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HomeMy WebLinkAbout6817 Shelby Lynn Way11 ABBREVIA'TlIONS AB ANCHOR BOLT MAS MASONRY A.F.F. ABOVE FINISH FLOOR MAT MATERIAL ADJ. ADJUSTABLE MAX MAXIMUM ALUM. ALUMINUM MC MEDICINE CABINET ANCH ANCHOR MECH MECHANICAL 4 ANGLE MIN MINIMUM @ AT MIR MIRROR ML MICRO LAM BD. BOARD M.O. MASONRY OPENING BF BI-FOLD MTL METAL BLDG. BUILITNG BM. BEA(vi 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 9- CEN i ER 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-DOY.N STAIR CM CROWN MOLDING PKT POCKET DOOR CR CHAIR RAIL PNL PANEL PLYWD PLYWOOD D DRYER PREFAB PREFABRICATED d PENNY PR PAIR DBL. DOUBLE PROJ PROJECTED DIA. DIAMETER PSI POUNDS PER SQUARE INCH DIR. DIRECTION PS POUNDS PRE SQUARE FOOT DN DOWN P.T. PRESSURE TREATED DR DW D SOH WASHER QUAD QUADRUPLE DWG D.S. DRAWING 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 FIND ROUND EQ. EQUAL R&S ROD AND SHELF EQUIP. EQUIPMENT EXP EXPANSION SC SOLID CORE EXT. EXTERIOR SCHEM SCHEMATIC EE EACH END SHLF SHELF SHT SHEET FD FLOOR DRAIN SHWR SHOWER FIN. FINISHED FLOOR SIM SIMILAR FND. FOUNDATION SH SINGLE HUNG FLR. FLOOR S.S. STAINLESS STEEL FP FIREPLACE STL STEEL FR FIRE RATED STRUCT STRUCTURAL FXD FIXED SUSP SUSPENSION FRM FRAME SGD SLIDING GLASS DOOR FTG FOOTING SQ SQUARE GA. GAUGE T TREAD GALV. GALVANIZED TB TOWEL BAR GC GENERAL CONTRACTOR T&G TONGUE AND GROOVE GEN GENERAL TEMP TEMPERED GYP. GYPSUM T.O. TOP OF GL GLUE LAM TR TOWEL ROD GLS GLASS TRPL TRIPLE TYP TYPICAL H HIGH HC HOLLOW CORE U.N.O. UNLESS NOTED OTHERWISE VERT VERTICAL HGT. HEIGHT V.L.I.F. VERIFY LOCATION IN FIELD HDR. HEADER HB HOSE BIBB W WASHER HORIZ. HORIZONTAL W/ WITH INSUL. INSULATION wC WATER CLOSET INT. INTERIOR WD wwM WOOD WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB )V,nanlan Companies 90 Matawan Road Matawan, NJ 07747 (732) 383-2200 ASHMERE ASPIRE ELEVATION "B" 6817 SHELBY LYNN WAY ZEPHYRHILLS, FL 33542 LOT 018 TERMITE TREATMENT TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." RELEASE HISTORY AREA TABULATION. O O 1 ST FLR A/C 1 1,464 SQ. FT. ENTRY 33 SQ. FT. GARAGE 385 SQ. FT. LANAI 120 SQ. FT. TOTAL UR 2002 SQ. FT. BUILDING DATA THESE PLANS HAVE BEEN PREPARED TO MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 7th Edition (2020) RESIDENTIAL w/ APPLICABLE SUPPLEMENTS OCCUPANCY: R3 BUILDING TYPE: VB SPRINKLED: NO DRAWING INDEX CS1 CS2 A1.1 A2.1 A2.2 A3.1 A5.1 A5.2 WP1 E1.1 P1.1 S-0.0 F-1.0 F-2.0 S-1.3 SD-1 SD-2 PBSP-1 COVERSHEET & BUILDING DATA GENERAL NOTES FIRST FLOOR PLAN FRONT & REAR ELEVATIONS SIDE ELEVATIONS ROOF PLAN CAL . 7 �2FVII ifV(; BUILDING SECTIONS N �.',��, _� �';'ti TYPICAL WALL SECTIONS AND ORDINAi t;::; WATERPROOFING DETAILS FIRST FLOOR ELECTRICAL PLAN SLAB PENETRATION PLAN STRUCTURAL NOTES s_ PLAN SLAB PLAN:+�„��,_ BLOCK PLAN ROOF FRAM" VG PLAN FOUNDATION DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS IY W } 2 x �o°I- >x<0 W=)01- U)0>w ¢0wl— wg cr-x Y 0 F- Z 06 !i 0 0 (n zzzp:z °cg¢<� WCL=cr. � =zLL(U �F—Qz0 �c �^ cz 0 0 U 0 c I 00 w wA X 0 0 cn mm" W wA >.J Ono "MEMO a, 0:3 U) m< u w w w U) m< I R rx to W G ow � � wZa�aaa O i i i i i COMMUNITY: LINKS AT CALUSA SPRINGS ! PLAN # 6 1 00 i RELEASED: 02/04/21 SHEET i cs I i ri z Q r n z 5 L L n F GENERAL CONSTRUCTION NOTES DWELLING -GARAGE SEPARATION: R308.4.3 GLAZING IN WINDOWS R311.7.8.2 CONTINUITY ROOF ASSEMBLIES: GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A R302.5 DWELLING -GARAGE OPENING AND PENETRATION PROTECTION HALL BE CONSIDERED T BE A HAZARDOUS LOCATION: S 0 O POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT T A POINT DIRECTLY ABOVE TH O C O O S G O O C O E LOWEST RISER R903.2 FLASHING OPENINGS AND PENETRATIONS THROUGH THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS O R FLASHINGS SHALL BE USED TO SEAL ROOFING SYSTEMS, WHERE THE SYSTEM IS INTERRUPTED OR THE GARAGE SHALL BE IN ACCORDANCE WITH SECTIONS R302.5.1 THROUGH R302.5.3. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE FEET 1. , SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS S THAN 11/2 TERMINATED AND SHALL BE INSTALLED IN A MANNER THAT PREVENTS MOISTURE FROM ENTERING THE 2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES ABOVE THE FLOOR, INCHES (38 MM) BETWEEN THE WALL AND THE HANDRAILS. WALL AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE PERMEABLE MATERIALS AND AT R302.5.1 OPENING PROTECTION 3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES ABOVE THE FLOOR; AND INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES, MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. EXCEPTIONS:5. 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 OVER THE LOWEST TREAD.ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. WHERE FLASHING IS OF METAL, THE METAL DOORS. GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN PROVIDED IN TABLE R903.2.1 SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE R311.7.8.3 GRIP -SIZE OR IN COMPLIANCE WITH RAS 111. 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 GRASPAWLITY. EXCEPTION: FLASHING IS NOT REQUIRED AT HIP AND RIDGE JUNCTIONS. COMPLY WITH SECTION R302.5. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R702.3.5. SHALL APPLY TO SINGLE GLAZING AND EACH PANE IN MULTIPLE GLAZING. 1. TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT R903.2.3 MEMBRANE FLASHINGS THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE 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 PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. 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 M1506.3. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE THAN 36 INCHES ABOVE THE LANDING AND WITHIN A 60-INCH HORIZONTAL ARC LESS THAN 180 DEGREES THE PROFILE. THE WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE NOT LESS THAN 11/4 INCHES VENT OR CRAWL SPACE. R302.7 UNDER -STAIR PROTECTION FROM THE BOTTOM TREAD NOSING SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. (32 MM) AND NOT MORE THAN 23/4 INCHES (70 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 ENCLOSED SPACE UNDER STAIRS THAT IS ACCESSED BY A DOOR OR ACCESS PANEL SHALL HAVE WALLS, INCH (0.25 MM). M1502.4.5 DRYER DUCT LENGTH UNDER -STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH (12.7 MM) GARAGES: THE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE DETERMINED BY ONE OF THE METHODS GYPSUM BOARD. GUARDS: SPECIFIED IN SECTIONS M1502.4.5.1 THROUGH M1502.4.5.3. R309.1 FLOOR SURFACE FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX: GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL. R312.1.1 WHERE REQUIRED M1502.4.5.1 SPECIFIED LENGTH GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF OPEN -SIDED WALKING SURFACES, INCLUDING THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET (10 668 MM) FROM THE CONNECTION TO R302.THE FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR WALL AND CEILING FINISHES AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO STAIRS, RAMPS AND LANDINGS, THAT ARE LOCATED MORE THAN 30 INCHES (762 MM) MEASURED THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. WHERE FITTINGS ARE USED, THE FLAME SPREAD AND SMOKE -DEVELOPED INDEXES FOR WALL AND CEILING FINISHES SHALL BE IN FLAME 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. R302.1EGRESS: FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR INSULATION 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 FLAME 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 HEIGHT THAT ALLOW PASSAGE OF A SPHERE 4 INCHES (102 MM) IN DIAMETER. ISSUANCE OF PLANS FROM THE ARCHITECT SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR 1.1.VERTICALLY AT THE CEILING AND FLOOR LEVELS. WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. WINDOW OPENING CONTROL DEVICES EXCEPTIGNS: TO COMMENCEMEN..OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR 1.2.HORIZONTALLY A_. INTERVALS NOT EXCEEDING 10 FEET (3048 MM). COMPLYING WITH ASTM F2090 SHALL BE PERMITTED FOR USE ON WINDOWS SERVING AS A REQUIRED 1. THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR, FORMED BY THE RISER, TREAD AND ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE 2. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS EMERGENCY ESCAPE AND RESCUE OPENING. BOTTOM RAIL OF A GUARD, SHALL NOT ALLOW PASSAGE OF A SPHERE 6 INCHES (153 MM) IN DIAMETER. ARCHITECT FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 2. GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF A REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. R312.2.1 WINDOWSILLS SPHERE 43/8 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. IN DWELLING UNITS, WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING IS LOCATED LESS MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE ARCHITECT, THE 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: ARCHITECT SHALL NOT 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: El 36 REQUIREMENTS. 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R1003.19. 1. OPERABLE WIND W WITH PENIN THAT WILL N T ALL W A 4-IN H-DIAMETER 1 2 MM PHER O S O GS O O C (0 ) S E A 6-MIL (0.006 INCH; 152 MM) POLYETHYLENE OR APPROVED VAPOR RETARDER WITH JOINTS LAPPED NOT LESS THAN 6 INCHES (152 MM) SHALL BE PLACED BETWEEN THE CONCRETE FLOOR SLAB AND THE BASE WORK SHALL NOT BE DONE BEYOND THE POINT INDICATED IN EACH SUCCESSIVE INSPECTION WITHOUT FIRST OBTAINING THE APPROVAL OF THE BUILDING OFFICIAL. THE BUILDING OFFICIAL, UPON 6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING TO PASS THROUGH THE OPENING WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. COURSE OR THE PREPARED SUBGRADE WHERE NO BASE COURSE EXISTS. NOTIFICATION, SHALL MAKE THE REQUESTED INSPECTIONS AND SHALL EITHER INDICATE THE PORTION UNIT SEPARATION. 2. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT OF THE CONSTRUCTION THAT IS SATISFACTORY AS COMPLETED, OR NOTIFY THE PERMIT HOLDER OR HIS R302.11.1 FIREBLOCKING MATERIALS COMPLY WITH ASTM F2090. 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES THAT EXCEPTION: THE VAPOR RETARDER IS NOT REQUIRED FOR THE FOLLOWING: 1. GARAGES, UTILITY BUILDINGS AND OTHER UNHEATED ACCESSORY STRUCTURES. OR HER AGENT WHEREIN THE SAME FAILS TO COMPLY WITH THIS CODE. ANY PORTIONS THAT DO NOT 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 BUILDING 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 INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING 3. ONE THICKNESS OF 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS WITH JOINTS BACKED BY STAIRWAYS SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN CLEAR WIDTH AT ALL POINTS ABOVE THE STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS. PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. THE CLEAR WIDTH OF WALL COVERING: 4. ONE THICKNESS OF 3/4-INCH (19.1 MM) PARTICLEBOARD WITH JOINTS BACKED BY 3/4-INCH (19.1 MM) THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL BE NOT EXTERIOR FINISHES: PARTICLEBOARD. LESS THAN 311/2 INCHES (787 MM) WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 INCHES (698 R702.4.2 BACKER BOARDS 1. CEMENT PLASTER FINISH OVER MASONRY SHALL BE 5/8" THICK TEXTURED PER COMMUNITY 5. ONE -HALF -INCH (12.7 MM) GYPSUM BOARD. MM) WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. MATERIALS USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN STANDARDS. 6. ONE -QUARTER -INCH (6.4 MM) CEMENT -BASED MILLBOARD. SHOWER AREAS SHALL BE OF MATERIALS LISTED IN TABLE R702.4.2, AND INSTALLED IN ACCORDANCE 2. CEMENT PLASTER FINISH OVER WOOD SUBSTRATE SHALL BE 7/8" THICK (3) COAT STUCCO OVER (2) 7. BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED MATERIALS R311.7.2 HEADROOM WITH THE MANUFACTUREROS RECOMMENDATIONS. LAYERS OF WATER RESISTANT BARRIERS IN ACCORDANCE WITH FLORIDA BUILDING CODE 7TH EDITION INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE. THE HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN 6 FEET 8 INCHES (2032 MM) MEASURED (2020) RESIDENTIAL, R703 AND ASTM C926. TEXTURE PER COMMUNITY 8. CELLULOSE INSULATION INSTALLED AS TESTED IN ACCORDANCE WITH ASTM El 19 OR UL 263, FOR VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF TABLE R702.4.2BACKER BOARD MATERIALS THE SPECIFIC APPLICATION. THE LANDING OR PLATFORM ON THAT PORTION OF THE STAIRWAY. GLASS MAT GYPSUM BACKING PANEL (ASTM C1178) FLOOD ZONE REQUIREMENTS: FIBER -REINFORCED GYPSUM PANELS (ASTM C1278) PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. R302.12 DRAFTSTOPPING R311.7.5 STAIR TREADS AND RISERS NONASBESTOS FIBER -CEMENT BACKER BOARD (ASTM C1288 OR ISO 8336, CATEGORY C) IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE STAIR 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 H V`� AC: 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 RISERS RHE RISER THE RSER HEIGHT SHALL BE NOT MORE THAN 73/4 INCHES (196 MM). THE RISER SHALL BE MEASURED INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND BE PROVIDED IN FLOOR -CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: MANUFACTURER FOR EACH WINDOW. REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR 1.CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 MM). R703.4 FLASHING REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (762 mm) DEEP AND 30 INCHES (762 mm) WIDE RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF THE TREAD ABOVE AT APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 2.FLOOR FRAMING IS CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS. AN ANGLE NOT MORE THAN 30 DEGREES (0.51 RAD) FROM THE VERTICAL. OPEN RISERS ARE PERMITTED ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE PROVIDED THAT THE OPENINGS LOCATED MORE THAN 30 INCHES (762 MM), AS MEASURED VERTICALLY, MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. #26 GAUGE (0.48 mm) SHEET STEEL OR R302.12.1 MATERIALS TO THE FLOOR OR GRADE BELOW DO NOT PERMIT THE PASSAGE OF A 4-INCH-DIAMETER (102 MM) MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. DRAFTSTOPPING MATERIALS SHALL BE NOT LESS THAN 1/2-INCH (12.7 MM) GYPSUM BOARD, 3/8-INCH (9.5 SPHERE. INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 MM) WOOD STRUCTURAL PANELS OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. INCHES (76 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS UNLESS R311.7.5.2 TREADS SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR INSTALLATION INSTRUCTIONS. OTHERWISE APPROVED BY THE BUILDING OFFICIAL. THE INTEGRITY OF THE DRAFTSTOPS SHALL BE THE TREAD DEPTH SHALL BE NOT LESS THAN 10 INCHES THE TREAD DEPTH SHALL FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN MAINTAINED. NE OF N MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. THE GREATEST TREAD JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN HAZARDOUS LOCATIONS: DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. MM). WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE R308.4.1 GLAZING IN DOORS R311.7.5.3 NOSINGS EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: GLAZING IN FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE NOSINGS AT TREADS, LANDINGS AND FLOORS OF STAIRWAYS SHALL HAVE A RADIUS OF CURVATURE AT 1.EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS CONSIDERED TO BE A HAZARDOUS LOCATION. THE NOSING NOT GREATER THAN 9/16 INCH (14 MM) OR A BEVEL NOT EXCEEDING 1/2 INCH (12.7 MM). A SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER EXCEPTIONS: NOSING PROJECTION NOT LESS THAN 3/4 INCH (19 MM) AND NOT MORE THAN 11/4 INCHES (32 MM) SHALL COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE 1. GLAZED OPENINGS OF A SIZE THROUGH WHICH A 3-INCH-DIAMETER SPHERE IS UNABLE TO PASS. BE PROVIDED ON STAIRWAYS. THE GREATEST NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST NOSING PROJECTION BY MORE THAN 3/8 INCH (9.5 MM) WITHIN A STAIRWAY. FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS 2. DECORATIVE GLAZING SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: R308.4.2 GLAZING ADJACENT TO DOORS. EXCEPTION: A NOSING PROJECTION IS NOT REQUIRED WHERE THE TREAD DEPTH IS NOT LESS THAN 11 INCHES (279 MM). 1.1. THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TO APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN Pe BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 R311.7.8 HANDRAILS ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS INCHES ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH FLIGHT WITH FOUR OR MORE OR DETAILS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT O 3 ?�Z CONDITIONS: RISERS. WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR I 1. WHERE THE GLAZING IS WITHIN 24 INCHES OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE R311.7.8.1 HEIGHT SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR ``i�► \\ '� _ � I DOOR IN A CLOSED POSITION. HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, PROTECTION AT THE HEAD AND SIDES. 1.2. IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN \`'4'�ews"`' f',- °, ®„� 2. WHERE THE GLAZING IS ON A WALL LESS THAN 180 DEGREES FROM THE PLANE OF THE DOOR IN A OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE PROFESSIONAL. .� ��;• CLOSED POSITION AND WITHIN 24 INCHES OF THE HINGE SIDE OF AN IN -SWINGING DOOR. THAN 38 INCHES (965 MM). 1.3. IN ACCORDANCE WITH OTHER APPROVED METHODS. = �' 7 'A * ; EXCEPTIONS: EXCEPTIONS: 1.4. IN ACCORDANCE WITH FMA/AAMA 100 FMA/AAMA 200 FMA/WDMA 250 FMA/AAMA/WDMA 300 OR ' 1. DECORATIVE GLAZING. 1. THE USE OF A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED OVER THE LOWEST FMA/AAMA/WDMA 400. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR o ATE F ;'.i CIS• Ai 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. F P ��� �` '•. eOR�o-•'4 AND THE GLAZING. 3. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR LESS IN 2. WHERE HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE CONTINUOUS TRANSITION BETWEEN FLIGHTS, TRANSITIONS AT WINDER TREADS, THE TRANSITION FROM HANDRAIL TO GUARD, OR 3. UNDER AND AT THE ENDS OF MASONRY WOOD OR METAL COPINGS AND SILLS. \ 0/�S /f .- \� � DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY WITH SECTION R308.4.3. USED AT THE START OF A FLIGHT, THE HANDRAIL HEIGHT AT THE FITTINGS OR BENDINGS SHALL BE 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. �'���,.;,; 4. GLAZING THAT IS ADJACENT TO THE FIXED PANEL OF PATIO DOORS. PERMITTED TO EXCEED 38 INCHES (956 MM). WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. Ir W O J H W �00� W W Z 0 >=<o W Clz H (AUW W Q p W ~ W W J n cc se 0 z ,6 1L O O u� Z Z Z ~ Z_ W a 2 cr- j=ZLL(U H Q Z cz,Q� cz cz I- O _� H 0 0 U cn 0 � I"■I 00 0 0 LL� i� O I w w w Z IL w U) 0 w w w U) O U) W C 04 � �Z G aaaaa' i i i i i COMMUNITY: LINKS AT CALUSA SPRINGS ! PLAN # 6100 RELEASED: 02/04/21 SHEET i CS2 O z w cc W z 3 cc 0 ad W z g w U) w v5 0 z 3 x 0 od z g a w W w C r -46 2 - — A-5.1 h 35'-0" ol 8'-0" 1 Z-011 1 5'-0" 6„ ' ol CC111-011 ST U OWRAPPED ----BEAM @ 7'-8" ---- � STUCCO WRAPPED I a. 1 I 4X6 POSTS I w A-5.1 cc LANAI I F 02 i 8'-8" CLG. 1 o 2 O o- _ j m I MOISTURE RESISTANT ( V w O r CD F I DRYWALL CLG. I m '-8" I 8'-8" I 1 3'-4" 5'-4" I I *35 SH 35 SH 6068 SGD TEMP 1 54"X63" EGRESS m = 1 = XFER 4'-42" -�~,1 .8 GRILL �s� 15'-10" 13'-52„ C.L. OWNER'S r SUITE 8'-8" CLG. _ R&s N GREAT f a 2^ cm r ap SHELVE ROOM *- 8'-8" CLG. N PTRY " cm co N 8'-8" CLC. 5'-1 cy) N �o SIN 31" cc I I I � e I 1 O IN �—JyIN� Z 15 -112 co M -1 7 -102 1 1 4--_ 1 9 -52 to cr a r WNER S c=n BATH — 1 w 1 O i g N DINING ' JI z o Z 10 __ -J 8-8 CLG 111„ - 4 -32 _ _ o AREA ai �—� — 1 = 3'_3„ 8'-8" CLG. = 311 - o ° i cC �. 2 -0 " co ` r Icy Ln ou „ ADD:&' OSB TO OI I o I I n�� Y��v ' MECH. CL. �' I ° 1 O i HEN BRK CEILING FOR i i i. s„ I e OS WIC 1 ap FIRE DRAFT I I 1 ON 8'-8" C STOP ----� ' 1 n rT ' 11111 3 1 r 1 ' '- AHU ON 3 -52 -102 11 1 1 (oil r i cn C T ' o B PER STAND = r I I '' cc �i I c MMUNI 30" AFF i� N S c M R.A.G. M REF. '_� --- R&S HI/LO LINE XFER R&S- HALL ' LOCATION WATE _ BATH � i " 1�GRILL 3 -62 `'8 N --- --- - CL -12" i 8-8 CLG. °L---- 6'-12" 3'-72" m �� --- r 0 CL = 3'-112 ti6'-6" = OCID ---J N BEDROOM 3 ot 3'-2" M HALL ��� R&s--- R&S�---- P 8'-8" C G R _ - - L (+L — XFER N = '�;j _ 117 7 �� I WASHER BOX � w FOYER 2'-32' — GRILL k 8'-8" CLG. -p zl '' r DRYER VENT r - LNDY L _ — �lu w = ih 4'-6" - '7" co f_in" 8'-8"CL . 7-0„ 10'-7" 2 X6G N co I 3'-91„ 2 TAN � , r L N ' 2868 C W/ LINE OF 2" WH r c0 SELF CLOSER CONC. CURB N c1 ENTRY 1 /2" WALLZo BEDROOM 2 8'-8" CLG. _ _ _ _ _ _ BOARD ON " "� 22 X 54 1 GARAGE SIDE i ATTIC ACCESS 8'-8" CLG. �� 8 8 PROVIDE L ----------- 101-011 - " 4'-0" INSULATION 17'-4" AS REQ'D FLAT SOFFIT AT T-4" *25 SH 37"X63" EGRESS 2 CAR o GARAGE N 8'-8" CLG. N 1/2" CEILING BOARD ABOVE �-` -- ------------------------------------1 I I 16070 GARAGE DOOR 4'-0" 6'-0" IK 10'-011 ,_4" '-4" 16,_0" " '_4 11141 11 18'-8" 5'-0" lk 701 35'-0" 1 A-5.1 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 I WALL TYPES I 2x WOOD/STEEL FRAMED PARTITION INTERIOR PARTITION w/ INSULATION CMU WALL w/ FURRING & INSULATION NOTE: INTERIOR WALLS ARE DRAWN I STAIR DIAGRAM I fJ I 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 10" NOSING 11 SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL S BRACKET SPACED OLID SURFACE R6 (u� 16" O.C. FOR COUNTERTOP VERHANGS GREATER THAN 10" TOP PLATE 2x4 STUD WALL F-2" MAX. SEE PLANS FOR WALL LAYOUT = 1/2" GYP. tBASE CABINET AS BD. PER SHOP DWGJ iv WD.BASE MOLDING FINISH FLOOR FISH IT FLOOR rSUBFLOOR TYPICAL DOOR PLACEMENT DIAGRAMS ODOORS LOCATED WITHIN A LENGTH OF WALL ARE TO BE CENTERED UNLESS DIMENSIONED OR NOTED OTHERWISE. DOORS LOCATED ADJACENT TO WALL B INTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. 67 0. -®' ' ! - I N ATE F • it, A- It :ka� -:cC OR10,-- 49Z N w }=or LU �00E- } W OCa0 p H co Q = W ~ �c~i�ww cr_ cc °S �W ZZ W Q CL _ c _ �C/)a0_Q �P< cz Qo 0 0 O U O Z °° a p O o I w w (L U) U) w I --I w O U C U) O U) aaaaa �Z COMMUNITY: LINK A CALU A SPRINGS PLAN # 6100 RELEASED: 02/04/21 SHEET A` of z z 3 D D O x i 2 D Z r Z Jn z n JJ 4" WIDE STUCCO BAND / I +1 I 411 I 4" \\ I I 4"WIDE ---� STUCCO BAND i WINDOW HEAD & SILL DETAILS SCALE: 3/4"=1'-U" / 4" WIDE I STUCCO +1 BAND I 211 BLDG. HEIGHT - - - ROOF SHINGLES PER COMMUNITY SPECS. (2- / 1 GARAGE HEAD TRIM DETAIL _ i� T.O. MASONRY SCALE: 3/4"=1'-0" c' co T.O. WINDOW '-o , °0 4" WIDE ao STUCCO BAND F- (+1) FIN. FLOOR - 12 5� *35 SH 0 REAR ELEVATION SCALE: 1 /4"=1'-0" 12 5 6068 SGD 5:12 12 5 12 3068 ROOF SHINGLES PER COMMUNITY SPECS. DI 35 SH mnl NO I Fn--1, E-1 I I Fn-1 IN Ful En Ful F-M-11MMM-10011FUll ,IF= FM Fnl FM FM Fn FRONT ELEVATION SCALE: 1I6"=1'-0" 4" STUCCO BAND (+1) 1 1-011 ROOF SHINGLES PER COMMUNITY SPECS. 4" WIDE STUCCO BAND (+1) 6" FASCIA, TYP. ul 4" WIDE STUCCO BAND (+1) PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH r...... ;.�..:. �. . 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 M6 & C1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) IY W WZO= o >. I- Wo ao C) ap31W- W (Lu)Wg �cc cc. ir ot9ZZ0W WDom. _C� Cr -3U)C)OcU Qz� n a c 0 �Q Q O O � O Z O U ME" � Im co w w o w w M ct$ rQ w Z w O cn R lx L) W 0 U) o� N O lzZ as< aa COMMUNITY: UNKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: OV04121 SHEET A24, I A C7 z Q 2 0 :n z g z 0 T.O. MASONRY 0o co °p 12 9„ 5 � ROOF SHINGLES PER 12 COMMUNITY 9" 5 SPECS. 5:12 0 12 5:12 5 L L LEFT ELEVATION SCALE: 1 /4"=1'-0" RIGHT ELEVATION SCALE: 1 /4"=1'-0" 12 5 5:12 0 12 -� 5 ROOF SHINGLES PER COMMUNITY SPECS. 1'_011 12 ,--�fl5 FIN. FLR. 1'-0" 2'_011 T.O. MASONRY 07 n PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTUREN FINISH TRIM COLOR =FN NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) pFB 03 G. *� No 2 ��e ;car TE F 0' 1 01VAL 0 jjs— � W }_CC Lu Luo°f- } W OCQO p H cc (AVWW Q = W ~ (L(~/)WW 5 cr I= cr- Y 0 H Z Z Z Z O Lu Z w CL (L � U) 00 �I-Qzp cz'cz ri cz n O �Q Q O O U U) O Z OA 0 00 ~' O 1--m w 0 I w w w w � Q MEMO w w w x O E U W 0 z z Od �o lzZ aaaaa COMMUNITY: SPRINGS PLAN # 6100 RELEASED: 02/04/21 SHEEP A2*2 ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 2011 SQ. FT. 965 SQ. IN. UPPER VENT 40% NET VENT MIN. 386 SQ. IN. UPPER VENT 50% NET VENT MAX. 483 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 551 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SQ. IN. / LF. 84 LF. NOTE: LOCATE RIDGE VENTS 2'-0" OFF ALL HIPS RIDGES OR VALLEYS, MIN., TYP. R806.2:THE MINIMUM NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. 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" w } 2 cc �OOI=— WowC¢O p F— Lu < p w CL ;LULU m cr ct cr Y Q F— z coLLOO(f) zQz� zz_ <+ -� Lu w a 2 cra 30 00 �2ZLL0 �F-<Zcz . Q.i •- cz L n c�`�+( a .�. � C O �Z $3 H 0 0 O i 10 a o � O w O w (t a� w w w x cn m< I U) W G 1l O� IIZ <1 <1<a COMMUNITY: UNKS AT CA SA SPRINGS PLAN # 6100 RELEASED: 02/04/21 SHEET A3. I T.O. MASONRY T.O. WINDOW FIN_FLR__-__-___ 1 A5.1 ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) i ROOF TRUSSES SEE FRAMING SHEET FOR • INSULATION PER ENERGY CALCS, TYP. .....err..��c ax.rrr.�.rr... FUR �_�L.wwWW1/!R._..A A..�..R-�i1-�l..R..�1i..... !!*.off_**..�.�--+aif- - BUILDING SECTION SCALE: 1 /4"=1'-0" 12 5 BEDROOM 3 2 A5.1 onr%C oww±i Mn MCM /lr1KA\At IRIITV BUILDING SECTION SCALE: 1 /4"=1'-0" A5.1 T.O. MASONRY --------------- __-__-__- T.O. WINDOW FIN._FLR._ 1+ FTOM OF LINTEL "-4" A.F.F. O�Zo ?% Ste\° V. `�- v * : N 8;S V �=p: TEOF %� cc W LUz0= O } >oCQ0 LLI I- Q ? 3: W Lu ;LULU J Y O 1- z 06L.L00� zZZ~uj °Cga<J Lu a = a Z:Z a0 U) H Q Z 0 cz n �6 a o O H O O O U O wj QO O 00 Ono O U w U) O w Z w ME" No=" A U) "i w<"mo La w (a w 2 U) O R U W G O� wz aaaaa COMMUNITY; UNKS AT A SPRINGS PLAN # 6100 RELEASED: 02/04/21 SHEET AS. I SEE SOFFIT AT RAKE (BEYOND) ROOF PLAN REFER TO PLANS _ FINISH PER PLAN == = 7/8 STUCCO OVER LATH W/ 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB --- (OR APPROVED EQUAL) BENT METAL FLASHING _= REFER TO "L" FLASHING DETAIL 2X LEDGER BOARD �(REFER TO ELEV.) INSULATION AS 2X ALUM WRAPPED FASCIA PER SPECS. BD. w/ALUM DRIP EDGE GABLE END ROOF TRUSS - REFER TO HURRICANE STRAP EACH END OF STRUCTURALS TRUSS - REFER TO STRUCTURAL PRE-ENGINEEREDUSOFFIT AS PER SMASONRY LINTEL, SEE TRUCTURALS TYP. HIPPED PENT ROOF DETAIL SCALE: 1/2" =1'-O" 1-STORY - MASONRY WALL ROOF SHINGLES OVER ROOF SHINGLES OVER 12 15# ROOFING FELT 12 15# ROOFING FELT SEE ROOF PRE-ENGINEERED ROOF SEE ROOF PRE-ENGINEERED ROOF PLAN TRUSSES AT TYP. 24" O.C. PLAN TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END HURRICANE STRAP EACH END OF TRUSS - REFER TO OF TRUSS - REFER TO STRUCTURAL. STRUCTURAL. TOP OF C.M.U. 4 TOP OF C.M.U. (REFER TO ELEV.) (REFER TO ELEV.) INSULATION PER COMMUNITY SPEC. SEE 1 2x6 ALUM WRAPPED FASCIA SEE ENERGY CALCS. _ - ELEV I EEEV BD. w/ALUM DRIP EDGE. 1/2" (MIN.) ------ SOFFIT PER SPECS 1/2" (MIN.) CLG. BD. 2x6 ALUM WRAPPED FASCIA CLG. BD. ix PT DRAPE BLKG BD. w/ALUM DRIP EDGE. (r TYPE'X' GYP. BD. SEE STRUCTURAL ABOVE WINDOWS 1/2" SOFFIT PER SPECS TO BE PROVIDED PLAN G.W.B. WHEN LIVING SPACE EE STRUCTURAL IS ABOVE GARAGE) WINDOW PER PLAN PLAN 8" CMU BLOCK W/ CEMENTITIOUS FINISH (BEYOND) GYP.BD. WINDOW SILL 1/2" GYP. BD. OVER RADIANT PRECAST WIN. SILL BARRIER INSULATION (R-4.1) ATTACKED TO 1 x2 PT. FURRING @ 24" O.C. SLOPE GRADE AWAY EXPANSION JOINT DRIVEWAY PER COMMUNITY BASE BOARD FROM HOUSE GARAGE SLAB, 4" ' SPECS SEE STRUCTURAL OL 0'-01, PLANS01-01, FIN. FL. SLOPE SSE FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. 1-STORY WALL C@ WINDOW SCALE: 1/2" =1'-O" 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 EXTERIOR- CMU BLOCK WALL NOTE: ELECTRICAL PANEL IS TO BE INSTALLED ACCORDING TO ALL APPLICABLE LOCAL, STATE AND NATIONAL CODES. VERIFY PANEL DIMENSIONS PRIOR TO CONSTRUCTION. GYPSUM GYPSUM BOARD BOARD Z n 3 1/2" IL GYPSL w BOARD GARAGE a NICHE F( ELECTRP PANEL & WIRING M ELECTRICAL PANEL ELECTRP PANEL N co `D EXTERIO CMU BLC WALL N CONCRE CONCRETE CURB REFER CURB RE TO PLANS TO PLAN; CONCRET °, SLAB ON GRADE � , �....::_::� ; I ;......., i ,.,......., . _....,...., GRADE Al GARAGE FLOOR •1 • `FOUNDATION M PER STRUCTURAL DRAWINGS WALL SECTION Qr GARAGE DOOR SCALE: 1 /2" = 1'-O" ATTIC OR SECOND FLOOR LIVING SPACE REFER • PLANSMIN - - mT=_l _WEN ELECTRICAL PANEL NICHE AT CMU BLOCK WALL SCALE: 1/2" = V-0" NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION 0 3?O?! G. ;TE 7F :� 10NAt 0G��� 1�0I111111O IY W } _ CC �00} F- >oWCQO W�I- Q�I- W J U) W cc cc YQHZ LL00cn Z Z Z ~ Z W a = a Z Oa w �I-Qz0 n �c) a o Q 0 0 0 U c 0 O OON" I wU �I U w MEMO OEM aU) a c Q w w w 2 cn m< I R U W G N 0� rn aaaaa RZ COMMUNITY: UNKSATCALUSA SPRINGS PLAN # 6100 RELEASED: 02/04/21 SHEET AS92 'o m 2 T "L" FLASHING SCALE: N.T.S. WOOD SHEATHING 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) 8" THICK, 3 COAT CEMENT PLASTER METAL LATH LAP WRB & TAPE OVER ROOF/WALL SCREED 5X5 "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) ICE AND WATER SHIELD 15" VERTICAL AND 15" DOWN ROOF CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF CEMENT SHINGLE ROOFING 4) INSTALL WINDOW OR DOOR. FASTEN PER PRODUCT APPROVALS AND SEAL WINDOW OR DOOR FRAME TO P.T. WOOD BUCK AND MASONRY SEAL EDGE OF P.T. WOOL BUCK TO MASONRY 2) SET P.T. WOOD BUCK OVER CMU WATERPROOFING IN URETHANE SEALANT. FASTEN PER PRODUCT APPROVALS. 3) APPLY LIQUID WATERPROOFING MEMBRANE OVER THE TO AND EXTERIOR FACE OF BUCK AND SILL CMU OPENING WATERPROOFING SCALE: N.T.S. 8" THICK, 3 COAT CEMENT PLASTER 60 MIN. GRADE D PAPER BACKED LATH BARRICADE PLUS WRB (OR APPROVED EQUAL) / WRAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP �- WRB APPROX. 1-1/2" ABOVE SHINGLES ROOF/WALL SCREED a g ;00 g 5X5 WALL FLASHING KICK -OUT FLASHING (SEE DTL. BELOW) w FELT UNDERLAYMENT QV SHINGLE ROOFING FASCIA WRAP DRIP EDGE: OVERLAP 3", EXTEND BELOW SHEATHING, MECH. FASTEN 4" O.C. MAX. KICKOUT DETAIL SCALE: N.T.S. STEP 1 FOLE FOLD @ FOLD INWARD @ PT. A STEP 3 ©© FOLD @ 770 FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C EXTERIOR CMU WALL 1) PROTECTO WRAP LWM200 OR SIMILAR ON WINDOW SILL, JAMBS AND HEAD. APPLY AROUND CORNER AND EXTEND 6" ALL AROUND THE EDGES OF THE WALL PRECAST SILL STEP 2 m FOLD INWARD @ PT. A CREASE @ PT. B STEP 4 WATERTIGHT SEAL. FOLD. DO NOT CUT. BOTTOM FLANGE FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C FOLD PT. C OVER PT. B TILL PT. C TOUCHES BOTTOM FLANGE \\����rrlllr/ri,� • No 8 I TE O 1 1 /S�iA`�/ss OtiA�.. ���a�O•i���. w cl }2CC � 0 >. W o <0 o�- CnUwW fLcr-w F D cr Y O I— Z LL 0 0 U) Z Z Z Lu cl) ~ Z LU (L Q 2 J w�-2cca JCQ000 =ZIL(n H Q ? � n a cz O zd- r O O 0 U O (� 00LLM o p� � O � O �..� a� w � w w wA (L m< w w w x U) 'd z 0 a c o U � 4 �o a a a a a Z i i i i i i i COMMUNITY: SPRINGS ! PLAN # 6100 RELEASED: 02/04/2 f SHEET i GYP I 3-BULB FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4"=1'-0" IRRIGATION 2" PVC CONDUIT TIMER 2-2/0 COPPER 1-1/0 COPPER OR 2-4/0 ALUMINUM 200 AMP 42 METER 1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT #4 COPPER OR ALUM. BREAKER PVC 1 /2" PVC CONCRETE ENCASED GROUNDED ELECTRODE T� I II�''IIII II� Ilia-,l ELECTRICAL RISER DIAGRAM NOT TO SCALE ELECTRICAL KEY 0 DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH KEYLESS LIGHT FIXTURE CEILING MOUNTED LED LIGHT FIXTURE �- WALL MOUNTED INCANDESCENT LIGHT FIXTURE 00 VAPOR PROOF LIGHT FIXTURE +m LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE f) EXHAUST FAN p EXHAUST FAN/LIGHT COMBINATION ® CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) ® COMBINATION SMOKE / CO2 DETECTOR ® SMOKE DETECTOR ►4 TELEPHONE (OPTIONAL) Q TELEVISION (OPTIONAL) oll ELECTRIC METER i ELECTRIC PANEL DISCONNECT SWITCH Q JUNCTION BOX STANDARD ELECTRICAL LINE NOTES: 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AND ARC FAULT CIRCUIT INTERRUPTERS (AFCI) PER 2020 NEC 210.12 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR: SWITCHES ........... 42" OUTLETS.............14" ABOVE COUNTER OUTLETS ...... 46" TELEPHONE ......... 14" TELEVISION .......... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. OUTLET AND LIGHTING RECEPTACLES FOR ALL DWELLING ROOMS, WITH THE EXCEPTION OF KITCHENS, BATHROOMS, AND GARAGES, SHALL REQUIRE AFCI PROTECTION. 5. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH 2O20 NFPA 70, FLORIDA RESIDENTIAL CODE 2020, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 6. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. 7. CIRCUIT NUMBERS ARE FOR REFERENCE ONLY. 8. LUMINIAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF 2020 NEC 410.16(A) & (B) 9. RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED 10. A MIN OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS 11. GFCI DEVICES SHALL BE READILY ACCESSIBLE 12. REFER TO ENERGY CALCULATIONS FOR ADDITIONAL INFORMATION. 13. PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN COMPLIANCE WITH NEC 110.26. 14. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE Q: W wz0= O} H Lu >c¢ cc0 w�cl Q?G]w w J(nwg ED cc Ye 0 z ,S LL 0 U) _O Z Z Z ~ °C L < w W n- 2 0= �- �U)a0Q_ CZ n Q o O �¢ Q 0 0 0 ft hd U 0 z 00 o a 0 j 0 LLO U w w to m � Noma a cnw OEM u < mi w w w w 2 X cn O U W cn O� Uo aaaaa Z COMMUNITY: UNKS SPRINGS PLAN # 6100 RELEASED: 02/04/21 SHEET E I.`I �In N T N SLAB PENETRATION PLAN SCALE: 1 /4"=V-0" Cc W 2 Im ~ 0 0 ~ WOWC¢O H a�W w J ) W W ED cr cr X Y Q H z ,aLLOOcn zzl=W W (L Q a _�_ �U)a0� a?o CZ cz o a� H O O U Z O m � 00 0 � w o z wa w a a (L Im w U) z O i a ul o I I I I I z N '_f I I 0 Z a a a a I a I I I I I I I I I I COMMUNITY; UNKSATCALUSA SPRINGS ! PLAN # 6100 RELEASED: 02/04/21 SHEET f P I 0 z 3 Ir 0 z g I1 w w lIIA7i'�1�I'� y i i �� t i ll��lll, MASONRY LINTEL A55EM5L I ES 5EE 50HEDULE AND 5PEOFIGATION5 FOR ADVL INFO MIN. (U COUR5EMOND 1 i +� MIN. (1) COUR5E/BOND L4J I BEAM ABOVE LINTEL I L4J i BEAM ABOVE LINTEL . 6ROUT GROUT BOTTOM REW Q, RE PRECAST LINTEL W BPRECAST LINTS w/ #-�-f B BEDDED REINF. 4i LTIDED NF. MB-1 MB-2 TOP CARSF, IF m �1 i '+►- TOP COURSE IF L4J 1 I L4J I REQ'D PER ARCH. � _ � REQ'D PER ARCH. TOP REINF. OR GONT. GONT. BOND BEAM BOND BEAM REINF. REINF. AS REQ D -_ M GROUT BOTTOM REINF. BOTTOM REINF. PRECAST LINTEL W p EMBEDDED REINF. I n• I PRECAST LINTEL W BIDED 10W. M5-3 N MB-4 MASONRY LINTEL DETAILS REINFORCEMENT MARK DE516NATION TOP BOTTOM 5HEAR REINFORGE:MENT MEH 8F8-OB/OT ---- ----- M13-2 8F8-IB/OT ----- (1) #5 MB-3 81`I6-1134T (1) #5 (1) #5 MB-4 8W14-I13 --- ---- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S GONGRETE. NOTE5: I. ALL LINTELS w/ 51FAN5 6REATER THAN 14'-0" 5HALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINTEL5 5HALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT 5HALL BE GRADE 60, fy=bO k51 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTEL5 ARE TO BE LOGATED DIREGTLY ABOVE THE OPENIN6 BELOW SHEET LIST INDEX 5HEET DE5GRIPTION SHEET TITLE 5-0.0 5TRUGTURAL NOTE5 F-1.0 5LAB PLAN F-2.0 BLOCK PLAN 5-1.3 ROOF FRAMIN6 PLAN 50-1 FOUNDATION DETAILS 50-2 5TRUGTURAL DETAIL5 P1355-1 5TRUGTURAL DETAILS GENERAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BA5ED ON lth EDITION (2020) FLORIDA BUILDING GODE. • FOOTING DE516N - THE5E FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING GAPAGITY OF 1,500 P5F. • ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT IN CONCRETE OR MA50NRY FOUNDATION SHALL BE PRE5ERVATIVE TREATED SOUTHERN PINE #2. •FASTEN PARTITION WALL5 TO SLAB NITHA" DIA. x 25/4" LONG TAPGON5 o 32" o.c. MAX. WITH A MINIMUM OF 2 TAPCON5 PER PLATE, 12" MAX. FROM PLATE EN05. • BUILDER TO VERIFY GORRO51ON-RE5I5TANGE COMPATIBILITY OF HARDWARE 4 FA5TENER5 IN CONTACT w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • CONCRETE DE516N BA5ED ON AGI 318. CONCRETE 5HALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAY5, U.N.O. f'c = 2,500 psi:....... FOOTING5 2,500 psi:....... 5LAB5 ON GRADE (INTERIOR 4 EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXP05ED TO THE WEATHER 5HALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 5HALL BEAR AT LEAST 12" BELOW FIN15H 6RADE. • FOOTIN65 AND 5LAB5 ON GRADE 5HALL BEAR ON VIR61N 501L OR q5% COMPACTED FILL. • MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT 5HALL BE 46 BAR DIA. • HOOK5 5HALL BE PROVIDED AT 015GONTIN0005 END OF REINF. • 6ROUT 5HALL BE A5TM 6416 F'6=3000 P51 w/ MAX 3/e" A66RE6ATE • CONCRETE MA50NRY UNITS 5HALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE 5TREN6TH OF MOO P51 (F'M = 1500 P51). ALL MORTAR 5HALL BE A5TM G210, TYPE 5. GMU DE516N BA5ED ON AGI 530/550.1 • REINFORCED GMU GORES (A5 INDICATED ON PLAN) 5HALL El BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR 5HALL EXTEND INTO BOND BEAM AT TOP WALL AND 5HALL AL16N WITH FOOTIN6 DOWEL BELOW. PROVIDE MIN 30" LAP 5PLIGE WITH FOOTING DOWEL. • 6ROUT SOLID ALL REINFORCED GMU GELL5 AND BOND BEAM5 • ALL BOND BEAM5 ARE TO BE 8" GONT. FULL LEN6TH OF WALL w/ (1) #5 BAR GONT. (TYP. ® EXT. PERIMETER) • PROVIDE (1) #5 BAR 6ROUTED SOLID ON EACH 51DE OF ALL MASONRY OPENINC75 AND AT ALL WALL GORNER5. • VERTICAL REINFORCEMENT 5HALL BE HELD IN PLACE AT THE TOP AND BOTTOM, 5HALL BE LOGATED IN THE CENTER OF THE MASONRY CELL, AND 5HALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR NALL5. (A5 5HOWN ON PLANS) • ROU6H OPENINC75 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINT5 AT ALL IN51DE GORNER5 OF 5LAB E06E5, AND OTHER LOGATION5 WHERE 5LA5 GRAGK5 ARE LIKELY TO DEVELOP. EXACT LOGATION5 PER BUILDER. • 5AN GUT OR TOOLED JOINT DEPTH 5HALL BE Y4 OF THE DEPTH OF THE 5LAB (I" FOR A 4" 5LAB) • JOINT5 5HALL BE LOCATED o 12-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN 5HALL BE A5 CL05E TO 5QUARE5 A5 P0551BLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION 5PEG F I GATI ON5 (TYP. U.N.O.) DE5GRIPTION OF BLD6. ELEMENT 3"4.131" NAIL5 3"x0.120" NAIL5 J015T TO 50LE PLATE (3) TOENAIL5 (3) TOENAILS* 50LE PLATE TO J015TBLK'6. (3) NAIL5 o 4" o.c. (3) NAIL5 0 4" o.c. STUD TO 50LE PLATE 2 TOENAIL5 (3) TOENAIL511 TOP OR 50LE PLATE TO STUD 2 NAIL5 3 NAIL5 RIM TO TOP PLATE TOENAILS o 8" o.c. TOENAIL5 o 6" o.c.* 6LK'6. BTWN. J015T5 TO TOP PL. (5) TOENAILS (3) TOENAILS* DOUBLE STUD NAIL5 a 24" o.c. NAIL5 0 16" o.c. DOUBLE TOP PLATE NAIL5 o 24" o.c. NAIL5 o 16" o.c. DOUBLE TOP PLATE LAP 5PLIGE q NAIL5 IN LAPPED AREA II NAIL5 IN LAPPED AREA TOP PLATE LAP o CORNER5 4 INTER5ECTIN6 WALLS (2) NAIL5 (2) NAIL5 * 2Y2"4.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"4.120", 5AME 5PAGIN6 OR NUMBER OF NAIL5. (ONLY ACCEPTABLE WHERE ARE 5HONN) TH 15 MODEL HA5 BEEN DE516NED IN AGGORDANGE WITH THE 7th EDITION (2020) FLOR I DA BU I LD I N6 CODE (SECTION 160q) LATERAL DE516N REQU I REMENT5 FOR THE FOLLOWIN6 WIND 5PEED EXP05URE ONLY: 140 MPH - EXP. B WIND I MPORTANGE FAGTOR = 1.0 INTERNAL PRESSURE GOEFE I G I ENT = ENGL05ED, +/- 0.18 ANY WIND 5PEED/EXP05URE NOT LISTED HERE REQUIRES FORMAL EVALUATION I APPROVAL FROM M+K STRUGTURAL EN6INEERIN6. EXTERIOR 4 SHEAR JAALL SHEATHING 5PEG I P I CATI ON5 INDICATE5 LOCATION AND EXTENT OF 5HEARWALL NHIGH REQUIRE5 5HEATHIN6 AND/ OR FASTENING 5PEGIFIGATION5 BEYOND THAT OF 5TNORD CON5TRUGTION 5YMBOL SHEAR PANEL 5PEG. 15/52" PLYWOOD OR 05B FASTENED W PI 21211x0.131 " NAIL5 @ 6" o.c. ALONG PANEL E06E5 AND 12" o.G. IN THE PANEL FIELD. 15/32" PLYWOOD OR 05B FASTENED W P3 2I2"x0.131 " NAIL5 @ 3" o.c. ALON6 PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENT5: SHEATHE ALL EXTERIOR WOOD FRAMED NALL5 w/ 15/32" PLYWOOD OR 055 FA5TENLll w/ 2 "x0.131" NAIL5 ® 6" O.G. AT ALL PANEL EDGES AND ® 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL ED6E5 5HALL OCCUR OVER FRAMING OR 2X BLOGKIN6 5HALL BE PROVIDED TO SUPPORT PANEL EDGE AND FASTENING 2. ALL 5TRUGTURAL PANEL5 ARE TO BE DIRECTLY APPLIED TO STUD FRAMIN6 ® 16"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARNALL5 5HALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER W %"xO.131" NAIL5 ® I6"o.G. U5E (8) %"xO.131" NAIL5 ® EA. LAP 5PLIGE. (TYP. U.N.0) 4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALL5 ARE GONTINUOU5 SHEATHED ABOVE AND BELOW OPENIN65. 5. 5EE ARCHITECTURAL PRANIN65 FOR ADD'L WALL GON5TRUGTION REQUIREMENT5. 6. ALL EXTERIOR NALL5 ARE GON5I0ERED 5HEARWALL5. 1. WHERE PANEL5 ARE APPLIED TO BOTH FAGE5 OF WALL, PANEL JOINT5 5HALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBER5. 8. A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENIN65 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LON6 A5 THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 EDGE NAILIN6 REQUIRED AND OCCUR 16" MINIMUM FROM THE EN05 OF THE 5HEARNALL. q. ALL 5HEATHIN6 PANEL5 TO MEET U.5. PRODUCT 5TANDARD P51 OR P52, OR APA PRP-108 WITH 3% SPAN RATIN6 (MAX) 10. NOTE: IF FIRE -RATED OETAIL5 ARE REQUIRED BY THE ARCHITECTURAL PLANS, THE 5HEATHIN6 U5ED IN THE -FIRE RATED A55EMBLIE5 5HALL BE NOMINAL D/2 " THICK, APA RATED 5HEATHIN6 alb EXPOSURE 1 055 OR PLYWOOD PEi AGGORDANGE WITH THE UL DE516N5 5PEGIFIED. Window 4 Door Allowable Wind Pre55ure5 140 MPH Wind Zone Ex o5ure B OPENING 51ZE INTERIOR ZONES END ZONE5m 8' Garage Door +18.5 P5F/-20.q P5F +18.5 P5F/-20.q P5F 16 Garage Door +11.1 P5F/-Iq.l P5F +11.1 P5F/-Iq.l P5F 10 SOFT. +21.2 P5F/-22.01 P5F +21.4 P5F/-26.3 P5F 20 5QFT. +20.2 P5F/-22.0 P5F +20.2 P5F/-26.4 P5F 50 5QFT. W1.0 P5F/-20.8 P5F +Iq.O P5F/-23.q P5F 100 5QFT. +16.0 P5F/-Iq.B P5F +I8.0 P5F/-22.0 P5F 500 5QFT. 1 +15.8 P5F/-I1.b P5F +15.8 P5F/-I1.b P5F mEnd Zone 15 defined as the Smaller of 10% of least horiz. dim. or 40% of mean roof height. NOTE. Pressures charted here are allowable pressures and have been reduced per A5GE 1-16 section 2.4.1 from ultimate pressures. Divide allowable pressures dove by a factor of 0.6 to obtain ultimate pressures. ROOF FRAMIN6 • 5EE ROOF TRU55 UPLIFT CONNECTOR 5GHEDULE FOR ALL ROOF TRU55 GONNEGTOR5. • ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05B/PLYWOOD 5HEATHIN6 2%, EXP05URE I. FA5TEN 5HEATHIN6 TO ROOF MEMBER5 w/ 2 3/b"x0.113" RIN6 SHANK NAILS (R511;Z5-01 OR EQUIV) a 6" O.G. AT PANEL ED6E5 t ® 6" O.G. IN FIELD. FA5TEN 5HEATHIN6 TO 6ABLE END 4 DRAG TRU55E5 w/ RING 5HANK NAILS A 3" O.G. (U.N.0). PROVIDE BLOCKING ALONG PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM 6ABLE END. PROVIDE "H" 51YLE GLIP5 ALONG UNSUPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY 5ET5. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR GLIP5 0 24" O.G. • ALL METAL HAN6ER5 SHALL BE 5PEGIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWI5E NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER NTGA 4 TPI'S BG51 I GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6 4 BRAGIN6 OF METAL PLATE CONNECTED WOOD TRU55E5." • ROOF TRU55 SHOP DWG-6. 5HALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • 5UPPORT PORGH 8 5HORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER F.A5TENED TO FRAMING w/(2) 3"4.131" NAIL5 ® 16" O.G. U10L I PT CONNECTORS BEARIN6 CONDITION CONNECTOR CONNECTOR < 15' 51MP50N H2.5T 51NGLE ROOF TRU55 BEARING ON > 15' SIMP5ON HIOA WOOD 5TUD NALL/NOOD BEAM ROOF 61RDER TRU55 BEARIN6 ON ALL 51MP50N HT520 WOOD 5TUD WALL/WOOD BEAM 51N6LE ROOF TRU55 OR PORCH ALL 5IMP50N HETAI6 BEAM BEARING ON GMU WALL ROOF G.T., FLUSH BEAM OR ALL (2) 51MP50N HETAI6 FLUSH G.T. BR6. ON GMU WALL ALL BEARING POINTS OF EACH ROOF TRU55 5HALL BE CONNECTED WITH CONNECTOR A5 L15TED ABOVE. IT 15 THE RE5PON5113ILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/7I-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 GON5TRUGTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENT5 OF A5GE-1-16. ALL UPLIFT CONNEGTOR5 AND LOADS PER THI5 DRAWING 5HALL 5UPER5EDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR 5PEGIFICATION5 AND LOADS 5HONN ON THE 5HOP GARD5. LEGENO • ® INTERIOR BEARIN6 WALL • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • M LOCATION AND EXTENT OF 5HEARWALL -.-.-.-1 • I: : I EXTENT OF OVERFRAMIN6 •----- - -----INDICATE5 I/8"A" SAW GUT CONTROL JOINT INDICATE5 LOCATION OF REINFORCED GMU GORE (5EE NOTES) J L METAL HANGER INDICATE5 P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. GENERAL STRUCTURAL NOTES • DE516N 15 BA5ED ON lth EDITION (2020) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERIN6 15 BA5ED ON ND5, "NATIONAL DE5161N 5PEGIFIGATION FOR WOOD GON5TRUGTION" - LATE5T EDITION. • DE516N LOA05: ROOF LIVE = 20 P5F DEAD = l P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INCLUDING 5TAIR5 4 DEGK5) = 30 P5F ® SLEEPING AREA5 = 50 P5F ® GARAGE = 200 # POINT LOAD ® 6UARD5/HANDRAIL5 = 50 P5F ® GUARD IN -FILL COMPONENTS DEAD = 10 P5F (20 P5F TOTAL ® TILE) WIND ULTIMATE WIND 5PEED $ EXP05URE A5 L15TED R15K GATEC70RY II 6ENERAL FRAMIN6 • EXTERIOR WOOD 5TUD BEARIN6 WALL5 5HALL BE 2x 5PF#2 OR 5YP#2 o 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARIN6 WALL5 5HALL BE 2x 5PF OR 5YP STUD' GRADE LUMBER o 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 5HALL BE GON5TRUGTED WITH 2x STUD' GRADE MEMBERS 5PAGED o 16" O.G. (MAX.). • ALL NON -BEARING INTERIOR STUD NALL5 5HALL BE GON5TRUCTED WITH 2x 'STUD' GRADE MEMBERS 5PAGED o 24" O.G. (MAX). • ALL HEADERS 5HALL BE 5UPPORTED BY (1)2x JACK STUD 4 (1)2x KING STUD, MINIMUM. - THE NUMBER OF 5TU05 5PEOFIED AT A SUPPORT INDICATE5 THE NUMBER OF JACK 5TUD5 REQUIRED, U.N.O.. • ALL HEADERS, BEAM5 $ OTHER 5TRUCTURAL MEMBERS 5HALL BE 5PRUGE-PINE-FIR #2 (5PF) OR 5OUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAM5 4 HEADER5 W/ 3-ROW5 OF 3"xO.131" NAIL5 0 12" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FAGE5 3-PLY OR MORE GONDITION5. UTILIZE 2 ROWS OF NAIL5 FOR 2x6 $ 2x8 MEMBERS. • FACE NAIL BUILT UP 2x P05T5 W/ 3"x0.131" NAIL5 o l6" O.G. 5TA66ERE0. APPLY NAILING FROM BOTH FAGE5 o 3-PLY OR MORE GONDITION5. • REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL GONNEGTION5 (TYP. U.N.O. ON PLANS). • 5HEATH ALL WOOD FRAMED EXTERIOR NALL5 w/ 1/16" 05B FASTENED W 2Y2"xO.131" NAIL5 ® 6" O.G. ® E06E5 4 12" O.G. GENTER FIELD. PROVIDE HORIZONTAL 2x BLOCKING AT ALL UNSUPPORTED PANEL E06E5. TYPIGAL U.N.O. ON THE PLANS. • PROVIDE 50LID BLOGKIN6 IN FLOOR 5Y5TEM UNDER ALL P05T5 GONTINUOU5 TO FOUNDATION/13EARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10^6 psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox►0" 6 psi • FOR 2 4 3 PLY BEAM5 OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OF 3"4.131" NAIL5 o 8" O/G OR 2 ROW5Y4"x3)42" 51MP5ON 5D5 5GRE1^5 (OR 5142" TRU55LOK 56REN5) o 16" 0/0. U5E A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FAGE5 FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/5GREW5 2" FROM ED6E. 50LID 3 Y2" OR 5 Y4" BEAM5 ARE ACCEPTABLE. U5E 2 ROWS OF NAIL5 FOR 2x6 $ 2x8 MEMBERS. • FOR 4 PLY BEAM5 OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OFY4"xb" 51MP50N 505 5GREW5 (OR 6 3/4" TRU55LOK 5GREN5) ® 16" O/G. U5E A MINIMUM OF 4 ROW5 FOR BEAM DEFTH5 OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FAGE5 (ONE 51DE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. A 50LID l" BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL 5TUD5 IN GONTAGT w/ GMU WALL5 5HALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LONG TAPGON5 ® 24" O.G. FLOOR FRAMING • I-JO15T5/TRU55E5 5HALL BE DE516NED BY MANOR TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HAN6ER5 5HALL BE 5PEGIFIED BY I-JO15T /1RU55 MANUFACTURER, UNLE55 OTHERN15E NOTED. • I-J015T/1RU55 SHOP DW65. 5HALL BE SUBMITTED TO ARCH. $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY • FLOOR 5HEATHIN6 5HALL BE 23/32" GONFORMIN6 TO P52-04, 24" O.G., EXP05URE I, TONGUE AND GROOVE EDGES, FASTEN 5HEATHIN6 TO FRAMING MEMBERS W/ GLUE AND 3"4.131" NAIL5 6" O.G. AT PANEL E06E5 $ 12" O.G. AT INTERMEDIATE 5UPPORT5. TYPIGAL STAIR GON5TRUGTION NOTE5 • (5) 51N6LE PLY 2x12 5TRINGER5 FASTENED TO HEADER AT TOP OR LANDING, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM w/ (1) 51MP50N A35 CLIP AT EACH 5TRIN6ER. • FASTEN 2x6 P.T. PLATE TO CONCRETE 5LAB wl (3) %," DIA. x 3 Y2" LONG TAPGON5. • FASTEN END 5TRINGER5 TO ADJACENT NALL5 w/ (2) 3"x0.131" NAIL5 AT EACH 5TUD, WHERE APPLICABLE. • PROVIDE 3/4" FLOOR DEGKIN6 ON R15ER5 AND I" FLOOR DEGKIN6 ON TREADS. • 5EE STAIR FRAMING 5EGTION FOR MORE INFO. ��y I1...e,/, seal: G. FPz/����� ♦�ti���;� ♦ j'►CEN�F �'�° 'i �. '-'4•, JATE?F ;� W ,♦ �iO�` •,'��ORI'D ♦� �4NA1. ��G��� /SS' © copy rig�. HERf���f� Mural Engineering, Inc. aCD z z_ J W W z N C Z W L J N ►- It � .Q W EE =a Jz Q. I W � y Y Cam` W gc CV7 a 19F IF M&K project number: 068-2001 1 project mgr: drawn by: issue date: JSB MJT 01 -2 6-21 REVISIONS: date: initial: sheet: a C SM0.0 'Q f� 0 J LL LG�N� seal: `\`��'�`�•� °t= t''``'�i 1-011 35 • ® INTERIOR BEARING WALL * N 8 -0 12 -0 15 -0 • - - - BEARING WALL ABOVE ��TEOF ;� • BEAM / HEADER••:�COR10�=•"�v�,\\�. 0' PATIO 5LAB: LOCATION AND EXTENT OF SHEARWALL %910 o ht:MU,S., 3Y2"GONG. SLAB ON �--------�;f — — —� Struihe�rirfg`�nc. ! GRADE (2500 P51I EXTENT OF OVERFRAMIG MIN) w6x6-W1.4xW1.4 Z MESH OR FIBER MESH I I 12" WIDE GONG. _ --�—INDIGATE5 I/8"xl" 5AW GUT GONTROL JOINT = Uj _ o ON q5% GOMPAGTED I LU TURNDOWN EXTENDED I MIN. 12" BELOW GRADE o p INDIGATE5 LOCATION OF REINFORCED GMU GORE W o — FILL OR VIRGIN 501L. — *: LN 2 I (5EE NOTE5) � e Z a L. HVAG 2 UNIT 50-1 I q I 2 I 50-I 5D-I SD -I J L METAL HANGER INDICATES P05T ABOVE. PROVIDE SOLID + a .� = Q c 3 Y2" STEP I BLOGKING UNDER P05T OR JAMB ABOVE. F- A n It =D cm W' ---- --- -+ ---------— ----- —18'_8" -1 REFER T05-O.OFOR TYPICAL 10'-2" , 6'-2" STRUCTURAL NOTE5 SGHEDULE5 = a J z _ H 8 ' ! 5.6.D. RECE55 PER I co m g o. MANUFACTURERS INSTRUCT ION I I i I I I I • I i i M&K project number: • 068-2001 1 • I I I NOTE: REFER TO BLOGK I I project mgr: J S B PLAN FOR ALL DOWEL I drawn by: MJT I LOCATION DIMENSIONS. I I issue date: 0 1 -26-2 T REVISIONS: date: initial: i I SD -I I I o I I i 2 I o I I I .I I I i 11'-0" 7 18'-0" I 5D-I I ----3Y2"STEP-�—------I j- 3 Y2 5TE a am M I 6 4 I I I 0 I SD-1 I 5D-I I - GARAGE SLAB: ( O 3 Y2" GONG. SLAB ON GRADE (2500 P51 MIN.) w/ 6x6-W1.4xW1.4 I I LL ►� _ I MESH OR FIBER MESH OVER 6 I j.j j U� — — I MIL. POLY ON q5% GOMPAGTED 2 • • FILL OR VIRGIN SOIL. I I —I Q 5D-I I 3 -�.--- -- -- -- _--I I _ o z 0 a LLI 0 5 • w 5 jij 'Q U I � x Op d L-------+-- ----J z r% f% W J J 5D-I GLAB FLAN JJSCALE: sheet: _011 1 31110�4� 5_018CC '-0 SCALE: 1/4"=1'-0' (2234 SHEET)35 1/6"=1'-0" (110 SHEET)Fm 1 .0 Y 4 35'-0" LO 31_2 �1 1' �( I_/ II 1' 21_/ II I, 1 1_211 I' 4I-511 I' 4 1_511 I, ij I_/ II V 5I_4II 14, O r- P.- O r N n LEGEND ������������ Ibis : • :: ��171��1^I�1�� • c-- _ _ _ :::i BEARING WALL ABOVE • BEAM / HEADER • M � M LOCATION AND EXTENT OF 5HEARWALL EXTENT OF OVERFRAMIN6 a-- --• — —INDIGATE5'1/8"xl" 5AW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE ED (5EE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOCKING UNDER P05T OR JAMB ABOVE. MASONR'' LINTEL DETAILS REINFORCEMENT MARK DESIGNATION TOP BOTTOM SHEAR REINFORCEMENT MB-I 8F8-OB/0T --- ---- MB-2 8F8-IB/OT ----- (I) #5 MB-3 8FIb-IB/IT (1) #5 (I) #5 45-4 8RF14-15 ----- ----- APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE, QUALITY PREGA5T CO., AND LOTTS CONCRETE. NOTES: I. ALL LINTEL5 w/ 5PAN5 GREATER THAN 14'-0" 5HALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORCEMENT SHALL BE GRADE 60, fy=60 k51 6. ALL LINTEL5 SPECIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW MASONR`1' LINTEL ASSEMBLIES SEE 5GHEDULE AND 5PEGIFICATIONS FOR ADD'L INFO 771 M', (U COURSE/BOND I I MIN. (000JrWBOND L4J I BEAM ABOVE LINTEL i LDJ I BEAM ABOVE LINTEL GROUT 6ROU1 a€ BOTTOM REINF. PRECAST LINTEL.. W I a. I PRECAST LINTEL W B•BEDDW REIF.---'��' BMBEDE7 REIW. MB-1 MB-2 TOP COURSE, IF TOP COURSE, IF I L4J I m ° I LQJ I pmv PER ARCH. I I READ PER ARCH. TOP REIF. OR CONT. CONT. BOND BEAM BODID BEAM REIFF. REIFF. AS READ GROUT 6ROIJr BOTTOM REIF. BOTTOM REINF. -� PRECAST WPFMrA5T LINTEL LINTEL W BIDED REIF. W�-+�--� BIDED FEW MB-32 N MB-4 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES $ SCHEDULES seal:r, a"$���`����; Nt? a ATE F iU z ���►llllltlt��� © c� r�h� MULHERN & KULP aural Engineering, Inc. aZ JF= uJ W Z c� z 8 W d + F- $ L) �Q c oc W� E T -+ m E JZ nS W N y y W m 4u 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: f Q 0 1 LL J L zf _ 0 a W ,Q U UJ 00 0 �U) < 0 J BLOCK PLAN SCALE: 1/4"= I'-0" (2244 SHEET) SCALE: 1/6"=1'-0" (110 SHEET) sheet: Fo,12.0 _��' I++ll�� II II ````II}}II'' �j�� IluI. �����j�J� I III II'I IIIIII! tl!'r� I■ — js.IL IL__ — _. W III■ =A Il:d. �• .1. �J�Y�1 � iuc ��11!■�iL�111WIli��J:J:.i11Y1,- __� � .. _ . .�.�..�,:Nllli�r` ..:_L� I �„1 JAL a: .!� �.:1.. . I � i . i I ,a: ., l I � :' � =I— � it i , � i ut � � - i E _ .,�: ,� , � � u . -JUL'-_ �. = i i .: _ _�.. k .. .. FILLED GELLS (5EE PLAN) 8" GMU BLOCK 4" GARAGE (1) #5 VERT. FROM FT6. TO �.. TOP Y I EW BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. ®GORNER 30" GROUT CELL 50LID GONG. OR PAVER I GARAGE WALL z Q d . DRIVEWAY j— BEYOND GRADE (I 1=1 I _ _ GARAGE 5LABq111, �4"I.(5EE PLAN)rn I I a° III —I I I 16"x8" THICKEN E06E W/ (2) #5 GONT. THICKENED EDGE @ GARAGE DOOR DETAIL SCALE: WS 8" CMU BLOCK !i � ►i • : • r : , FOUNDATION DOPEL 6ROUT GELL ►A �� ►� 1=I1 i (U #5 DOWEL W/ 6" HOOK AT ALL _I � I III=ill-1 T. KALL REINF. (5EE `PLANS FOR LOCATION) =ill—i I' GLEAN COMPACTED � " I =1 11= ' ' ' FILL o 95% 1'-0" MONOLITHIC FOUNDATION STANDARD DENSITY MIN W/ (2) #5 GONT. ON GHAIR5 HHERE 2ND STORY WALL OGGUR5 DIRECTLY ABOVE THE 6' 04) WALL 5HOHN, FT6. SHALL B` 1'-4" WIDE W (2) #5 BAR5 t GARAGE CURB DETA I L 7 SCALE: rvrs GLEAN GOMPAGTED FILL o 95A R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOU5E SLAB (5EE PLAN) (1) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. (5EE PLANS FOR LOCATION) MONOLITHIC FOUNDATION STANDARD DEN5ITY 1 1-0" W/ (2) #5 GONT. ON GHAIR5 MIN. HHERE 2ND STORY WALL OGGURS DIRECTLY ABOVE THE 8' CH) HALL 5HOWN, FT6. SHALL BE 1'-4" HIDE W (2) #5 BAR5 FOOTING SECTION W/ BLOCK DETAIL SCALE: NTS 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL BEYOND OVER %" FURR 5TRIP5 EXTERIOR DOOR -PER BUILDER MTL THRE5HOLD HOU5E SLAB 5ET IN 5EALANT (5EE PLAN) PAVERS (5EE PLANS) .e a .d d e < � All I —III —III —I I — -_ . —_ a 11 —III—III—III I III —III -—III III —I I I-1 I I —I 11- ' 11—I III —I I e I-1 I I-111—I I I I=1 m III I I d 1=1 11=1 1IF- MONOLITHIC GLEAN COMPACTED T "' III =1 I- I i FOUNDATION W/ (2) #5 FILL o 95% STANDARD 1'-0" GONT. ON GHAIR5 DENSITY AND TERMITE MIN. TREATED MERE 2ND STORY HALL OG9)R5 DIRECTLY ABOVE THE 8' CK WALL 5HOWN, FT6. SHALL 13E 1'-4" WIDE w/ (2) #5 BARS ENTRY DOOR DETAIL 6 SCALE: NT5 PATIO/PORCH/LANAI 5LAB (5EE PLAN) 8"x8" THIGKENED — 5LAB W/,(I) #5 GONT. THICKENED EDGE DETAIL 3 SGAa: WS 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP WOVER %" FURR 5TRIP5 FOUNDATION DOWEL MIN. -PER BUILDER 30" GROUT CELL 50LID HOU5E 5LA13 PORGH/PATIO/LANAI (5EE PLAN) 5LA13 OR PAVER5 (5EE PLAN) Nil I Z d ° •� 41. °III—imil d` Q �—III—III—III—� 11- —I dK__1111 dill EXP JOINT III —III —I I I; I 1-111=111-1 #5 DOWEL W/ 6" HOOK AT III=1 11- ALL VERT. WALL REINF. ' I 11=111=III=I I 111= (5EE PLANS FOR LOCATION) -I II III —III —III , .I I GLEAN COMPACTED FILL o 95` MONOLITHIC FOUNDATION 5TANDARD DENSITY 1'-0" W/ (2) #5 GONT. ON MIN. GHAIR5 WHERE 2ND STORY WALL 0CGUR5 DIRECTLY ABOVE THE 8" GMU HALL 5HOHN, FT6. SHALL BE 1'-4" WIDE W (2) #5 BAR5 EXTERIOR WALL ® PORCH/PATIO/LANAI DETAIL SCALE: WS Y2" GYP. BD. EA. 51DE OF 2x4'S o 16" O.G. Y2" J-13OLT5 6" FROM EA. END OF WALL AND 5PAGE o 32" O.G. 2" (6" MIN. EMBED) 5TUD PLATE TIE5 PER PT BOT. PLAN o 5TUD TOP $ PLT. BOT. d O a' a , <d (2) #55 GONT. YV 3" MIN. GLEAR UPLIFT GONNEGTOR5 5UGH A5 5TUD PLATE TIES, HURRIGANE GLIP5, AND ANCHOR BOLT5 ARE NOT REQUIRED ON WALL5 NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE 5UGH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. GARAGE STEP DOWN DETA I L SCALE: ► S 8" GMU (1) #5 VERT. FROM FT6. TO — BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID 2z L co P E ' III=III=III=III= O GLEAN GOMPAGTED FILL o c15% R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR 5TRIP5 -PER BUILDER HOU5E 5LAB (5EE PLAN) �_=_EMRE III=1 11=1 PVG CHASE SLEEVE TO BE —III=1 I I TWICE THE DIAMETER OF :: I ICI =1 11- PROTEGTED PIPE STANDARD DENSITY 1'-0" MIN. HHERE 2ND STORY HALL OGGUR5 DIRECTLY ABOVE THE 8' CH) HALL 5HOHN, FTC. 5HALL BE 1'-4' HIDE W (2) #5 BAR5 CHASE DETA I L 8 5GALe: Nrs MONOLITHIC FOUNDATION W/ (2) #5 GONT. ON GHAIR5 seal , I ��'''�•�Co >' kr a sue, N 8 ° s pf, TE F g © copyright: Fq PfflIft%\ Structural Eng:neerin z Z Ji-= w w N Z (D Z w a J a c� �a EE � � m cn j T � m J� ag Z M W Y � 4p 2 L CODm LY C N C c+M G, M&K project number: 068-2001 1 project mgr: J,S B drawn by: MJT issue date: 01-2 6-21 REVISIONS: date: initial: C Ui 0 8" GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL ~ J LL EXTERIOR DOOR OVER 3/4" FURR 5TRIP5 T T 1 MTL. THRE5HOLD -PER BUILDER I�••I 5ET IN SEALANT HOU5E 5LAB i , T (5EE PLAN) w Z PORGH/PATIO/LANAI Q 0 x 5LAB OR PAVERS QL (5EE PLAN5) r n v J PER MANUF. 11 I —I I M 11_ 1= I II I I_I—III—III- 1=1 m 111 I I d Ml 11—I I I- d- uU < 111-1 n 0 N<w U III II III —III —III III— MONOLITHIC I I, 1 I:11 j111-1111 � �I I—''' Z �� GLEAN GOMPAGTED III— FOUNDATION W/ (2) #5 FILL o 95% 5TANDARD 1'-0" GONT. ON GHAIR5 U) DENSITY AND TERMITE MIN. � �--• x TREATED O O Z LO WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE j 1 J ....I 8 CK WALL 51 I10M, FT6. SHALL w BE 1'-4' WIDE w/ (2) #5 BARS sheet: Q EXTERIOR OUT5WI NG $ 56D POURED BILLS DETA I L SCALE: xrs SDoll n FASTEN ROOF SHEATHING TO FASCIA WITH 2 %"xO.113" RING SHANK NAILS ® 6" O.G. 2x6 FASCIA -SEE ARCH 8" GMU BOND BEAM W/ (1) #5 CONT. 8" REINF. GMU WALL -SEE PLAN FOR VERT. rE HORZ. REINF. SPECS ROOF TRU5 -SEE PLAN (2)3 Y2"xO.131" 8" GMU BOND BEAM w/ (1) #5 BARS GONT. 8" REINF. GMU WALL - -SEE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 I SECTION SCALE: 9/4'=1'-O" PROVIDE SOLID SHIM BETW'N TRU55 4 CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. i SHANK SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EACH TRUSS. VERT WALL REINF. TO EXTEND INTO BOND BEAM HIP 6.T. 2x4 FLAT BLOGKIN6 ® 16" o.c. FASTENED TO BOND BM. w/Y4" DIA. x %" TAPGON ROOF TRUSSES (2)3 Y2"xO.131" -SEE PLAN — 2x4 ® I b"o.c. FASTENED - TO GABLE END TRU55 w/ (20'xO.131" TOENAILS. GABLE END VERTICAL WEB REINFORGIN6 AS REQURIED BY TRU55 MANUF. 2x8 P.T. PLATE FASTENED — TO BOND BM. W/Y2" DIA. ANCHOR BOLTS ® 32" O.G. WITH -I" (MIN) EMBEDMENT. EXTERIOR SHEATHING EDGE NAILING - 2 Y2"xO.131" NAILS ® FASTEN BOTTOM CHORD OF TRU55 TO P.T. SILL PLATE w Y4" DIA. 4�12" LONG 505 5GREW5 ® 16, 0.6. PROVIDE M015TURE BARRIER PLATE BELOW WOOD MEMBERS ON GMU (PER TRU55 MANUF) 8" GMU BOND BEAM Pq/—/ (1) #5 BAR GONT. 8 REINF. GMU WALL -SEE PLAN FOR VERT. d HORZ. REINF. SPECS FASTEN 5HEATHIN6 TO 2x4• BLOGKING w/ 2 %"xO.113" RING SHANK NAILS ® 4"O.G. 2'-0" MIN ROOF 5HTG SHALL BE GONT. 24" MIN ONTO. ROOF 2x4 BLOCKING w/ (3)3 Y4'x0.131" TOENAILS EACH END (4) 3 Y4"xO.131" NAILS L2x4 BRACE w/2x4 T-BRACE, L PROVIDE 2x4 BLOGKIN6 ® 4E SPACED ®4'-O" O.G. MAX. O.G. IN FIRST (3) BAYS OF FASTEN 2x4 TO 'T' w/ 3Y4'x0.131" ROOF TRU55E5-GUT TO FIT NAILS ®12" O.G. TIGHT BETWEEN TRU55 BOTTOI (NOT REQ'D AT TRU55 HEIGHTS CHORDS AND NOTCH AROUND 4'-1" OR SHORTER) SILL PLATE FASTEN DRYWALL TO VERT WALL REINF. TO BLOGKIN6 w/ 5GREW5 EXTEND INTO BOND BEAM /NAILS ®b" O.G. SECTION 2 SCALE: A r- r=kI n.,.,C 5HT6. TO HIP .113" RING 6" O.G. VALLEY SET OVERFRAMIN6 — UPLIFT CONNECTOR -SEE PLAN — HIP JACK TRU55E5 FASTEN EACH OVERFR TRU55 TO TRUSS BELO FASTEN BOTTOM CHORD OF 6MTH (1) 51MP50N VTGR TO TOP OF WALL w/ 51MP50N ® 24" O.G. 8" GMU BOND BEAM HGAMIOKTA CLIP ®48"O.G. VERT WALL REINF. TO (I) #5 BARS GONT. (CONNECTOR INCL'D IN PACKAGE) EXTEND INTO BOND BEAM 6" REINF. GMU WALL VERT WALL REINF. TO -SEE PLAN FOR VERT. EXTEND INTO BOND BEAM SECTION 4 HORZ. REINF. SPECS SCALE:9/4'=I'-O' &SEC;/6 N SCALE1'-O" �— BOND -BEAM GONTIN. PRECAST HEADER 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE GA5T-GRETE WINDOW SILL, WINDOW SILL, OR EQUIV. OR EQUIV. VOOLE WINPOA L MA50NRY PIER DETAIL SCALE: WS TRIPLE WINDOW SIM. TYPICAL OVERFRAM I NG CONNECTION DETAIL SCALE: N.T.S. PROVIDE 50LID SHIM BETW'N TRU55 4 CONNECTOR IF TRU55 LOCATED LESS THAN I YY FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y2' FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 2 %5"xO.113" RING SHANK NAILS ® 6" O.G. 2x6 FASCIA -SEE ARCH REINF. MA50NRY LINTEL/ BEAM - - SEE PLAN FOR SPECIFICATIONS. MAIN ROOF 5HEATHiNG MAIN ROOF TRU555 NOTES: • I. 2X PT BUCK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW/DOOR, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/(b"x4" TAPGON5 b" FROM EN05 AND 16" O.G. MAX. TAPGON5 TO BE I " MIN. FROM EDGE OF BUCK. • 2. BUCKS LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. STRUCTURAL CONNECTION OF WINDOKVOOR TO STRUCTURE BY OTHERS IN THIS CASE. • 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TING 2X BUGKED OPENING, USE (3) ROW5 OF 3"xO.131" NAILS STAGGERED ® 12" O.G. EA. SUCCESSIVE BUCK. • 4. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FA5TENIN6) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) r ROW5 OF 2 Y2"xO.131" NAILS ® 1611 O.G. FASTEN WINOOW/DOOR TO 2X PER BY WINDOW/DOOR WINDOW/DOOR MANUFAGTURER'5 SPECS. MANUFACTURER VONPOOR BUCK DETAIL : WS GHA,11 ES �!E �TS/6 i'-O' ALL LAPS IN MA50NRY 25" - RUNNING BAR—, #5 BENT CORNER BAR GROUTED CELL TYP. CORNER PERT. MLL REINFORCING DETAIL SCALE: N 15 2xbxl2" OR 2X8XI2"P.T. CENTER BUCK SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS CONNECT EACH END OF MASONRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL w/ 24" LE65 PROVIDE 50LID SHIM BETW'N TRU55 4 CONNECTOR IF TRU55 LOCATED LE55 THAN I YY FROM CONNECTOR. WHERE TRU55 15 6REATER THAN 1 Y2" FROM UPLIFT CONNECTOR, REFER TO _SEE ARCH TYPICAL RETROFIT DETAIL P. 2x FASCIA FASTEN EXTERIOR 5HEATHIN6 TO 2x4 BLOGKIN6 IN EA. TRU55 BAY w/ 2 Y2"x0.131" NAILS ® b" O.G. FASTEN EA. 2x4 BLOGKINS IN EA. TRUSS BAY TO BOND BM. w/(4) HILTI ONIl2P8 PAF's FASTEN EXTERIOR 5HEATHING TO 2x BLOGKIN6 w/ 2 Y2"xO.131" NAILS ® 3"O.G. 8" GMU BOND BEAM w/ (1) #5 BARS GONT. 8" REINF. GMU WALL -SEE PLAN FOR VERT. 4 HORZ. REINF. SPECS SECTION (1) #5 IN BOND BEAM aL \_ } PRECAST LINTEL, SEE PLAN FOR SPECIFICATION VERTICAL REINFORCEMENT PER PLAN (1) #5 VERTICAL IN GROUT FILLED CELL (IF REQ'D PER PLAN) NOTE: ALL HOOKS AND SPLICES TO BE GON5TRUCTED AND SIZED PER NOTES YERT. REINFORCING VETAIL J SCALE: Hrs A NOTES: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). SEE TYP FOUNDATION 2. PROVIDE %'" DIA. HOLE FOR OF OPENING DETAILS FOR ADDITIONAL DOWEL, BLOW OR BRUSH GLEAN. INFORMATION NOT SHOWN 3. FOLLOW MANUF. INSTALLATION INSTRUCTIONS. HERE FUTURE 8" GMU BLOCK #5 VERT. BAR TO BE LOG TED PER PLAN DIA. ANCHOR DRILL b" INTO EXI5V6 I I IN GROUTED CELL SLAB, EPDXY 4 DRIVE #5 DOWEL, PROVIDE MIN. - 2X4 P.T. TOP BUCK 30" LAP SPLICE I z_ 2X6 OR 2X8 P.T. BUCK I EACH 51DE OF OPENING -VERIFY CONN. REQ'MT w/ e DOOR MANUFACTURER a PROVIDE (5) 3/e" DIA. J-BOLT W 5�" GRADE I I=1 I I —III —I 11=1 1. EMBEDMENT AT EACH DOOR BRACKET, =I I=I I=I ; I ( d4 I (==I I —I 1-� EACH 51DE OF DOOR. PROVIDE I Y2"Alf,61f THICK WASHER WEACH ANCHOR (1ST BOLT Q 1=1 1=1 I I I=III=III111:7- - 5PAGED APPROXIMATELY 24" OL) START BOLTS AFTER 6ARA6E GURB (8" MAX) RAC7E DOOR BUCK DETAIL K SCALE= NTS M 155ED VOWEL RETROFIT DETAIL SCALC: NTS SIM. • CMU STEM FM PROW GRAN 4xb P.T. P05T DROPPED BEAMS PER PLAN ROOF TRU55E5 -SEE PLAN UPLIFT CONNECTOR -PER SCHEDULE VERT WALL REINF. TO EXTEND INTO BOND BEAM PROVIDE (1) 51MP50N G520 STRAP ON EACH EXTERIOR FACE OF POST, 4" MIN END LENGTH REAR WOOV LANAI TYP. BEAM TO POST CONN. SCALE: 9/4'=I'-O' seal: . */ N 82 01 © coPYnkiY1;' �t,k\\\ _ O 0CD Z_ JLU w w Z_ c Z w J d co Q cc N � E it ac W E -5 , = Q m E Q Jz IW y y LY m _ $ N �a M&K project number: 068-2001 1 project mgr: J.SB drawn by: MJT issue date: 01 -2 6-2 1 REVISIONS: date: initial: SEE DETAIL I ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT SHOWN HERE —FASTEN EA. ROOF TRUSS TO GMU w/ 51MP50N M5TMI6 TWI5T STRAP. LO FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 Y4" LONG TITEN 5GREW5 IJ I - PROVIDE M015TURE BARRIER < T , i �J•� PLATE (PER TRU55 MANUF) ® EACH TRUSS. i r i Q - PROVIDE 2x FLAT BLOGKIN6 FIT TIGHT TO^.. ROOF TRUSSES ® EVERY OTHER BAY u 0 FASTENED TO GMU w/ (3) Y4" DIA. x 3 YY LONG TAPGON5. FASTEN BLOCKING TO ROOF j TRUSSES w/ (2) 3 Y4"x0.131" NAILS ® EA. END. ►�—+ W P SCALE= 9/4'=I'-O" V LETTERED DETAILS ARE T'I'PIGAL FOR NUMBERED DETAIL5 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 INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. LO LO d sheet: 'Q Q 0 J LL W z Wa�1 'Q W j'< V co '< v. LO 0 ? J J �j' SD-2 1` w