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HomeMy WebLinkAbout6825 Shelby Lynn WayV L, 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 d 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 q CENTER LINE OPT OPTIONAL CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD COL. COLUMN OZ OUNCE CONC. CONCRETE 1/R ONE ROD COND. CONDITION 1/S ONE SHELF CONT. CONTINUOUS CANT. CANTILEVER PC PRECAST CLG. CEILING PDS PULL -DOWN STAIR CM CRON:N MOLDING PKT POCKET DOOR CR CHAIN RAIL PNL PANEL PLYWD PLYWOOD D DRYER PREFAB PREFABRI';ATED d FENNY 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 WC WATER CLOSET INSUL. INSULATION WD WOOD INT. INTERIOR WWM WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB AV )vn(9nian TM CoMpanies 90 Matawan Road Matawan, NJ 07747 (732) 383-2200 IVANHOE ASPIRE ELEVATION "B" 6825 SHELBY LYNN WAY ZEPHYRHILLS, FL 33542 LOT 017 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 -1 AREATABULATION ELEVATION "B" 1 ST FLOOR 1131 SF 2ND FLOOR 1535 SF TOTAL A/C 2,666 SF ENTRY 41 SF GARAGE 453 SF LANAI 120 SF TOTAL UR 3,280 SF 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 A-1.1 FIRST AND SECOND FLOOR PLANS A-2.1 FRONT & REAR ELEVATIONS A-2.2 SIDE ELEVATIONS A-3.1 ROOF PLAN A-4.1 STAIR & DETAILS A-5.1 BUILDING SECTIONS A-5.2 TYPICAL WALL SECTIONS WP1 WATERPROOFING DETAILS WP2 WATERPROOFING DETAILS E-1.1 FIRST AND SECOND FLOOR ELECTRICAL PLAN P-1.1 SLAB PENETRATION PLAN ReVlr�.. - S-0.0 STRUCTURAL NOTES C(7; r '� ry F-1.0 SLAB PLAN PLAN F-2.0 BLOCK PLAN S-1.2 SECOND FLOOR FRAMING PLAY S-1.3 ROOF FRAMING PLAN LD E" COIN^: - ORILA 131 LrJI 4 /(� NA -I r a 1F VAILIN SD-1 FOUNDATION DETAILS ELECrR;C .AND THE SD-2 STRUCTURAL DETAILS ORDINAN 'uc "11 I„8 SD-3 STRUCTURAL DETAILS PBSB-1 STRUCTURAL DETAILS IY W LU o ° i- } w�Qo �o coUWw Q�w�Q (L w C/) L1J zz°�W crg(na? wCL=CCa �U)C)y 00 z �F- < lz� U) OR 0 U cts a) wA ox cn z o 0-i a w wA >.I w ON"MEMOCL on cn U Im 0< w O z Z O_ R a G 0 I I i � G i I i i i i COMMUNITY. LINKS AT CALUSA SPRINGS ! PLAN # 6103 i RELEASED: 02/04/21 SHEET i cs 'I i GENERAL CONSTRUCTION NOTES F'nwriLING-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 1. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE FEET, OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 11/2 FLASHINGS SHALL BE USED TO SEAL ROOFING SYSTEMS, WHERE THE SYSTEM IS INTERRUPTED OR TERMINATED AND SHALL BE INSTALLED IN A MANNER THAT PREVENTS MOISTURE FROM ENTERING THE THE GARAGE SHALL BE IN ACCORDANCE WITH SECTIONS R302.5.1 THROUGH R302.5.3. 2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES ABOVE THE FLOOR, INCHES (38 WM) 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, 5. MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. EXCEPTIONS: 1. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE TURN. R903.2.1 LOCATIONS NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED 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 GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, OVER THE LOWEST TREAD. ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. WHERE FLASHING IS OF METAL, THE METAL SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN PROVIDED IN TABLE R903.2.1 DOORS. SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE R311.7.8.3 GRIP -SIZE OR IN COMPLIANCE WITH RAS 111. THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT R302.6 DWELLING -GARAGE FIRE SEPARATION 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 GRASPABLEI-f•Y. 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. T SINGLE GLAZING AND EACH PANE IN MULTIPLE GLAZING. SHALL APPLYO S G G G C 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 THE ADJACENT DWELLING UNIT WALL. EXCEPTION: GLAZING THAT IS MORE THAN 60 INCHES, MEASURED HORIZONTALLY AND IN A STRAIGHT LESS THAN 11/4 INCHES (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL IS NOT ALL MEMBRANE FLASHING SHALL BE INSTALLED ACCORDING TO THE ROOF ASSEMBLY MANUFACTURER'S LINE, FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SWIMMING POOL OR FROM CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF NOT LESS THAN 4 INCHES (102 MM) AND NOT PUBLISHED LITERATURE. THE EDGE OF A SHOWER, SAUNA OR STEAM ROOM. GREATER THAN 61/4 INCHES (160 MM) WITH A CROSS SECTION OF DIMENSION OF NOT MORE THAN 21/4 TABLE R302.6 DWELLING -GARAGE SEPARATION INCHES (57 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 MM). R905.2.4.1 WIND RESISTANCE OF ASPHALT SHINGLES (IF APPLICABLE) FROM THE RESIDENCE AND ATTICS R308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTIONS R905.2.6 AND R905.2.6.1. NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INCHES ABOVE THE 2. TYPE II. HANDRAILS WITH A PERIMETER GREATER THAN 61/4 INCHES (160 MM) SHALL HAVE A FROM HABITABLE ROOMS ABOVE THE GARAGE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF STAIRS GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. THE FINGER RECESS SHALL BEGIN EXHAUST SYSTEMS: NOT LESS THAN 5/8-INCH TYPE X GYPSUM BOARD OR EQUIVALENT AND RAMPS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. WITHIN A DISTANCE OF 3/4 INCH (19 MM) MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE STRUCTURE(S) SUPPORTING FLOOR/CEILING ASSEMBLIES USED FOR SEPARATION REQUIRED BY THIS PROFILE AND ACHIEVE A DEPTH OF NOT LESS THAN 5/16 INCH (8 MM) WITHIN 7/8 INCH (22 MM) BELOW THE M1501.1 OUTDOOR DISCHARGE SECTION R308.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR NOT LESS THAN 3/8 THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS INCH (10 MM) TO A LEVEL THAT IS NOT LESS THAN 13/4 INCHES (45 MM) BELOW THE TALLEST PORTION OF IN ACCORDANCE WITH.. SECTION Ml506.3. 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 PROFIL=. 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, (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: 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 REQUIRED GUARDS AT OPEN -SIDED WALKING SURFACES, INCLUDING STAIRS, PORCHES, BALCONIES OR M1502.4.5.2 MANUFACTURER'S INSTRUCTIONS THE SIZE AND MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED BY THE DRYER FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH 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 SECTIONS R302.10.1 THROUGH R302.10.5. EMERGENCY AND ESCAPE RESCUE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 THE ADJACENT WALKING SURFACE OR THE LINE CONNECTING THE LEADING EDGES OF THE TREADS. 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 HEI aHT 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. IWITHOUT THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. WINDOW OPENING CONTROL DEVICES EXCEPTIONS: TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR 1.2.HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET (3048 MM). COMPLYING WITH ASTM F2090 SHALL BE PERMITTED FOR USE ON WINDOWS SERVING AS A REQUIRED 1. THE 1 RIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR, FORMED BY THE RISER, TREAD AND ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE 2. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS EMERGENCY ESCAPE AND RESCUE OPENING. BOTTOM RAIL OF A GUARD, SHALL NOT ALLOW PASSAGE OF A SPHERE 6 INCHES (153 MM) IN DIAMETER. ARCHITECT FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 2. GUAFDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF A REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. R312.2.1 WINDOWSILLS SPHERE 43•'8 INCHES (111 MM) IN DIAMETER. MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. ANY ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.7. !N DWELLING UNITS, WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING IS LOCATED LESS MODIFICATIONS ARE �` E THESE PLANS BY ANY OTHER PARTY OTHER THAN THE ARCHITECT, THE T 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: IB ARCHITECT SHALL s 3O i" BE HELD RESPONSIBLE. 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 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 DONE BEYOND THE POINT INDICATED IN EACH SUCCESSIVE INSPECTION WITHOUT FIRST OBTAINING THH E APPROVAL OF THE BUILDING OFFICIAL. THE BUILDING OFFICIAL, UPON 6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING iS REQUIRED AT THE LINE OF DWELLING TO PASS THROUGH THE OPENING WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. COURSE OR THE PREPARED SUBGRADE WHERE NO BASE COURSE EXISTS. NOTIFICATION, SHALL MAKE THE REQUESTED INSPECTIONS AND SHALL EITHER INDICATE THE PORTION UNIT SEPARATION. 2. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F2090. OF THE CONSTRUCTION THAT IS SATISFACTORY AS COMPLETED OR NOTIFY THE PERMIT HOLDER OR HIS R302.11.1 FIREBLOCKING MATERIALS 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES THAT EXCEPTION': 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 COMPLY SHALL BE CORRECTED AND SUCH PORTION SHALL NOT BE COVERED OR CONCEALED UNTIL EXCEPT AS PROVIDED IN SECTION R302.11, ITEM 4, FIREBLOCKING SHALL CONSIST OF THE FOLLOWING COMPLY WITH SECTION R312.2.2. 2. FOR UNHEATED STORAGE ROOMS HAVING AN AREA OF LESS THAN 70 SQUARE FEET (6.5 M2) AND AUTHORIZED BY THE PUILDING OFFICIAL. MATERIALS. STAIRWAYS: CARPORTS: 3. DRIVEWAYS, WALKS, PATIOS AND OTHER FLATWORK NOT LIKELY TO BE ENCLOSED AND HEATED AT FOUNDATION INSPECTION NOTES: 1. TWO-INCH (51 MM) NOMINAL LUMBER. A LATER DATE. A FOUNDATION SURVEY 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 INSPECTr:'R'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 R7G14.213ACKER BOARD MATERIALS THE SPECIFIC APPLICATION. THE LANDING OR PLATFORM ON THAT PORTION OF THE STAIRWAY. GLASS MA`i GYPSUM BACKING PANEL (ASTM C1178) FLOOD ZONE REQUIREMENTS: GYPSUM PANELS (ASTM C1278) PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. R302.12 DRAFTSTOPPING R311FIBER-REINFORCED STAIR TREADS AND RISERS NONASBESTOS FIBER -CEMENT BACKER BOARD (ASTM C1288 OR ISO 8336, CATEGORY C) IN CONIbUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE STAIR T STAIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF THIS SECTION. FOR THE PURPOSES OF NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS (ASTM C1325) MECHANICAL AND HVAC: CONCEALED SPACE OF A FLOOR -CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE THIS SECTION, DIMENSIONS AND DIMENSIONED SURFACES SHALL BE EXCLUSIVE OF CARPETS, RUGS OR 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET (92.9 M2). DRAFTSTOPPING RUNNERS. WINDOW INSTALLATION GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN PERMIT. ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL R311.7.5.1 RISERS INSTALLATION INSTRUCTIONS. O S UCTIONS. 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 INCHES (196 THE RISER SHALL BE MEASURED MANUFACTURER FOR EACH WINDOW. REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER TREMM)ADS. VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT AD PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR 1.CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 MM). R703.4 FLASHING REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (762 mm) DEEP AND 30 INCHES (762 mm) WIDE RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF THE TREAD ABOVE AT APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 2.FLOOR FRAMING IS CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS. AN ANGLE NOT MORE THAN 30 DEGREES (0.51 RAD) FROM THE VERTICAL. OPEN RISERS ARE PERMITTED ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE PROVIDED THAT THE OPENINGS LOCATED MORE THAN 30 INCHES (762 MM), AS MEASURED VERTICALLY, MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. #26 GAUGE (0.48 mm) SHEET STEEL OR R302.12.1 MATERIALS TO THE FLOOR OR GRADE BELOW DO NOT PERMIT THE PASSAGE OF A 4-INCH-DIAMETER (102 MM) MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE, DRAFTSTOPPING MATERIALS SHALL BE NOT LESS THAN 1/2-INCH (12.7 MM) GYPSUM BOARD, 3/8-INCH (9.5 SPHERE. INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 MM) WOOD STRUCTURAL PANELS OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. 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 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 INSTALLATION INSTRUCTIONS. OTHERWISE APPROVED BY THE BUILDING OFFICIAL. THE INTEGRITY OF THE DRAFTSTOPS SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN MAINTAINED. 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 EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: R308.4.1 GLAZING IN DOORS R311.7.5.3 NOSINGS GLAZING IN FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE NOSINGS AT TREADS, LANDINGS AND FLOORS OF STAIRWAYS SHALL HAVE A RADIUS OF CURVATURE AT 1.EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS CONSIDERED TO BE A HAZARDOUS LOCATION. THE NOSING NOT GREATER THAN 9/16 INCH (14 MM) OR A BEVEL NOT EXCEEDING 1/2 INCH (12.7 MM). A SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER NOSING PROJECTION NOT LESS THAN 3/4 INCH (19 MM) AND NOT MORE THAN 11/4 INCHES (32 MM) SHALL COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE EXCEPTIONS: BE PROVIDED ON STAIRWAYS. THE GREATEST NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS 1. GLAZED OPENINGS OF A SIZE THROUGH WHICH A 3-INCH-DIAMETER SPHERE IS UNABLE TO PASS. NOSING PROJECTION BY MORE THAN 3/8 INCH (9.5 MM) WITHIN A STAIRWAY. SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 2. DECORATIVE GLAZING EXCEPTION: A NOSING PROJECTION IS NOT REQUIRED WHERE THE TREAD DEPTH IS NOT LESS THAN 11 1.1. THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR R308.4.2 GLAZING ADJACENT TO DOORS. INCHES (279 MM). APPLICAT!ONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TO ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 R311.7.8 HANDRAILS OR DETAILS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW cce �C INCHES ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH FLIGHT WITH FOUR OR MORE AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT 3 CONDITIONS: RISERS. WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR ?�?% SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR 1. WHERE THE GLAZING IS WITHIN 24 INCHES OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE R311.7.8.1 HEIGHT PROTECTION AT THE HEAD AND SIDES. DOOR IN A CLOSED POSITION. HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, 1.2. IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN 2. WHERE THE GLAZING IS ON A WALL LESS THAN 180 DEGREES FROM THE PLANE OF THE DOOR IN A OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE PR PROFESSIONAL. PROFESSIONAL. CLOSED POSITION AND WITHIN 24 INCHES OF THE HINGE SIDE OF AN IN -SWINGING DOOR. THAN 38 INCHES (965 MM). IN WITH OTHER APPROVED METHODS. 1.4. IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR -' n EXCEPTIONS: EXCEPTIONS: FMA/AAMA/WDMA 400. 1. DECORATIVE GLAZING. 1. THE USE OF A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED OVER THE LOWEST 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR f y 2. WHERE THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR TREAD. STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. AND THE GLAZING. 2. WHERE HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE CONTINUOUS TRANSITION 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. " 3. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR LESS IN BETWEEN FLIGHTS, TRANSITIONS AT WINDER TREADS, THE TRANSITION FROM HANDRAIL TO GUARD, OR 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. `'` DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY WITH SECTION R308.4.3. USED AT THE START OF A FLIGHT, THE HANDRAIL HEIGHT AT THE FITTINGS OR BENDINGS SHALL BE 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF {�`°�' i II9 F`'` L 4. GLAZING THAT IS ADJACENT TO THE FIXED PANEL OF PATIO DOORS. PERMITTED TO EXCEED 38 INCHES (956 MM). WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. cr w CC ❑ J I- W O O I=- wwZO > cc 0 W p H (nUW W Q p W fQQ" a cn W w !Y IY iz YQHZ 05 ILL O cn _O Z Z Z ~ Z �g()Q_ d = a. 2 I � CQ 0 0 = - Z LL (n �1-QZp cz cz F. Q' O cz H 0 V cn o w O L� 0 I w LLI a w U) mict O m: _O U) LLi G o� � o iu""Z aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 02/04/21 SHEET CS2 C6 0 z a z g w w 5 ' 40'-0" 6'-4" 1 26'-0" v 7'-8" "3050 SH 3 SIDED ACRYLIC 36"x60" ACRYLIC rSHOWER HEAD "(2)3050 SH (36"X60" EGRESS) SURROUND SHWR PAN 7 I & CONTROLS . (36"X60" EGRESS) I L - - LINE OF SECOND FLOOR PLAN SCALE: 1 /4"=1'-0" Q 40'-0„ 11'-4" 12'-0" 16'-8" 6" 1 11'-0" 611 STUCCO WRAPPED o BEAM @ T-8" o a ; I STUCCO WRAPPED I a a 00 3U I 4X6 POSTS I a o0 Om I LANAI I o mQ U U p m I 8'-8" CLG. I m MOISTURE RESISTANT DRYWALL CLG. 6'-0" 8'-0" 14'-0" 10 25 SH I I I I 6068 SGD TEMP (2)25 SH I �- I = I 6'-1" M 3'_52„ io t � 1 - -- DINING I AREA 8'-8" CLG 1 r, I IIJ 0 0 1 � � I � oll� cor 1 I II r =1 iA / RK 81-611 1„ , t KITCHEN REF. WATER INE N PTRY 6� - -- REF j `(V ti° ----- -- ----I WH N •:.;-<: ,.., . ,. :. r : ,: 21_ 11 � 0 3'-11 "" WALL BOARD BOLLARD PER (V ON GARAGE SIDE COMMUNITY Q Lo 2868 SC W/ PROVIDE SPECS. SELF INSULATION AS A 5. CLOSER REQ'D 27'-0" 12'-0" GREAT ROOM 8'-8" CLG 2X4 STUD - WALL & SOFFIT BELOW STAIR W/J" GYP. BD. 7'-9" 4'-4" 8'-0" I I 16R I �p UP LINE OF FLOOR I I I 1 1 ABOVE 6" T' HIJD 3'-0" STORAGE (4)12„ SH O s N , Lo T-' 6'-5" —��% ;'%S t (2)2X4/ -- — - --- - 1-111r �� L L-----� 2 " 2 - W '- CONCRETE - X ST � X<� a N CURB 20'-2" ��N 6,_32„ M 3'-72" BATH °6° 8'-7" ti 2 CAR GARAGE BRK 8'-8" C FOYER Z XFER SHOWE R ,---- 1 . ------------------------------------� 5/8" TYPE "X" ' 1 g ?'� GRILL HEAD & CONTROI CEILING BOARD ��'i gd° ABV. .' EXTRA SUITE BEDROOM \\ 3:i ><:i ENTRY Cli o CV ' • I aiS I 16070 GARAGE DOOR co LINE OF 2'-12" FLOOR ABO E i 10'-6�" CD 2 04 ' `25 SH 1 37"x63" EGRESS 2'-8" ol 16'-0" '_4„ '-4" 3'-11" it8'-8" 5,_4" 20'-0" 00 1 4'-0" 6'-0" 40'-0" FIRST FLOOR PLAN SCALE: 1 /4"=1'-0" LEGEND SYMBOLS BUILDING/WALL SECTION MARKER OINTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE ELEVATION STEP BRKX FLOORING BREAK WALL TYPES 2x WOOD/STEEL FRAMED PARTITION INTERIOR PARTITION w/ INSULATION CMU WALL CMU WALL w/ FURRING & MM INSULATION NOTE: INTERIOR WALLS ARE DRAWN TO ROUGH DIMENSIONS STAIR DIAGRAM N 10" I" r STAIR CALCS. FLOOR TO FLOOR HEIGHT 10'-2 3/4" CONVERTED TO INCHES 122 3/4" TOTAL NUMBER OF RISERS 16 TYP. RISER HEIGHT 7 11/16" TREAD DEPTH 11011 NOSING 1 TYPICAL DOOR PLACEMENT DIAGRAMS ODOORS LOCATED WITHIN A LENGTH OF WALL A ARE TO BE CENTERED UNLESS DIMENSIONED OR NOTED OTHERWISE. DOORS LOCATED ADJACENT TO WALL OINTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL BRACKET SPACED SOLID SURFACE R(� 16" O.C. FOR COUNTERTOP iSVERHANGS GREATER THAN 10" TOP PLATE i'-2~t�nx 2X4 STUD WALL SEE PLANS FOR WALL LAYOUT 1/2" GYP. tBASE CABINET AS BD. PER SHOP DWG3 N WD.BASE MOLDING �I FINISH FLOOR Fr SH F OORIA p r SUBFLOOR Ir p J F W WZ0m wIZO >oCQO W (AVWW Q = W ~d J U) W W n cr co z z co cr- 15 Q Z J W a 2 cc: JUp0Q p=ZLL.W �F-QZp ry 0 � a Q 0 0 U Z O (n U Z o a o Z O w 0 U �" w 0 x z 'Q O E U W 0 N (n hd KKKKK COMMUNITY: UNKS AT cAL SPRINGS PLAN # 6103 RELEASED: 02/04/21 SHEET A I. I DECOF SH 4" WIDE STUCCO BAND (+1) WINDOWSILL DETAIL SCALE:3/4"=1'-0" 22'X34"� SCALE: 3/8"=1'-0" (11 "X17' ) GARAGE HEAD TRIM DETAIL SCALE: 3/4"=1'-0" 22"X34" SCALE: 3/8"=1'-0" ((11 "X17' ) 2'-0" co 21-411 FOAM LOUVER DETAIL SCALE:3/4"=1'-0" 22'X34"� SCALE: 3/8"=1'-0" (11 "X17' ) FIN. FLR. - REAR ELEVATION SCALE: 1 /4"=1'-0" 1'-0" 18" DECORATIVE FOAM SHUTTERS 's ROOF SHINGLES PER COMMUNITY SPECS (TYP.) p 6" FASCIA m C 0 6" WIDE STUCCO BAND (+1) U p 4" WIDE STUCCO BAND (+1) H N_FLOOR - - (2)25 SH � .-i -3050 SH T.O.2ND FL cm 12 5 12 5 1 24"X30" DECORATIVE FOAM LOUVERED DETAIL EEE-E -3050 SH OWN�i ��il ICI ICI ICI _ICI ICI I Ili i�� FRONT ELEVATION SCALE: 1 /4"=1'-0" 16070 GARAGE DOOR ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 5:12 0 co ti 6068 SGD BLDG. HEIGHT 5:12 - - - - - - - - - - - - i 0 12 5 ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 12 FOAM LOUVER 5 12 . 6" FASCIA (TYP.) 5 4" WIDE STUCCO BAND (+1) T.O. WALLi — — — — — — T.O_WINDOWi r 11-0 18" DECORATIVE FOAM SHUTTERS 4" WIDE STUCCO BAND (+1) SECOND FLOOR T.O. MASONRY ' - - 00 r — — — — — — — T.O_WINDOW -7 �T 4" WIDE STUCCO BAND W) _ _ _ FIN. FLOOR GRADE 191 PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH SAND TRIM COLOR FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C 1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C 1063 (CURRENT EDITION) Ir W >-2cr- �001=- >o a0 W�F- Q :D Lu W g J�w Ir IY IY �10E-Z v_OOcn Lu Z Z Z F- Z J CCgQ�- W D_ _ OL FC Z OW U) Z� � n � Q O � Q H 0 z .0.�..yy O U O > 0o w 0 O ma w La CL m< Z w 0 0 x X z LLM O R U W C O4 lz.z < < 4 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: OV04121 SHEET A2. 'I MAD Fl 11 RIGHT ELEVATION SCALE: 1 /4"=1'-0" CCO BAND) LEFT ELEVATION SCALE: 1 /4"=1'-0" PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH A: r..,. .u• t• TRIM COLOR SAND FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C 1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C 1063 (CURRENT EDITION) w W �00E- } >o <0 Wa — IYWo _ W ~ a- W (DW cc Y01—Z 06u-00U) Z Z z ~ Z <2-j w d = IY 2 = Z WO _U) < n n Q o O � �i Q H 0 u 0 Z aQ O O �Q 1--m w 0 I w w w w � A U) mow U) w 0 x z >! U W G 0� E G 11 <01 Z COMMUNITY: LINKS AT L. SPRINGS PLAN # 6103 RELEASED: 02/04/21 SHEET A2*2 LOWER ROOF ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 120 SQ. FT. 1 15 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SQ. IN. / LF. I 18 LF. R806.2:THE MINIMUM NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE VENTED SPACE. UPPER ROOF ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 1611 SQ. FT. 773 SQ. IN. UPPER VENT 40% NET VENT MIN. 309 SO. IN. UPPER VENT 50% NET VENT MAX. 387 SQ. IN. UPPER VENTS REQUIRED 48" TAMCO OFF -RIDGE VENT (138 SI NET FREE) 3 VENTS NET FREE AREA UPPER ROOF VENTING 414 SQ. IN. NET FREE AREA SOFFIT VENTING 414 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SQ. IN. / LF. 63 LF. NOTE: LOCATE RIDGE VENTS 2'-0" OFF ALL HIPS RIDGES OR VALLEYS, MIN., TYP. R806.2:THE MINIMUM NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. UNDERLAYMENT APPLICATIONS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.1.1 FOR ASPHALT SHINGLES REFERENCE TO SECTION R905.2 FOR TILE ROOFING REFERENCE TO SECTION R905.3 ROOF PLAN SCALE: 1/4"=1'-0" D= W } _ CC �001=— } > cr. 0 W=o�- (nUW W W ��>g �I,�cc: zzz�w ���aZ W CL 2 CL _j 0OU �= Z IL c/) �I—QZ� �r cz � �v t Q O O � Q sH 2 O U O z O a O O La O w MMEMO o� m< w O x z >! R U W G U) O� �o wzQaQQ4 COMMUNITY: UNKSATCA SA SPRINGS PLAN # 6103 RELEASED: 02/04/21 SHEET A3. 1 SKIRTBOAF PER SPEC. KNEEWALL DETAIL SCALE: 1 "= V-0" STAIR SECTION SCALE: 1/2"=1'-0" (22"X34") SCALE: 1/4"=1'-0" (11"X17") AT FOOT OF STAIR FEB 032021 W }2ct wz 0 0 1— Wo!LjwC¢O p It —w0 a��� w W J C/) W cr cr- cr. z W zz crga�Z w�=cco- �(npOU �=ZW(n �F—Qz0 ao O O O U 0 O low w � A 0 m w a E "CC U) w 0 x z Z 0 I a U o I I I Z 0 ig F I I I I �z44444 0 i ! ! I t t I ! I COMMUNITY: UNKSATCALUSA SPRINGS E PLAN # 6103 L RELEASED: 02/04/21 i SHEET A4. I z i r n z 5 L u n 1J L 1111>fw .Ll: L:. Gwll,�-Aii11 At AMA ' 11115'iu 1 A-5.1 12 12 5 5 PRE-ENG. ROOF TRUSSES (SEE FRAMING SHEET FOR DETAILS) INSULATION PER ENERGY CALCS. L. BEDROOM 4 HALL ,' i HALL BATH EXTERIOR WALL BATT. INSULATION SEE ENERGY CALCS INSULATION PER ENERGY CALC. TYP. BOTTOM OF LINTEL @ 7'-4" A.F.F. 2 CAR GARAGE , BUILDING SECTION SCALE: 1/4"=1'-0" ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) FLOOR FR ING SEE STRU T11URAL D WINGS KITCHEN CL. ° .7 'Fi_ _ a "II II II 1 II CONCRETE TURNDOWN, SEE STRUCTURAL DRAWINGS, TYP. 2 A-5.1 i 12 12 5 5 � i I' PRE-ENG. ROOF TRUSSES (SEE FRAMING SHEET FOR DETAILS) INSULATION PER ENERGY CALCS. EXTERIOR WALL BATT. INSULATION SEE ENERGY CALCS WIC MECHf, HALL / FLOOR FRAMING ` SEE STRUCTURAL DRAWINGS `. INSULATION PER ENERGY CALC. TYP. 2 CAR GARAGE BUILDING SECTION SCALE: 1 /4"=1'-0" GREAT ROOM CL - T.O. WALL —T.O. WINDOW -SECOND FLOOR T.O. MASONRY -' T.O. WINDOW ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) 2X8 WALL 42" LOW WALL I I: II - CONCRETE TURNDOWN, SEE STRUCTURAL DRAWINGS, TYP. A FIRST FLOOR GRADE - T.O. WALL _T_0_WINDOW CV SECOND FLOOR T.O. MASONRY T.O. WINDOW FIRST FLOOR FEB 0 3 2021 , A P� q .\tip cr W Wz0= O} F— Lu o ao F- ¢�w pW U) W J W Ir cc cc Y 0 F- Z �LLOOc) Z Z Z ~ Z cr. < 2 J Wag=IZ j=ZLLfU �F—Qz0 cz,� ,4 cz cz O �Q H 0 0 0 U z 0 mi 0 Im I� u O 0 w,,..., w a 5: j U) moo w � 0 x z O R U W G cn Ocs � C I rr z <<<j< i I i I I I i COMMUNITY: I SPRINGS ! PLAN # 6103 RELEASED: 02/04/21 SHEET i AS. I I SEE ROOF PLAN INSULATION AS PER SPECS. PRE-ENGINEERED GABLE END ROOF TRUSS - REFER TO STRUCTURALS 1/2" (MIN.) CLG. BD. SOFFIT AT RAKE (BEYOND) REFER TO PLANS FINISH PER PLAN 7/8 STUCCO OVER LATH W/ 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) BENT METAL FLASHING REFER TO "L" FLASHING DETAIL 2X LEDGER BOARD Y(REFER TO ELEV.) 2X ALUM WRAPPED FASCIA BD. w/ALUM DRIP EDGE SOFFIT AS PER SPECS. HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL TYP. HIPPED PENT ROOF DETAIL SCALE: 1/2" = 1'-O" 12 SEE ROOF PLAN INSULATION PER — COMMUNITY SPEC. SEE ENERGY CALCS. 1/2" (MIN.) CLG. BD. WINDOW PER PLAN PROVIDE BATT INSUL. PER ENERGY CALCS. PRE-ENGINEERED FLOOR TRUSSES w/ 3/4" SUBFLOOR SCREWED AND GLUED - REFER TO STRUCTURAL DRAWINGS FOR SIZE AND ORIENTATION 1/2" (MIN.) CLG. BD. DRAFTSTOPPING AS PER R302.12 WHEN CONCEALED SPACE EXCEEDS 1,000SF 1x6 PT DRAPE BLKG ABOVE WINDOWS WINDOW PER PLAN GYP. BD. WINDOW SILL 1/2" GYP. BD. OVER RADIANT BARRIER INSULATION (R-4.1) ATTACHED TO 1x2 PT. FURRING Qa 24" O.C. BASE BOARD 2-STORY - FRAMED WALL ROOF SHINGLES OVER 12 15# ROOFING FELT SEE ROOF PRE-ENGINEERED ROOF PLAN TRUSSES AT TYP. 24" O.C. ROOF SHINGLES OVER BOTTOM CHORD VARIES. REFER 15# ROOFING FELT TO TRUSS MFGR. DRAWINGS. PRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. HURRICANE STRAP EACH END OF TRUSS - REFER TO BOTTOM CHORD VARIES. REFER STRUCTURAL. TO TRUSS MFGR. DRAWINGS. TOP OF C.M.U. i (REFER TO ELEV) HURRICANE STRAP EACH END SEE 2x6 ALUM WRAPPED FASCIA OF TRUSS - REFER TO ELEV. BD. w/ALUM DRIP EDGE. STRUCTURAL. 1/2" (MIN) ______ SOFFIT PER SPECS CLG. BD. ob TOP OF WALL (" TYPE'X' GYP. BD. SEE STRUCTURAL (REFER TO ELEV) TO BE PROVIDED PLAN WHEN LIVING SPACE SEE x6 ALUM WRAPPED FASCIA IS ABOVE GARAGE) ELEV. BD. w/ALUM DRIP EDGE. 8" CMU BLOCK SOFFIT PER SPECS \",—HEADER W/ CEMENTITIOUS FINISH (BEYOND) PER STRUCTURALS EXTERIOR FRAMED WALL EXPANSION JOINT THICKNESS PER PLAN GARAGE SLA;6L DRIVEWAY PER COMMUNITY SEE STRUC SPECS PLANS 0'-0" 7/8 STUCCO OVER LATH W/ 60 MIN. GRADE D PAPER BACKED t4' OPESLOPE - FIN. FL. LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) FOUNDATION WALL SHEATHING PER « PER STRUCTURAL DRAWINGS STRUCTURAL PLANS TOP OF FLOOR WALL SECTION 0 GARAGE DOOR (REFER TO ELEV) MID -WALL WEEP SCALE: 1/2" = 1'-O" SCREED/EXPANSION JOINT TOP OF CMU (REFER TO ELEV.) TOP OF WINDOW (REFER TO ELEV.) SEE STRUCTURAL DRAWINGS PRECAST WIN. SILL 8" CMU BLOCK w/ CEMENTITIOUS FINISH SLOPE GRADE AWAY FROM HOUSE 0'-0" FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. 2-STORY WALL SECTION — SCALE: ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS PROVIDE 2X4— FRAMED ENCLOSURE FOR ELECTRICAL PANEL, FINISH W/ J" GYPSUM BOARD ELECTRIC METER LOCATION - SEE PLANS. VERIFY INSTALLATION IN FIELD FINISH 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. ' GYPSUM - GYPSUM BOARD BOARD Z �31/2" a. J"GYPSUM w GARAGE a BOARD NICHE FOI ELECTRIC PANEL & WIRING N ELECTRICAL M PANEL ELECTRIC PANEL N f° EXTERIOR CMU BLOC WALL iv CONCRETI CONCRETE CURB REFER CURB REF TO PLANS TO PLANS CONCRETE 0 woo; s SLAB ON GRADE :...::::' GRADE AT GARAGE FLOOR ao �a ELECTRICAL PANEL NICHE AT CMU BLOCK WALL ROOF SHINGLES OVER 12 15# ROOFING FELT SEE 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. \AF(REFER TO ELEV.) 1/2" EXTERIOR SOFFIT SEE 2x6 ALUM WRAPPED FASCIA BD. W/ KNOCKDOWN ELEV. BD. w/ALUM DRIP EDGE. PLASTER FINISH SOFFIT PER SPECS SEE STRUCTURAL PLANS 8" CMU BLOCK W/ CEMENTITIOUS FINISH SLOPE GRADE AWAY FROM HOUSE OWN--i. I �H� SLOPE I "FFIN.FL. TYP. CMU COLUMN SCALE: 1/2" = V-O" NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION FOUNDATION PER STRUCTURAL DRAWINGS LANAI/PORCH FEB 0 3 2021 4 A PTA- a ?p o t,: 14 Ir W } _ cc LUz0� �0>.. W¢O p 1— cc: Lu o _ p W J U) W W Ir IY tr Y O F- Z odLLOOU) Z Z Z F-co Z_ Q 2 J W CL _ CL _3cnpOU = Z LL U) �F-QZ� °' cz,cz a O Fa- 0 O U 0 mj j oz.0..yy 0 i wuu a w aU) CL U) N< w 0 x z Z i i i 0 I i i i i z 0 i i i � �z Q 1 aaaaa i c c c t c i c c COMMUNITY: LINKS AT CALUSA SPRINGS E PLAN # 6103 L RELEASED: 02/04/21 i SHEEP A5*2 BARRICADE PLUS WRB (OR APPROVED EQUAL) TYPICAL AT ALL WOOD TO MASONRY TRANSITIONS 2X FRAMING FLOOR SHEATHING PER SPEC. RIM BOARD REFER TO STRUCT DWGS. \ 60 MIN. GRADE D / PAPER —n BACKED I LATH I WALL SHEATHING 7/8" 3-COAT — STUCCO t SHEATHING j FLUSH WITH I� BLOCK WALL j MID -WALL WEEP CREED/EXPANSION I JOINT 6" SELF ADHERED IV FLASHING 5/8" / CEMENTITIOUS— COATING BUILDING FELT ON TOP OF CONC.BLOCK UNDER FLOOR MEMBERS CONCRETE BLOCK MAINTAIN 1/8" GAP BETWEEN SHEATHING AND TOP OF BLOCK WALL I I I I I I I I i I EXPANSION JOINT (EJ) AT FRAME & MASONRY SCALE: 1 /2" = 1'-0" PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH @ 9" O.C. MAX. (VERT.) NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ 8" LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION \�lt4" TO 1/2" GAP MIN,, FASTENERS TO BE SPACED @ 711 ? O.C. MAX. VERTICALLY LATH SHALL NOT BE BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE PER ASTM C1063 7.10.1.4 TYPICAL STUDS TYPE "M" CONTROL JOINT (CJ SCALE: N.T.S. 8" THICK, 3 COAT CEMENT PLASTER 60 MIN. GRADE D PAPER BACKED LATH APPROVED METAL LATH FASTENED @ 7" (VERT.) O.C. MAX. AT SUPPORTS BARRICADE PLUS WRB (OR APPROVED EQUAL) WOOD SHEATHING PROVIDE 2X4 BLOCKING FLAT MAX. 6" TO 8" FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL STUD AVA Ml r%r%lZIAI/1 "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 $" 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 -1/2" ABOVE SHINGLES WRB APPROX. 1 ROOF/WALL SCREED 5X5 WALL FLASHING 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 • L BARRICADE PLUS WRB (OR APPROVED EQUAL) WOOD SHEATHING WOOD CONSTRUCTION 60 MIN. GRADE D PAPER BACKED LATH METAL LATH 8" MID -WALL WEEP SCREED 6" SELF-ADHESIVE FLASHING 8" THICK, 3 COAT CEMENT PLASTER HORIZONTAL WEEP SCREED SCALE: N.T.S. STEP 1 FOLE 0 FOLD INWARD @ PT. A STEP 3 vv FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C FOLD @ STEP 2 45° FOLD INWARD @ PT. A CREASE @ PT. B STEP 4 WATERTIGHT SEAL. FOLD. DO NOT CUT. U U BOTTO�LANGE 3 2021 FOLD INWARD @ PT. A CREASE @ PT. B ,��°'�`�`l+I F�'al/// ` 4 S/< '' CREASE @ PT. C FOLD PT. C OVER PT. B TILL o PT. C TOUCHES BOTTOM FLANGE 'e " '���1111i111 IY w Lu wz0= O } F- >ct<0 w�pF- Q=�w wQ CC J(/)wW n cr o6ZZ�w J � � Q Z wC=crEL- M U) 0 0 5—ZL_(n m P Q z p cz ao 0 0 o Z MCI p t) `0 O Imm" [L a w a w A a c w 0 z z >! o I I I I 0 I I Z Q <1 <1 Q Q I I I I I I I I I I COMMUNITY: SPRINGS PLAN # 6103 RELEASED: 02/04/21 SHEET i Wpm I i WRB INSTALLATION .k SEAL F_DGE OF P.T. WOOL BUCK TO MASONRY FEB 0 3 20b ftrE<< EXTERIOR CMU WALL 1) PROTECTO WRAP LWM200 OR SIMILAR ON WINDOW SILL, JAMBS AND HEAD. APPLY AROUND CORNER AND EXTEND 6" ALL AROUND THE EDGES OF THE WALL PRECAST SILL 2) SET P.T. WOOD BUCK OVER CMU WATERPROOFING IN URETHANE SEALANT. FASTEN PER PRODUCT APPROVALS. 3) APPLY LIQUID WATERPROOFING MEMBRANE OVER THE TOP AND EXTERIOR FACE OF BUCK AND SILL 4) INSTALL WINDOW OR DOOR. FASTEN PER PRODUCT APPROVALS AND SEAL WINDOW OR DOOR FRAME TO P.T. WOOD BUCK AND MASONRY CMU OPENING WATERPROOFING SCALE: N.T.S. • Barricade Flash Right SBS, Window & Door Flashing . Tape • Barricade Sill Corners • Barricade Conform Stretchable Flashing 11 E WOOD OPENING WATERPROOFING. SCALE'. N.T.S. w uj uiz 0 0 } wWz0 > cr < 0 w=o1-- � U w 0 Q = W_ _ � > J Y 0 H z IL00cn z z z ~ Q Q 2i ww=crw Lu _Z J C/) p 0 0 =zL.cn ��¢zo ,4 CZ�� Q N j Q 0 0 0 U � 0 z M N LL "P-0 0 Ln 0 0J (L1-w � w w W W MEEMM CL U) 'Q w 0 z 9 � 0 FR U W 0 Z 04 12 (n A IZIZ 1<1<1<4< COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 02/04/21 SHEET WPo,2 z w 0 z O U z Lu tr H O w z z a O 2 Ir O } z z w U D 0 O cc a- w Ir w m O 0 z w ¢ z 0 z a a- w w Y SCALE: N.T.S. BEDROOM 2 CL ( _ � r ADD BLOCKING � HALL a BATH �+ n i LNDRY IN, N u_ n T CM \ 3 ADD BLOCKING BEDROOM 3 ° OS 3-BULB I WIC Iid�YlE� L HALL CL SD ADD BLOCKING BEDROOM 4 0 FX1 SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4"=1'-0" OWNER'S SUITE ADD BLOCKING 0 LOFT ADD BLOCKING 20 AMP DED. OUTLET FOR HOOD/ OPT. MW w69�� RANGE FIELD VERIFY METER FIRST FLOOR ELECTRICAL PLAN SCALE: 1 /4"=1'-0" 2" PVC CONDUIT 2-2/0 COPPER 1 COPPER OR 2-4/0 ALUMINUM 200 AMP 42 1-3/0 ALUMINUM CIRCUIT P#4 MAIN CIRCUIT COPPER OR ALUM.BREAKER PVC" PVC CONCRETE ENCASED GROUNDED ELECTRODE adz= ELECTRICAL RISER DIAGRAM NOT TO SCALE ELECTRICAL KEY I DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH KEYLESS LIGHT FIXTURE - CEILING MOUNTED LED LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE 06 VAPOR PROOF LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE a EXHAUST FAN p EXHAUST FAN/LIGHT COMBINATION ® CHIMES (OPTIONAL) I7 PUSHBUTTON SWITCH (OPTIONAL) ® COMBINATION SMOKE / CO2 DETECTOR ® SMOKE DETECTOR 14 TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) II ELECTRIC METER .E ELECTRIC PANEL __Ew- DISCONNECT SWITCH dQ 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. 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 IY W �.=IY O O I-- woWC¢O F— cc: wo a. C/) w W YQHZ IL O O c) Z Z ~ Z Z Q -� w CL 2 �- �W 00 =ZIL(!) �F—QZO r` jy cz r` Q o O Fa— 0 0 z u o a �� 00 oj 1*44 U wU V1 O i u I w w� i w cL c M 0�0 j w i u„I o OI jr � z Z O i I c I I a O c c c c c � z 4 F c c in c Z t aaaaa i c F c c L c L lo COMMUNITY: c LINKS AT CALUSA SPRINGS PLAN # 6103 L RELEASED: 02/04/21 SHEET s Elel 5 3 SLAB PENETRATION PLAN SCALE: 1 /4"=1'-0" It W Lu � 0 >- } > oC Q 0 W H cnUWw Q W � J W W D CC °tfZz�W �ga<Z J W CL _ cc CL �v)a00 = z LL H Q z 0 4) cz''14 cz c o n O � a H O O O Z U O o VON � z w O z w(L w (L CL U) w O x Z z 0 L 0 I I 0 �o lzZKaaa< I I I I I I I I COMMUNITY: LI KS A USA SPRINGS PLAN # 6103 RELEASED; 02/04/21 SHEET i P1.1 z w U) z O z w ch z Q 0 ca CD z g w In w MASONRY LINTEL A55EMBL I E5 5EE 50EDULE AND 5PECIFICATION5 FOR ADD'L INFO Lg J4j- MIN. 0)W SE,8 I L4J+� MIN. (U COURSE/BOND I BEAM ABOVE LINTEL i i BEAM ABOVE LINTEL GROUT GROUT Q, PRECAST LINTEL WPRECAST LINTEL W R_ EMBEDDED RE1W. EMBEDDED REINF. MB-1 MB-2 IF I i '+� TOP COURSE, IF 114�+i- TOP COURSE, L4J : : : REOD PER ARCH. i i REOP PER ARCH. -� TOP REIPF. OR COW. GOHT, MID BEAM BOND BEAM REINF. REINF. A5 REGYD 6ROUT GROUTI BOTTOM REIW. WPFB,'AST BOTTOM REW --_a PRECAST LINTEL W REINF.& REIN w/ #--`mot -�--�f BIDED REINF. MB-3 MB-4 MASONRY LINTEL DETAILS REINFORCEMENT MARK DESIGNATION TOP BOTTOM 5HEAR REINFORGEMENT MB-I 8P8-OB/OT ---- ---- M5-2 8F8-8/0T ----- (1) #5 MB-3 8FI6-I5/IT (1) #5 (1) #5 M5-4 8RFI4-15 ----- ---- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S CONCRETE. NOTES: I. ALL LINTELS K/ 5PAN5 GREATER THAN 14'-O" 5HALL BE PRE5TRE55E1?. 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 REINFORCEMENT 5HALL BE GRADE 60, f y=60 k51 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE5I67N. 7. ALL LINTELS ARE TO BE LOCATED DIREGTLY ABOVE THE OPENING BELOW SHEET L 1ST INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 5TRUGTURAL NOTES F-1.0 5LAB PLAN F-2.0 BLOCK PLAN 5-1.2 2ND FLOOR FRAMING PLAN 5-1.3 ROOF FRAMING PLAN 50-1 FOUNDATION DETAILS 50-2 STRUCTURAL DETAILS 50-3 STRUCTURAL DETAILS P555-1 STRUCTURAL DETAILS 6ENERAL STRUCTURAL NOTES FOUNDATION • DESIGN 15 BASED ON 7th EDITION (2020) FLORIDA BUILDING CODE. • FOOTING DESIGN - THESE FOOTINGS HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 P5F. • ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT W/ CONCRETE OR MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALLS TO 5LAB WITHY4" DIA. x 23/4" LONG TAPGON5 o 32" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORRO51ON-RE515TANCE COMPATIBILITY OF HARDWARE $ FA5TENER5 IN CONTACT w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • GONGRETE DE516N BASED ON AGI 318. GONGRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE55IVE 5TRENGTH5 IN 28 DAYS, U.N.O.: f'c = 2,500 p51........ FOOTINGS 2,500 psi:....... 5LAB5 ON GRADE (INTERIOR $ EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXP05ED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 7% AIR ENTRAINMENT. • ALL FOOTINGS 5HALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTIN65 AND 5LA55 ON GRADE SHALL BEAR ON VIRGIN 501L OR q5% COMPACTED FILL. • MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. • GROUT SHALL BE A5TM G416 F'c=3000 P51 w/ MAX %" AGGREGATE • GONGRETE MASONRY UNITS SHALL BE A5TM GOO WITH A MINIMUM GOMPRE551VE 5TREN6TH OF Ig00 P51 (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G270, TYPE 5. GMU DE51 GN BASED ON AGI 530/530.1 • REINFORCED GMU GORES (AS INDICATED ON PLAN) SHALL ED BE REINFORGED w/ (1) #5 BAR VERTIGAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP 5PLIGE WITH FOOTING DOWEL. • GROUT SOLID ALL REINFORCED GMU GELL5 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 50LID ON EACH 51DE OF ALL MASONRY OPENIN65 AND AT ALL WALL CORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE GENTER OF THE MA50NRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR WALL5. (AS SHOWN ON PLANS) • ROUGH OPENINC75 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF 5LAB E06E5, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. EXACT LOCATIONS PER BUILDER. • SAW GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH OF THE SLAB (I" FOR A 4" 5LAB) • JOINTS SHALL BE LOCATED 0 12-0" O.G. (REGOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE A5 GL05E TO SQUARES A5 P05516LE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SPEOFICATIONS (TYP. U.N.O.) DESCRIPTION OF BLDG. ELEMENT 3"x0.131" NAILS 3"4.120" NAILS JOIST TO SOLE PLATE (3) TOENAILS (3) TOENAIL5* 50LE PLATE TO J015T/13LK'6. (3) NAILS ® 4" o.c. (3) NAILS o 4" O.C. STUD TO 50LE PLATE 2 TOENAILS (3) TOENAILS* TOP OR 50LE PLATE TO STUD 2 NAIL5 3 NAILS RIM TO TOP PLATE TOENAILS a 8" o.c. TOENAILS o 6" o.c.* BLK'G. BTWN. JOI5T5 TO TOP PL. (3) TOENAILS (5) TOENAIL5* DOUBLE STUD NAILS 0 24" o.c. NAILS o 16" o.c. DOUBLE TOP PLATE NAILS 0 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE LAP 5PLIGE q NAILS IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP o CORNERS INTERSECTING WALLS (2) NAILS (2) NAILS * 2Y2"xO.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"x0.120", SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE ARE SHOWN) TH15 MODEL HAS BEEN DE516NED IN AGGORDANGE WITH THE Ith EDITION (2020) FLORIDA BU I LD I N6 GODE (5EGT1 ON 160q) LATERAL DE516N REQUIREMENT5 FOR THE FOLLOWING WIND SPEED $ EXP05URE ONLY: 140 MPH EXP. B WIND I MPORTANGE FAGTOR = 1.0 INTERNAL PRESSURE GOEFF I G I ENT = ENGLOSED, +/- 0.18 ANY WIND 5PEED/EXP05URE NOT L15TED HERE REQUIRES, FORMAL EVALUATION 4 APPROVAL FROM M+K 5TRUGTURAL EN61 NEERI N6. EXTERIOR 4 SHEAR AALL SHEATH I N6 SPEC I F I CAT I ON5 INDIGATE5 LOCATION AND EXTENT OF 5HEARWALL INHIGH REQUIRES SHEATHING AND/ OR FASTENING 51PEGIFIGATION5 BEYOND THAT OF 5TNORD GON5TRUGTION 5YMB0L SHEAR PANEL 5PEG. 15/52" PLYWOOD OR 05B FASTENED W/ PI 21/211x0.131 " NAIL5 © 6" o.G. ALONG PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. 15/32" PLYWOOD OR 05E3 FASTENED W/ P3 21211x0.131" NAILS @ 3" o.G. ALON6 PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALLS w/ 15/32" PLYWOOD OR 055 FASTENED w/ 2 "xO.131" NAILS ® 6" O.G. AT ALL PANEL EDGES AND ® 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL EDGES SHALL OGGUR OVER FRAMING OR 2X BLOCKING SHALL BE PROVIDED TO SUPPORT PANEL EDGE AND FASTENING 2. ALL 5TRUGTURAL 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/ 5'2"xO.131" NAILS ® 16"o.c. USE (8) 5'2"x0.131" NAILS ® EA. LAP SPLICE. (TYP. U.N.o) 4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENINGS. 5. SEE ARCHITECTURAL DRAWIN65 FOR ADD'L WALL GON5TRUGTION REQUIREMENTS. 6. ALL EXTERIOR WALLS ARE CONSIDERED 5HEARWALL5. 7. 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 5HEATHIN6 PANELS TO MEET U.5. PRODUCT STANDARD P51 OR P52, OR APA PRP-105 WITH N6 SPAN RATING (MAX) 10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE ARCHITECTURAL PLANS, THE 5HEATHIN6 USED IN THE -FIRE RATED A55EMBLIE5 SHALL BE NOMINAL 4/2" THIGK, APA RATED 5HEATHIN5 PW6 EXPOSURE 1 055 OR PLYWOOD PEI AGGORDANGE WITH THE UL DESIGNS 5PEGIFIED. Window i$ Door Allowable Wind Pre55ure5 140 MPH Wind Zone Ex o5ure B OPENING 51ZE INTERIOR ZONES END ZONES® 8' Garage Door +18.5 P5F/-20.q P5F +18.5 P5F/-20.q FSF I6Garage Door +17.7 P5F/-Iq.7 FSF +17.7 P5F/-Iq.7 P5F 10 SOFT. +21.2 P5F/-22.q P5F +21.4 P5F/-28.3 1:15F 20 SOFT. +20.2 1:75F/-22.0 P5F +20.2 P5F/-26.4 P5F 50 SOFT. +Iq.O P5F/-20.8 P5F +Iq.O P5F/-23.q P5F 100 SOFT. +18.0 P5F/-Iq.8 P5F +16.0 P5F/-22.0 P5F 500 SOFT. +15.8 P5F/-17.6 P5F +15.8 P5F/-17.6 P5F (DEnd Zone is defined as the smaller of 10% of least horiz. dim. or 40% of mean roof height. NOTE: Pre55ures charted here are allowable pressures and have been reduced per A5GE 7-16 section 2.4.1 from ultimate pressures. Divide allowable pressures above by a factor Of 0.6 to obtain ultimate pressures. ROOF FRAMING • 5EE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS CONNECTORS. • ROOF SHEATHING SHALL BE 7/16" MIN. O5B/PLYWOOD 5HEATHING 24r(b, EXP05URE 1. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 %3"0.113" RING SHANK NAILS (R5R5-01 OR EQUIV.) o 6" O.G. AT PANEL EDGES 4 ® 6" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END t DRAG TRUSSES w/ RING SHANK NAILS 0 3" O.G. (U.N.0). PROVIDE BLOCKING ALONG PANEL EDGES AT FIRST 2 TRUSS BAYS FROM GABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGES. • ROOF SHEATHING FOR MAIN ROOF TRU55E5 SHALL EXTEND GONTINUOU5LY UNDER ALL OVERFRAMING. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW w/ 51MP50N VTGR GLIP5 a 24" O.G. • ALL METAL HANGER5 SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWI5E NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER WTGA 4 TPI'S BG51 I GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING $ BRACING OF METAL PLATE CONNECTED WOOD TRU55E5." • ROOF TRU55 SHOP DW65. SHALL BE 50BMITTED TO ARCH 4 ENG. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH $ SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"0.131" NAILS o 16" O.G. UPLIFT CONNECTORS BEARING CONDITION TRUSS CONNECTOR LENGTH < 15' 51MP50N H2.5T SINGLE ROOF TRU55 BEARING ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF GIRDER TRU55 BEARING ON ALL SIMP50N HT520 WOOD STUD WALL/WOOD BEAM SINGLE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL ROOF G.T., FLUSH BEAM OR FLUSH G.T. BRG. ON GMU WALL ALL (2) SIMPSON HETAI6 ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR AS L15TED ABOVE. IT 15 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 TRUSS GON5TRUGTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-7-16. ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWING SHALL SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT GONNEGTOR SPECIFICATIONS AND LOADS 5HOWN ON THE SHOP CARDS. LEGEND • ® INTERIOR BEARING WALL • _ _ _ _ = BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL • 1: : : : : * : ': : I EXTENT OF OVERFRAMING L•L___J *--- _ -- -INDICATES I/8"A" 5AW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE 50LID BLOCKING UNDER P05T OR JAMB ABOVE. 6ENERAL STRUCTURAL NOTES • DESIGN 15 BASED ON 7th EDITION (2020) FLORIDA BUILDING GORE. • WOOD FRAME ENGINEERING 15 BASED ON NOS, "NATIONAL DE516N 5PEGIFIGA.TION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DESIGN LOADS: 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 ® 5LEEPIN6 AREAS 50 P5F @ GARAGE = 200 # POINT LOAD ® 6UARD5/HANDRAIL5 = 50 P5F ® GUARD IN -FILL COMPONENTS DEAD = 10 P5F (20 P5F TOTAL @ TILE) WIND ULTIMATE WIND SPEED $ EXPOSURE AS L15TED R15K CATEGORY II 6ENERAL FRAMIN6 • EXTERIOR WOOD STUD BEARING WALL5 5HALL BE 2x 5PF#2 OR 5YP#2 o 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 o 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x STUD' GRADE MEMBERS 5PAGED o 16" O.G. (MAX.). • ALL NON -BEARING INTERIOR STUD WALLS SHALL BE CONSTRUCTED WITH 2x 'STUD' GRADE MEMBERS 5PAGED ® 24" O.G. (MAX). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD $ (1)2x KING STUD, MINIMUM. - THE NUMBER OF 5TUD5 5PEGIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK 5TU05 REQUIRED, U.N.O.. • ALL HEADERS, BEAMS 4 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/ 3-ROW5 OF 3"4.131" NAILS o 12" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROWS OF NAILS FOR 2x6 4 2x8 MEMBERS. • FACE NAIL BUILT UP 2x P05T5 W/ 3"x0.131" NAILS a 16" O.G. STAGGERED, APPLY NAILING FROM BOTH FACES o 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • 5HEATH ALL WOOD FRAMED EXTERIOR WALLS w/ 1/16" 056 FASTENED w/ 2Y2"x0.131" 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 P05T5 CONTINUOUS TO FOUNDATION/BEARING. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10" 6 psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.OXIOA6 psi . FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OF 311xO.131" NAILS ® 8" O/G OR 2 ROW5 Y4"x3Y2" 5IMP50N 505 5GREW5 (OR 3V2" TRU55LOK 5GREW5) o 16" 0/6. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/56REW5 2" FROM EDGE. 50LID 3 Y2" OR 5 Y4" BEAMS ARE ACCEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 4 2x8 MEMBERS. . FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROWS OFY4"xb" 51MP50N 505 5GREW5 (OR 6 3/4" TRU55LOK 5GREW5) ® 16" 0/6. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES (ONE SIDE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM SGREW5 2" FROM EDGE. A 50LID 7" BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL 5TUD5 IN CONTACT w/ GMU WALLS SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LONG TAPGON5 ® 24" O.G. FLOOR FRAM I N6 • I-J015T5/TRU55E5 SHALL BE DE5I6NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HANGERS SHALL BE SPECIFIED BY I -JOIST /TRU55 MANUFACTURER, UNLE55 OTHERN15E NOTED. • I-JO15TM55 SHOP DWG5. SHALL BE SUBMITTED TO ARCH. 4 ENG. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY • FLOOR SHEATHING SHALL BE 23/32" CONFORMING TO P52-04, 24" O.G., EXPOSURE I, TONGUE AND GROOVE ED6E5, FASTEN SHEATHING TO FRAMING MEMBERS W/ GLUE AND 3"x0.131" NAILS 6" O.G. AT PANEL EDGES 4 12" O.G. AT INTERMEDIATE SUPPORTS. TYPICAL STAIR CON5TRUGTION NOTE5 • (3) SINGLE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR LANDING, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM w/ (1) 51MP50N A35 CLIP AT EACH STRINGER. • FASTEN 2x6 P.T. PLATE TO CONCRETE 5LAB w/ (3) %," DIA. x 3 Y2" LONG TAPGON5. • FASTEN END STRINGERS TO ADJACENT WALLS w/ (2) 3"4.131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE 5/4" FLOOR DEGKING ON R15ER5 AND I" FLOOR DECKING ON TREADS. 9 SEE STAIR FRAMING SECTION FOR MORE INFO. seal: r • , . r ATE F •:t: © copiWtUO�i`�- V4w14q?I%� ring, Inc. az m z _J W UJI z Z z W Q Z �= WOC OC JH z W y W di CC IV IV a = M&K project number: 068-2001 1 project mgr: drawn by: issue date: JSB MJT 01 -2 6-21 REVISIONS: date: initial: sheet: in a J W 0 0 0 2 z Q } < Q 0 J LL _z Ix IL W W J r:Q V Oz J J SM0.0 seal: • ® INTERIOR BEARING WALLIF M • _ _ _ BEARING WALL ABOVE c� • BEAM / HEADER l i s 0� ePTtt." °. 40 I'-4" 12'-0" 16'-61 m m LOCATION AND EXTENT OF 5HEARWALL © copyright: MULHEf�/dl�lhpl IE Structural Engineering, Inc. EXTENT OF OVERFRAMING L___'J C_7 Z -g Q f PATIO SLAB: -- — ——INDIGATES I/8"xl" 5AW GUT GONTROL JOINT °C w W N 12" WIDE GONG. I \ I 3 Y2" GONG. SLAB ON INDIGATE5 LOCATION OF REINFORGED GMU GORE 7M 5? ED TURNDOWN EXTENDED I I GRADE (2500 P51 (SEE NOTES) Z a MIN. 12" BELOW GRADE I N MIN) w/ 6x6-WI.4xWl.4 - J L METAL HANGER � J 1 o I w I MESH OR FIBER MESH o _ ON g5ib COMPACTED — INDIGATE5 P05T ABOVE. PROVIDE 50LID E BLOCKING UNDER P05T OR JAMB ABOVE. z A a Cx FILL OR VIRGIN SOIL. C.' mt tM HVAG 2 I q c W y Sfi UNIT 5D-I 5D-I SD-1 I REFER TO 5-O.O FOR TYPIGAL m 3 Y2 STEP STRUGTURAL NOTES SGHDULS a ' E __ mi Z o 1 W e 14'-0" 6'-2" + Iq'-10" g y m W gc C CONCRETE SLAB: ch a 3 Y2" GONG. SLAB ON + 6RADE (2500 P51 MIN.) w/ 5.6.D. REGE55 PER 6x6-W1.4xW1.4 MESH OR MANUFACTURERS FIBER MESH OVER 6 MIL. INSTRUGTION m ' POLY ON q5% GOMPAGTED + FILL OR VIR61N SOIL. M&K project number: NOTE: REFER TO BLOCK p I 2 I PLAN FOR ALL DOWEL 2 0 6 8-22 001 1 5D-I I LOCATION DIMENSIONS. + I V-1 12'-q 1/2" I 7'-10 1/2" 11'-4 1/2" I'-0" 6'-11 1/2" project mgr: JSB I drawn by: MJT — — —3 Y2" STEP + ��— z — — o issue date: 01.2 6.2 `I o , I + iavo REVISIONS: L — — — —3Y2 STEP r- 4 Q� I 124"x24"xl2" PLAIN S "x16" THICKENED I date: initial: I i 5D-I I I GONG. FT6. SLAB UNDER 10 I 4 + I I BEARING WALL 5D-I o V I I(TYP.) (TYP.) I 4 I I 0 — — — — — — GARAGE SLAB: SD- I I ��_____ __________ ___ ___ + 3 Y2" GONG. 5LAB ON 6RADE 3 Y2" STEP L� � -' (2500 PSI MIN.) W 6x6-W1.4xW1.4 MESH OR FIBER MESH OVER 6 I \ 6'-2 3/4" + 13'-1 1/4" I �� MIL. POLY ON q5% GOMPAGTED I FILL OR VIRC71N SOIL.Cz SD -I I I I I N I I + w I 3 Y2 l' STEP +� s l I I + 5D-1 I I I 6 I I • • • • — I cSJ I Q I I � 24"x24"xl2" PLAIN r, 3 L — — — — ----� 0 N 5D-I GONG. FT6. w/ TOP OF ' SD -I LL FT6. 12" BELOW TOP OF — HOUSE SLAB (TYP. OF 2) 2 ,...� 2'-8" 16'-0" 2'-L 5D-1 0 21'-4" 4'-8" 14'-0" Q Z 40'- 0 (L (n z (n LLJ � n 0 d (L U SLA512LAN co z SCALE: I/4"=1'-0" (22x34 SHEET) x SCALE: 1/0"=1'-O" (110 SHEET) 0 (1 '—• J J sheet: Fom 1 .0 c 1 d '1 1 31-211 1. 4'-1011 110 / 1-211 11-1011 i i r LEGEND • m _ = = = BEARING WALL ABOVE • BEAM / HEADER 0 � � M LOCATION AND EXTENT OF 5HEARWALL EXTENT OF OVERFRAMIN6 L•ii—'J 0 — — —INDIGATE5 I/6"A" 5AW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE El (5EE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 501-I0 BLOCKING UNDER P05T OR JAMB ABOVE. MASONR'' LINTEL DETAILS REINFORCEMENT MARK DE516NATION TOP BOTTOM 5HEAR REINFORCEMENT MB-1 8F8-0B/0T ---- ---- MB-2 SFb-IB/OT ----- (1) #5 MB-3 W16-I13/IT (1) #5 (1) #5 M5-4 8RF14-IB --- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T CO., AND LOTT'S CONCRETE. NOTES: I. ALL LINTEL.5 w/ 5PAN5 GREATER THAN 14'-0" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REQURIED. 3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. Do NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORGEMENT SHALL BE GRADE bo, fy=bo ksl 6. ALL LINTEL5 SPECIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTEL5 ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW MASONRY LINTEL ASSEMBLIES 5EE 5GHEOULE AND 5PEGIFIGATIONS FOR ADM INFO MIN. 0) COIRSPJBOPID I 1— MIN. (000URSFJBOt� L4J I BEAM ABOVE LINTEL I L4J i BEAM ABOVE LINTEL GROUT 6ROUT BOTTOM REINF. l p. l PRECAST LINTEL W/ l p. I PRECAST LINTEL W ^ --`�� EMBEDDED REINF. f-'�fi B EEDDED FEW. MB-1 MB-2 TOP COURSE, IF I++— TOP COURSE, IF 1 LQJ 1 m � I LQJ i 'D I 1 REQ'D PER ARCH. REQPER ARCH. TOP REW OR CONT. GONT. BOND BEAM BOND BEAM REIN. REIW* A5 REoD 6ROUT i 6ROUT BOTTOM REW BOTTOM REW WPRECAST LINTEL W/ I a• I PRECAST LIRE w/ �--a- Dwoom REINF. '--`�� ENDED REINF. MB-3 N MB-4 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 8 SCHEDULES seal:00, E F /, " e✓ a .ti'': °> , a '��`b�° © copyright 44,i = s Structural Engineering, Inc. oCD Z JLU w W z N c� cr) z r- W J d CID Q °C H 0 � E C..) 'r �4 Uj E a z a .J W N Y y W m` c N C. CY) O. M&K project number: 068-2001 1 project mgr: J S B drawn by: MJT issue date: 0 1 -2 6-2 1 REVISIONS: ■ date: initial: ■ d O 0 J LL V V I —f _. V �. 40'-0" w Z 0 x °- d BLOCK PLAN W ] SCALE: 1/4"=1'-O" (22x34 SHEET) a 0 J 'Q SCALE: 1/6"=1'-O" (Ilxl1 SHEET) > 0 Z �--.� J J sheet: Fllo2.0 seal: Vi=,LV I AWAi nQnPPFn RFAMC�. >6ER FASTENED wl (2) Y4" DIA. x 6 TITEN 2 ® 161, O.G. LE6END • = _ _ _ = BEARING WALL ABOVE • BEAM / HEADER • M � M LOCATION AND EXTENT OF SHEARHALL EXTENT OF OVERFRAMING 9— — —° —INDICATES I/8"A" 5AW GUT CONTROL JOINT INDIGATES LOCATION OF REINFORCED GMU GORE El (5EE NOTES) J L METAL HANGER INDIGATES P05T ABOVE. PROVIDE SOLID BLOGKING UNDER P05T OR JAMB ABOVE. HOLDOJAN / STRAP 50HEDULE SYMBOL 5PEGIFIGATION FASTEN BUILT-UP P05T5 SUPPORTING ROOF G.T. TO GMU WALL w/ (1) 51MP50N M5TGM40 STRAP W (12) Y4" 5T-1 DIA x V4" LONG TAPGONS INTO GMU. DE51GN AGGOUNTS FOR REDUCED STRAP GAP. FOR SHORTER TAPGONS. (U5E ONE STRAP TOTAL PER BUILT—UP P05T, U.N.O.) ROOF FRAMING • 5EE ROOF TRU55 UPLIFT CONNECTOR SGHEDULE FOR ALL ROOF TRU55 GONNEGTORS. • ROOF 5HEATHING SHALL BE 1/16" MIN. 055/PLYHOOD 5HEATHING 244e,, EXP05URE I. FASTEN 5HEATHING TO ROOF MEMBERS w/ 2 3/e,"4.113" RING SHANK NAILS (R5R5-01 OR EG2UIV) ® 6" O.G. AT PANEL E067E5 $ ® 6" O.G. IN FIELD. FASTEN 5HEATHING TO GABLE END $ DRAG TRU55E5 w/ RING SHANK NAILS ® 3" O.G. (U.N.0). PROVIDE BLOGKING ALONG PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE GLIPS ALONG UNSUPPORTED EDGE5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND GONTINUOUSLY UNDER ALL OVERFRAMING. • TRU55 ALL VALLEY 5ET5. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR GLIPS ® 24" O.G. • ALL METAL HANGERS SHALL BE SPEGIFIED BY THE TR55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER NTGA $ TPI'S BG51 I GUIDE TO GOOD PRAGTIGE FOR HANDLING, INSTALLING $ BRAGING OF METAL PLATE CONNECTED HOOD TRU55E5." • ROOF TRU55 SHOP I)Pg65. SHALL BE SUBMITTED TO ARCH $ ENG. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH $ SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"x0.131" NAILS A 16" O.G. UPL I PT CONNECTORS BEARING CONDITION TRUTH CONNECTOR < 15' SIMPSON H2.5T SINGLE ROOF TRU55 BEARING ON > 15' 5IMP50N HIOA WOOD STUD WALLAVOOD BEAM ROOF GIRDER TRU55 BEARING ON V4000 STUD WALLAWOOD BEAM ALL 51MP50N HT520 5M6LE ROOF TRU55 OR PORGH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL ROOF G.T., FLUSH BEAM OR ALL (2) 51MP50N HETAI6 FLU5H G.T. BRG. ON GMU WALL ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR A5 L15TED ABOVE. IT 15 THE RE5PON51BILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT GONNEGTORS PER SEGTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED HOOD I RU55 GONSTRUGTION". M$K HA5 ENGINEERED ALL ROOF TR65 UPLIFT GONNEGTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A9CE-1-16. ALL UPLIFT GONNEGTORS AND LOADS PER TH15 ORANING 5HALL SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR SPEGIFIGATIONS AND LOADS SHONN ON THE SHOP GARDS. REFER TO 5-0.0 FOR TYPICAL STRUGTURAL NOTES ff SCHEDULES © copyright structural Engineering, Inc. z J� w w z z z w J Q Z 1i U W� J1- z W y W C 7 M&K project number: a -1 068-2001 1 project mgr: J S B drawn by: MJT issue date: 01-2 6-21 REVISIONS: date: initial: Cz q) CU C I j I I I I I I I j ,IL- 3/4" 1 1-PLY 1 x T�\ 16" LVL FLUSH r5aI� 0 106 V-2 lL 5T-I 5D-2 - ----- I J (n UJ � Q z �-20 (L 3 5D-LL � d 0 w J 0 0 < U ,--i U. 2ND FLOOR �RA1,IN6 PLAN Q z r-S d SCALE: 1/4"=1'-0" (22x84 SHEET) WALE: 1/6"=1'-0" (IlxI 15HEET) 3 Z Z � 0 `~ J sheet: SmI.2 Q 0 i 1— N LU LL 0 LEGEND • ® INTERIOR BEARING HALL • c = _ = c BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF SHEARHALL • I: : I EXTENT OF OVERFRAMIN6 •— - -°- ----'INDICATES 1/8"xl" SAN GUT CONTROL JOINT INDIGATES LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HANGER INDIGATES P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. ROOF FRAMING • SEE ROOF TRU55 UPLIFT GONNEGTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 0513/PLYN000 SHEATHING 24/16, EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/a"4.113" RING SHANK NAILS (R5R5-01 OR EQUIV.) ® 6" O.G. AT PANEL ED6E5 $ ® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRA6 TRUSSES w/ RING SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALONG PANEL E06E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED ED6E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 51MP50N MR GLIPS 9 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLESS OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER NTGA 4 TPI'S BG51 I GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING 8 BRAGIN6 OF METAL PLATE CONNECTED NOOD TRUSSES." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. • SUPPORT PORCH $ SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER FASTENED TO FRAMING N/(2) 3"4.131" NAILS A 16" O.G. UPL I IT CONNECTORS BEARING CONDITION �N TH CONNECTOR < 15' 51MP50N H2.5T SINGLE ROOF TRU55 BEARING ON > 15' 5IMP50N HIOA WOOD STUD NALL/HOOD BEAM ROOF 61RDER TRU55 BEARING ON ALL 51MP50N HT520 HOOD STUD NALL/NOOD BEAM 5iN6LE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU HALL ROOF G.T., FLUSH BEAM OR FLUSH 6.T. 13R6. ON GMU HALL ALL (2) 51MP50N HETAI6 ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED KITH CONNECTOR A5 L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE51614 THE UPLIFT GONNEGTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION". M4K HAS ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTORS IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT CONNECTORS AND LOADS PER THIS DRAWING SHALL SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT GONNEGTOR SPEGIFIGATIONS AND LOADS SHONN ON THE SHOP CARDS. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES S SGHEDULES seal: I T �-7-F CpR1f5,�� : � i1 t!t GG © copyright : MULHERN & KULk4 $ Structural Engineering, Inc. 0 CD z JW LU z z z w J Z= U WW oc JP Z W C M&K project number: 068-2001 1 project mgr: J S B drawn by: MJT issue date: 01 -2 6-21 REVISIONS: date: initial: Cz ca 'Q Q z 0 J LL, CL L O T� Q Z V � z 0 11 U) d W D R00� SRAM I NG PLAN J SCALE: 1/4"= I'—O" (2244 SHEET) LL 0 SCALE: I/8"=1'-0" (IlxI 1 SHEET) I F- L z < 0 �U) 0 > 0z x � JJ sheet: Sm 1.3 FILLED CELLS (5EE PLAN) vnr�r�v� TOP VIEW ®CORNER F COW, OR PAVER DRIVEWAY 6ARA6E WALL BEYOND m �4: GARAGE SLAB (SEE PLAN) L I I—III—i 1I— I6"x8" THICKEN EDGE W/ (2) #5 GONT. THICKENED EDGE 6ARA6E DOOR DETAIL Wat 8" GMU BLOCK (1) #5 VERT. FROM FT6.- TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT GELL -1 I I —I o Y ' ;Illlim w GARAGE SLAB F(5EE PLAW A ° A. d I —I I I —I I I —I I F MI I I —I I Ml 1I- 1I- I-I #5 DOWEL I^V 6' HOOK AT (I i—III—I ALL VERT. WALL REINF. _ III=I I III=III -I , 1' (5EE PLANS FOR LOCATION) -- GLEAN COMPACTED FILL o 95% I'-p° MONOLITHIC FOUNDATION STANDARD DENSITY MIN W/ (2) #5 GONT. ON GHAIR5 WHERE 2ND STORY WALL 0CCUR5 DIRECTLY ABOVE THE 8' CM WALL 5HOWN, FTC. 5HALL BE 1'-4" WIDE w/ (2) #5 BAR5 GJA! 61 CURB DETJA I L � scA�e= � 8" GMU BLOCK--, BEYOND EXTERIOR DOOR— MTL. THRESHOLD SET IN SEALANT PORGH/PATIO/LANAI 5LA13 OR PAVERS (SEE PLANS) a R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) v m� MONOLITHIC GLEAN GOMPAGTED-j FOUNDATION W/ (2) #5 FILL o Q5% STANDARD 1'-0° GONT. ON CHAIRS DENSITY AND TERMITE MIN. TREATED WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8' GMU WALL SHOWN, FT6.5HALL BE 1'-4" WIDE W (2) #5 BARS EXTERIOR OUT5W1 NG 4 56D POURED SILLS DETAIL 8" GMU BLOCK (1) #5 VERT. FROM FTC. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL SOLID z VIAL o '=11111111 d .. ° d er=11: _- e e R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOU5E SLAB (SEE PLAN) 1) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. =1=1 17 (5EE PLANS FOR LO( ATION) I I-1 I I I I II I IIl l I ' GLEAN COMPACTED I I III i - i 11— — FILL o c15% MONOLITHIC FOUNDATION STANDARD DEN5ITY I-0 W/ (2) #5 CONT. ON CHAIRS MIN. WHERE 2ND STORY WALL OCCUR5 DIRECTLY ABOVE THE 8" CMU WALL 5HOWN, FT6. SHALL BE 1'-4" WIDE W (2) #5 BARS r-OOTI NG SECTION W/ BLOCK DETAIL W&M. NM 8 GMU BLOCK R4.1 FI-FOIL OR EQUAL BEYOND OVER 3/4' FURR STRIPS EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD HOUSE 5LA5 SET IN SEALANT (SEE PLAN) PAVERS (5EE PLANS) e d � ICI —ICI ICI—I�I�, III111- 1=III III —III —III —III- I_III—I I I —III —III —III I- -III I —I I " °III —III —III ' I —I m III I I d I —I 1 I-111= II II — II1-1I1- - II—III=III=III=II—''' MONOLITHIC GLEAN COMPACTED FOUNDATION W/ (2) #5 FILL o 95% STANDARD I'-O': GONT. ON CHAIRS DEN5ITY AND TERMITE MIN. TREATED WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8' GMU WALL 5HOWN, FTC. 5HALL BE 1'-4" WIDE w/ (2) #5 BAR5 ENTRY DOOR DETAIL 6 WALI: W6 y2"Px6" LONG PRE55LRE 51MP50N TITEN HD TREATED BOTTOM 5GREW5 o 4'-0" O.G. PLATE AND 12" MAX FROM END OF WALL 411 . e.d A41 a =111=1I1=i I1=1I1—=1II-1II-1II-1II-1 1'-4" UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. WALL WHICH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. -PATIO/PORCH/LANAI 5LA13 / (5EE PLAN) e. 8"x8" THICKENED - SLAB W/ (1) #5 GONT. THICKENED EDGE DETAIL 3 WAO: � 8" GMU BLOCK (1) #5 VERT. FROM FT6.1 BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" GROUT GELI 50LID PORGH/PATIO/L.ANAI SLAB OR PAVERS (5EE PLAN) EXP JOINT m ea a a. i0m II `d IIIIII I1111 d R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR 5TRIP5 -PER BUILDER HOUSE SLAB (SEE PLAN) 1= 1) #5 DOWEL W/ 6" HOOK AT III=11 �- ALL VERT. WALL REINF. ' I III=1 11=1 11=1 I III- (5EE PLANS FOR LOCATION) 71 11 111-111=111 , .I GLEAN GOMPACTED ' i—I I -III - FILL o 95% MONOLITHIC FOUNDATION STANDARD DEN5ITY I _0�� W/ (2) #5 GONT. ON MIN. CHAIRS WHERE 2ND STORY WALL OGGUR5 DIRECTLY ABOVE THE 8" CMU WALL 5HOWN, FTC. 5HALL BE 1'-4' WIDE W (2) #5 BARS EXTERIOR HALL ® PORCH/PATIO/LANAI DETAIL Wal M Y2" GYP. BD. EA. 51DE OF 2x45 o 16" O.G. Y2" J-BOLTS 6" FROM EA. END OF WALL AND 5PAGE o 32" O.G. 2" (6" MIN. EMBED) STUD PLATE TIES PER } PT BOT. PLAN o STUD TOP 4 PLT. L OT. d A s.' e ' ..a °e e ° (2) #5 5 GONT. W/ „ 3" MIN. CLEAR 8 8 UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. WALL WHICH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. 67ARJ4GE STEP DOWN DETAIL WAl.e: MS 8" GMU (1) #5 VERT. FROM FTC. TO — BOND BEAM. LAP W/ FOUNDATION DOWEL MIN. 30" GROUT GELL 50LID z_T�T L dJ RADE ' III=11 �=1 I I=111= R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) .d .. d . I I... III... III... =1 I 1=III Nffl,��kz II'11=1 I IQ' I I IIIII-' GLEAN GOMPAGTED I I=1 I I,,-11 1111 FILL o 15% 1'-O" STANDARD DEN5ITY MIN. WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8' GMU WALL 5HOWN, FTC. SHALL BE 1'-4" WIDE W (2) #5 BARS oil J45E DETAIL �e: Nrs PVG CHASE SLEEVE TO BE TWICE THE DIAMETER OF PROTECTED PIPE MONOLITHIC FOUNDATION W/ (2) #5 CONT. ON GHAIR5 seal: -F {".. © copyright : Structural Engineering, Inc. OM Z Jii W W N z CD z W a J _(v + < Z= II_ v WW m = a JF- Q •- Z Wo Y y m amOC C C c+� a IV M&K project number: 068-2001 1 project mgr: J S B drawn by: MJT issue date: 01-'2 6-21 REVISIONS: date: initial: sheet: d 0 0 J LL J ui W � 0 z 0 a W J 0 z � N z } p J J SDm 1 W#a: NM WAU, RM PROVIDE 50LID SHIM BETN'N TRU55 t CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2' FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF 5HEATHING TO FA56IA WITH 2 %"xO.113" RING SHANK NAIL5 0 6" O.G. 2xb FA561A vr -5EE ARCH REINF. MA50NRY LINTEL/ BEAM - - 5EE PLAN FOR 5PEGIFIGATION5. SECTION 3 SCALE: 9/4'=I'-o" EXTERIOR WALL 5HT'6. TO RUN GONTINUOU5 FULL HEIGHT OF WALL FROM BOTTOM OF RIBBON TO TOP OF DOUBLE TOP PLATE 2Y2"x0.131" ® 3" O.G. INTO SOLE PLATE 2x CONT. RIBBON (TOP 4 BOTTOM) FA5TEN TO EA. TRU55 VERTICAL w/ (2) 3 Y4"xO.131" NAILS 2 Y2"xO.131" ® 3" O.G. INTO BOTTOM GONT. RIBBON PROVIDE 51MP50N HETAIb EMBEDDED 5TRAP ® EACH TRU55 (® IC1.2" O.G. MAX) FASTENED TO END TRU55 VERTICAL OR TO BLOCKING/RIBBON VERT WALL REINF. TO EXTEND INTO BOND BEAM W REINF. GMU WALL -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 SECTION 37 SCALE: 9/4'=I'-o' VALLEY 5ET OVERFRAMING 5EE UPLIFT CONNECTOR 5GHEDULE ON PLAN5 FOR CONNECTOR 5PEGIFIGATION5 CONNECT EACH END OF MA5ONRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL w/ 24" LEGS PROVIDE 50LID 5HIM BETW'N TRU55 d CONNECTOR IF TRU55 LOCATED LE-55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL 0. 2x EXTERIOR WALL -5EE PLAN FOR SHEATHING AND CONNECTION 5PEG5. FA5TEN SOLE PLATE TO GONT. RIBBON w/ 3"x0.131" NAIL5 0 6" O.G. d 5HEATHINC TO CONT. RIBBON w/ 2 Y2"xO.131" NAIL5 ® 6" O.0 FLOOR TRU55E5 -PER PLAN W GMU BOND BEAM W/ (1) #5 CONT. I ROOF SHEATHING FASTEN EACH OVERFR TRU55 TO TRU55 BELOI WITH (1) 5IMP50N VTGR 0 24" O.G. ROOF TRU555 TYP I CAL OVERFRAM I NG FA5TEN DBL SOLE PLATE OF 2x WALL TO BOND BM. w/Y2' DIA. ANCHOR BOLT5 ® 32" O.G. WITH T (MIN.) EMBEDMENT. FASTEN EXTERIOR 5HEATHIN6 TO 2x 51LL PLATE w/ 2V2"x0.131" NAILS ® 3" O.G. 8" GMU BOND BEAM w/ (1) #5 5AR5 GONT. S" REINF. GMU WALL - -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 SECTION I8 SCALE: 9/4"=I'-o" 2x EXTERIOR WALL -5EE PLAN FOR 5HEATHING AND CONNECTION 5PEG5. EXTERIOR WALL 5HT'G. TO RUNS CONTINUOUS FULL HE16HT OF WALL FROM BOTTOM OF LADDER TRU55 TO TOP OF DOUBLE TOP PLATE 2 Y2"x0.131" ® 3" O.G. INTO 50LE- PLATE LADDER TRU55. FA5TEN LADDER- TRU55 TO EA. 13LK6 PANEL w/ (3)3 Y4"xO.131" NAILS MIN. 2 Y2'x0.131" 0 3" O.G. INTO " LADDER TRU55 FA5TEN LADDER TRU55 TO GMU- BOND BEAM w/ 51MP50N HETAI6 EMBEDDED STRAP ® 16" O.G. 5TRAP MAY BE IN5TALLED ON IN51DE OR OUT5IDE FACE OF TRU55 VERT WALL REINF. TO EXTEND INTO BOND BEAM W REINF. GMU WALL -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PE05 fit, SECTION 38 SCALE: 9/4'=I'-o" 2x EXTERIOR WALL ® 5TAIR5 OR 2-5TORY 5PAGE -5EE PLAN FOR 5HEATHIN6 AND CONNECTION 5PEG5. VERT WALL REINF. TO EXTEND INTO BOND BEAM FASTEN 50LE PLATE TO TOP CHORD OF LADDER T JJ55 w/ 3"xO.131" NAILS ® b" O.G. FA5TEN FLOOR FLOOR TRUSSES 5HT6. TO FIRST -PER PLAN TR 65 w/ 3"x0.131" NAILS ® 6" o.c. 2x4 (MIN) 5PF #2 BLOCKING A5 5HOWN AT 4b" o.c. FACE NAILED TO TRU55 TOP 4 BOTTOM CHORD w/ (4) 3"xO.131' NAILS. 5" GMU BOND BEAM W/ (1) #5 GONT. ALL LAPS IN MASONRY 25" RUNNING BAR #5 BENT CORNER BAR GROUTED CELL TYP. CORNER PERT. WALL RE I NPORC I NG DETAIL SCALE: WS FASTEN ROOF 5HEATHIN6 TO FA5GIA WITH 2 %"xO.113" RING SHANK NAILS 0 6" O.G. 2x FA5GIA -5EE ARCH 2x 5HEAR WALL - 5EE PLAN FOR 5PEGIFIGATION5. - SECTION FASTEN TOP CHORD OF END TRU55 OR 2x4 NAILER THRU WALL 5HEATHING TO EXT. WALL 5TUD5 W 3"x0.131" NAILS ® 16" O.G. FLOOR TRU55E5 -5EE PLAN W GMU BOND BEAM IN (1) #5 CONT. - SECTION 6'1 SCALE: 9/4'=I'-0' 5EE UPLIFT CONNECTOR 5GHEDULE ON PLAN5 FOR CONNECTOR 5PEGIFIGATION5 FASTEN ROOF TRU55 TO DOUBLE TOP PLATE w/ (3) 3 Y4"xO.i31" TOENAIL5 2x4 GAT5 0 I6"O.G. FASTENED TO GABLE END FASTEN SHEATHING TO 2x4- TRU55 w/ (2)3"x0.131° BLOCKING w/ 2 %"xO.113" TOENAILS. RING SHANK NAILS ® 4"O.G. 6YP5UM BOARD q" MAX PER ARCH FOR FIREPROOFING 2'-0" MIN ROOF SHTG GABLE END VERTICAL WEB 5HALL BE REINFORGIN6 A5 REGIURIED GONT. 24" MIN BY TRU55 MANUF. I ONTOAROOF 3 Y4"x0.131" TOENAIL5 ® 12" O.G. CONNECTING BOTTOM CHORD TO TOP PLATE FASTEN BOTTOM CHORD OFF L2x4 BRACE w/2x4 T-BRACE, GABLE END TRU55 TO TOP 5PAGED ® 4'-0" O.G. MAX. PLATE WITH�51MP50N A35 FASTEN 2x4 TO 'T' w/ 3Y4"xO.131" GLIP5 ® 32 O.G. NAILS 0 12" O.G. (NOT RE61 D AT TRU55 HEI(5HT5 FASTEN BOTTOM OF 2x4 4'-1" OR SHORTER) BRACE TO DBL. TOP PLATE w/ (1) 51MP50N H2.5T (2)3)'4"x0.131" TOENAILS SECTION 26 SCALE: 9/4'=1'-0' 5HEARWALL ABOVE - FA5TEN ROOF SHEATHING TO END TRU55 OR 2x4 NAILER FASTEN 5HEATHING TO w/ 2)12"xO.131" NAIL5 ® 6" o.c. BLOCKING w/ 2 %"xO.1 NAIL5 0 6" O.G. INSTALL 5HEATHIN6-\ PRIOR TO IN5TALLING LOW ROOF TRU55E5 LOW ROOF TRU55E5 -5EE PLAN _,_ _40 FASTEN BOTTOM CHORD OF END TRU55 OR 2x4 NAILER PROVIDE ADD'L- TO LADDER TRU55 VERTICAL VERTICAL IN TRU55 OR 2x RIBBON w/ 3"xO.131" FOR BEARING NAILS ® 16" O.G. x LEDGER -REFER TO "ROOF FRAMING NOTE5" VERT WALL REINF. TO EXTEND EXTERIOR EXTEND INTO BOND BEAM 5HEATHING TO BOTTOM OF FLOOR 5Y5TEM 8 REINF. GMU WALL -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 O6 SECTION SCALE: 2x4 BLOGKING w/ (3)3 Y4"x0.131" TOENAILS EACH END (4) 3 Y4 "x0.131" NAILS PROVIDE 2x4 BLOCKING 0 4b" O.G. IN FIRST (3) BAY5 OF ROOF TRU55E5-GUT TO FIT TIGHT BETWEEN TR 65 BOTTOM GHOR95 AND NOTCH AROUND 51 LL PLATE FASTEN DRYWALL TO BLOCKING w/5GREN5 /NAIL5 0 6" O.G. 2xb GONT. BLOCKING FA5TENED TO EA.5TUD w/ (3) 3W.131" NAIL5 FASTEN 50LE PLATE TO FLU5H BEAM w/ 3W.131" NAILS 0 6" O.G. FLOOR TRU5555 (5EE PLAN) FLU5H BEAM OR FLOOR 6.T. (5EE PLAN) seal: F� �D rawVJ e s r�i r G..Ff in © copyright .�4& 1, i O structural Engineering, Inc. az z Jcr_ w z N C7 � Z W OQ. J N Q °C z = HA � E a _d W� W �W '5 � 3: O0 E ;. = O g y W M _ 8 N C M a M&K project number: 068-2001 project mgr: J S B drawn by. MJT issue date: 01-2 6-21 REVISIONS: date: initial: � J o J LL � J W 0 � z � O n. N d � a W 0 � a D z � } oZ U) J J aiiiu€ LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME $ 5HALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REOU I RED ALL APPL I GABLE AREA5. THESE WHERE SPEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLAN5. ("GUT") ON THE PLAN5. sheet: SDM2 BOND-BEAM-� f—GONTIN. PREGA5T HEADER W GMU PIER ENTIRE GOLUMN TO BE GROUT FILLED GA5T-GRETE GA5T-GRETE WINDOW SILL, WINDOW SILL, OR EQUIV. OR EQUIV. TT DOUBLE WINDOW MA50NRY PIER DETAIL SCALE: NTS NOTES: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). 2. PROVIDE %0 DIA. HOLE FOR DOWEL, BLOW OR 5RU5H GLEAN. 3. FOLLOW MANUF. IN5TALLATION IN5TRUGTION5. TRIPLE WINDOW SIM. 5EE TYP. FOUNDATION DETAIL5 FOR ADDITIONAL INFORMATION NOT 5HOWN HERE FUTURE 8" GMU BLOCK #5 YERT. BAR TO BE I DRILL 6" INTO EXI5T'6 I LOGATED PER PLAN IN 6ROUTED GEI L 5LA8, EPDXY 8 DRIVE #5 DOWEL, PROVIDE MIN. 30" LAP 5PLIGE I I t I I z 4.. GRADE I Ml I I —I I 1=111-11 i. III=1I1=1I =IIIA4I I —I II —III —III—''' III —II I —III —II a I —I I I—II1=111- Q —III-111-111 III=1I1=1 I — '—III—III—I I' Q 1=1 11=1 11- '=111=111 M 155ED DOWEL RETROP I T DETAIL 51 SCALE: NTS SIM. • cMu STEM MR DROPPED 6RADE 4x6 P.T. P05T PROVIDE (1) 51MP50N G520 STRAP ON EACH EXTERIOR FACE OF P05T, 9" MIN END LENGTH DROPPED BEAMS PER PLAN REAR WOOD LANAI SEE DETAIL I ON 5TRUGTURAL PLAN5 FOR ADDITIONAL CONNECTION 4FO NOT 5HOWN HERE A5TEN EA. ROOF TRU55 TO GMU w/ IMP5ON M5TMI6 TW15T 5TRAP. A5TEN 5TRAP TO GMU W (4) Y4" DIA. x 2 ." LONG TITEN 5GREW5 ROVIDE M015TURE BARRIER 'LATE (PER TRU55 MANUF) AGH TRU55. 'ROVIDE 2x FLAT BLOCKING FIT T16HT TO :OOF TRU55E5 o EVERY OTHER BAY A5TENED TO GMU W (3) Y4" DIA. x 3 Y2" LONG APGON5. FA5TEN BLOGKIN6 TO ROOF RU55E5 w/ (2) 3 Y4"x0.131" NAILS ® EA. END. p RETRO� 1 T DET 1 L FASTEN EVERY OTHER TRU55 (w/ WEB BLOGKIN6 A5 REQ'D) TO 2x BLOGKIN6 w/ (I) 51MP5ON A35 CLIP — Q SCALE: s RETR710 O T DETAIL STAIRS (2)2x8 FLUSH BEAM BEYOND (1) 51MP50N A35 GLIP (3)IOd r::1LNAILS 0 EA. 5TRIN6ER ®EA. J015T 2x8 LEDGER FASTENED TO GMU w/ (2) Y4" DIA. x Y'2" LONG TAPGON5 ® 16" O.G. 2x8 LANDING J015T ® 16" O.G. 2x OR 1" 055 DEGKIN6 (TYP-) —� EXTERIOR GMU WALL (3) SINGLE PLY 2x12 SOUTHERN PINE #2 (OR BETTER) STRINGER5 (I) 51MP5ON A35 ® EA. 5TRIN6ER 2x6 P.T. BOTTOM PLATE FASTENED TO CONCRETE W/(3)WW'VIA. x�'4" LONG TITEN 2 5GREW5 5EE DETAIL 31 ON 5TRUGTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT 5HOWN HERE PROVIDE 50LI0 BLOGKIN6 A5 REQ'D FOR STRAP FASTENING FULL DEPTH BLOGKIN6 (' 05B (MIN), 13/4" LVL OR TRU55 FLOOR TRU55E5 BLOCKING PER MANUF) 0 4W -PER PLAN O.G. FASTENED TO 2x BLOGKIN6 W (1) 51MP50N A35 CLIP FASTEN EVERY OTHER TRU55 TO GMU w/ 51MP50N MT5MI6 TW15T STRAP. FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 Y4" LONG TITEN 5GREW5 2x6 FLAT BLOCKING (BETWEEN TRU55E5 - I6" MIN. LENGTH) FASTENED DOWN TO GMU w/ (3) YW DIA. x 3 Y2' LONG TAPGON5 ® EA BAY. FASTEN RIBBONL, THRU WALL 5HT6., TO 2x BLOGKIN6 w/ %WxO.131" NAILS ® 3" o.c. FLOOR TR155E5 - 5EE PLAN FLOOR G.T. ' - PROVIDE VERTIGAL5 OR 50LID BLOGKIN6 EA. STRINGER LOCATION STAIR SECTION I SCALE: 3/4"=1'-0' (1) 51MP50N . A35 CLIP EA. 5TRINGER 2x OR 1" 055 DEGKIN6 (TYP) (2)2x8 FLUSH BEAM 5EE DETAIL 38 ON 5TRUGTURAL PLAN5 FOR ADDITIONAL CONNECTION INFO NOT 5HOWN HERE FLOOR TRUSSES -PER PLAN FASTEN BLOGKIN6 TO GMU w/ 51MP50N MT5MI6 TW15T STRAP. FASTEN STRAP TO GMU wl (4) Y4" DIA. x 2 Y4" LONG TITEN 5GREW5 2x6 FLAT BLOGKIN(5 TO EA. 51DE OF 05B BLOCKING (16" MIN. LENGTH) FASTENED DOWN TO GMU w/ (3) Y4" DIA. x 3)Y LONG TAPGON5. FA5TEN LADDER TRU55, TO 2x BLOGKIN6 w/ 3"xO.131" An TOENAIL5 ® 3" o.c. RETROFIT DETAIL R SCALE: S/4"=I'-0' (3) SINGLE PLY 2x12 SOUTHERN PINE #2 (OR BETTER) STRINGERS (1) 51MP50N A35 CLIP ® EA. 5TRIN6ER 2x4 BLOGKIN6 BETWEEN 5TRIN6ER5 FASTENED TO BEAM BELOW w/ (3)IOd NAIL5 2x8 LANDING J015T ® 16" O.G. (3)IOd TOENAILS ® EA. J015T 2x8 LEDGER FASTENED TO GMU W (2) Y4" DIA. x 3►'4" LONG TITEN 2 5GREW5 16" O.G. GMU WALL seal: -,6p0 ht �rftfL4 j ' O co � `kA\\��1§'� PY�9 �i�Ka Structural Engineering, Inc. ncm Z z JLU W W Z_ CD Z W J d CIDQ °C .n � E U -letg pC Cn c t J'= Z Q W p o y W o m mo N OC c+) a M&K project number: 068.2001 1 project mgr: J.SB drawn by: MJT issue date: 01-2 6-21 REVISIONS: date: initial: LETTERED DETA I L5 ARE TYP I GAL FOR NUMBERED DETA I L5 ARE PLAN TH 15 HOME � 5HALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REOU I RED ALL APPL I GABLE AREA5. THESE WHERE 5PEG I F I GALLY I ND I GATED DETA I L5 ARE NOT "GUT" ON THE PLAN5. ("GUT") ON THE PLAN5. sheet: SDo,43 PERMANENT ROOF TRU55 BRACING NOTE5: (51NGLE FAMILY HOME OR TOWNHOU5E GON5TRUGTION, WITH ROOF TRU55E5 5PAGED NO MORE THAN 24" O.G) I. WOOD TRU55E5 5HALL BE BRACED AND ERECTED IN AGGORDANGE WITH THE BUILDING COMPONENT 5AFETY INFORMATION (BG51) "GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6, RE5TRAINING 4 BRACING OF METAL PLATE CONNECTED WDOD 7U55E5," (2008 EDITION). 2. TOP CHORD BRACING: TOP GHORD5 SHALL BE BRACED BY DIRECT -APPLIED PLYWOOD/0513 5HEATHIN6. • IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TR.155 OR TO PURLIN5 FASTENED TOP CHORD, CONTACT MW FOR BRAGING DE516N. 3. BOTTOM CHORD BRACING: a. THE BOTTOM GHORD5 5HALL BE BRAGED BY DIREGT-APPLIED G.W.B. GEILIN6 4. WEB MEMBER BRAGING: THE TRU55 MANUFACTURER SHALL INDICATE THE TRU55 MEMBER5 (HEB5, VERTIGAL5) THAT REQUIRE LATERAL BRAGING/RE5TRAINT. a. _TOR 'L' BRACE: WHERE BRAGING 15 REQUIRED A5 INDICATED ON SHOP DRAWING, UTILIZE T' OR 'L- BRACES (REFERENCE BC51-53 F16URE5 83-18 4 153-IQ). SHOP APPLIED REINFORCEMENT PER BG51-1513 FI6URE5 B3-22 4 BG-23 15 ACCEPTABLE. • 'T' 4 'L' REINFORGIN6 MATERIAL SHALL MATCH THE 51ZE OF THE WEBNERTIGAL MEMBER • 'L' 4 'T' REINFORGIN6 TO BE A MINIMUM OF 010% OF THE LENGTH OF THE WEB/VERTICAL MEMBER. • FASTEN 'L' OR T' REINFORGIN6 TO WEBNERTICAL W/ Ibd GUN NAILS (0.131x3 I/2") AT b" O.G. b. CONTINUOUS LATERAL BRACING ALTERNATE: WHEN THREE (3) OR MORE 51MILARLY GONFI6URED ROOF TRU%E5 AL16N, CONTINUOUS ROW5 OF LATERAL BRAGIN6 MAY BE U5ED IN LIEU OF THE ABOVE -NOTED 'L' OR T' BRACE5. • CONTINJOU5 ROW5 OF LATERAL BRACING 5HALL GON515T OF MINIMUM 2x4. ROW5 SHALL BE LAP 5PLIGED ONE TRU55 BEYOND IN EACH DIRECTION. 5EGURE BRACE TO EACH TRU% COMPRE5510N WEB W (2) Ibd 6UN NAIL5 (0.131x3 1/2"). • GONTINJOU5 LATERAL BRAGIN6 5HALL 13E RE51RAINED BY DIAGONAL BRACING (MIN. 2" THICK NOMINAL LUMBER 4 MINIMUM 5PF STUD' GRADE MATERIAL). THI5 BRACING 15 TO BE CONTINUOUS. PROVIDE ONE ROW OF DIAGONAL BRAGING AT VERTICAL WEB MEMBERS OF TRU55E5 CL05E5T TO EACH 6ABLE END WALL 4 ADDITIONAL DIA60NAL5 AT 20'-0" A5 REQUIRED. DIAGONAL BRACE NAILED TO OPPOSITE PROVIDE (2) Ibd NAIL5 o 51DE OF WEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIREGT-APPLIED PLYWOOD/0513 ROOF 5HEATHING GONTIN. LATERAL BRACING TO LAP A.GRO55 MIN. (1) TRU55 BAY A5 5HOWN 2x 5TRONG5AGK (NOT REQ V FOR STRUCTURE) DIRECT -APPLIED PLYWD/05B GOMPRE5510N WEB (5LOPIN6 OR VERTICAL) / CONTINUOU5 LATERAL BRACE ALTERNATE o (3) OR MORE ADJACENT 51MILAR TRU55E5 (5EE INDIV. TRU55 SHOP DRAWINGS FOR LOGATION5) DIREGT-APPLIED 6W5 CEILING 5EGTION B-B AL18mm Fti n1 v m 0) OR MORE SHLIR 7R WM IRE 6MM :J W DIRECT -APPLIED 6WB GEILIN6 — TYPICAL TRU55 ELEVATION 2x 5TRON6BACK MAY BE INSTALLED FOR GON5TRUGTA13ILITY TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REQ'D FOR 5TRUGTURE) WEB MEMBER REQUIRIN6 BRAGING A5 INDICATED BY TRU55 MANUFACTURER 2x 5TRON6BAGK5 MAY BE INSTALLED FOR GON5TRUCTABILITY TO KEEP EVEN 5PAGING AT BOTTOM CHORD NOT REGV FOR 5TRUGTURE) L' OR T' BRACING o WEB5 DB16NATED BY TRU55 MANUR PERMANENT TRUSS BRACING DETAILS $ NOTES W&1: NONE VIREGT APPUII P 011LINb ��7 Fl seal: _� t, f f'4O f � © copyright: Structural Engineering, Inc. = z Z_ m w w Z N CD Z w J Q 0- m a F- L) Q m W� a E >. �~ Z Qg M LLI y W m C N C M a 7 M&K project number: 068.200 1 1 project mgr: J S B drawn by: MJT issue date: 0 `I -2 6-21 REVISIONS: date: initial: J H W J W :2 0 0 J d Q 0 J L C� _z x IL LO ILIQ a J d U LO z J LETTERED DETAILS ARE TYPIGAL 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 SPEC I F I G AND ARE ONLY REGU I RED WHERE 5PEG I F I GALLY I ND I GAT' � ("GUT") ON THE PLANS. e sheet: PBSBml F J 0