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Home My WebLink About6834 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 @ 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 DOIJA OPER OPERATOR C.J. CONTROL JOINT OPNG OPENING 9- CENTER LINE OPT OPTIONAL CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD COL. COLUMN OZ OUNCE CONC, CONCRETE 1/R ONE ROD COND. CONDITION 1/S ONE SHELF CONT. CONTINUOUS CANT. CANTILEVER PC PRECAST CLG. CEILING PDS PULL -DOWN STAIR CM CROWN MOLDING PKT POCKET DOOR CR CHAIR RAIL PNL PANEL PLYWD PLYWOOD D DRYER PREFAB PREFABRICATED d PENNY PR PAIR DBL. DOUBLE PROJ PROJECTED DIA. DIAMETER PSI POUNDS PER SQUARE INCH DIR. DIRECTION PSF POUNDS PRE SQUARE FOOT DN DOWN P.T. PRESSURE TREATED DR DOOR DW DISH WASHER QUAD QUADRUPLE DWG DRAWING D.S. DOWNSPOUT REF REFRIGERATOR DTL DETAIL REINF REINFORCED REQ'D REQUIRED EACH PING RANGE ,EA. E.J. EXPANSION JOINT R.O. ROUGH OPENING ELEC. ELECTRICAL R RISER ELEV ELEVATION FIND ROUND EQ. EQUAL R&S ROD AND SHELF EQUIP. EQUIPMENT EXP EXPANSION Sc SOLID CORE EXT. EXTERIOR SCHEM SCHEMATIC EE EACH END SHLF SHELF SHT SHEET FD FLOOR DRAIN SHWR SHOWER FIN. FINISHED FLOOR SIM SIMILAR FND. FOUNDATION SH SINGLE HUNG FLR. FLOOR S.S. STAINLESS STEEL FP FIREPLACE STL STEEL FR FIRE RATED STRUCT STRUCTURAL FXD FIXED SUSP SUSPENSION FRM FRAME SGD SLIDING GLASS DOOR FTG FOOTING SQ SQUARE GA. GAUGE T TREAD GALV. GALVANIZED TB TOWEL BAR GC GENERAL CONTRACTOR T&G TONGUE AND GROOVE GEN GENERAL TEMP TEMPERED GYP. GYPSUM T.O. TOP OF GL GLUE LAM TR TOWEL ROD GLS GLASS TRPL TRIPLE TYP TYPICAL H HIGH HC HOLLOW CORE U.N.O. UNLESS NOTED OTHERWISE VERT VERTICAL HGT. HEIGHT V.L.I.F. VERIFY LOCATION IN FIELD HDR. HEADER HB HOSE BIBB W WASHER HORIZ. HORIZONTAL W/ WITH INSUL. INSULATION WC WATER CLOSET INT. INTERIOR WD WOOD WWM WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB vn a Ij I an TM companies MATAWAN, NJ 07' (732) 383-2200 ALMERAAS 47 ELEVATION "B" [RE - ESP 6834 SHELBY LYNN WAY ZEPHYRHILLS, FL 33542 LOT 070 TERMITE TREATMENT TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." RELEASE HISTORY AREA TABULATION: ELEVATION 1 ST FLR A/C TOTAL A/C ENTRY GARAGE LANAI TOTAL UR "B" 2127 SQ. FT. 2127 SQ. FT. 53 SQ. FT. 473 SQ. FT. 137 SQ. FT. 2790 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 CS-1 I COVERSHEET & BUILDING DATA CS.2 A1.1 A2.1 A2.2 A3.1 A5.1 A5.2 WP1 E1.1 P1.1 S-0.0 F-1.0 F-2.0 S-1.3 SD-1 SD-2 PBSB-1 GENERAL NOTES FIRST FLOOR PLAN FRONT & REAR ELEVATIONS SIDE ELEVATIONS ROOF PLAN BUILDING SECTIONS TYPICAL WALL SECTIONS WATERPROOFING DETAILS FIRST FLOOR ELECTRICAL PLAN SLAB PENETRATION PLAN STRUCTURAL NOTES SLAB PLAN BLOCK PLAN ROOF FRAMING PLAN FOUNDATION DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS ALL WITH 471(pq , ; t: sh4' ZING AND CIS PLAN �q rr EX'AIWINE'R DIEC 21 2020 $�1y191dddd��g��, G. No 77824 ® F STATE OF4 OR LU cl z LU O = 0 >ccQ0 W cl (nC)III >Lu QZ)WF_ _¢ cr Y 0 1- z 'dL-00U) zzzizz J Q 2 J w�==� _jU)00v —zL.(n H Q z ❑ N ccz$ O � 0 O w� w A cn z w �~ w N wA ICI a 0 U w a _O R U W cl) oa r wz aacaa COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 6120 RELEASED:12/10/20 SHEET cs I GENERAL CONSTRUCTION NOTES DWELLING -GARAGE SEPARATION: R308.4.3 GLAZING IN WINDOWS R311.7.8.2 CONTINUITY ROOF ASSEMBLIES: GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A R302.5 DWELLING -GARAGE OPENING AND PENETRATION PROTECTION SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER R903.2 FLASHING OPENINGS AND PENETRATIONS THROUGH THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR FLASHINGS SHALL BE USED TO SEAL ROOFING SYSTEMS, WHERE THE SYSTEM IS INTERRUPTED OR THE GARAGE SHALL BE IN ACCORDANCE WITH SECTIONS R302.5.1 THROUGH R302.5.3. 1. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE FEET, SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 11/2 TERMINATED AND SHALL BE INSTALLED IN A MANNER THAT PREVENTS MOISTURE FROM ENTERING THE 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. 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 S 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 VIM). 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 II. 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 GRASPAEL 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 DI TANCE 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 WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONT INUE TINUE FOR NOT LESS THAN 3/8 M1501.1 OUTDOOR DISCHARGE THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS INCH 10 MM TO A LEVEL THAT IS NOT LESS THAN 13/4 INCHES 45 MM BELOW THE TALLEST PORTION N ( ) ( ) O S O O OF IN ACCORDANCE WITH SECTION M1506.3. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE 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 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 SPECIFIED LENGTH GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF OPEN -SIDED WALKING SURFACES, 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 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 M1502.4.5.2 MANUFACTURER'S INSTRUCTIONS FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH REQUIRED GUARDS AT OPEN -SIDED WALKING SURFACES, INCLUDING STAIRS, PORCHES, BALCONIES OR 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 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 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND R310.1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT THAT ALLOW PASSAGE OF A SPHERE 4 INCHES (102 MM) IN DIAMETER. ATTENTION GENERAL CONTRACTOR / BUILDER: PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM ISSUANCE OF PLANS FROM THE ARCHITECT SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO 1.1.VERTICALLY AT THE CEILING AND FLOOR LEVELS. WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. WINDOW OPENING CONTROL DEVICES EXCEPTIONS: REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR 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 CEILINGS DROP O C NGS 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 GS 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 OF THE CONSTRUCTION THAT IS SATISFACTORY AS COMPLETED, OR NOTIFY THE PERMIT HOLDER OR HIS R302.11.1 FIREBLOCKING MATERIALS COMPLY WITH ASTM F2090. 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 R 2.4.2BACKER BOARD MATERIALS THE SPECIFIC APPLICATION. THE LANDING OR PLATFORM ON THAT PORTION OF THE STAIRWAY. GLASS M T GYPSUM BACKING PANEL (ASTM C1178) FLOOD ZONE REQUIREMENTS: R311.7.5 STAIR TREADS AND RISERS FIBER-REI VFORCED GYPSUM PANELS (ASTM C1278) PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. R302.12 DRAFTSTOPPING NONASBE TOS 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 NONASBE TOS 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 MANUFAC URER 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 FLA kSHING 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 APPROVE 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-ADH RED 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 (254 MM). THE TREAD DEPTH SHALL BE FENESTR TION 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 OF THE FOREMOST PROJECTION 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 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 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 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 1.1. 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 INCHES (279 MM). APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 R311.7.8 HANDRAILS ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS 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 DEC QZo 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 PROTECTION / `111111L I!, ®°= % DOOR IN A CLOSED POSITION. HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, AT THE HEAD AND SIDES. IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN �tN ti��S G. Frei � 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 PR PROFESSIONAL. w'�',� � �C:� �� oa 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. No EXCEPTIONS: EXCEPTIONS : 1.4. IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR ;' 77824 1. DECORATIVE GLAZING. 2. 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/AAMA/WDMA 400.&� 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR 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. 0 % STATE or! WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET 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. 'o. ... �10. " P ` D 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. _° ®a; 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. I__F__ 1 1111,11 1 lidkilt li r l!1111i 1l l lIll !i, -1I II cz ° c zd � O g �i H O O O MM-J W O U) w O O Z C cn w w w MENEM z U) w w a O U 07 W U) z O U E z a aa a a COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 6120 RELEASED:12/10/20 SHEET CS2 m 1 A5.1 O n 21'-4" 18'-8" 5'-411 1 61-011 81- 1 0" 611 8'-1 0" 611 .35 SH (53"x63" EGRESS) STUCCO WRAPPED BEAM @ 7'-8° HI/LO R&S STUCCO WRAPPED w OWNER'S _ LANAI 4x6 Posrs a op ^ SUITE _ _ OS WIC 8'-8" CLG. � Ua _ 8'-8" CLG cc MOISTURE RESISTANT 8 -8 CLG 02 o DRYWALL CLG. U m ^ h 13'-52„ 1 6 -61" 1 8„ 9,_4„ 8,_8„ W � cn 6068 SGD TEMP 35 SH *=iN Ln ' �I m _ CV :. XFER 5'-0" 2'-0" GRILL 2 Y 18'-12" ra; 2" T GREAT ' M DROPPED ROOM I SOFFIT @ 8' 0" 8 -8 CLG p RAWRK 28 .. v ..: (4)12" SH; -. - o'. N 5'-0211 T co - O.S TRY_ 36"x6o" ACRYLIC _ rIN c�? BAT cfl a ao CV SHWR PAN LO 8'-8" Zo � N rIN 36" HT. FLAT � 3-SIDED CLG > g ° COUNTERTOP N ACRYLIC 2' I4„ 2,_ 2,� 17'-4" .. SURROUND .. r N 7150M 60 0 coL cn N "2X4 LOW = s o 1 - WALL to 3'-2" 5'-1" 2' 0" .;' T-112 �� M CV E101� m DINING 0 ` °C z_ "t _ _ R&S _ _ " _ WC c�I �� II AREA - o0 ;.:21 "' in 8'-8" CLG o cr nCb�� OII T I T V w 3�_2�� V��_1 �� 5'-112,� 3�_52�� 1,-8„ 4'-51 2,-0„ 10,_102,, cn = : .. KITCHEN rcri ....... . ..:.. :. :, ;. `� M 8'-8" CLG - REF — OPT. N �� 10 -3 y — �� 9 -6 AT ER SINE REF. —{ I =iN 6'�-01 2 �� 2�s8 214 10'-6�" 2 _ cn �� ILA- N CL LO W IN CC ico \j `- BEDROOM 2 CLG WC UB PE *-IN m - rn w cn - O 8'-8" L — _ _ J 0 COMM_LA o x n +=1N SPECS 3-SIDED N r M "' HALL ACRYLIC BEDROOM 3 —' ti�6� BATH SURROUND 8'-8" CLG o r 8'-8" CLG Y". _IN m T _ - BRK: ` XFER � : .. .., .. .:. .r.M LNDY ti�� GRILRL - HOVHALL GRILL ul HALL [m pl AHU ON STAND lot 8'-8" CLG cc 8'-8"CLG DRYER VENT > 1 w o- O -I 30" AFF �o� RAG ti� OCATION m 2�6'8 cn � ILc�n L :IN LO EXT STE PLUS N o L I WASHER r=N r — — -I M CL zo BEDROOM w Box (— 6 1�� 1�� ri 72 4 -102 ; �€' �o '-11 " �� 2, #�� 1 8'-8° CLG + IN c)V\ r� T x 11 co — J _ —� T r O 10'- 61 '— 21\-4" 2 N WH ADD 7/16" OSB TO 2868 SC W/ MECH. CLOSET FOR SELF CLOSER N = '-(D 12'-102" FIRE DRAFT STOP 21011 BOLLARD PER I� �22"x54.5"�'� CONCRETE M COMMUNITY �ATTI( CURB BRK �� BRK �%ACCESS � . . w; :. y...�,:..;�,_ 3-SIDED 1/2" WALL BOARD ON XFER EXT STE ACRYLIC GARAGE SIDE. 28� GRILL 28s PLUS BATH SURROUND PROVIDE INSULATION _ r FOYER m d' m 8 rrj 34"x60" AS REQUIRED 8'-8" CLG 3'-112 LAV in ACRYLIC $,_ 1„ SHOWER PAN 19'-9" - e - 2 CAR GARAGE 00° co 0° N N 8'-8" CLG �s �"K 1/2 CEILING BOARD 11C/ET SHELVING ABOVE ol 4'-4" '-0' 3'-9" BAR 8'-11 " OPT. 24" U/C REF. I` o i cV i I EXT STE PLUS ENTRY LIVING ROOM 8'-8" CLG 8'-8" CLG m 19'-4" FLAT SOFFIT 12'-8° _ _ @ 71_4„ � � O N 16070 GARAGE DOOR *25 SH 2'-4" I 16'-0" 2'-4" 8'-8" (37"x63" EGRESS) 5'-4" 20'-8" 6-411 14'-0" 40'-0" FIRST FLOOR PLAN LEGEND SYMBOLS A BUILDING/WALL SECTION stir MARKER OINTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE ELEVATION STEP BRKX FLOORING BREAK WALL TYPES - 2x WOOD/STEEL FRAMED PARTITION 0 INTERIOR PARTITION w/ INSULATION CMU WALL CMU WALL w/ FURRING & INSULATION NOTE: INTERIOR WALLS ARE DRAWN TYPICAL DOOR PLACEMENT DIAGRAMS ODOORS LOCATED WITHIN A LENGTH OF WALL ARE TO BE CENTERED UNLESS DIMENSIONED OR NOTED OTHERWISE. DOORS LOCATED ADJACENT TO WALL B INTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. NOTE: TYP. WINDOW HEAD HGT. AT 8'-0" U.N.O. D21 rc7c) ,0,tit 1111 i ppi=>�, G, FR/r ♦ •% No 77824 S tTE OF O c� Z � �J Q O O �Z Q 0 0 0 Z 0 � a 0 O r�! v w ILmi ,A a U) ice* w a _O rL U In W n z Z O aaaaa �Z COMMUNITY; LINKS @ CALUSA SPRINGS PLAN # 6120 RELEASED:12/10/20 SHEET Al.l SCALE: 1 /4"=V-0" F r 0 12 5 35 SH REAR ELEVATION SCALE: 1/4"=1'-0" STUCCO ROOF SHINGLES PER COMMUNITY 5:12 SPECS. (TYP.) 0 12 6068 SGD *35 SH TEMP 5 _T.O. MASONRY T.O. WINDOW FIN. 1 ST FLOOR GRADE BLDG. HEIGHT 5:12 12 0 5 4" WIDE STUCCO 3 ROOF SHINGLES PER BAND (+1) _ COMMUNITY SPECS. 6" FASCIA (TYP.) (TYP.) 4" WIDE STUCCO - BAND (+1) 6" WIDE STUCCO - 6" FASCIA (TYP.) BAND (+1) �ul FRONT ELEVATION SCALE: 1 /4"=1'-0" FOAM LOUVER DETAIL SCALE:1/2"=1'-0" +1 4"—/ STUCCO BAND GARAGE DOOR GARAGE DOOR DETAIL G SCALE:1/2"=1' 0" 4" STUCCO BAND 18" FOAM PANEL SHUTTER WINDOW � +1 4" STUCCO BAND a + 1WINDOW DETAIL SCALE:1/2"=1'-0" PAINT AND FINISH SCHEDULE I 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 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) DEC 21 -o2o +►��S ......... F NO 77824 ®» 0 % STATE OF QN ^I � Q O 0 �Q Q O O O Z O I� 0 0 ail w O w a c w w w W i'L cjj U) z w 0 _0 r_y 1.� VI W 0 z Z 0� N IzZ G aaaaa COMMUNITY; LINKS @ CALUSA SPRINGS PLAN # 6120 RELEASED:12/10/20 SHEET' A291 1 r•i•ti�--- T-Ti i RIGHT ELEVATION SCALE: 1 /4"=1'-0" 12 5 12 5 5:12 0 *25 SH *25 SH ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) 5:12 0 ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) 12 5 12 5 FIN. 1 ST FLOOR PANT AND FINISH SCHEDULE I KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY TEXTURE BODY COLOR FINISH SAND TRIM COLOR FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO 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) LEFT ELEVATION DEC 2 1 2020 SCALE:1/4"=1'-0° `� y CENS;;�JiC'�, • NO 77824 ° e* �33 ' STArr TE OF '4 0 � 9 �r .� C a' O c� Q 0 0 z 0 0 00-i CL to w w wi w W 10� w cn � Q U) w CL _O lz c W z Z 08 usG �Z aaaaa COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 6120 RELEASED:12/10/20 SHEET A292 I;: Y 1&. 4 ROOF ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 2737 SQ. FT. 1314 SQ. IN. UPPER VENT 40% NET VENT MIN. 526 SQ. IN. UPPER VENT 50% NET VENT MAX. 657 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 762 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SQ. IN. / LF. 116 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"=V-0" +,0�"I G. •",,,w ��l�` Sir.. `�� No 77824 S TAT F A O 0 O a a � w � w a � a� w a 0 r l U) w 0 z Z OQ �Z aaaaa COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 6120 RELEASED:12/10/20 SHEET A3 91 INSULATION PER E� T.O.MASONRY T.O. WINDOW FIN. FLR. FOOTING FOUNDATION PLAN BUILDING SECTION SCALE: 1 /4"=1'-0" R� BUILDING SECTION SCALE: 1 /4"=1'-0" ).MASONRY 7IN. FLR_ go DEC 21 "NO ��'►��5 Gm°FAiL 4. No 77824 �e STATE OF ° 0 .y ,p ON ¢ o a O O O z O O O � u O w CL U) w z w w A Im w (L 0 RY U) w G �w Z O le 4 mZ aaaaa COMMUNITY; LINKS @ CALUSA SPRINGS PLAN # 6120 RELEASED:12/10/20 SHEET AS. I INSULATION AS PER SPECS. 1/2" (MIN.) CLG. BD. PRE-ENGINEERED GABLE END ROOF TRUSS - REFER TO STRUCTURALS 7/8 STUCCO OVER LATH W/ 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. MID -WALL WEEP SCREED/ EXPANSION JOINT 2X ALUM WRAPPED FASCIA BD. w/ALUM DRIP EDGE SOFFIT AS PER SPECS. MASONRY LINTEL, SEE STRUCTURALS TYP. GABLE END DETAIL SCALE: 1/2" = V-0" ROOF SHINGLES OVER ROOF SHINGLES OVER 15# ROOFING FELT 15# ROOFING FELT OR OR CONCRETE TILE W/ SELF ADHERED CONCRETE TILE W/ SELF ADHERED MEMBRANE UNDERLAYMENT MEMBRANE UNDERLAYMENT 60 MIL. OR EQUAL 60 MIL. OR EQUAL 12 12 SEE ROOF PLAN PRE-ENGINEERED ROOF SEE 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. TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END HURRICANE STRAP EACH END OF TRUSS - REFER TO OF TRUSS - REFER TO STRUCTURAL. STRUCTURAL. OIL TOP OF C.M.U. OIL TOP OF C.M.U. (REFER TO ELEV.) (REFER TO ELEV.) INSULATION PER --) I I I COMMUNITY SPEC. SEE SEE 2x6 ALUM WRAPPED FASCIA SEE ENERGY CALCS. ELEV. 2x6 ALUM WRAPPED FASCIA ELEV. BD. WALUM DRIP EDGE. BD. WALUM DRIP EDGE. 1/2" (MIN.) SOFFIT PER SPECS 1/2" (MIN.) CLG. BD. SOFFIT PER SPECS CLG. BD. 1x PT DRAPE BLKG 5" TYPE 'X' GYP. BD.\—SEESTRUCTURAL (8 ABOVE WINDOWS 1/2" SEE STRUCTURAL TO BE PROVIDED PLAN G.W.B. PLAN WHEN LIVING SPACE IS ABOVE GARAGE) WINDOW PER PLAN 8" CMU BLOCK W/ CEMENTITIOUS FINISH (BEYOND) SOLID SURFACE CAULKED @ WINDOW 1/2" GYP. BD. OVER RADIANT BARRIER INSULATION (R-4.1) PRECAST WIN. SILL ATTACHED TO 1 x2 PT. FURRING @ 24" O.C. SLOPE GRADE AWAY EXPANSION JOINT BASE BOARD FROM HOUSE GARAGE SLA"APER DRIVEWAY PER COMMUNITY SEE STRUCSPECS �, 0'-0" PLANSr, 0'-0" FIN. FL. E FIN. FL. FOUNDATION FOUNDATION PER STRUCTURAL DRAWINGS STRUCTURAL DRAWINGS TYP. 1-STORY WALL @ WINDOW SCALE: 1/2" = V-0" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS PROVIDE 2X4 FRAMED ENCLOSURE FOR ELECTRICAL PANEL, FINISH W/ '"GYPSUM BOARD ELECTRIC METER LOCATION - SEE PLANS. VERIFY INSTALLATION IN FIELD STUCCO FINISH EXTERIOR- CMU BLOCK WALL NOTE: ELECTRICAL PANEL IS TO BE INSTALLED ACCORDING TO ALL APPLICABLE LOCAL, STATE AND NATIONAL CODES. VERIFY PANEL DIMENSIONS PRIOR TO CONSTRUCTION. GRADE GYPSUM BOARD z g -__ 3 _1/2" a. w GARAGE a N M ELECTRICAL PANEL N i <O co CONCRETE `\l CURB REFER TO PLANS GYPSUM BOARD "' GYPSUM — BOARD NICHE FOR - ELECTRICAL PANEL & WIRING ELECTRICAL - PANEL EXTERIOR CMU BLOCK WALL CONCRETE CURB REFER TO PLANS CONCRETES SLAB ON GRADE AT GARAGE FLOOR WALL SECTION @ GARAGE DOOR SCALE: 1/2" = V-0" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS T.O. M z g a cc w a N co CV i to ' N 4 V-6" 71 1 �11 7yol T, —IYT' 1 1, 0�1, 1 7 �_ll ELECTRICAL PANEL NICHE AT CMU BLOCK WALL 1-STORY - MASONRY WALL { 2020 ®hill -floc, p q : F No 77824 T d w � STATE OF . C coc O H 0 U) Z m 0 0 ~ 0 u w cn I U w cn U r.r IL w O E U) LLI z Z O U Z aaaaa COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 6120 RELEASED:12/10/20 SHEET' A5•2 "L" FLASHING SCALE: N.T.S. z Itu - 00 g� / cc T FASCIA WRAP 'HOOD SHEATHING i0 MIN. GRADE D PAPER BACKED .ATH OVER BARRICADE PLUS WRB OR APPROVED EQUAL) " THICK, 3 COAT CEMENT PLASTER AETAL LATH .AP WRB & TAPE OVER ROOF/WALL )CREED ;X5 "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF )ECK, NOT WALL SHEATHING) �E AND WATER SHIELD 5" VERTICAL AND 15" DOWN ROOF ;AP SHINGLE - DO NOT NAIL, VSTALL WITH ROOF CEMENT IOOF CEMENT ►HINGLE 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 F 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 WRB APPROX. 1-1/2" ABOVE SHINGLES ROOF/WALL SCREED 5X5 WALL FLASHING KICK -OUT FLASHING (SEE DTL. BELOW) FELT UNDERLAYMENT SHINGLE ROOFING DRIP EDGE: OVERLAP 3", EXTEND BELOW SHEATHING, MECH. FASTEN 4" O.C. MAX. KICKOUT DETAIL SCALE: N.T.S. STEP 1 FOLE FOLD INWARD @ PT. A STFP q FOLD @ 770 FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C .qTFP 9 FOLD @ 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 O FOLD INWARD @ PT. A CREASE @ PT. B .qTFP A WATERTIGHT SEAL. FOLD. DO NOT CUT. BOTTOM FLANGE�C FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C FOLD PT. C OVER PT. B TILL PT. C TOUCHES BOTTOM FLANGE ,,1dlIIIf►/00�� o�Gs,.C'.m.F��i,'�`. • No 77824 o p ® 6 STATE 0 O ~ o 0 0 mi Im 0 w 0 A 1* 0 Z 0—i �••r � O� w w w a a U) w � IL o_ R lz W U� z� 08 � WEZ aaaaa COMMUNITY; LINKS @ CALUSA SPRINGS PLAN # 6120 RELEASED:12/10/20 SHEET GYP i A/C DISCONNECT / GFWVP SUITE u5 VVIL; ADD WP ADD BLOCKING BLOCKING P I � DATA 0 ADD BLOCKING I / I I I sD GREAT ROOM DATA © ETV ADD ° GFI GFI BLOCKING O.S IPTAY----- M WP BATH ° \ 3-BULB LL GFI GFI L _ GFI i L GFI ADD ( ° a BLOCKING RANGE 220V ° GFI DINING MICR WAVE UNDER SINK AREA CL GFI SWITCH FOR — DISPOSAL \ GFI 20 AMP DED. OUTLET GFI KITCHEN GFI ADD L BLOCKING REF. GFI GFI � — — � CL ADD BEDROOM 2 Q BLOCKING CaF J -BULB sD ALL BEDROOM 3 / \ BATH 0 LNDY 0 HOV LL HA L 1 V GFI ©F_ y ISCONNECT LL _ J _ EXT STE PLUS L NL BEDROOM 12 V � j i;'I I M I \3 ADD LLGFI — — BLOCKING WH WH 42" A.F.F. 42" A.FIF. (SD) O DISCONNECT — EYLESS-_ LIGHT FIX. EXT STELA PLUS BATH FOYER 3-BULB VP \3 3 M ® G REF 2 CAR GARAGEa B FOR GFI eV CHIMES ❑ I GFI �J _L— = -WET 44" ELECTRICAL ELECTRICAL Z PRE -WIRE FOR BAR A.F.F. METER (V.I.F.) M PANEL ON GARAGE DOOR _ [—2X4WALL — — — — —OPENER — — — — — fM GFI \ i r> ADD _ WP/ GFI WP BLOCKING IRRIGATION Or DATA (TIMER o N EXT STE PLUS \ ENTRY LIVING ROOM I PVC ------ = ICK _ -- �TI I FIRST FLOOR ELECTRIC PLAN SCALE: 1 /4"=V-0" r 2" PVC CONDUIT 2-2/0 COPPER OR COPPER OR 2-4/0 ALUMINUM 1504MP 42 METER 1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT #4 COPPER OR ALUM. I BREAKER 1 /2" PVC CONCRETE ENCASED GROUNDED ELECTRODE �II�i iii -1 I_f__III=1 ELECTRICAL RISER DIAGRAM NOT TO SCALE ELECTRICAL KEY k� DUPLEX CONVENIENCE OUTLET �� WEATHERPROOF DUPLEX OUTLET Fl GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET WALL SWITCH 3 THREE-WAY SWITCH t, FOUR-WAY SWITCH KEYLESS LIGHT FIXTURE CEILING MOUNTED LED LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE Owr VAPOR PROOF LIGHT FIXTURE �vc LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE EXHAUST FAN vll EXHAUST FAN/LIGHT COMBINATION cN CHIMES (OPTIONAL) 0 PUSHBUTTON SWITCH (OPTIONAL) O COMBINATION SMOKE / CO2 DETECTOR so SMOKE DETECTOR < TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) IV ELECTRIC METER = ELECTRIC PANEL DISCONNECT SWITCH JUNCTION BOX 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 N Q o Q 0 0 0 0 N 0 a Oa O O � mj CL LL U w M to `� u U) 0110 LLMw w w CL _o U) W G z Z O Q � Wz o aaaaa COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 6120 RELEASED:12/10/20 SHEET E '� . 0 SLAB PENETRATION PLAN SCALE: 1 /4"=1'-0" cz-� a' M O Q � Z Im 0 z 0 0 0 a. c w w w Z NONE" .. iJ.i U a w a� 0 R U U) W 0 04 � to saaaaa miz COMMUNITY; LINKS @ CALUSA SPRINGS PLAN # 6120 RELEASED:12/10/20 SHEET P1.1 MA50NR'' LINTEL A55EMBL I ES 5EE 5GHEOULE AND 5PEGIFIGATION5 FOR ADD'L INFO 1L Ji �- MIN. (U COURSE/BOND I L.9 MIN. (1) COJRSEA30NO ' ' BEAM ABOVE LINTEL I I BEAM ABOVE LINTEL GROUT BOTTOM REIN. I Q. I PRECA5T LINTEL W I Q. I PRECAST LINTEL W _ , __ Eh113EDDED REIN. EMBEDDED REIN. MB-1 MB-2 rr--T, i '+L-- TOP COURSE, IF TOP COURSE, IF I L of I ro' I LOJ I I I REQb PER ARCM. I I REQb PER ARCH. �----� I TOP REIN. OR GONT. CONT. BOND BEAMBOND BEAM REINF. REINF. AS REab6ROUT GROUT BOTTOM REIN. BOTTOM REIN. a. PRECA5T LINTEL W Id PRECAST LINTEL W EMBEDDED REIN. -t--�i` EMBEDDED REIN. MB-3 N MB-4 MASONRY LINTEL DETAILS REINFORCEMENT MARK DE5I6NATION TOP BOTTOM SHEAR REINFORCEMENT MB-1 8F&-OBIOT ----- ----- MB-2 8F8-I15/0T ----- (I) #5 MB-3 8F16-IB/IT (I) #5 (1) #5 M13-4 5RF14-16 ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S GONGRETE. NOTES: I. ALL LINTELS W 5PAN5 GREATER THAN 14'-O" 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 LINTELS. 5. ALL REINFORCEMENT SHALL BE GRADE 60, fy=60 k9I 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOGATED DIRECTLY ABOVE THE OPENING BELOW 5HEET LIST INDEX SHEET OE5GRIPTION SHEET TITLE 5-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.3 ROOF FRAMING PLAN 50-1 FOUNDATION DETAILS 50-2 STRUCTURAL DETAILS PBSB-I STRUCTURAL DETAILS GENERAL STRUCTURAL NOTES FOUNDATION • OE516N 15 BASED ON 7th EDITION (2020) FLORIDA BUILDING CODE. • FOOTING DESIGN - THESE 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 MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALLS TO SLAB WITH /4" DIA. x 23/4" LONG TAPGON5 ® 32" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORRO51ON-RESI5TANGE COMPATIBILITY OF HARDWARE � FASTENERS IN GONTAGT w/ PRESERVATIVE -TREATED WOOD. GONTAGT LUMBER $ HARDWARE SUPPLIERS TO GOORD. • CONCRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE STRENGTHS IN 28 DAY5, U.N.O.: f'c = 2,500 psi:....... FOOTINGS 2,500 psi:....... 5LAB5 ON GRADE (INTERIOR $ EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTINGS AND SLABS ON GRADE SHALL BEAR ON VIRGIN SOIL OR q5% COMPACTED FILL. • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOK5 SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. • GROUT SHALL BE ASTM G416 F'c=3000 P51 w/ MAX 3/e" AGGREGATE • CONCRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE STRENGTH OF Ig00 PSI (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON AGI 530/530.1 •ElREINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 50" LAP 5PLIGE WITH FOOTING DOWEL. • GROUT SOLID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" GONT. FULL LENGTH OF WALL w/ (1) #5 BAR GONT. (TYP. ® EXT. PERIMETER) • PROVIDE (1) #5 BAR GROUTED SOLID ON EACH 51DE OF ALL MASONRY OPENINGS AND AT ALL WALL GORNER5. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MASONRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR WALLS. (AS SHOWN ON PLANS) • ROUGH OPENINGS ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE GORNER5 OF SLAB EDGES, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. EXACT LOCATIONS PER BUILDER. • SAW GUT OR TOOLED JOINT DEPTH SHALL BE /4 OF THE DEPTH OF THE SLAB (I" FOR A 4" SLAB) • JOINTS SHALL BE LOCATED ® 12'-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN 5HALL BE AS GL05E TO SQUARES A5 POSSIBLE (1:1 RATIO), KITH A MAXIMUM OF 1:1.5 RATIO CONNECTION 5PECFICATION5 (TYP. U.N.O.) DESCRIPTION OF BLDG. ELEMENT 3"xO.131" NAILS 3"xO.120" NAILS J015T TO 50LE PLATE (3) TOENAILS (5) TOENAILS* 50LE PLATE TO JOI5T/BLK'6. (3) NAILS 0 4" o.c. (3) NAILS o 4" o.c. STUD TO 50LE PLATE 2 TOENAIL5 (3) TOENAIL5• TOP OR SOLE PLATE TO STUD t2 NAILS 3 NAILS RIM TO TOP PLATE TOENAILS 0 8" o.c. TOENAILS o 6" o.0 BLK'G. BTWN. JOISTS TO TOP PL. (3) TOENAILS (3) TOENAIL5• DOUBLE STUD NAILS ® 24" o.c. NAILS ® 16" o.c. DOUBLE TOP PLATE NAILS 0 24" o.c. NAILS ® lb" o.c. DOUBLE TOP PLATE LAP SPLICE q NAIL5 IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP 0 CORNERS $ INTER5EGTIN6 WALLS (2) NAILS (2) NAILS • 2Y2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"xO.120", SAME SPACING OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE • ARE SHOWN) TH15 MODEL HAS BEEN DES16NED IN AGGORDANGE WITH THE 7th EDITION (2020) FLORIDA BU j LD I N6 GODE (5EGT1 ON 160q) LATERAL DE516N REQUIREMENTS FOR THE FOLLOWI N6 WIND SPEED � EXP05URE ONLY: 40 MPH - EXP. B WIND I MPORTANGE FAGTOR = 1.0 NTERNAL PRESSURE GOEFF G I ENT = ENGLOSED, +/- 0.1 b ANY WIND 5PEED%EXPOSURE NOT LISTED HERE REQUIRES FORMAL EVALUATION � APPROVAL FROM M+K STRUCTURAL EN61 NEERI N6. EXTERIOR $ SHEAR WALL SHEATH I NG SPEC I r-I CAT I ON5 INDICATES LOCATION AND EXTENT OF 5HEARNALL WHICH REQUIRES SHEATHING AND/ OR FASTENING SPEGIFIGATION5 BEYOND THAT OF 5TNORD GON5TRUGTION SYMBOL SHEAR PANEL 5PEG. 15/32" PLYWOOD OR 05B FASTENED w/ PI 212"x0.131" NAIL5 @ 6" o.G. ALONG PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. 15/32" PLYWOOD OR 05E3 FASTENED W P3 2Y2"xO.131 " NAILS @ 3" O.G. ALONG PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. STANDARD EXTERIOR WALL SHEATHING REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALLS w/ 15/32" PLYWOOD OR 055 FASTENED w/ "xO.131" NAILS @ 6" O.G. AT ALL PANEL EDGE5 AND ® 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL EDGES SHALL OGGUR OVER FRAMING OR 2X BLOGKIW7 SHALL BE PROVIDED TO SUPPORT PANEL EDGE AND FASTENING 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING @ I6"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER w/ 3Y2"xO.131" NAILS @ I6"o.c. USE (5) 3/2"x0.131" NAILS @ EA. LAP SPLICE. (TYP. U.N.O.) 4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARWALL5 AND EXTERIOR NALL5 ARE GONTINUOU5 SHEATHED ABOVE AND BELOW OPENINGS. 5. SEE ARCHITECTURAL DRAWINGS FOR ADO'L WALL GON5TRUGTION REQUIREMENTS. 6. ALL EXTERIOR WALLS ARE CONSIDERED 5HEARNALL5. 1. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. 8. A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENINGS ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LONG AS THEY ARE FRAMED OUT TO PROVIDE THE SHEATHING EDGE NAILING REQUIRED AND OCCUR 16" MINIMUM FROM THE EN05 OF THE 5HEARWALL. q. ALL SHEATHING PANELS TO MEET U.5. PRODUGT STANDARD P51 OR P52, OR APA PRP-108 WITH 33f(, SPAN RATING (MAX.) 10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE ARCHITECTURAL PLANS, THE SHEATHING USED IN THE -FIRE RATED ASSEMBLIES SHALL BE NOMINAL a" THICK, APA RATED 5HEATHING ih EXPOSURE 105B OR PLYWOOD PEI ACCORDANCE WITH THE UL DE516N5 5PEGIFIED. Window � Door A loveable Wind Pre55ure5 140 MPH Wind Zone Ex o5ure B OPENING 51ZE INTERIOR ZONES END ZONES 8' Garage Door +15.5 P5F/-20.q P5F +15.5 P5F/-20.q P5F 16 Garage Door +11.1 P5F/-Iq.1 P5F +11.1 P5F/-Iq.1 P5F 10 SOFT. +21.2 P5F/-22.q P5F +21.4 P5F/-28.3 P5F 20 SOFT. +20.2 P5F/-22.0 P5F +20.2 PSF/-26.4 P5F 50 SOFT. +Ic1.0 P5F/-20.8 P5F +Iq.O PSF/-23.q P5F 100 SOFT. +18.0 PSF/-Iq.B P5F +18.0 P5F/-22.0 P5F 500 SOFT. +15.5 PSF/-11.6 P5F +15.8 PSF/-11.6 P5F mEnd 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 1-I6 section 2.4.1 from ultimate pressures. Divide allowable pressures above by a factor of 0.6 to obtain ultimate pressures. ROOF FRAM I N6 • 5EE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS CONNECTORS. • ROOF SHEATHING SHALL BE 1116" MIN. 05B/PLYWOOD SHEATHING 24/1( EXP05URE I. FASTEN SHEATHING TO ROOF MEMBERS w/ 2 %` 0.113" RING SHANK NAILS (R5R5-01' OR EQUIV) a (6" O.G. AT PANEL E06E5 4 ® 6" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END $ DRAG TRUS5E5 w/ RING SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOCKING ALONG PANEL EDGES AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGES. • ROOF SHEATHING FOR MAIN ROOF TRU55ES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMING. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR CLIPS 0 24" O.G. • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRUSSES PER WTGA $ TPI'5 BG51 I GUIDE TO GOOD PRAGTIGE FOR HANDLING, INSTALLING $ BRACING OF METAL PLATE CONNECTED WOOD TRU55E5." • ROOF TRU55 SHOP ON65. SHALL BE SUBMITTED TO ARCH 4 ENG. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"xO.131" NAILS 0 16" O.G. UPL I fT CONNECTORS BEARING CONDITION TRU55 CONNECTOR LENGTH < 15' S1 MPSON H2.5T SINGLE ROOF TRUSS BEARING ON > 15' 51MP50N HIOA WOOD STUD WALLNOOD BEAM ROOF GIRDER TRU55 BEARING ON WOOD STUD NALL/WOOD BEAM ALL 51MP50N HT520 SINGLE ROOF TRUSS OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL ROOF G.T., FLUSH BEAM OR ALL (2) 51MP50N HETAI6 FLUSH G.T. BRG. ON GMU WALL ALL BEARING POINTS OF EACH ROOF TRUSS SHALL BE CONNECTED WITH GONNEGTOR AS LISTED ABOVE. IT IS THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DESIGN THE UPLIFT CONNECTORS PER 5EGTION 2.2 OF AN51/TPI-2014 "NATIONAL DESIGN STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION". M:1:K HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWING SHALL SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR SPECIFICATIONS AND LOADS SHOWN ON THE SHOP CARDS. LEGEND • ® INTERIOR BEARING WALL • - - - BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL • I: • : : ::::: I EXTENT OF OVERFRAMING 0..e" - -- --INDICATE5 I/8"xl" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE SOLID BLOCKING UNDER P05T OR JAMB ABOVE. GENERAL STRUCTURAL NOTES • DESIGN 15 BASED ON 7th EDITION (2020) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON NOS, "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DESIGN LOA05: ROOF LIVE = 20 PSF DEAD = -I PSF T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INCLUDING STAIRS i DECKS) = 30 P5F ® SLEEPING AREAS = 50 P5F @ GARAGE 200 # POINT LOAD @ 6UARD5/HANORAIL5 = 50 P5F ® GUARD IN -FILL COMPONENTS DEAD = 10 P5F (20 P5F TOTAL @ TILE) WIND ULTIMATE WIND SPEED 4 EXPOSURE AS L15TED R15K GATEGORY 11 6ENERAL FRAM I N6 • EXTERIOR WOOD STUD BEARING HALLS SHALL BE 2x 5PF#2 OR 5YP#2 a 16' O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARING WALLS SHALL BE 2x 5PF OR 5YP 'STUD' GRADE LUMBER a 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE GON5TR1UGTEO WITH 2x 'STUD' GRADE MEMBERS SPACED 0 16" O.G. (MAX.). • ALL NON -BEARING INTERIOR STUD WALLS SHALL BE GON5TRUGTEO WITH 2x 'STUD' GRADE MEMBERS SPACED 0 24" O.G. (MAX.). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD $ (1)2x KING STUD, MINIMUM. - THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK STUDS REQUIRED, U.N.O.. ALL HEADERS, BEAMS $ OTHER STRUCTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS 4 HEADERS W/ 5-RON5 OF 5'W.131" NAILS @ 12" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES 3-PLY OR MORE CONDITIONS. UTILIZE 2 RON5 OF NAILS FOR 2x6 2x8 MEMBERS. • FACE NAIL BUILT UP 2x POSTS W/ 3"xO.131" NAILS ® 16" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES 0 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALLS w/ 1/16" 05B FASTENED w/ 2Y2"xO.131" NAILS @ 6" O.G. @ E06E5 4 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOCKING AT ALL UNSUPPORTED PANEL E06E5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE 50LID BLOCKING IN FLOOR SYSTEM UNDER ALL POSTS CONTINUOUS TO FOUNDATION/BEARING. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10A6 psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10A0 psi • FOR 2 $ 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OF 3"0.131" NAILS ® 8" O/C OR 2 RON5Y4"x3Y2" 51MP50N SOS 5GREW5 (OR 3Y2" TRU55LOK 5GREN5) ® 16" 0/6. USE A MINIMUM OF 3 RON5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP $ BOTTOM NAIL5/5GREN5 2" FROM EDGE. SOLID 3 Y2" OR 5 /4" BEAMS ARE ACCEPTABLE. USE 2 RON5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 RON5 OF /4"x6" 51MP50N 505 5GREW5 (OR (9 3/4" TRU55LOK 5GREW5) ® 16" OIG. USE A MINIMUM OF 4 ROWS FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES (ONE 51DE ONLY FOR TRU55LOK 5GREN5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. A SOLID T" BEAM 15 ACCEPTABLE. • ALL INTERIOR NALL STUDS IN CONTACT w/ GMU WALLS SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LONG TAPGON5 a 24" O.G. FLOOR FRAMIN6 • I-J015T5/TRU55E5 SHALL BE DE5I67NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HANGERS SHALL BE 5PEGIFIED BY I -JOIST /TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • I-JO15T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. $ ENG. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • FLOOR 5HEATHING 5HALL BE 23/32" CONFORMING TO P52-04, 24" O.G., EXPOSURE I, TONGUE AND GROOVE EDGES, FASTEN SHEATHING TO FRAMING MEMBERS W/ GLUE AND 3"xO.131" NAILS 6" O.G. AT PANEL EDGES $ 12" O.G. AT INTERMEDIATE SUPPORTS. TYPICAL STAIR GON5TRUGTION NOTES • (3) SINGLE PLY 2x12 STRINGERS FASTENED TO HEADER AT TOP OR LANDING, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM w/ (1) 51MP50N A35 CLIP AT EACH STRINGER. • FASTEN 2x6 P.T. PLATE TO GONGRETE SLAB w/ (3) %," DIA. x 3 Y2" LONG TAPGON5. • FASTEN END STRINGERS TO ADJACENT WALLS w/ (2) 3"x0.131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE %" FLOOR DECKING ON R15ER5 AND I" FLOOR DECKING ON TREADS. • SEE STAIR FRAMING SECTION FOR MORE INFO. seal: DES ®�6,�t�9111fPf��, G • No 77824 .moo r a9 �TtT c F C,;g gti -.M LH,ERN &MLIJ 9 D:Si UEtural Engineering Int. . a. �1z JLU w w z CD Z w CL J ` Eu z= a� W~ �Cb coo' Jz NJ _2o j2 y 2 M LY _ N li.• CD M M M&K project number; 068-2001 1 project mgr: ,J,SB drawn by: MJT issue date: 12-16-20 REVISIONS, date: initial: d 0 a o � 0 W � z 0 � ~ LU U O.. J J sheet: SM0.0 z 0 N N 2 5D- 5 5D-I I Y2.. 5 I r I 11003 To '-211I 11'-10" I I S.G.D. REGE55 PER MANUFAGTURER5 INSTRUGTION I • ( I I I I i I � � I i � I ! I I I I i 3 I I I I I• NOTE: REFER TO BLOCK I I PLAN FOR ALL DOWEL LOCATION DIMENSIONS. I I I I I I • I I i I I • r I I I I I I I I I I I I I I I I• I 20'-0" 20I-0" I I I • ------3Y2ll STEP------- REM 4 4 5D-) 5D-I I I I I I I n • 6ARA6E SLAB: 3 y2 STEP 1 0 i • I (1�)uu t-tli MIN.) wi E2xc9—w1.4xw1.4 MESH OR FIBER MESH OVER 6 MIL. POLY ON a5% GOMPAGTED FILL OR VIRGIN SOIL, I I I � I I i I I I � 01 21'-4" HVAG 2 UNIT 5D-I I I I i • I I I I I . I I • I I I 70 rn N ' I � I• 5 • I 1 SD -I 3 2 5D-I 5D-I 5D-I 20'-8" 5'-4" 14'-0' 40'- " Imo' WIDE GONG. TURNDOWN EXTENDED MIN. 12" BELOW GRADE 5>LAB PLAN SCALE: I/4"= I'-0" (22x34 SHEET) SCALE: (Ilxl1 SHEET) LE6ENEl P • ® INTERIOR BEARING WALL • � _ _ _ = BEARI N6 WALL ABOVE • � BEAM /HEADER • � � � LOCATION AND EXTENT OF SHEARWALL EXTENT OF OVERERAMIN6 •,...,_. ._ ._..----..-.--..INDICATES I/8"xl" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HANGER � INDICATES POST ABOVE. PROVIDE SOLID BLOCKING UNDER POST OR JAMB ABOVE. REFER TO S-O.O FOR TYPICAL STRUCTURAL NOTES ff SCHEDULES 068-20011 1 seal; DEC 21 20?0 I; Gee C E M�q ° °OL' � 0 " No 77824 ®`; STATE OF �. © cop�ar�gk¢�' E�j J�� f •`" �®�®'StF}lyt 31° ngxieerii�g��: Z J� w w Z o z w J r✓ Q Z= Q� U � Q C a� JZ �o � o y m` W 0 N � C"7 Gl M&K project number: project mgr: .JSB drawn by: MJT issue date: 1 2- 1 6-20 REVISIONS: date: initial: 0 J 11. Q Z 0 � 4 d (L UJ U a JJ 1 sheet: Fw, .0 FIN Ill iIP a it :I1 Il...,illl. 6B ,. i i; .I—. I Ihll ' 1 I � L�G�Nn seal; 2KO ®e�`�eaeAe�>,r ,, spa. - 40,-01 ®�� ; 0E A,',. 211_411 IO.1_Q11 (C,JJ ((�J • ® .INTERIOR BARING WALL fey®�® ® - ® No i ✓ 2 ' 51-4 I1 `55 / 1_211 3_21I `1-2II BEARI N6 WALL ABOVE ®Al • BEAM /HEADER ®�- � ®� ®® 5 TAT ,: r' . Ble 04 • 0 E • LOCATION AND EXTENT OE 5HEARWALL ®®'« c copyr k ERN d� KULR , Engineering, Inca r _ _ _ . :I EXTENT OF OVERFRAMING ^ d =1 �___� li Z • - - -- —INDICATES I/S"A" 5AW CUT CONTROL JOINT J u; w 04 z INDICATES LOCATION OF REINFORCED GMU GORE o rn ❑• MB- I MB- I (SEE NOTE5) z Q w c1 0 o a o a 0 J L METAL HANGER INDICATES P05T ABOVE. PROVIDE SOLID Cl) Q = Q o 14 o BLOGKIN6 UNDER P05T OR JAMB ABOVE. F-- ' MASONRY LINTEL PETA I L5 UJ CIO REINFORCEMENT = -J > • 15 MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT Q o • MB-1 aFa-OBIOT ----- ----- _Jz o � MB-2 aFa-IB/OT ----- 1 #5 0 c O MB-3 aFIb-IB/IT (1) #5 (1) #5 CM W cO N p� m ❑. MB-4 aRF14-I5 ----- ----- t— APPROVED LINTEL MANUFAGTURER5 ARE: CA5T-GRETE, QUALITY PREGA5T GO., ❑• AND LOTT'S GONGRETE. NOTES: I. ALL LINTEL5 W 5PAN5 GREATER THAN 14'-0" SHALL BE PRESTRESSED. 2. 5HORE FILLED LINTELS A5 REQURIED. M&K project number; _ 3. ALL LINTELS 5HALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT 5HALL BE 6RADE 60, fy=60 k51 068..200 `[ 1 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. project mgr: JSB 1. ALL LINTELS ARE TO BE LOGATED DIRECTLY ABOVE THE OPENIN6 BELOW drawn by; MJT MASONRY LINTEL ASSEMBLIES `[ ,— issue date: 12 .. 6-2 0 N C 1 5EE SCHEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO REVISIONS: • ' MIN. (1) COURS&BOND I '+ — MIN. (1) COURSE/60ND IL-JI ILOJ1- 1 1 BEAM ABOVE LINTEL 1 1 BEAM ABOVE LINTEL • ❑ C—ROIrr GROVr BOTTOM REINF. date: initial: 4.> A:.. 1 I L W w/ FPZrAi-�t 5 'REI a EEMBE�1� Mt-BI t MB-2 _ I m o rr---r, TOP GOURSE, If TOPGOUR5E,IF I LOJ I I I REQ'U PER ARCH. I I REOV PER ARCH. I ---- I a TOP REINF. OR GONT. GONT. BOND BEAM REINF. AS REQTJ BOND BEAM REINF. GROUT 0 O 6ROUr BOTTOM REINF. BOTTOM REINF. I N PREGA5T LINTEL W PRECAST LINTEL w/� EMBEDDED REIN. 4--'4 EMBEDDED REINF. MB-3 N MB-4 a REFER TO 5-0.0 FOR TYPIGL I m 5TRUGTURAL NOTE5 5GHEDULE5 O o — 0 m r- ° Q a -011 0 J LL MB 10 w U? O D - p Ln Zr- N z i/nx [b o In m _ W iTT � 1 W m MB-1 p d 0 x MB-3 MB—I 0 0 0 0 0 o a a O z 21_ 4 11 1 j 1-011 21— ij 11 51—/ 11 51-211 51-411 Of 201-511 5'-411 14'-011 I BLOCK ��AN I sheet: SCALE: 1/4"=1'-0" (2244 SHEET) 1 11 40 —0 SCALE: 1/6'*'-0" (110 SHEET) FoN2.0 —-i�1 PI.,h I ,TINE '05T 3D-2 C KY LEGENP • ® INTERIOR BEARING WALL • _ _ _ _ = BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL EXTENT OF 0VERFRAMIN6 •-- --- —INDIGATE5 1/6"A" SAW GUT CONTROL JOINT WINDICATES LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. ROOD PRAM I NG PLAN SCALE: 1/4"=1'-0" (22x34 SHEE SCALE: I/8"=1'-0" (IlxI1 SHEET) ROOF FRAMING • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 055/PLYWOOD SHEATHING 24/b EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS N/ 2 3/e"x0.113" RING SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL ED6E5 4 0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END $ DRA6 TRUSSES N/ RING SHANK NAILS 0 3" O.G. (U.N.O.). PROVIDE BLOGKING ALONG PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM 6ABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW N/ 51MP50N VTGR CLIPS 0 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRUSS MANUFACTURER, UNLESS OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRUSSES PER WTGA 4 TPI'5 BG51 I GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6 $ BRAGIN6 OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH a SHORT SPAN ROOF TRU55E5 N/ 2x4 LEDGER FASTENED TO FRAMIN6 N/(2) 3"x0.131" NAILS 0 16" O.G. UPL I fT CONNECTORS BEARING GONDITION TRU55 CONNECTOR LENGTH < 15' 51MP50N H2.5T 51N6LE ROOF TRU55 BEARING ON > IS' 51MP50N H10A WOOD STUD WALL/WOOD BEAM ROOF GIRDER TRU55 BEARING ON ALL 51MP50N HT520 WOOD STUD WALL/WOOD BEAM 51N6LE ROOF TRUSS OR PORCH ALL SIMPSON HETA16 BEAM BEARIN6 ON GMU WALL ROOF G.T., FLUSH BEAM OR ALL (2) SIMP5ON HETAI6 FLUSH 6.T. BRG. ON GMU WALL ALL BEARING POINTS OF EACH ROOF TRUSS SHALL BE CONNECTED WITH CONNECTOR AS L15TED ABOVE. IT 15 THE RE5PON5IBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 GON5TRUGTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENT5 OF A5GE-1-16. ALL UPLIFT CONNECTORS AND LOAD5 PER THI5 DRAWING SHALL SUPERSEDE THE TRU55 MANUFAGTURER'S UPLIFT CONNECTOR 5PEGIFIGATION5 AND LOAD5 5HOWN ON THE SHOP CARDS. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES d SGHEDULES seal: ®®;eeee'trf 2 1 20 0 G. ,4 . No 77824 ®'., STATE OF copyt'oiC"�1LTRN�S i1EF ' ®® rt'yeF�9{� Epgieering, Inc..e' z J1= w Ii z CD �w Q Z� W� C/) M-.11 IC _J;: z W CA W x= W M&K project number: 0 N M Q. 068-200 1 1 project mgr: JSB drawn by: MJT issue date: `j 2-16-20 REVISIONS: date: initial: LL 0 0 0� sheet: J W 0 2 12 w 2 Q 0 P 1~ 0 SmI.3 d Q a 0 J LiL C� z a (L cn d U) U d W �e J 7 T— I FILLED CELLS (SEE PLAN) GONG. OR PAVER DRIVEHAY---, I6"x8" THIGKEN EDGE W/ (2) #5 GONT. 8" GMU BLOCK vr-nr<^UI_ @ CORNER F 7 GARAGE WALL BEYOND GARAGE SLAB (SEE PLAN) THICKENED EDGE @ GARAGE DOOR DETA I L SCALE: NTS (1) #5 VERT. FROM FT6.- TO BOND BEAM. LAP N/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL SOLID z a� O . GRADE IN 8" WIDE GONT. GONG. GURB — 1 1) #5 DOWEL H/ 6" HOOK AT ALL VERT. WALL REINF. (5EE PLANS FOR LOCATION) =III —III —III— _ l i GLEAN COMPACTED FILL o 015% I'-p" MONOLITHIG FOUNDATION STANDARD DENSITY MIN W/ (2) #5 GONT. ON CHAIRS WHERE 2ND STORY NALL OGGUR5 DIRECTLY ABOVE THE 8 GMU HALL 5HOHN, FT6. SHALL BE 1'-4" HIDE W (2) #5 5AR5 GRGE CURB DETAIL SCALE: NTS 8" GMU BLOCK ' R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ HOUSE SLAB FOUNDATION DOWEL MIN. (5EE PLAN) 30" GROUT CELL SOLID z d d I_I I I=1 0 6RADE ° III III III—III=11 I. m =III=III= cx III —III—III—III—' ATIomORGH/LANAI SLAB IL a 1=1 11=1 11-111- (SEE PLAN) =11 I— `' 111—I 11=111- It ° 1=111- e -= — III-- 1) #5 DOWEL W/ 6" HOOK AT GRADE ALL VERT. WALL REINF. l—III=1 1=1—I �I 1- (5EE PLANS FOR LOCATION) i t-1 I I III —III —I 11= GLEAN COMPACTED=1=1 I' _—I 1=1 I —III —III —III —I 1=' FILL o q5% MONOLITHIC FOUNDATION 8 x8 THICKENED li 11i i STANDARD DENSITY I -O W(2) #5 GONT. ON GHAIRS SLAB W(1) #5 GONT. MIN. WHERE 2ND STORY WALL OGGUR5 DIRECTLY ABOVE THE 8" GMU WALL 5HOHN, FTC. SHAH BE I'-4" WIDE w/ (2) #5 BAR5 SOOTING SECTION W/ BLOCK DETAIL THICKENED EDGE DETAIL 2 SCALE: NT5 SCALE: NTS 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL BEYOND OVER 3/4" FURR STRIPS EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (SEE PLAN) PAVERS (5EE PLANS) a d ° dr77 III II1=1II II1= _ 1=1 1=1—I I_I �' =III —I 1= cx —III III—I_I '—III—I � III —I I a I I —III —III —I I I- I- I I m III I I d I I III —III- II 11— II1-1II= 1 'III 1=11 _—MONOLITHIG III — �_ i' FOUNDATION H/ (2) #5 GLEAN COMPACTED FILL o q5% STANDARD I1 -O„ GONT. ON CHAIRS DENSITY AND TERMITE MIN. TREATED WHERE 2ND 5TORY NALL OGGUR5 DIRECTLY ABOVE THE 6" GMU HALL 5HOHN, FT6. SHALL BE 1'-4" HIDE W (2) #5 BAR5 ENTRY DOOR DETr�IL 6 SGAL.E: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP N/ FOUNDATION DOWEL MIN. 30 GROUT CELL 50LID PORGH/PATIO/LANAI SLAB OR PAVERS (5EE PLAN) II°Id EXP JOINT �r v m R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE 5LAB (SEE PLAN) a °d ` °r1__1 = 1) #5 DOWEL W/ 6" HOOK AT III —III= ALL VERT. WALL REINF. (5EE PLANS FOR LOCATION) GLEAN COMPACTED -� „III —III—III .I 1 11 1- I1= FILL o q5% MONOLITHIG FOUNDATION STANDARD DENSITY I _0:� H/ (2) #5 GONT. ON MIN. CHAIRS WHERE 2ND STORY WALL OGGUR5 DIRECTLY ABOVE THE 8" GMU WALL 5HOHN, FT6. SHALL BE 1'-4" WIDE W (2) #5 BARS EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL SCALE: NT5 Y2" GYP, BD, EA. 51DE OF 2x4'5 o 16" O.G. Y2" J-13OLT5 6" FROM EA. v END OF WALL AND SPACE o 32" O.G. 2" (6" MIN. EMBED) w 5TUD PLATE TIES PER } PT BOT. PLAN o STUD TOP 4 PLT. BOT. fill m o d ad a — d _ • d (2) #5'S GONT. H/ 3" MIN. CLEAR UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT 506JEGT TO A CALCULATED NET UPLIFT FORGE. WALL HHIGH REQUIRE SUCH HARDWARE HILL BE 5PEGIFIGALLY NOTED ON PLAN. GARAGE 5TEF DOWN DETAIL SCALE: NTS 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W HOUSE SLAB FOUNDATION DOWEL MIN. (5EE PLAN) 30" GROUT CELL SOLID Z d d o II RADE III I=1I =1 I II —I I_I—III—I m = a° seal: DEC 21 2020 • NO 77 24 • n STATE O © copyn'(�1 �o r�i�erit��, Inc., ;•u.,. �z JLU w w z_ o C-0 M z w J N Z= a WCE C� '_tz 5 j =a Q. o .J p -2Ike o� y LY o m N cc C) M CL M&K project number: 068-2001 1 project mgr: J S B drawn by: MJT issue date: 1 2- `[ 6-20 REVISIONS: date: initial: I III II I III- � PVC CHASE SLEEVE TO BE - III=1 1=III=1 TWIGE THE DIAMETER OF q) c� II —III —III---= = II1=11 •,., -' '' i lI III III —III —III I =, 111- PROTECTED PIPE � � � I I=1 I I III —III —I 11= GLEAN COMPACTED aSTANDARD MIN.FILL o 015% MONOLITHIG FOUNDATION DENSITY i _H/ (2) #5 GONT. ON CHAIRS O WHERE 2ND 5TORY WALL OCGUR5 DIRECTLY ABOVE THE O 8" GMU WALL 5HOHN, FT6. SHALL BE 1'-4" HIDE W (2) #5 BAR5 (:DA�S DETAIL Q (n 0 8" GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL LL EXTERIOR DOOR OVER 3/4" FURR STRIPS �, MTL. THRESHOLD -PER BUILDER �+-.I UJ SET IN SEALANT HOUSE SLAB T T T Z (SEE PLAN) I _ PORGH/PATIO/LANAI L-� 0 SLAB OR PAVERS (],, (SEE PLANS) PER MANUF. III —I —III— O < '=1 I I=1 1 1= d 1=1 I I a III—I_I I —III —III_ ►� =1 m III d 1=1 1=1 LU ,� < UJ III —III —III III—_ MONOLITHIG GLEAN COMPACTED III = �= GONT. TION W/ ON CHAIRS (2) #5 FILL o q5% STANDARD I -011 O (� DENSITY AND TERMITE MIN. TREATED O 0 Z HHERE 2NO STORY HALL LL JTOGCUR5 DIRECTLY ABOVE THE �..I 8" GMU HALL 5HOHN, FT6. SHALL BE 1'-4" HIDE N/ (2) #5 BAR5 sheet: EXTERIOR OUT5W1 NG 4 56D POURED S LL5 DETAIL SCALE: NTS SDm 1 FASTEN ROOF SHEATHING TO FASCIA WITH 2 %"xO.113" RING SHANK NAILS 6" O.G. U w LU 2x6 FASGIA -SEE ARCH 811 GMU BOND BEAM W/ (1) #5 GONT. 8" REINF. GMU WALL -5EE PLAN FOR VERT. HORZ. REINF. SPECS ROOF TRUS -SEE PLAN PROVIDE 50LID SHIM BETW'N TRU55 $ CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN 1 Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. it SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS PROVIDE MOISTURE BARRIER PLATE (PER TRU55 MANUF) EACH TRU55. I ` VERT WALL REINF. TO EXTEND INTO BOND BEAM SHANK HIP G.T. 2x4 FLAT BLOCKING ® 16" ox_ FASTENED TO BOND BM. w/ Y4" TAPGON ROOF TRU55E5 -SEE PLAN — (2)3 Y2'xO.131 " 2x4 CATS ® 16"o.c. FASTENED TO GABLE END TRU55 w/ (20'xO.131" TOENAILS. LJ__ -2 MAX X I I GABLE END VERTICAL WEB - REINFORCING AS REQURIED BY TRU55 MANUF. 2x8 P.T. PLATE FASTENED TO BOND BM. W/)/2" DIA. ANCHOR BOLTS • 32" O.G. WITH I" (MIN) EMBEDMENT. EXTERIOR SHEATHING EDGE NAILING - 2 Y2"xO.131" NAILS 611O.G. FASTEN BOTTOM CHORD\OF TRU55 TO P.T. SILL PLATE WY411 DIA. x3Y2' LONG 505 SGREWS • 16" o.c. PROVIDE M015TURE BARRIER PLATE BELOW WOOD MEMBERS ON GMU (PER TRUSS MANUF.) 811 GMU BOND BEAM w/ (1) #5 BAR GONT. 8" REINF. GMU WALL -SEE PLAN FOR VERT. $ HORZ. REINF. 5PEG5 FASTEN SHEATHING TO 2x4 BLOCKING w/ 2 %"x0.113" RING SHANK NAILS ® 4"O.G 2'-0" MIN ROOF SHTG SHALL BE CONT, 24" MIN ONTO.ROOF 2x4 BLOCKING w/ (3)3)/4"xo.131" TOENAILS EACH END (4) 3 Y4"x0.1' NAILS 2x4 BRACE w/2x4 T-BRACE, J' � PROVIDE 2x4 BLOCKING c SPACED 4-0O.G. O.G. MAX. O.G. IN FIRST (5) BAYS OF FASTEN 2x4 TO 'T' w/ 3 A4"x0.131" ROOF TRU55E5-GUT TO FIT NAILS ®12" O.G. TIGHT BETWEEN TRU55 BOl (NOT REQ'D AT TRUSS HEIGHTS CHORDS AND NOTCH AROI 4'-I" OR SHORTER) SILL PLATE FASTEN DRYWALL TO VERT WALL REINF. TO BLOCKING w/ SGREWS EXTEND INTO BOND BEAM /NAILS ® 6" O.G. �:dN 4=1'-0" CA G-TCA: n.,.,= SHTG. TO HIP 1.115" RING D 611 O.G. - UPLIFT CONNECTOR -SEE PLAN - HIP JAGK TRUSSES (2)3 Y2"x0.131 " FASTEN BOTTOM CHORD OF 8 GMU BOND BEAM w/ G.T. TO TOP OF WALL w/ II (U #5 BARS GONT. 8" GMU BOND BEAM w/ 51MP50N HGAMIOKTA CLIP (1) #5 BARS GONT. 48"O.G. 8" REINF. GMU WALL VERT WALL REINF. TO VERT WALL REINF. TO -SEE PLAN FOR VERT. EXTEND INTO BOND BEAM 8 REINF. GMU WALL -SEE PLAN FOR VERT. 4 L EXTEND INTO BOND BEAM $ HORZ. REINF. 5PEG5 $ HORZ. REINF. SPECS SECTION SECTION SCALE: 8/4"=1'-0° Q SCALE: 3/4"=i'-0° 2x6x12" OR CL OF OPENING 2XSXI2 P.T. CENTER BUGK DIA. ANCHOR 2X4 P.T. TOP BUGK 2X6 OR 2X8 P.T. BUGK EACH 51DE OF OPENING -VERIFY CONN. REQ'MT w/ DOOR MANUFACTURER PROVIDE (5) %" DIA. J-BOLT W/ 5Y211 EMBEDMENT AT EACH DOOR BRACKET, EACH 51DE OF DOOR. PROVIDE I Y2"Ac," THICK WASHER W/ EACH ANCHOR (15T BOLT TO BE 8" MAX ABV. CURB REST EQUALLY SPACED APPROXIMATELY 24" O.G.) START BOLTS AFTER GARAGE CURB (811 MAX) 01�61 11OOR BUGK 1�IETAIL SCALE: NTS BOND -BEAM _,____GONTIN. PRECAST HEADER—'- 5" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GAST-GRETE GAST-GRETE WINDOW SILL, WINDOW SILL, OR EQUIV. OR EQUIV. VALLEY SET OVERFRAMING FASTEN EAGH OVERFR TRUSS TO TRU55 BELO WITH (1) 51MP50N 1/TGR ® 24" O.G. DOUBLE WINDOW M,h50NRY PIER 17ETr I L L SCALE: NTS TRIPLE WINDOW SIM. PROVIDE 50LID SHIM BETW'N TRU55 $ CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR, WHERE TRU55 15 GREATER THAN I XY FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF SHEATHING TO FASCIA WITH 2 %NO.113" RING SHANK NAILS • 6" O.G. SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS 2x6 FASCIA -SEE ARCH REINF. MA50NRY LINTEL/ BEAM - - SEE PLAN FOR SPECIFICATIONS. TYP I CAL OVER�RAM I NG CONNECTION DETAIL SCALE: N.T.S. CONNECT EACH END OF MASONRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL w/ 24" LEC75 3 SECTION ALL LAPS IN MA50NRY 25" -RUNNING BAR —I MAIN ROOF SHEATHING #5 BENT CORNER BAR MAIN ROOF TRU555 GROUTED CELL P RE-�RO�7F I T 17ET,h I L 1-0" TYP. CORNER VERT. WALL REIWORCING DETAIL SCALE: NTS SEE DETAIL I ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION 4FO NOT SHOWN HERE ASTEN EA. ROOF TRUSS TO GMU w/ IMP50N M51-MI6 TW15T STRAP. ASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 LONG TITEN SGREWS ROVIDE M015TURE BARRIER LATE (PER TRU55 MANUF) AGH TRU55. 'ROVIDE 2x FLAT BLOCKING FIT TIGHT TO OOF TRU55E5 ® EVERY OTHER BAY ASTENED TO GMU w/ (3) )/4" DIA. x 3 y2' LONG APGONS. FASTEN BLOCKING TO ROOF RU55E5 w/ (2) 3 Y4"x0.131" NAILS @ EA. END. PROVIDE 50LID SHIM BETW'N TRU55 $ CONNECTOR IF TRU55 LOCATED LE55 THAN I YY FROM CONNECTOR. WHERE TRUSS 15 GREATER THAN 1 Y2' 2x FASCIA FROM UPLIFT CONNECTOR, REFER TO -SEE ARCH TYPICAL RETROFIT DETAIL P. FASTEN EXTERIOR SHEATHING TO 2x4 BLOCKING IN EA. TRU55 BAY w/ 2 Y2"x0.131" NAILS • 6" O.G. FASTEN EA. 2x4 BLOCKING IN EA. TRU55 BAY TO BOND BM. w/(4) HILTI DNI12P8 PAF'S FASTEN EXTERIOR SHEATHING TO - 2x BLOCKING w/ 2 )211x0.131" NAILS ® 3"O.G. 8" GMU BOND BEAM w/ (1) #5 BARS GONT. 8" REINF. GMU WALL - -SEE PLAN FOR VERT. $ HORZ. REINF. 5PEG5 ME Uall I'-0° seal: DEC ,JWP, . .,%v I,� % NO 77 82 ® STATE OF IleT�.®A\ Copyrri� RMVLP' r �a Z JW w ROOF TRU55E5 w z N o -SEE PLAN z w 2 w = Zcc Q� UPLIFT CONNECTOR o=c G E -PER SCHEDULE W � 5 m E VERT WALL REINF. Q J Z >� W TO EXTEND INTO BOND BEAM = p c CO c y m � w CD�, oc M cz W project number: 068-200 1 1 project mgr: J S B drawn by: MJT issue date: 12-1 6-20 NOTES: I. 2X PT BUGKS/NAILERS SHALL EXTEND BEYOND INTERIOR FACE OF REVISIONS: WINDOW/DOOR, FASTEN BUCK TO MA50NRY W/ (1) ROW OF %(,"x4" TAPGONS 6" date: FROM ENDS AND 16" O.G. MAX. TAPGONS TO BE I Y2" MIN. FROM EDGE OF BUCK. 2. BUCKS LESS THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. STRUGTURAL CONNECTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN THIS CASE. 3. ADDITIONAL 2X WOOD BUGK MATERIAL MAY BE ADDED TO EXISTING 2X BUGKEP OPENING, USE (3) ROWS OF 3"xO.131" NAILS STAGGERED @ 12" O.G. EA. 5UGGE551VE BUGK. 4. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENIN IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FASTENIN(5) ARE MET. 5. ADDITIONAL WOOD BUGK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROWS OF 2 Y2"x0.131" NAILS ® 16" O.G. FASTEN WINDOW/DOOR TO 2X PER BY WINDOW/DOOR WINDOIWOOR MANUFAGTURER'S 5PEG5. MANUFACTURER WINDONVOOR BUGK DETAIL H SCALE: NTS NOTES: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). 2. PROVIDE 3/4" DIA. HOLE FOR SEE TYP. FOUNDATION DOWEL, BLOW OR BRUSH GLEAN. DETAILS FOR ADDITIONAL 3. FOLLOW MANUF. INSTALLATION INFORMATION NOT SHOWN I NSTRUGTI ONS. HERE FUTURE 8" GMU BLOCK #5 VERT. BAR TO BE LOCATED PER PLAN DRILL 6" INTO EXIST'G IN GROUTED CELL SLAB, EPDXY $ DRIVE I #5 DOWEL, PROVIDE MIN. 30" LAP SPLIGE I - I a a. °, II' `I 1�1=1�1 1�1=III=1 GRADE I —III —III —I 1=1 =1 11=1 II —III —I —111=III—III III=1=11 ° < III--111- III=1I1- M 155ED DOWEL RETR01 IT DETAIL SCALE: NTS SIM. ® GMU STEM FOR PROMMM &RAVE 4x6 P.T. POST PROVIDE (1) 51MP50N C520 STRAP ON EACH EXTERIOR FACE OF POST, q" MIN END LENGTH DROPPED BEAMS PER PLAN IA REAR W000 LANAI TYP. BEAM TO P05T CONN. SCALE: 3/4"=1'-0" LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ,ARE PLAN THIS HOME � SHALL BE IMPLEMENTED IN SPEG I E I G AND ARE ONLY REGU I RED ALL APPL I GABLE ,AREAS. THESE WHERE SPEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. (n J d J H w W Q 0 d H w U � �= J d sheet: nitial: < Q 0 J LL W 0 z vl W D r< V O J J SDW2 I I I'll .111 11t 13 1 I:I1141ATI V A IIVI"4111 II,,III III. I'II:I1: -11111: 11 1 1 1 1 1 111 1 --F ---- T--- r- I- 7 1F_-_-� -- I PERMANENT ROOF TRU55 BRAGIN6 NOTE5: (SINGLE FAMILY HOME OR TONNHOU5E GON5TRUGTION, WITH ROOF TRU55E5 5PAGED NO MORE THAN 24" O.G) I. WOOD TRU55E5 SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENT SAFETY INFORMATION (BG51) "GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, RE5TRAININ6 4 BRAGIN6 OF METAL PLATE CONNECTED WOOD TRU55E5," (2008 EDITION). 2. TOP CHORD BRAGING: TOP GHOR05 SHALL BE BRACED BY DIREGT-APPLIED PLYWOOD/055 5HEATHING, • IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FA5TENED TOP CHORD, CONTACT MW FOR 5RAGIN6 DE516N. 3. BOTTOM CHORD BRAGIN6: a. THE BOTTOM GHOR05 SHALL BE BRACED BY DIREGT-APPLIED 6.N.B. GEILIN6 4. WEB MEMBER BRAGIN6: THE TRU55 MANUFACTURER SHALL INDIGATE THE TRU55 MEMBER5 (WEBS, VERTIGAL5) THAT REQUIRE LATERAL BRAGIN6/RE5TRAINT. a. 'T' OR 'L' BRACE: WHERE 13RAGIN6 15 REQUIRED A5 INDICATED ON 5HOP DRAWING, UTILIZE 'T' OR 'L' BRAGE5 (REFERENCE BG51-63 F16URE5 63-18 R 133-M). 5HOP APPLIED REINFORCEMENT PER BG51-53 FI6URE5 53-22 $ BG-23 15 ACCEPTABLE. • 'T' 4 'L' REINFORGIN6 MATERIAL SHALL MATCH THE 51ZE OF THE NEB/VERTIGAL MEMBER. • 'L' 6 'T' REINFORGIN6 TO BE A MINIMUM OF 10% OF THE LENGTH OF THE NEB/VERTIGAL MEMBER. • FA5TEN 'L' OR 'T' REINFORGIN6 TO NEB/VERTIGAL N/ Ibd GUN NAILS (0.131x3 I/2") AT b" O.G. b. GONTINUOU5 LATERAL 13RAGIN6 ALTERNATE: WHEN THREE (3) OR MORE 51MILARLY GONFI6URED ROOF TRU55E5 AL16N, GONTINUOU5 ROWS OF LATERAL BRAGING MAY BE U5ED IN LIEU OF THE ABOVE —NOTED 'L' OR T' BRAGE5. • GONTINUOU5 RON5 OF LATERAL BRAGIN6 SHALL GON515T OF MINIMUM 2x4. ROWS 5HALL BE LAP 5PLIGED ONE TRU55 BEYOND IN EACH DIRECTION. 5EGURE BRACE TO EACH TRU55 GOMPR -55ION NEB W (2) Ibd 6UN NAIL5 (0.1310 1/2"). • GONTINUOU5 LATERAL 5RAGIN6 5HALL BE RE5TRAINED BY DIAGONAL BRAGIN6 (MIN. 2" THICK NOMINAL LUMBER d MINIMUM 5PF 'STUD' GRADE MATERIAL). TH15 BRAGIN6 15 TO BE GONTIWOU5. PROVIDE ONE RON OF DIAGONAL BRAGIN6 AT VERTICAL NEB MEMBER5 OF TRU55E5 GLO5E5T TO EACH GABLE END WALL $ ADDITIONAL DIA60NAL5 AT 20'-0" A5 REQUIRED. seal: ® N o 7 4 li a %J m -10 U ®I 3 STATE ®0 ' I- 'e .- A, © copyrij*Q Vqp Vd 101 0 LO Z _J Fn w w LO z Z w J a z U WW W T .MI■. _J JF- z W C H W Inc. �Np CL .n Q ♦ o �Y 3 C mcm E Q y M le t6 O ZZ cm cm M N G. PROVIDE (2) Ibd NAIL5 o DIAGONAL BRACE NAILED TO OPP051TE 51DE OF NEB AT 20-0 MAX. (TO PREVENT IV EACH MEMBER LATERAL MOVEMENT) DIREGT-APPLIED PLYWOOD/0513 ROOF SHEATHING RN COMPRESSION WEB (SLOPING OR VERTICAL) M&K project number GONTINUOU5 LATERAL BRACE 0 6 8"2 0 0 1 1 ALTERNATE o (3) OR MORE project mgr: B drawn by: MJT ADJACENT 51MILAR TRU55E5 (5EE INDIV. TRU55 SHOP DRANIN65 FOR LOCATIONS) 2x 5TRON6BACK MAY BE IN5TAL1 ED FOR GON5TRUGTABILITY issue date: 12-16-20 TO KEEP EVEN 5PAGING AT BOTTOM CHORD (NOT REGV FOR 5TRUGTURE) REVISIONS: date: initial GONTIN. LATERAL BRAGIN6 TO LAP AGRO55 MIN. (1) DIREGT-APPLIED TRU55 BAY A5 5HONN 6NB GEILIN6 5EGTION B-B ALTERNATE METHOD 16 (3) OR MORE SHLAR TRUJBM ARE 6ROUPW 2x 5TRON6BAGK (NOT REQV FOR 5TRUGTURE) DIRECT -APPLIED PLYWD/05B NEB MEMBER REQUIRING BRACING A5 INDICATED BY TRU55 MANUFACTURER 2x 5TRON615ACK5 MAY BE INSTALLED FOR GON5TRUGTABILITY TO KEEP EVEN 5PAGING AT BOTTOM CHORD (NOT REOV FOR TYPICAL TRU55 ELEVATION PERMANENT TRU55 BRAG I N6 PETA I L5 $ NOTES SCALE: NONE DIRECT APPLIED GEILIN6 LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REGU I RED ALL APPL I GABLE AREAS. THESE WHERE 5PEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. J W O O 2 sheet: 0 1 0 J a 0 J LL W z ix CL W U) J U W z J PBSBml r E-A �/35� 9ycsf�nos � 6 �y�� j 11 .4