 DRIVE #5 DOWEL, PROVIDE MIN. I 30" LAP 5PLIGE �I I i GRADE 5EE TYP. FOUNDATION DETAILS FOR ADDITIONAL INFORMATION NOT SHOWN HERE i #5 VERT. BAR TO BE LOCATED PER PLAN IN GROUTED CELL I � I z I � MISSED DOWEL RETROFIT DETAIL SGALS: NTS SIM. • GMU ST=M MX DR MW ~1 LETTERED DETAILS ARE TYPICAL FOR TH 15 HOME $ SHALL BE IMPLEMENTED IN ALL APPL I GABLE AREAS. THESE DETAILS ARE NOT "GUT" ON THE PLANS. NUMBERED DETAILS ARE PLAN 5PEG I F I G AND ARE ONLY REGU I RED WHERE 5PEG I F I GALLY I ND I GATED ("GUT") ON THE PLANS. seal: DEC 21�,�Q,,,,,,, .*Ik WG. F c � No 77824 %J3'. STATE OF - .0, © copyfl s Lng, Inc. e aCD z m W z Z N c� z r- W C 'J LZ N Q � Qi F- �U �-i3g g, CCrt W cry ._ =.., m E a J� >� a� Z W G :n H Y g y W m N OC c+) a 19F project number: 068-2001 ject mgr: [drawn JSB by: MJT ue date: 1 2-1 5_20 REVISIONS: date: initial: sheet: < a 0 J U. J W N Z 12 x 0 Foof z 4 O � 4 � (,0d �Z C� J J SDM2 seal: 0 PERMANENT ROOF TRUSS BRACING NOTES: (SINGLE FAMILY HOME OR TO NHOU5E CONSTRUCTION, WITH ROOF TRUSSES SPACED NO MORE THAN 24' O.C) I. WOOD TRU55E5 SHALL BE BRAGED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENT SAFETY INFORMATION %51) "GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, RESTRAININ6 4 BRACING OF METAL PLATE GONNEGTED WOOD TRU55E5," (2008 EDITION). 2. TOP CHORD BRACING: TOP CHORDS SHALL BE BRACED BY DIRECT -APPLIED PLYW000/05B SHEATHING. • IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRUSS OR TO PURLIN5 FASTENED TOP CHORD, CONTACT MtK FOR BRAGIN6 DE516N. 3. BOTTOM CHORD BRAGINS: a. THE BOTTOM CHORDS SHALL BE BRACED BY DIRECT -APPLIED 6". GEILIN6 4. WEB MEMBER BRACING: THE TRUSS MANUFAGTURER SHALL INDICATE THE TRU55 MEMBERS (WEBS, VERTIGALS) THAT REQUIRE LATERAL BRAGING/RE5TRAINT. a. 'T' OR 'L' BRACE: WHERE BRAGIN6 15 REQUIRED A5 INDICATED ON SHOP DRAWING, UTILIZE 'T' OR 'L' BRAGE5 (REFERENCE BCSI-03 FIC-RE-5133-18 4 B3-I4 SHOP APPLIED REINFORCEMENT PER BGSI-B3 FIGURE5 B3-22 4 BG-23 15 ACCEPTABLE. • 'T' 4 'L' REINFORGIN6 MATERIAL SHALL MATCH THE 51ZE OF THE WEB/VERTIGAL MEMBER • 'L' 4 'T' REINFORCING TO BE A MINIMUM OF 90% OF THE LENGTH OF THE W®/VERTICAL MEMBER. • FASTEN 'L' OR 'T' REINFORGIN6 TO YB/VERTIGAL W/ 16d GUN NAILS (0.13N3 1/2") AT 6" O.G. b. GONTINUOU5 LATERAL BRAGING ALTERNATE: WHEN THREE (3) OR MORE 51MILARLY GONFIGURED ROOF TRUSSES AL16N, CONTINUOUS ROWS OF LATERAL BRAGIN6 MAY BE U5ED IN LIEU OF THE ABOVE -NOTED 'L' OR T' BRAGE5. • CONTINUOUS ROW5 OF LATERAL BRAGIN6 SHALL CONSIST OF MINIMUM 2x4. ROW5 SHALL 13E LAP 5PLIGED ONE TRU55 BEYOND IN EACH DIRECTION. SECURE BRACE TO EACH TRUSS GOMPRE55ION WEB w/ (2) 16d GUN NAILS (0.1310 1/2"). • CONTINUOUS LATERAL BRAGIN6 SHALL BE RESTRAINED BY DIA60NAL BRAGIN6 (MIN. 2" THICK NOMINAL LUMBER 4 MINIMUM 5PF 'STUD' 6RADE MATERIAL). TH15 BRACING 15 TO 13E CONTINUOUS. PROVIDE ONE RON OF DIA60NAL BRAGING AT VERTICAL WEB MEMBERS OF TRUSSES CLOSEST TO EACH GABLE END WALL 4 ADDITIONAL DIAGONAL5 AT 20'-0" A5 REQUIRED. DIAGONAL BRAGE NAILED TO OPP051TE PROVIDE (2) 16d NAILS o SIDE OF YEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIRECT -APPLIED PLYWOOD/0513 A ROOF 5HEATHIN6 COMPRESSION WEB (5LOPIN6 OR VERTICAL) CONTINUOUS LATERAL BRACE ALTERNATE o (3) OR MORE ADJACENT 51MILAR TRU55E5 (5EE INDIV. TR455 SHOP DRAWIN65 FOR LOGATION5) 2x 5TRON613AGK MAY BE INSTALLED FOR GON5TRUGTABIL.ITY TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REGIV FOR 5TRUGTURE) CONTIN. LATERAL BRAGIN6 TO LAP AGR055 MIN. (1) TRU55 BAY AS 5HOWN 2x 5TRON6BACK (NOT REQV FOR 5TRUGTURE) DIRECT -APPLIED PLYWD/05B DIREGT-APPLIED 616113 GEILING 5ECTION B-B ALMMre HMM wee 0) at MOM MLM MEM AM ORMW WEB MEMBER REQUIRIN6 BRAGIN6 AS INDICATED BY TRU55 MANUFACTURER 2x STRONGBAGK5 MAY BE INSTALLED FOR GON5TRUGTABILITY TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REQ'D FOR 5TRUGTUI;v �l• KOM W1:� rr ; • PERMANENT TRUSS BRAG I NIS DETAILS 4 NOTES SCALE: NM DIRECT At'PLIED GEILIN6 LETTERED DETAIL5 ARE TYPIGAL FOR NUMBERED DETAIL5 ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REOU I RED ALL APPL I GABLE AREAS. THE5E WHERE 5PEG I F I GALLY I ND I GATED DETAIL5 ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. DEC 21,202Q1,1111141 ,,,� • No 77824 ;w STATE OF • �F Z JLU W LU Z CM z w J z= F— U WF- to J H Z W O y W cc M&K project number: 068-2001 1 project mgr: J S B drawn by: MJT issue date: 1 2-15-20 REVISIONS: date: initial: J W 0 2 12 0 n. 0 sheet: 0 J d a 0 J L C� z x (L U) J U x z J PBSBml