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HomeMy WebLinkAbout36838 Precita TerM k rl ABBREVIA IONS 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 ANGLE MIN MINIMUM C� AT MIR MIRROR ML MICRO LAM BD. BOARD M.O. MASONRY OPENIING 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 Gf1P.%`-E DOOR OPER OPERATOR C.J. CONTROL JOINT OPNG OPENING q CENTER LINE OPT OPTIONAL CMU CONCRETE MASONRY UNIT OSB ORIENTED ST: v : D BOARD COL. COLUMN OZ OUNCE CONC. CONCRETE 1/11 ONE ROD COND. CONDITION 1/S ONE SHELF CONT. CONTINUOUS CANT. CANTILEVER PC PRECAST CLG. CEILING PDS PULL -DOWN STAIP. CM CROWN MOLDING PKT POCKET DOOR CR CHAIR RAIL PNL PANEL PLYWD PLYWOOD D DRYER PREFAB PREFABRICATED d PENNY PR PAIR DBL. DOUBLE PROJ PROJECTED DIA. DIAMETER PSI POUNDS PER SQUARE INCH DIR. DIRECTION PSF POUNDS PRE SQUARE FOOT DN DOWN P.T. PRESSURE TREATED DR DOOR DW DISH WASHER QUAD QUADRUPLE DWG DRAWING D.S. DOWNSPOUT REF REFRIGERATOR DTL DETAIL REINF REINFORCED REQ'D REQUIRED EA. EACH RNG RANGE E.J. EXPANSION JOINT R.O. ROUGH OPENING ELEC. ELECTRICAL R RISER ELEV ELEVATION RND ROUND EQ. EQUAL R&S ROD AND SHELF EQUIP. EQUIPMENT EXP EXPANSION SC SOLID CORE EXT. EXTERIOR SCHEM SCHEMATIC EE EACH END SHLF SHELF SHT SHEET FD FLOOR DRAIN SHWR SHOWER FIN. FINISHED FLOOR SIM SIMILAR FND. FOUNDATION SH SINGLE HUNG FLR. FLOOR S.S. STAINLESS STEEL FP FIREPLACE STL STEEL FR FIRE RATED STRUCT STRUCTURAL FXD FIXED SUSP SUSPENSION FRM FRAME SGD SLIDING GLASS DOOR FTG FOOTING SQ SQUARE GA. GAUGE T TREAD GALV. GALVANIZED TB TOWEL BAR GC GENERAL CONTRACTOR T&G TONGUE AND GROOVE GEN GENERAL TEMP TEMPERED GYP. GYPSUM T.O. TOP OF GL GLUE LAM TR TOWEL ROD GLS GLASS TRPL TRIPLE TYP TYPICAL H HIGH HC HOLLOW CORE U.N.O. UNLESS NOTED OTHERWISE VERT VERTICAL HGT. HEIGHT V.L.I.F. VERIFY LOCATION IN FIELD HDR. HEADER HB HOSE BIBB W WASHER HORIZ. HORIZONTAL W/ WITH INSUL. INSULATION WC WATER CLOSET INT. INTERIOR WD WOOD LAV. LAVATORY WWM WELD WIRE MESH WDW WINDOW LT LAUNDRY TUB TM vn a Tj ]on Con-jpanj'es 90 Matawan Road Matawan, NJ 07747 (732) 383-2200 a C IVANHOE � ES ELEVATION "A" 36838 PRECITA,TERRACE ZEPHYRHILLS, FL 33542 LOT 035 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 AREATABULATION ELEVATION "A" 1 ST FLR A/C 1,131 SQ. FT. 2ND FLR A/C 1,535 SQ. FT. TOTAL A/C 2,666 SQ. FT. ENTRY 25 SQ. FT. GARAGE 453 SQ. FT. LANAI 120 SQ. FT. TOTAL U R 3264 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 C81 COVERSHEET & BUILDING DATA CS2 GENERAL NOTES A1.1 FIRST FLOOR PLAN A1.2 SECOND FLOOR PLAN �L��`��p A2.1 FRONT &REAR ELEVATIONS ALLW,( k o* CODES� O� tC A2.2 SIDE ELEVATIONS ��� ` All ROOF PLAN AM TW-Ct � C"Q" A4.1 STAIR & RAILING DETAILS A5.1 BUILDING SECTIONS Dp, IIL A5.2 TYPICAL WALL SECTIONS RE\AF-vq y'VP1 WATERPROOFING DETAIL9D4T`Oyp�,C1ii� WP2 WATERPROOFING DETAILSFLPlN E1.1 FIRST FLOOR ELECTRICAL PLAN E1.2 SECOND FLOOR ELECTRICAL PLAN P1.1 SLAB PENETRATION PLAN P1.2 PLUMBING PLAN S-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN S-1.2 2ND FLR FRAMING PLAN S-1.3 ROOF FRAMING PLAN SD-1 FOUNDATION DETAILS SD-2 STRUCTURAL DETAILS S'J-3 STRUCTURAL DETAILS PBSB-1 STRUCTURAL DETAILS T W i 2: 1 Uj o°1 > 0 cc LUZ)oh (lJUwW Q = UJ H ¢ �cr- 0�T- Y Q F- z LLOO(/j zzzpz cr-J Q 2 J LL1d (L _3(np00 �2ZLLU) �PQzo H 0 ct$ V 0 w� W MMf U w 0 > ...� ~ �1 0 rr�= v il U W w 0 z O m LEI U) O d U o azadaQ4 r 1 JAN 1 2022 COMMUNITY; LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 1 l 1 4/22 SHEET Cs I z w :n z O J z A z _ z z z x x z ¢ z J C x 2 a, x ji m C C z x ¢ :n z Q x 0 Dd J) z g _ z x :n z J i n _ z :n _ r x i C x i x D z x i J J) ji x .0 n JJ x n n L x i X ii n D _ z ¢ Z z f0 DWELLING -GARAGE SEPARATION: R302.5 DWELLING -GARAGE OPENING AND PENETRATION PROTECTION OPENINGS AND PENETRATIONS THROUGH THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE IN ACCORDANCE WITH SECTIONS R302.5.1 THROUGH R302.5.3. R302.5.1 OPENING PROTECTION OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL 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 HONEYCOMBCORE STEEL DOORS NOT LESS THAN 13/8 INCHES (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. R302.6 DWELLING -GARAGE FIRE SEPARATION THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R702.3.5. THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. TABLE R302.6 DWELLING -GARAGE SEPARATION FROM THE RESIDENCE AND ATTICS NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5/8-INCH TYPE X GYPSUM BOARD OR EQUIVALENT STRUCTURE(S) SUPPORTING FLOOR/CEILING ASSEMBLIES USED FOR SEPARATION REQUIRED BY THIS SECTION -INCH GYPSUM BOARD OR EQUIVALENT NOT LESS THAN 1/2 R302.7 UNDER -STAIR PROTECTION ENCLOSED SPACE UNDER STAIRS THAT IS ACCESSED BY A DOOR OR ACCESS PANEL SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH (12.7 MM) GYPSUM BOARD. FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX; R302.9 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR WALL AND CEILING FINISHES FLAME SPREAD AND SMOKE -DEVELOPED INDEXES FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4. R302.10 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR INSULATION FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTIONS R302.1 0.1 THROUGH R302.10.5. FIREBLOCKING: R302.11 FIREBLOCKING IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO CUT OFF BOTH VERTICAL AND HORIZONTAL CONCEALED DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAMED CONSTRUCTION IN THE FOLLOWING LOCATIONS: 1 IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: 1.1.VERTICALLY AT THE CEILING AND FLOOR LEVELS. 1.2. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET (3048 MM). 2. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. 3. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.7. 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E136 REQUIREMENTS. 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R1003.19. 6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING UNIT SEPARATION. R302.11.1 FIREBLOCKING MATERIALS EXCEPT AS PROVIDED IN SECTION R302.1 1, ITEM 4, FIREBLOCKING SHALL CONSIST OF THE FOLLOWING MATERIALS. 1 . TWO-INCH (51 MM) NOMINAL LUMBER. 2. TWO THICKNESSES OF 1 -INCH (25.4 MM) NOMINAL LUMBER WITH BROKEN LAP JOINTS. 3. ONE THICKNESS OF 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS WITH JOINTS BACKED BY 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS. 4. ONE THICKNESS OF 3/4-INCH (19.1 MM) PARTICLEBOARD WITH JOINTS BACKED BY 3/4-INCH (19.1 MM) PARTICLEBOARD. 5. ONE -HALF -INCH (12.7 MM) GYPSUM BOARD. 6. ONE -QUARTER -INCH (6.4 MM) CEMENT -BASED MILLBOARD. 7. BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED MATERIALS INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE. 8. CELLULOSE INSULATION INSTALLED AS TESTED IN ACCORDANCE WITH ASTM El 19 OR UL 263, FOR THE SPECIFIC APPLICATION. R302.12 DRAFTSTOPPING IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR -CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET (92.9 M2). DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR -CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: 1.CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. 2.FLOOR FRAMING IS CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS. R302.12.1 MATERIALS DRAFTSTOPPING MATERIALS SHALL BE NOT LESS THAN 1/2-INCH (12.7 MM) GYPSUM BOARD, 3/8-INCH (9.5 MM) WOOD STRUCTURAL PANELS OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS UNLESS OTHERWISE APPROVED BY THE BUILDING OFFICIAL. THE INTEGRITY OF THE DRAFTSTOPS SHALL BE MAINTAINED. HAZARDOUS LOCATIONS: R308.4.1 GLAZING IN DOORS GLAZING IN FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. EXCEPTIONS: 1. GLAZED OPENINGS OF A SIZE THROUGH WHICH A 3-INCH-DIAMETER SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLAZING R308.4.2 GLAZING ADJACENT TO DOORS. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING CONDITIONS: 1 . WHERE THE GLAZING IS WITHIN 24 INCHES OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE DOOR IN A CLOSED POSITION. 2. WHERE THE GLAZING IS ON A WALL LESS THAN 180 DEGREES FROM THE PLANE OF THE DOOR IN A CLOSED POSITION AND WITHIN 24 INCHES OF THE HINGE SIDE OF AN IN -SWINGING DOOR. EXCEPTIONS: 1 . DECORATIVE GLAZING. 2. WHERE THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 3. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR LESS IN DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY WITH SECTION R308.4.3. 4. GLAZING THAT IS ADJACENT TO THE FIXED PANEL OF PATIO DOORS. GENERAL CONSTRUCTION NOTES R308.4.3 GLAZING IN WINDOWS GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: 1 . THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE FEET, 2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES ABOVE THE FLOOR, 3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES ABOVE THE FLOOR; AND 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES, 5. MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. R308.4.5 GLAZING AND WET SURFACES GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. THIS SHALL APPLY TO SINGLE GLAZING AND EACH PANE IN MULTIPLE GLAZING. EXCEPTION: GLAZING THAT IS MORE THAN 60 INCHES, MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SWIMMING POOL OR FROM THE EDGE OF A SHOWER, SAUNA OR STEAM ROOM. R308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INCHES ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF STAIRS AND RAMPS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. R308.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS THAN 36 INCHES ABOVE THE LANDING AND WITHIN A 60-INCH HORIZONTAL ARC LESS THAN 180 DEGREES FROM THE BOTTOM TREAD NOSING SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. r#4.1 --7.T'm4 -C-M R309.1 FLOOR SURFACE GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL. THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. EGRESS: R310.2.1 MINIMUM OPENING AREA EMERGENCY AND ESCAPE RESCUE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET. THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24 INCHES AND THE NET CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES. EXCEPTION: GRADE FLOOR OR BELOW GRADE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5 SQUARE FEET. R310.2.2 WINDOW SILL HEIGHT WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR. R31 0.1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES 1 I EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. WINDOW OPENING CONTROL DEVICES COMPLYING WITH ASTM F2090 SHALL BE PERMITTED FOR USE ON WINDOWS SERVING AS A REQUIRED EMERGENCY ESCAPE AND RESCUE OPENING. R312.2.1 WINDOW SILLS IN DWELLING UNITS, WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING IS LOCATED LESS THAN 24 INCHES (610 MM) ABOVE THE FINISHED FLOOR AND GREATER THAN 72 INCHES (1829 MM) ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING, THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: i OPERABLE WINDOWS WITH OPENINGS THAT WILL NOT ALLOW A 4-INCH-DIAMETER (102 MM) SPHERE TO PASS THROUGH THE OPENING WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. 2. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F2090. 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2. STAIRWAYS: R311.7.1 WIDTH STAIRWAYS SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. THE CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL BE NOT LESS THAN 311/2 INCHES (787 MM) WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 INCHES (698 MM) WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. R311.7.2 HEADROOM THE HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN 6 FEET 8 INCHES (2032 MM) MEASURED VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF THE LANDING OR PLATFORM ON THAT PORTION OF THE STAIRWAY. R311.7.5 STAIR TREADS AND RISERS STAIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF THIS SECTION. FOR THE PURPOSES OF THIS SECTION, DIMENSIONS AND DIMENSIONED SURFACES SHALL BE EXCLUSIVE OF CARPETS, RUGS OR RUNNERS. R311.7.5 .1 RISERS THE RISER HEIGHT SHALL BE NOT MORE THAN 73/4 INCHES (196 MM). THE RISER SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 MM). RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF THE TREAD ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES (0.51 RAID) FROM THE VERTICAL. OPEN RISERS ARE PERMITTED PROVIDED THAT THE OPENINGS LOCATED MORE THAN 30 INCHES (762 MM), AS MEASURED VERTICALLY, TO THE FLOOR OR GRADE BELOW DO NOT PERMIT THE PASSAGE OF A 4-INCH-DIAMETER (102 MM) SPHERE. R311.7.5.2 TREADS THE TREAD DEPTH SHALL BE NOTLESS THAN 10 INCHES (254 MM). THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 MM). R311.7.5.3 NOSINGS NOSINGS AT TREADS, LANDINGS AND FLOORS OF STAIRWAYS SHALL HAVE A RADIUS OF CURVATURE AT THE NOSING NOT GREATER THAN 9/16 INCH (14 MM) OR A BEVEL NOT EXCEEDING 1/2 INCH (12.7 MM). A NOSING PROJECTION NOT LESS THAN 3/4 INCH (19 MM) AND NOT MORE THAN 11/4 INCHES (32 MM) SHALL 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. EXCEPTION: A NOSING PROJECTION IS NOT REQUIRED WHERE THE TREAD DEPTH IS NOT LESS THAN 11 INCHES (279 MM). R311.7.8 HANDRAILS HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH FLIGHT WITH FOUR OR MORE RISERS. R311.7.8.1 HEIGHT HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE THAN 38 INCHES (965 MM). EXCEPTIONS: 1 . THE USE OF A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED OVER THE LOWEST TREAD. 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 USED AT THE START OF A FLIGHT, THE HANDRAIL HEIGHT AT THE FITTINGS OR BENDINGS SHALL BE PERMITTED TO EXCEED 38 INCHES (956 MM). R311.7.8.2 CONTINUITY HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER 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 INCHES (38 MM) BETWEEN THE WALL AND THE HANDRAILS. EXCEPTIONS: 1 . HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE TURN. 2. THE USE OF A VOLUTE, TURNOUT, STARTING EASING OR STARTING NEWEL SHALL BE ALLOWED OVER THE LOWEST TREAD. R311.7.8.3 GRIP -SIZE REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT GRASPABILITY. 1 . TYPE 1. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT LESS THAN 11/4 INCHES (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF NOT LESS THAN 4 INCHES (102 MM) AND NOT GREATER THAN 61/4 INCHES (160 MM) WITH A CROSS SECTION OF DIMENSION OF NOT MORE THAN 21/4 INCHES (57 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 MM). 2. TYPE 11. HANDRAILS WITH A PERIMETER GREATER THAN 61/4 INCHES (160 MM) SHALL HAVE A GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. THE FINGER RECESS SHALL BEGIN WITHIN A DISTANCE OF 3/4 INCH (119 MM) MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF NOT LESS THAN 5/16 INCH (8 MM) WITHIN 7/8 INCH (22 MM) BELOW THE WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR NOT LESS THAN 3/8 INCH (10 MM) TO A LEVEL THAT IS NOT LESS THAN 13/4 INCHES (45 MM) BELOW THE TALLEST PORTION OF THE PROFILE. THE WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE NOT LESS THAN 11/4 INCHES (32 MM) AND NOT MORE THAN 23/4 INCHES (70 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 MM). R312.1.1 WHERE REQUIRED GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF OPEN -SIDED WALKING SURFACES, INCLUDING STAIRS, RAMPS AND LANDINGS, THAT ARE LOCATED MORE THAN 30 INCHES (762 MM) MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 24 INCHES (610 MM) HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD. R312.1.2 HEIGHT REQUIRED GUARDS AT OPEN -SIDED WALKING SURFACES, INCLUDING STAIRS, PORCHES, BALCONIES OR LANDINGS, SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN HEIGHT AS MEASURED VERTICALLY ABOVE THE ADJACENT WALKING SURFACE OR THE LINE CONNECTING THE LEADING EDGES OF THE TREADS. EXCEPTIONS: 1 . GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 34 INCHES (864 MM) MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. 2. WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDES OF STAIRS, THE TOP OF THE GUARD SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE THAN 38 INCHES (965 MM) AS MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. R312.1.3 OPENING LIMITATIONS REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT THAT ALLOW PASSAGE OF A SPHERE 4 INCHES (102 MM) IN DIAMETER. EXCEPTIONS: 1 . "I'llE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR, FORMED BY THE RISER, TREAD AND BOTTOM RAIL OF A GUARD, SHALL NOT ALLOW PASSAGE OF A SPHERE 6 INCHES (153 MM) IN DIAMETER. 2. GJARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF A - SPHERF 43/8 INCHES (111 MM) IN DIAMETER. CONCRETE FLOORS: R506.2.;S VAPOR RETARDER A 6-MIL (0.006 INCH; 152 MM) POLYETHYLENE OR APPROVED VAPOR RETARDER WITH JOINTS LAPPED NOT LESS TI`AN 6 INCHES (152 MM) SHALL BE PLACED BETWEEN THE CONCRETE FLOOR SLAB AND THE BASE 7 COURSI'. OR THE PREPARED SUBGRADE WHERE NO BASE COURSE EXISTS. EXCEPTION: THE VAPOR RETARDER IS NOT REQUIRED FOR THE FOLLOWING: 1 . GARAGES, UTILITY BUILDINGS AND OTHER UNHEATED ACCESSORY STRUCTURES. 2. FOR UNHEATED STORAGE ROOMS HAVING AN AREA OF LESS THAN 70 SQUARE FEET (6.5 M2) AND CARPORTS. 3. DRIVEWAYS, WALKS, PATIOS AND OTHER FLATWORK NOT LIKELY TO BE ENCLOSED AND HEATED AT A LATER DATE. 4. WHERE APPROVED BY THE BUILDING OFFICIAL, BASED ON LOCAL SITE CONDITIONS. WALL COVERING: R702.4.2 BACKER BOARDS MATERIALS USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS SHALL BE OF MATERIALS LISTED IN TABLE R702.4.2, AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURERDS RECOMMENDATIONS. TABLE R702.4.213ACKER BOARD MATERIALS GLASS MAT GYPSUM BACKING PANEL (ASTM Cl 178) FIBER -REINFORCED GYPSUM PANELS (ASTM Cl 278) NONASBESTOS FIBER -CEMENT BACKER BOARD (ASTM C1288 OR ISO 8336, CATEGORY C) NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS (ASTM C1325) WINDOW INSTALLATION WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. R703.4 FLASHING APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM Cl 281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR 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: 1.EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 1.1. THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS 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 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 PROTECTION AT THE HEAD AND SIDES. 1.2. IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3. IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4. IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA200, FMA/WDMA250, FMA/AAMA/WDMA300OR FMA/AAMA/WDMA 400. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. ROOF ASSEMBLIES: R903.2 FLASHING 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 WALL AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE PERMEABLE MATERIALS AND AT INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE. R903.2.1 LOCATIONS FLASHINGS SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, WHEREVER THERE IS A CHANGE IN 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 OR IN COMPLIANCE WITH RAS 111. EXCEPTION: FLASHING IS NOT REQUIRED AT HIP AND RIDGE JUNCTIONS. R903.2.3 MEMBRANE FLASHINGS ALL MEMBRANE FLASHING SHALL BE INSTALLED ACCORDING TO THE ROOF ASSEMBLY MANUFACTURER'S PUBLISHED LITERATURE. R905.1.1.1 UNDERLAYMENT FOR ASPHALT, METAL, MINERAL SURFACED, SLATE AND SLATE -TYPE ROOF COVERINGS UNDERLAYMENT FOR ASPHALT SHINGLES, METAL ROOF SHINGLES, MINERAL SURFACED ROLL ROOFING, SLATE AND SLATE -TYPE SHINGLES, AND METAL ROOF PANELS SHALL COMPLY WITH ONE OF THE FOLLOWING METHODS: 4. TWO LAYERS OF ASTM D226 TYPE 11 OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT SHALL BE INSTALLED AS FOLLOWS: APPLY A 19-INCH (483 MM) STRIP OF UNDERLAYMENT FELT PARALLEL TO AND STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING AT THE EAVE, APPLY 36-INCH-WIDE (914 MM) SHEETS OF UNDERLAYMENT, OVERLAPPING SUCCESSIVE SHEETS 19 INCHES (483 MM); END LAPS SHALL BE 6 INCHES AND SHALL BE OFFSET BY 6 FEET. THE UNDERLAYMENT SHALL BE ATTACHED TO A NAILABLE DECK WITH CORROSION -RESISTANT FASTENERS WITH ONE ROW CENTERED IN THE FIELD OF THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12 INCHES (305 MM) O.C., AND ONE ROW AT THE END AND SIDE LAPS FASTENED 6 INCHES (152 MM) O.C. 5. TWO LAYERS OF A REINFORCED SYNTHETIC UNDERLAYMENT THAT HAS A PRODUCT APPROVAL AS AN ALTERNATIVE TO UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE Il SHALL BE PERMITTED TO BE USED. SYNTHETIC UNDERLAYMENT SHALL HAVE A MINIMUM TEAR STRENGTH OF 15 LBF IN ACCORDANCE WITH ASTM D4533 AND A MINIMUM TENSILE STRENGTH OF 20 LBF/INCH IN ACCORDANCE WITH ASTM D5035, AND SHALL MEET THE LIQUID WATER TRANSMISSION TEST OF SECTION 8.6 OF ASTM D4869. SYNTHETIC UNDERLAYMENT SHALL BE INSTALLED AS FOLLOWS: APPLY A STRIP OF SYNTHETIC UNDERLAYMENT THAT IS HALF THE WIDTH OF A FULL SHEET PARALLEL TO AND STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING AT THE EAVE, APPLY FULL SHEETS OF REINFORCED SYNTHETIC UNDERLAYMENT, OVERLAPPING SUCCESSIVE SHEETS HALF THE WIDTH OF A FULL SHEET PLUS THE WIDTH OF THE MANUFACTURER'S SINGLE -PLY OVERLAP. END LAPS SHALL BE 6 INCHES AND SHALL BE OFFSET BY 6 FEET. SYNTHETIC UNDERLAYMENT SHALL BE ATTACHED TO A NAILABLE DECK WITH CORROSION -RESISTANT FASTENERS WITH A MAXIMUM FASTENER SPACING, MEASURED HORIZONTALLY AND VERTICALLY, OF 12 INCHES (305 MM) O,C. BETWEEN SIDE LAPS, AND ONE ROW AT THE END AND SIDE LAPS FASTENED 6 INCHES (152 MM) O.C. UNDERLAYMENT SHALL BE ATTACHED USING ANNULAR RING OR DEFORMED SHANK NAILS WITH METAL OR PLASTIC CAPS WITH A NOMINAL CAP DIAMETER OF NOT LESS THAN 1 INCH. METAL CAPS ARE REQUIRED WHERE THE ULTIMATE DESIGN WIND SPEED, VULT, EQUALS OR EXCEEDS 170 MPH. METAL CAPS SHALL HAVE A THICKNESS OF NOT LESS THAN 32-GAGE SHEET METAL. POWER -DRIVEN METAL CAPS SHALL HAVE A MINIMUM THICKNESS OF 0.010 INCH. MINIMUM THICKNESS OF THE OUTSIDE EDGE OF PLASTIC CAPS SHALL BE 0.035 INCH. THE CAP NAIL SHANK SHALL BE NOT LESS THAN 0.083 INCH FOR RING SHANK CAP NAILS. CAP NAIL SHANK SHALL HAVE A LENGTH SUFFICIENT TO PENETRATE THROUGH THE ROOF SHEATHING OR NOT LESS THAN 3/4 INCH INTO THE ROOF SHEATHING. R905.2.4.1 WIND RESISTANCE OF ASPHALT SHINGLES (IF APPLICABLE) ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTIONS R905.2.6 AND R905.2.6.1. R905.3 CLAY AND CONCRETE TILE THE INSTALLATION OF CLAY AND CONCRETE TILE SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FRSAfFRl FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, SIXTH EDITION WHERE THE VASD IS DETERMINED IN ACCORDANCE WITH SECTION R301.2.:.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. EXHAUST SYSTEMS: M1501.1 OUTDOOR DISCHARGE THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS IN ACCORDANCE WITH SECTION M1506.3. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. MI 502.4.5 DRYER DUC, . LENGTH THE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE DETERMINED BY ONE OF THE METHODS SPECIFIED IN SECTIONS M1502.4.5.1 THROUGH M1502.4.5.3. M1502.4.5.1 SPECIFIED LENGTH THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET (10 668 MM) FROM THE CONNECTION TO THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUM LENGTH OF THE EXH�-,�7�.JIST DUCT SHALL BE REDUCED IN ACCORDANCE WITH TABLE M1502.4.5.1. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. M1502.4.5.2 MANUFACTURER'S INSTRUCTIONS THE SIZE AND MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED BY THE DRYER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE CODE OFFICIAL SHALL BE PROVIDED WITH A COPY OF THE INSTALLATION INSTRUCTIONS FOR THE MAKE AND MODEL OF THE DRYER AT THE CONCEALMENT INSPECTION. IN THE ABSENCE OF FITTING EQUIVALENT LENGTH CALCULATIONS FROM THE CLOTHES DRYER MANUFACTURER, TABLE Ml 502.4.5.1 SHALL BE USED. M1502.4.5.3 DRYER EXHAUST DUCT POWER VENTILATOR THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS FOR THE DRYER EXHAUST DUCT POWER VENTILATOR. GENERAL NOTES: ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM THE ARCHITECT SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE ARCHITECT, THE ARCHITECT SHALL NOT BE HELD RESPONSIBLE. INSPECTION NOTES: 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 NOTIFICATION, SHALL MAKE THE REQUESTED INSPECTIONS AND SHALL EITHER INDICATE THE PORTION OF THE CONSTRUCTION THAT IS SATISFACTORY AS COMPLETED, OR NOTIFY THE PERMIT HOLDER OR HIS 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 AUTHORIZED BY THE BUILDING OFFICIAL. FOUNDATION INSPECTION NOTES: A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. EXTERIOR FINISHES: *1 1 . CEMENT PLASTER FINISH OVER MASONRY SHALL BE 5/8" THICK TEXTURED PER COMMUNITY % Z,-. % � STANDARDS. 2. CEMENT PLASTER FINISH OVER WOOD SUBSTRATE SHALL BE 7/8" THICK (3) COAT STUCCO OVER (2) LAYERS OF WATER RESISTANT BARRIERS IN ACCORDANCE WITH FLORIDA BUILDING CODE 7TH EDITION (20ic) RESIDENTIAL, R703 AND ASTM C926. TEXTURE PER COMMUNITY FLOOD ZONE REQUIREMENTS: -00 PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. MECHANICAL AND HVAC: 1 . ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (762 mm) DEEP AND 30 INCHES (762 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. #26 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (76 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. %%%§ G. e ofi Lu Ir Lu LU Z 0 1: 0 LU LU Z 0 > w 0 LU D M Lij o CD 0 3: Lu < D UJ i­- < _j CL U) uj uj i rr Z) �e 0 z co LL 0 0 U) z z Lu z C/) Z rr < LLI -r U) 0 0 Q y: z LL U) < z zz r- cz rk < I-_ 0 0 U) w u o 0 llj z a) w 0 z w ui x ui 0 z N< > I z 0 P CL w u cn a U) Z o rn > 1*j&< 7 - OF r lCONIMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 1/ 14/22 SHEEr CS2 A z z z z 0 A D D u r u < z < 0 D6 4 z < _3j_ u z :n m u 2c z < u 3- K 11 j�l D I: z < z < z > D r_ r 0 a 2,4111 40'_0„ ol 11'-4" �i 12'-0" 16'-8" 6" 111_011 6" lo STUCCO WRAPPED — — — BEAM -- T-8" --- ' STUCCO WRAPPED w 06 POSTS w a°° Q_c? � LANAI p U ¢ 8'-8" CLG. U m i MOISTURE RESISTANT m DRYWALL CLG. 6-0" 8'-0" 14'-0" 12'-0" O 25 SH G� (2)25 SH 271-011 T 1 C) 6'-1" c� 3'-52,. T T C"M M I I r� 11 8'-1 32�1 I I I DINING r AREA GREAT r I Ira _ 00 T o § 00 8'-8" CLG ROOM "' t i� n r 8' 8" CLG LO �� Ix N r / I / BRK 2X4 STUD WALL & - — SOFFIT BELOW STAIR W/ 1/2" GYP. BD. 1-112 9,_8211 10, 8'-6" 7'-9" 4'-4" V 61_511 KITCHEN a� N co 8'-8" CLG c� 42" LOW WALL cn A51 .1 p a °�M ::, --„�r ,:t::•,=r :REF N PTRY ;.,n•r r. A4.1$'-0"' _1 '6R IIi Ii _ , 3 -61 n 0 CV 2 ------ WCV UP LINE OF r)FLOOR I 36HTHNDRiL.2, BOLLARD PERNix- SELFABOVE2X6 WALL 2868 SC W/ CLOSERREF. COMMUNITYcv 3'-11"WATERLINE Ty SPECS. a8' I 1/2" WALL BOARD ON PROVIDEGARAGE SIDE (2)2X4 lk INSULATION AS RQD3'-0'�iSTORAGE WALL (4)12" SH -- AV 2 CAR GARAGE 2" CONC. w 3'-1" 8'-8" CLG CURB T L L ----- A 5/8" TYPE ' X' LAV '-cj CEILING BOARD T r� 1'-112" �as� Y EX S E b ABV. ° BATH N 20'-2" N 6�_32„ 3'-72" m `L4' 8,_711 BRK FOYER 2 F------------------------------------ ---�, 8'8"CLG= �s� XFER�'t 3° GRILL EXTRA SUITE ..:.. BEDROOM m I I I 8'-8" CLG ENTRY t o d CL I in cn t (-)-I — I \ I I �� O ARCHED i ��b 00 16070 GARAGE DOOR OPNG. SEE ELEVS. LINE OF 2'_12„ 101_62,. 00 FLOOR t cV ABOVE ,� *25 SH 37"x63 EGRESS 21_8" 16'-0" 2'-8" 3'-11 " 9" 8'-8" 6_4" 21'-4" I 4'-8" 14'-0" 40'-0" FIRST FLOOR PLAN SCALE: 1 /4"=1'-0" 2 00 2 91 LEGEND SYMBOLS A BUILDING/WALL SECTION slrr MARKER OINTERIOR ELEVATION MARKER EMERGENCY ESCAPE & RESCUE dp ELEVATION STEP BRKX FLOORING BREAK WALL TYPES 2x WOOD/STEEL FRAMED PARTITION INTERIOR PARTITION w/ ® INSULATION CMU WALL CMU WALL w/ FURRING & INSULATION NOTE: INTERIOR WALLS ARE DRAWN TO ROUGH DIMENSIONS SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL SOLID SURFACE BRACKET SPACED ((cc�� 1" O.C. FOR COUNTERTOP �SVE6RHANGS GREATER THAN 10" TOP PLATE F2" MAX 2x4 STUD WALL SEE PLANS FOR WALL LAYOUT _ 1/2" GYP. tBASE CABINET AS ; BD. A PER SHOP DWGJ N WD.BASE MOLDING FINISH FLOOR FINISH R FLOO rSUBFLOOR BEARING WALLS; REVIEW STRUCTURAL DRAWINGS FOR LOCATIONS OF BEARING WALLS. HANDRAIL GRASPABLE 1-1/2" MIN HANDRAIL; 1 1/4" MIN TO 1/2" MIN. 2" MAX DIAMETER 00 RETURN _ HANDRAIL LID (V M SECTION PLAN PROVIDE HANDRAIL IN COMPLIANCE WITH FBC 7th EDMON STAIR DIAGRAM Q N 3-SIDED ACRYLIC SURROUND 34"X60" ACRYLIC PAN SHWR SHOWER HEAD & CONTROLS lo" 1" 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 I TYPICAL DOOR PLACEMENT DIAGRAMS F, 0 1 F._n. ODOORS LOCATED WITHIN A LENGTH OF WALL ARE TO BE CENTERED UNLESS DIMENSIONED OR NOTED OTHERWISE. %, F o� n DOORS LOCATED ADJACENT TO WALL OB INTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. Ir W �00� >I a0 WZ�I— cgUWw Q _jI W_ F- _ F J Z ) �e0 —Z LL00u) z z z H Lu Z J Q J wiL=m� _3CQO00 ?o ��aCZ n 0 N r` Q o F_ 0 � Q Q O O U 0 a r.j O }-lM O 0 0 0 U) U w z 0 X z 'Q 0 N 1LI z Z OF. �Z aagaa �e o p I 1 2022 a � y f t' '���IMUI�ITY: iAII�S A CA USA SPRINGS PLAN # 6103 RELEASED: 1/14/22 SHEET Al I . 0 O CV A5.1 0 40'-0" "' 10'-5" I r g�_C�n L Ill A(s 4 12" SH --- . ti� Tri LIN. O LOW WALL ;�� - 2 21" ; i I Lj"_ - - - - - —L- 10� 91-011 LOW WALL s l u� _�2„ I 3_92„ 6-11 -32" 13-112"$,_5„ 4' 411 e0 .- BEDROOM 3 8'-0" CLG 2 A5.1 SECOND FLOOR PLAN SCALE: 1 /4"=1'-0" BEDROOM 4 8'-0" CLG LOFT 8'-0" CLG a N 36" HT. HNDRL. MATCH TO WALL BELOW Lo O M O N Q LEGEND SYMBOLS A BUILDING/WALL SECTION SHT MARKER OINTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE dP ELEVATION STEP BRKX FLOORING BREAK WALL TYPES 2x WOOD/STEEL FRAMED ma PARTITION INTERIOR PARTITION w/ INSULATION CMU WALL CMU WALL w/ FURRING & INSULATION NOTE: INTERIOR WALLS ARE DRAWN TO ROUGH DIMENSIONS SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL SOLID OLID SURFACE R6" O.C. FOR COUNTERTOVP ERHANGS GREATER THAN 10" TOP PLATE ol I -2„ MAX 2x4 STUD WALL SEE PLANS FOR WALL LAYOUETT _ 1/2" GYP. [BASE CABINAS ^' BD. PER SHOP DWG N WD.BASE MOLDING FINISH FLOOR FLOIORSH� r-SUBFLOOR TYPICAL DOOR PLACEMENT DIAGRAMS ODOORS LOCATED WITHIN A LENGTH OF WALL ARE TO BE CENTERED UNLESS DIMENSIONED OR NOTED OTHERWISE. DOORS LOCATED ADJACENT TO WALL OINTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. W cr- O O I— >I=<0 W :D Cl H UWw cn a=Wl— _ F > J ir (r Ir Y 0 I- z 'dLL00U) z z z ~ W J Q 2 J W 0- _ c _3cnp0U Z)2ZL.L ?� 2I—¢cz n coc C O Za' H O O O a O o i ^m O O � LLO Ox A z v ♦ O 0 w I Ui w Owe vl z I� z O i i i i E ul I I I t Ol-- I I I ; r I at Z a a a a a • I I I i i NJAN 18 2022` COMMUNITY: LINKS AT CALUSA SPRINGS E PLAN # 6103 L RELEASED: 1 / 1 4/22 i SHEET A121 z uu J) z D J z L 0 FOAM LOUV SCALE: 3/4"=1'-0" ER DETAIL V ' GARAGE HEAD TRIM DETAIL SCALE: 3/4"=1'-0" 1 WINDOWSILL DETAIL SCALE: 3/4"=1'-0" FIN. FLR. 1'-0" 1 '-0" 4" WIDE STUCCO BAND (+1) z z a m O C'0 U r U T D F u O FIN. FLOOR_ GRADE 12 5 REAR ELEVATION SCALE: 1 /4"=1'-0" 12 5 16070 GARAGE DOOR 3068 FRONT ELEVATION SCALE: 1 /4"-1'-0" 12 5 ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 12 5 BLDG. HEIGHT T ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 6" FASCIA (TYP.) T.O. WALL _ T.O. WINDOW 4" WIDE STUCCO BAND (+1)_ o N 00 _— 4" WIDE STUCCO BAND (+1) N SECOND FLOOR _ M� T.O. MASONRY,00 - — T.O. WINDOW r- 7— 4" WIDE STUCCO BAND (+1) 00 _ FLOOR _FIN. GRADE PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY TEXTURE ; �,::, :^x.; <•`:;j! BODY COLOR FINISH SAND TRIM COLOR FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO 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) Ir W �-2CC w00 O >c ao W :D 0 H (/) 0 W QZWF-- 0- U) W W Y01-Z �Ii00w Z Z Z H Lu °C Z <2 W�=�IZ CL -i(npOU Z)=zlL (n Q?o n Q Z0 0 Q o Q U) z 0 0 o u o W W W 0 z 0 U) w w 0 0 x z � }o_� 0. w U W 0 z Z O�/� d ♦ U) a a a a a JAN 1 COMMUNITY: LINKS A CALUSA SPRINGS PLAN # 6103 RELEASED: 1/14/22 SHEET A2 0 1 0 0 RIGHT ELEVATION SCALE: 1/4"=1'-0" LEFT ELEVATION SCALE: 1 /4"=1'-0" ICCO BAND) 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 C1063 (CURRENT EDITION) W r Wz0m w�z0 >OC¢0 W H Q � w W W QJ J W W Ir !Y `101—Z LL00cf) z z Z ~ Z J Q 2 J WCL_crIL =iuD00Q =Zu-U) �1-¢z� n c N a 0 0 U) Z o O � W 0 W o w I A w U) w 0 x z 0 w N W � Z OQ w Z.a a a a a 0 BAN 1 2022 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 1/14/22 SHEET A2.2 0 0 ROOF PLAN SCALE: 1 /4"=1'-0" 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. 1 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 SQ. 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 ® i t4O a d �a '. AT OF .o ° C. IY w C,JF—CC wZO � wZ0 w >oCQO c)Uww Q�WI-- _ J > IY fY cr_ Y 0 F— Z �LL00_� ZZZF—w_ �g¢< J w0..=Iia, _jc)000 Z:)—ZLL(n QZ� r` �CZ ¢� Ir O L j FF_ 2 0 0 r� V Z O Im Lo a `-1 LLO 0 O LL i� O O U) w w 0 x z 0 En W 0 z Z o� �o Z' a a a a a t ^s 2022 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 1 / 1 4/22 SHEET A3. I 0 0 SCALE: 1 /2"=1'-0" 1 X8 CAP (RIPPED) CASING N BY SPEC h GYP. BD. 2X4 KNEEWALL 1X SKIRT BOARD BASE BOARD — PER SPEC. 2X4 SPACER DETAIL , 1A 1 A SCALE: N.T.S. ' 1X8 CAP t--+ (RIPPED) CASING BY SPEC. GYP. BD. STAIR STRINGER 2X4 KNEEWALL 2 4 2X4 SPACER BASE BOARD BESIDE STRINGER PER SPEC. 1X SKIRT BOARD SKIRT BOARD / CURB DETAIL SCALE: 1"= 1'-0" 1x6 WOOD CAP 2X LANDING FRAMING Az / / I ) SEE STRUCTURAL (2) LAYERS J' PLYWOOD (MATERIAL RIPS FOR (SOLID NAILING SKIRTBOARD PER SPEC. 1 I IV bw II I I L . _ . _ - - KNEEWALL DETAIL SCALE: 1"= 1'-0" AT FOOT OF STAIR �11Ski, ♦®�a C F = P �' Tg 4 No O IF 2 W IT Lu w z 0 2 O>- >cc<0 OOUWw Q 2-- E � 2 2 Y 0 I- z u-00cn z4zzF'zCC _ J Q :Z> J LLI a = 2 a _3C/)❑00_7 H Q Z D cc Q Q 0 0 0 V o W �f w caL� tom' 0 a 1-iU) ICI w i . r z w 0 x z _O rL U W tn Z O .¢ W � z IQQQQa BAN ZQ2 MM CO UNITY. LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 1 / 1 4/22 SHEET A4. I 0 a 12 5 BEDROOM 4 EXTERIOR WALL BATT. INSULATION SEE ENERGY CALCS 1 A5.1 12 5 PRE-ENG. ROOF TRUSSES (SEE FRAMING SHEET FOR DETAILS) INSULATION PER ENERGY CALCS. ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) L. HALL HALL BATH CL. ` FLOOR FRAMING / SEE STRUCTURAL / `\ DRAWINGS INSULATION PER ENERGY CALC. TYP. BOTTOM OF LINTEL @ T-4" A.F.F. 2 CAR GARAGE BUILDING SECTION SCALE: 1 /4"=1'-0" 12 5 EXTERIOR WALL \ \\ BATT. INSULATION \ SEE ENERGY CALCS BR 3 MECK `\ WIC BUILDING SECTION SCALE: 1 /4"=1'-0" DINING AREA. T.O. WALL - T.O. WINDOW 0 N 00 SECOND FLOOR T.O. MASONRY -' T.O. WINDOW 00 d 00 F, FIRST FLOOR GRADE II H 1=I CONCRETE TURNDOWN, SEE STRUCTURAL DRAWINGS, TYP. 2 A5.1 i 12 5 i ' PRE-ENG. ROOF TRUSSES (SEE FRAMING SHEET FOR DETAILS) - INSULATION PER ENERGY CALCS. , HALL FLOOR FRAMING ` SEE STRUCTURAL `\ DRAWINGS \\ INSULATION PER ENERGY CALC, TYP. 12 CAR GARAGE STORAGE ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) - T.O. WALL _T_O_WINDOW � 2X8 WALL O cV ' I 42" LOW WALL SECOND FLOOR _ - -T.O. MASONRYV T\ T.O. WINDOW,,_4 0o Oo m W �-_fl, O O I-" >oCQO LU — aC)LuW QJ >.Lu oZfO0OW Z W Q a � -DUp0U �2ZLLU) �I-Qzo � QQ N c Qo O H 0 O r� V � °°Lc) w m 0 r~ r� c w �--� I w 0 X z r� O N W 0 z� O� u o �Z QaQQQ JAN 1 2022 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 1/14/22 SHEET AS. 1 SEE ROOF PLAN 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 gk TOP OF PLATE (REFER TO ELEV.) INSULATION AS 2X ALUM WRAPPED FASCIA PER SPECS. � W� BD, WALUM DRIP EDGE PRE-ENGINEERED SOFFIT INSTALLED PER GABLE END ROOF & MANUF. SPECS TRUSS - REFER TO �� 2X PT BLOCKING STRUCTURALS HURRICANE STRAP -REFER TO 1/2" (MIN.) CLG. BD. STRUCTURALS TYP. HIPPED PENT ROOF DETAIL SCALE: 1/2" = 1'-O" 2-STORY - FRAMED WALL 12 \� SEE ROOF PLAN INSULATION PER - COMMUNITY SPEC. SEE ENERGY CALLS. 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 1 x6 PT DRAPE BLKG ABOVE WINDOWS WINDOW PER PLAN SOLID SURFACE CAULKED @ WINDOW 1/2" GYP. BD. OVER RADIANT BARRIER INSULATION (R-4.1) ATTACHED TO 1x2 PT. FURRING @ 24" O.C. BASE BOARD SEE R OF PL 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 TOP OF C.M.U. let (REFER TO ELEV.) INSULATION AS Co 2X ALUM WRAPPED FASCIA PER SPECS.~ BD. w/ALUM DRIP EDGE 1/2" (MIN.) CLG. BD. SOFFIT INSTALLED PER MANUF. SPECS PRE-ENGINEERED 2X PT BLOCKING GABLE END ROOF 55 HURRICANE STRAP - REFER TO TRUSS -REFER TO STRUCTURALS STRUCTURALS TYP. PENT ROOF DETAIL SCALE: 1/2" = 1'-O" 2-STORY - FRAMED WALL ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER R905.1.1.1 (SEE SHEET CS2) OR CONCRETE TILE W/ SELF ADHERED MEMBRANE UNDERLAYMENT 60 MIL. OR EQUAL PRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. OIL TOP OF WALL 5--, <", Y(REFER TO ELEV.) S E 2X ALUM WRAPPED FASCIA BD. WALUM DRIP EDGE EL SOFFIT INSTALLED PER MANUF. SPECS 2X PT BLOCKING HEADER PER STRUCTURALS EXTERIOR FRAMED WALL THICKNESS PER PLAN 7/8 STUCCO OVER LATH W/ 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) WALL SHEATHING PER STRUCTURALPLANS OL TOP OF FLOOR (REFER TO ELEV.) MID -WALL WEEP SCREED/EXPANSION JOINT OL TOP OF CMU (REFER TO ELEV.) OIL TOP OF WINDOW (REFER TO ELEV.) -SEE STRUCTURAL DRAWINGS PRECAST WIN. SILL 8" CMU BLOCK w/ CEMENTITIOUS FINISH SLOPE GRADE AWAY FROM HOUSE J, 0'-0" FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. 2—STORY WALL SECTION SCALE: 1/2" = 1'-O" SEE SEE ROOF PLAN SOFFIT AT RAKE (BEYOND) R OF PL SOFFIT AT RAKE (BEYOND) REFER TO PLANS REFER TO PLANS FINISH PER PLAN FINISH PER PLAN 7/8 STUCCO OVER LATH 7/8 STUCCO OVER LATH _ W/ 60 MIN. GRADE D PAPER BACKED = W/ 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) _- - (OR APPROVED EQUAL) BENT METAL FLASHING BENT METAL FLASHING - REFER TO "L" FLASHING DETAIL REFER TO "L" FLASHING DETAIL 2X LEDGER BOARD 2X LEDGER BOARD Ak TOP OF C.M.U. x OIL TOP OF C.M.U. (REFER TO ELEV.) (REFER TO ELEV.) INSULATION AS I 2X ALUM WRAPPED FASCIA INSULATION AS I 2X ALUM WRAPPED FASCIA ----- PER SPECS. BD. WALUM DRIP EDGE PER SPECS. ---- - BD. w/ALUM DRIP EDGE PRE-ENGINEERED SOFFIT INSTALLED PER 1/2" (MIN.) CLG. BD. SOFFIT INSTALLED PER GABLE END ROOF MANUF. SPECS MANUF. SPECS TRUSS -REFER TO 2X PT BLOCKING PRE-ENGINEERED 2X PT BLOCKING STRUCTURALS HURRICANE STRAP - REFER TO STRUCTURALS GABLE END ROOF HURRICANE STRAP - REFER TO 1/2" MIN. CLG. BD. (MIN.) MASONRY LINTEL -REFER TO TRUSS - REFER TO STRUCTURALS MASONRY LINTEL - REFER TO STRUCTURALS STRUCTURALS STRUCTURALS TYP. HIPPED PENT ROOF DETAIL TYP. PENT ROOF DETAIL SCALE: 1/2" = 1'-O" 1-STORY - MASONRY WALL SCALE: 1/2" = V-O" 1-STORY - MASONRY WALL ROOF SHINGLES OVER ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER WITH ASTM D226 TYPE II INSTALLED PER R905.1.1.1 (SEE SHEET CS2) R905.1.1.1 (SEE SHEET CS2) OR OR CONCRETE TILE W/ SELF ADHERED CONCRETE TILE W/ SELF ADHERED MEMBRANE UNDERLAYMENT MEMBRANE UNDERLAYMENT 12 60 MIL. OR EQUAL 12 60 MIL. OR EQUAL SEE ROOF SEE ROOF � PLAN PRE-ENGINEERED ROOF , PLAN PRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. TO TRUSS MFGR. DRAWINGS. \ , HURRICANE STRAP EACH END HURRICANE STRAP EACH END , OF TRUSS - REFER TO OF TRUSS - REFER TO onnoSTRUCTURAL. STRUCTURAL. TOP OF C.M.U. OIL TOP OF C.M.U. (REFER TO ELEV.) I I (REFER TO ELEV.) I INSULATION PER I COMMUNITY SPEC. s 2x6 ALUM WRAPPED FASCIA 2x6 ALUM WRAPPED FASCIA SEE ENERGY CALLS. EE BD. w/ALUM DRIP EDGE EE BD. WALUM DRIP EDGE - - - EL V. ! ,. E V. 1/2" (MIN.) CLG. BD. 1/2" (MIN.) ----- SOFFIT INSTALLED PER CLG. BD. SOFFIT INSTALLED PER ix PT DRAPE BLKG MANUF. SPECS (J" TYPE'X' GYP. BD. MANUF. SPECS ABOVE WINDOWS 1/2" 2X PT BLOCKING TO BE PROVIDED 2X PT BLOCKING G.W.B. WHEN LIVING SPACE SEE STRUCTURAL IS ABOVE GARAGE) SEE STRUCTURAL WINDOW PER PLAN PLAN PLAN SOLID SURFACE CAULKED Co) WINDOW 1/2" GYP. BD. OVER RADIANT BARRIER INSULATION (R-4.1) ATTACHED TO ix2 PT. FURRING @ 24" O.C. BASE BOARD PRECAST WIN. SILL SLOPE GRADE AWAY FROM HOUSE J. 0'-0" FIN. FL. FOUNDATION PER PER STRUCTURAL DRAWINGS TYP. 1—STORY WALL @ WINDOW SCALE: 1/2" = 1'-O" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS PROVIDE 2X4 FRAMED ENCLOSURE FOR ELECTRICAL PANEL, FINISH W/ 2" GYPSUM BOARD ELECTRIC METER LOCATION - SEE PLANS. VERIFY INSTALLATION IN FIELD STUCCO FINISH EXTERIOR \, CMU BLOCK WALL GYPSUM- BOARD 2" GYPSUM BOARD NICHE FOR ELECTRICP PANEL & WIRING ELECTRICP PANEL EXTERIOR- CMU BLOC I WALL CONCRETE CURB REF TO PLANS CONCRETE SLAB ON GRADE AT GRADE GARAGE FLOOR ELECTRICAL PANEL NICHE AT CMU BLOCK WALL GARAGE SLAB, 4„ SEE STRUCTURAL PLANS co WALL SECTION SCALE: 1/2" = 1'-O" SCALE: 1/2" = 1'-O" I ER ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS T.O. M I I I I I I I I i I I I I I I I L —J z � w � I I I I I I I I I I I I I I I i I I I I I I I cV M 00 �, cV L L ----- ( 1, 1'-6" - EXPANSION JOINT DRIVEWAY PER COMMUNITY SPECS SLOPE OIL 0'-0" FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS GARAGE DOOR 7/8 STUCCO OVER LATH W/ 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. MID -WALL WEEP SCREED/ ox EXPANSION JOINT TOP OF C.M.U. (REFER TO ELEV.) INSULATION AS PER SPECS. _ 2X ALUM WRAPPED FASCIA 1/2" (MIN.) CLG. BD. BD. w/ALUM DRIP EDGE PRE-ENGINEERED SOFFIT AS PER SPECS. GABLE END ROOF TRUSS -REFER TO MASONRY LINTEL, SEE STRUCTURALS STRUCTURALS TYP. GABLE END DETAIL SCALE: 1/2" = 1'-O" 1-STORY - MASONRY WALL ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER R905.1.1.1 (SEE SHEET CS2) OR CONCRETE TILE W/ SELF ADHERED MEMBRANE UNDERLAYMENT 12 60 MIL. OR EQUAL SEE ROOF 1 PLAN PRE-ENGINEERED ROOF ,> TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. \' HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. OILTOP OF C.M.U. (REFER TO ELEV.) 2x6 ALUM WRAPPED FASCIA 1/2" EXTERIOR SOFFIT EE BD. w/ALUM DRIP EDGE BD. W/ KNOCKDOWN E V. PLASTER FINISH SEE STRUCTURAL SOFFIT INSTALLED PER PLANS MANUF. SPECS 2X PT BLOCKING 8" CMU BLOCK W/ CEMENTITIOUS FINISH SLOPE GRADE AWAY FROM HOUSE SLOPE "IN0'-0" �. FIN. FL. '—FOUNDATION PER STRUCTURAL DRAWINGS TYP. CMU COLUMN @ LANAI/PORCH SCALE: 1/2" = 1'-O" 1/2" MORTAR BED "SCRATCH COAT (TYPE N OR S) ADHERED STONE VENEER "MANUFACTURED" MORTAR JOINT STONE VENEER DETAIL SCALE: 1" = 1'-O" DRYWALL 2X FRAMIN W/ INSULAT SYNTHETIC LAP SIDING BARRICADE PLUS WRB (OR APPROVED EQUAL) MIN. 1 1/4" OVERLAP EXTERIOR SHEATHING ATTACH PER MANUFACT INSTRUCTIONS LAP SIDING DETAIL SCALE: 1-1/2" = 1'-O" NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION F r"tro N 77 524 -0 r_ AT O J W } 2 � � o >- } >OCa0 W❑1-- (nUWW Q W_ ~ _ F— > J Ir o�$Zz0w --�Q�—� W o- _ cr n- U ❑ O U Z=ZLL() mF-QZ❑ co cz RRI o Q O �Q Q 0 0 j U j Im Z in O — j I� U U 0 �w U) vJ uw uw 0 X z >! F_O 0. cn W C3 U) Z O d rno 0Z aaaaa JAN 18 2022 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 1 / 141122 SHEET A52 z :n z O J z u BARRICADE PLUS WRB (OR APPROVED EQUAL) 4. * TYPICAL AT ALL WOOD TO MASONRY TRANSITIONS r— 2X FRAMING FLOOR `SHEATHING PER SPEC. RIM BOARD REFER TO - -STRUCT DWGS. 60 MIN. i GRADE D ,e— PAPER BACKED I LATH �— WALL SHEATHING I ✓ 7/8" 3-COAT STUCCO _ SHEATHING FLUSH WITH '- L BLOCK WALL MID -WALL WEEP ;REED/EXPANSION I JOINT 6" SELF ADHERED FLASHING 5/8" CEMENTITIOU �\ COATING BUILDING FELT - ON TOP OF CONC.BLOCK ----� UNDER FLOOR MAINTAIN 1/8" GAP MEMBERS BETWEEN SHEATHING CONCRETE AND TOP OF BLOCK BLOCK WALL I I I I I I I I EAr "ANSION JOINT (EJ) AT FRAME & MASONRY SCALE: 1/2" = V-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 FASTENERS TO BE SPACED @ 7" 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. z T 'I" FLASHING 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 2X4 BLOCKING NOTE: 1. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO BE NO. 18 - 0.0475" WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION TO WALL STUDS REQUIRED PER PLAN 'VOOD SHEATHING 10 MIN. GRADE D PAPER BACKED ATH OVER BARRICADE PLUS WRB DR APPROVED EQUAL) " THICK, 3 COAT CEMENT PLASTER 4ETAL LATH AP WRB & TAPE OVER ROOFMALL ')CREED IX5 "L" TYPE CONTINUOUS GALV. IETAL FLASHING (NAIL TO ROOF )ECK, NOT WALL SHEATHING) INDERLAYMENT PER CODE 'AP SHINGLE - DO NOT NAIL, 4STALL WITH ROOF CEMENT IOOF CEMENT SHINGLE ROOFING WOOD SHEATHIP'^ BARRICADE PLUS WF (OR APPROVED EQUP LAP SIDING (PER BUILDE MIN. LAP (PER MANUF. SPEC STARTER STRIP (PER MANUF. SPEC MIN. CLEARANCE (PER MANUF: SPEC 5X5 "L" TYPE CONTINUOUS GAL METAL FLASHING (NAIL TO ROOF DEC NOT WALL SHEATHIN� UNDERLAYMENT PER COI CAP SHINGLE - DO NOT NAIL, INSTAI WITH ROOF CEMEP ROOF CEMEP SHINGLE ROOFIf "L" FLASHING - SIDING 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 �z ROOF/WALL SCREED 5X5 WALL FLASHING KICK -OUT FLASHING (SEE DTL. BELOW) Lo W ,- FELT UNDERLAYMENT AS REQ'D BY CODE SHINGLE ROOFING — FASCIA WRAP DRIP EDGE: OVERLAP 3", EXTEND BELOW SHEATHING, MECH. FASTEN 4" O.C. MAX. KICKOUT DETAIL SCALE: N.T.S. z in 7.. STEP 1 FOLC 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 $ THICK, 3 COAT CEMENT PLASTER HORIZONTAL WEEP SCREED SCALE: N.T.S. 0 FOLD @ FOLD INWARD @ PT. A STEP 3 0 0 FOLD @ 770 FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C STEP 2 FOLD INWARD @ PT. A CREASE @ PT. B STEP 4 ��q_l9949r�� r WATERTIGHT SEAV <5 FOLD. DO NOT N 77 2 BOTTOM FLANGE FOLD INWARD @ PT. A°° AT CREASE @ PT. B �°®` ��•• = n R `° CREASE @ PT. C®R! FOLD PT. C OVER PT. B TILL PT. C TOUCHES BOTTOM FLANGE Iz W } 2 � �0>_� 5;cc<o W Z) 0 H cnUWw Q Dcc W �U)Ww �IYirIY Y Q I— z 'es LI-00cn z Z Z F- Z Cc J Q J W IZ 1:ir !L _3cn000 Z)=ZLL(n ,cz co cz r` U) 0 U Q O z "no MMf t'l O p O a w w w i F..q O X z 0 U cn W 0 tw 0 4 r� o ci JAN 1 $ Z022 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 1/14/22 SHEET wP i z u J) z C J z A z 0 O L r z Z r r i Z 2 Z 1J r i r L n O O z Z< r z r z n z r D 0 n z J ,, z n r r u L D r L r L r DI D 1 Start 2-3 feet from a corner. Wrap around corner and continue nailing or stapling as you move around the house. Use fasteners that are long enough to penetrate into the stud or nail base material :,. GTWO 4 4 Fold the three flaps in through the opening, fastening them inside with staples set about every 6". Fold top flap up and tape temporarily as shown. Other Important Details: • Install building wrap "shingle -lap" fashion (with the higher piece lapped over the outside of the piece below). • All horizontal overlaps of building wrap should be at least 4" and vertical overlaps should at least be 6". WRB INSTALLATION SCALE: N.T.S. BARRICADETM BARRICADETM I s } I f7jj9t P } i ww: t . . ........ 33 ... ....... .... .... .... ..�:.] BARRICADETM } BARRICADETM t :BARRICADETM BARRICADETM BARRICADETM BARRICADETM BARRICADETM 2) (3 Secure Barricade TM Plus firmly in place by Make an inverted "Y" cut in the fastening it every 12"-18" along the vertical wrap at window rough opening. studs using large -headed or plastic cap nails or Make diagonal cuts at the top of minimum 1" crown staples. You may install it the rough opening corners. over wood based, foam insulative, or fiberboard sheathing or exterior gypsum board. BARRICADETM BARRICADETM BARRICADETM BARRICADETM BARRICADETM BARRICADETM BARRICADETM 5 Install the bottom flashing over the wrap. Note: Barricade Building Products recommends the use of flashing material, such as OptiFlash® or Contour° premium butyl rubber flashing, that meets or exceeds Federal Specification UU-B-790a, Grade A and is minimum 6" in width. • At roof sections, be careful to lap the building wrap over the entire top of any step flashed areas against the wall. • Around exterior doors, follow the same flashing procedures as indicated in steps 5 and 6 for windows. BARRICADETM BARRICADETM° BARRICADETM BARRICADETM BARRICADETM BARRICADETM Example 1�1 u BARRICADETM BARRICADETM (� � V Install window. Flashing details around window: A Install side flashing over side window flanges. g Install head flashing over the top window flange and extend it out 3"-4" over the side flashings. C Bottom window flange should be over flashing, installed in Step 5. D Remove temporary tape from top building wrap flap and apply over installed head flashing. Note: Windows must be installed in accordance with manufacturer's recommended installation procedures. NOTE: FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400 AS PER R703.4.1.4 (2020 FBC-RESIDENTIAL, 7TH EDITION) SEAL EDGE OF P.T. WOOD BUCK TO MASONRY 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 WOOD OPENING WATERPR BARRICADETM OOFING X W >-_i �00� 5;E<0 W �pF- f)UWW W ¢�F— _ F- � J�� Z) X rr LL YQF-Z ,6LLOOU) ZZZF-Z �gQ�J W G_ _ CL _3UpOCU Z = Z LL v_i �F-Qzp F N Q F- O �¢ 0 0 r�r 0 w U A 0 Z in 0 0 0 .j X (L U) w wz W o X z 0 a W Cn Z o .� .c z�vaaaaa r..r_ v JAN 18 2022 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 1 / 114/22 SHEET WP2 Z w 0 Z Z ji jj _ Q J) 0 Z _ n Z .0 j) _ z _ J) Z _ J) Z :n z 3- r 3- _ Z x r 3- J J) :n z _ J J3 J) _ 3- X L J) A _ Z Q Z Q Z SCALE: N.T.S. eD 53 F, ------- LANAI ADD BLOCKING AS REQUIRED VP 20 AMP DED. I i i OUTLET FOR I i i DINING MICROWAVE 0 AREAZ ADDQ ki °' BLOCKING RANGE Ell ° i F_ GFI t � i t t u Ci GFI GF KITCHEN PTRY REF 34 .., .®.. .V�..m... REF WH (t O .... 2 CAR GARAGE IRRIGATION O ' TIMER N PREWIRE GFI FOR FOR GARAGE ELECTRICAL OPENER M PANEL ON2X4------ ------ -----_®-------___ ------ FIELD WALL (V.I.F.) t VERIFY ' t METER I t m j O o t I GFI 42" FIRST FLOOR ELECTRICAL PLAN SCALE: 1 /4"=1'-O" ADD GREAT BLOCKING I I I 1 I I I ` T S I I H@ SE O D LOOK I I I I cH STORAGE GF -BUL I L J CM � EX S E BATH DATA I IV 1 m 2" PVC CONDUIT 2-2/0 COPPER 1-1/0 COPPER • OR 2-4/0 ALUMINUM 200 AMP 4,' fMETER1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT 4 COPPER OR ALUM. BREAKER2" PVC CONCRETE ENCASED GROUNDED ELECTRODE T I �III� II ELECTRICAL RISE NOT TO SCALE R DIAGRAM ELECTRICAL KEY I DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET A GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET USB COMBO OUTLET WALL SWITCH 3 THREE-WAY SWITCH 4 FOUR-WAY SWITCH KEYLESS LIGHT FIXTURE CEILING MOUNTED LED LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE VAPOR PROOF LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE f� EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION p CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) COMBINATION SMOKE / CO2 DETECTOR Q SMOKE DETECTOR f4 TELEPHONE (OPTIONAL) l TELEVISION (OPTIONAL) jp ELECTRIC METER = 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 2017 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 2O17 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 2017 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. GFC1 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 } 2 m ?00�— >cccca0 W::)01- U W w Q = W ~ _�;_j Y 0 F- Z IL 0 0 u) ZZZ~'Z_ _j< _1 wa = 11 �cn000 =ZIL(_n �I-QZ� n Q G O Zd� H �¢ O 09� H O O z u O p (L 0 1..� ion Ln 0 u cn u = cn w w mi i w w O T �.1 : z "MEN, r OC U) W O U) O � o Z aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 1/14/22 SHEET E1.1 - - n,.. �,��.wu�--.0 i�_� �.�.�i_.a�: adim ,:_a,�i .,r,�, are: - �I I I I� a n 2" PVC CONDUIT 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 Tb �I ELECTRICAL KEY I& DUPLEX CONVENIENCE OUTLET Ift WEATHERPROOF DUPLEX OUTLET Fl GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET USB COMBO OUTLET WALL SWITCH s THREE-WAY SWITCH FOUR-WAY SWITCH KEYLESS LIGHT FIXTURE CEILING MOUNTED LED LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ol VAPOR PROOF LIGHT FIXTURE + LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE fj EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ® CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) �M COMBINATION SMOKE / CO2 DETECTOR so SMOKE DETECTOR F4 TELEPHONE (OPTIONAL) Q TELEVISION (OPTIONAL) ELECTRIC METER = 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 2017 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 2O17 NFPA 70, FLORIDA RESIDENTIAL CODE 2020, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 6. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. 7. CIRCUIT NUMBERS ARE FOR REFERENCE ONLY. 8. LUMINAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF 2017 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 W i- r cr WzO� wwZO 5; < o Wpp1-- w 5.w < [L _ � > J 5 Ir cc IY Y O F- z ,6 LL O O U) z z z F cr J Q w W CL tea. J �WpOU = z LL cn �F-< "�1 a Q z� z 0 O o V O OIm O in o QU o O u vl w w w cn j I w w 0 3 z O F- a c� U) W 0 t O� t o wzQaQQQ COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 1/14/22 SHEET E .2 r-- z w U) z O U z w IG O. F- O z w oc U cD z 0 06 W z w W w F- a 0 W 2 Ir 0 O � >- > oC Q O WOOF-- cc w Cl) w Q�WI- 2 F- > J Er W cr zzzFW �-,QmZ W E-=11EL = Z O U �F--QZC] � � n 0 Q L 0 o 0 V O Im z M w O 0 Ly w a O a rI w I w 0 z 0 a Ix tn W w O� �o �Z aaaa� COMMUNITY; LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED; 1/14/22 SHEET P I "I . z W z 0 U z W H D 0 H O z W Q 0 z Q 0 06 U) z J n W W w PLUMBING PLAN SCALE: 1 /4"=1'-0" 23'-6" !r W } 2 IY �00F" >oWCQO wC) �- U)U :w Q D i 0Y m °6o000w W d Q cr LL 2 _ =ZLLU) H Q z c� 0 t� V O ~� as a z o o � cn a w w 0 x z z 0 R W 04 � o az QQdQ 4 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 1/14/22 SHEET P1.2 1 1 W U) Z 0 U Z W MASONRY LINTEL ASSEMBLIES 5EE 5GHEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO LQJ MIN. (1)GOURSE/BOND i L4J MIN. (1) GOURSE/BOND i BEAM ABOVE LINTEL i i BEAM ABOVE LINTEL GROUT GROUT BOTTOM REINF. 146;! a PREGA5T LINTEL w/ PRECAST LINTEL W EMBEDDED REIN. #- EMBEDDED REINF. MB-1 MB-2 i i i i 1 i '+►- TOP GOUR5E, IF TOP COURSE, IF LQJ m i L4J i __� REQb PER ARCH. RE-0-0 PER ARCH. TOP REIN. OR GONT. GONT. BOND BEAM BOND BEAM REIN. REIN. AS REQb GROUT GROUT • BOTTOM REIN. .:.. BOTTOM REIN. `s PREGA5T LINTEL w/ PRECAST LINTEL w/ � EMBEDDED REIN: EMBEDDED REIN. 9 MB-3 MB-4 MASONRY LINTEL DETAILS REINFORGEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORGEMENT MB-1 8F8-OB/OT ----- ----- MB-2 8F8-IB/0T ----- (1) #5 M13-3 8FI6-I13/IT (1) #5 (1) #5 MB-4 8RF14-I13 ----- ----- APPROVED LINTEL MANUFACTURERS ARE: CAST-CRETE, QUALITY PRECAST GO., AND LOTT'S CONCRETE. NOTES: I. ALL LINTELS W 5PAN5 6REATER THAN W-O" SHALL BE PRESTRESSED. 2. SHORE FILLED LINTELS AS REQURIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRESTRESSED LINTELS. 5. ALL REINFORCEMENT SHALL BE 6RADE 60, fy=60 k51 6. ALL LINTEL5 SPECIFIED ON PLAN ARE MINIMUM SIZE REOUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW SHEET LIST INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.2 2ND FLOOR FRAMIN6 PLAN 5-1.3 ROOF FRAMIN6 PLAN 5D-I FOUNDATION DETAILS 5D-2 STRUCTURAL DETAILS 50-3 STRUCTURAL DETAILS PB5B-I STRUCTURAL DETAILS 6ENERAL STRUCTURAL NOTES FOUNDATION • DE5161\1 15 BASED ON 7th EDITION (2020) FLORIDA BUILDING CODE. • FOOTIN6 DE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE SOIL BEARIN6 CAPACITY OF 1,500 P5F. • ALL LUMBER EXP05ED TO WEATHER OR IN GONTAGT W/ GONGRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALL5 TO SLAB WITH Y4" DIA. x 23/4" LONG TAPGON5 @ 32" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORRO51ON-RE515TANGE COMPATIBILITY OF HARDWARE $ FASTENERS IN GONTAGT w/ PRESERVATIVE -TREATED WOOD. GONTAGT LUMBER $ HARDWARE 5UPPLIER5 TO GOORD. • GONGRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE 5TREN6TH5 IN 28 DAYS, U.N.O.: f'c = 2,500 psi: ....... FOOTINC75 2,500 psi:....... SLABS ON 6RADE (INTERIOR $ EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXP05ED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FIN15H 6RADE. • FOOTIN65 AND 5LAB5 ON 6RADE SHALL BEAR ON GLEAN, FIRM VIR61N 501L OR GLEAN FILL GOMPAGTED TO A q5% PROGTOR VALUE • MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOK5 SHALL BE PROVIDED AT D15GONTIN0005 END OF REINF. • GROUT SHALL BE A5TM G476 F'c=3000 PSI w/ MAX 3/g" A66RE6ATE • GONGRETE MA50NRY UNITS SHALL BE A5TM GqO WITH A MINIMUM COMPRESSIVE 5TREN6TH OF Ig00 P51 (F'M = 1500 P50. ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON AGI 530/530.1 • REINFORCED GMU GORES (AS INDICATED ON PLAN) SHALL El BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL AL16N WITH FOOTIN6 DOWEL BELOW. PROVIDE MIN 50" LAP SPLICE WITH FOOTING DOWEL. • GROUT SOLID ALL REINFORCED GMU GELL5 AND BOND BEAMS • ALL BOND BEAMS 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 CORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MASONRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR HALLS. (A5 SHOWN ON PLANS) • ROU6H OPENINGS ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE GORNER5 OF SLAB ED6E5, AND OTHER LOGATION5 WHERE SLAB GRAGK5 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) • JOINT5 SHALL BE LOCATED @ 12-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE A5 GL05E TO SQUARES A5 POSSIBLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION BPEG I � I G,ATI ONB (TYP. U.N.O.) DESCRIPTION OF BLD6. ELEMENT 3"xO.131" NAILS 3"xO.120" NAILS J015T TO 50LE PLATE (3) TOENAILS (3) TOENAIL5* SOLE PLATE TO J015T/BLK'6. (3) NAILS @ 4" o.c. (3) NAILS 0 4" o.c. STUD TO SOLE PLATE 2) TOENAILS (3) TOENAILS* TOP OR SOLE PLATE TO STUD 2) NAIL5 (3) NAILS RIM TO TOP PLATE TOENAILS @ 8" o.c. TOENAILS 0 6" O.G.* BLK'6. BTWN. JOISTS TO TOP PL. (3) TOENAILS (5) TOENAILS* DOUBLE STUD NAILS @ 24" o.c. NAILS @ 16" o.c. DOUBLE TOP PLATE NAILS a 24" o.G. NAILS @ 16" o.c. DOUBLE TOP PLATE LAP 5PLIGE q) NAIL5 IN LAPPED AREA (11) NAILS IN LAPPED AREA TOP PLATE LAP 0 GORNER5 4 INTER5EGTIN6 WALL5 (2) NAILS (2) NAILS * 2Y2"xO.113 15 AN AGGEPTABLE ALTERNATIVE TO A 3"xO.120", SAME 5PAGIN6 OR NUMBER OF NAIL5. (ONLY AGGEPTABLE WHERE * ARE SHOWN) THIS MODEL HAS BEEN DE516NED IN AGGORDANGE WITH THE 7th EDITION (2020) FLORIDA BU I LD I N6 GODE (5EGT1 ON 160q) LATERAL DE516N REQU I REMENT5 FOR THE FOLLOWIN6 WIND SPEED 4 EXPOSURE ONLY: 40 MPH - EXP. B WIND I MPORTANGE FACTOR 1.0 INTERNAL PRESSURE GOEFF I G I ENT = ENGLOSED, +/- 0.16 ANY WIND SPEED/EXPOSURE NOT LISTED HERE REQUIRES FORMAL EVALUATION $ APPROVAL FROM M+K STRUGTURAL EN61 NEERI N6. EXTERIOR 4 SHEAR WALL SHEATH I NG SPEC I f I GAT I ONB INDICATES LOCATION AND EXTENT OF SHEARWALL WHIGH REQUIRE5 5HEATHIN6 AND/ OR FASTENIN6 5PEGIFIGATION5 BEYOND THAT OF 5TNDRD CONSTRUCTION SYMBOL SHEAR PANEL 5PEG 15/32" PLYWOOD OR 05E3 FASTENED w/ PI 2y211x0.131" NAIL5 @ 6" o.c. ALON6 PANEL EDOE5 AND 12" o.c. IN THE PANEL FIELD. 15/32" PLYWOOD OR 05B FASTENED W P3 2Y2 itx0.131 NAIL5 @ 3 o.c. ALON6 PANEL ED6E5 AND 12" o.c. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALLS w/ 15/32" PLYWOOD OR 05B FASTENED w/ ZY2"xO.131" NAILS @ 6" O.G. AT ALL PANEL E06E5 AND @ 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL ED6E5 SHALL OCCUR OVER FRAMIN6 OR 2X BLOCKING SHALL BE PROVIDED TO SUPPORT PANEL E06E AND FA5TENIN6 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMIN6 @ 16"o.c. MAX. U.N.O. ON PLAN. 3. ALL 51­1EARWALLS SHALL HAVE DOUBLE TOP PLATES FASTENED T06ETHtR w/ 3Y2"xO.131" NAILS @ 16"o.c. USE (8) 3Y2"xO.131" NAILS @ EA. LAP SPLICE. (TYP. U.N.O.) 4. LATERAL ANALY515 ASSUMES ALL INTERIOR 5HEARWALLS AND EXTERIOR HALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENIN65. 5. SEE ARCHITECTURAL DRAWINGS FOR ADD'L WALL CONSTRUCTION REQUIREMENTS. 6. ALL EXTERIOR !^WALL5 ARE CONSIDERED 5HEARWALL5. -7. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMIN6 MEMBERS. 8. A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENINC25 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LON6 AS THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 ED6E NAILIN6 REQUIRED AND OCCUR 16" MINIMUM FROM THE ENDS OF THE 5HEARWALL. q. ALL 5HEATHIN6 PANELS TO MEET U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 WITH 33f6 SPAN RATIN6 (MAX.) 10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE ARCHITECTURAL PLANS, THE 5HEATHIN6 USED IN THE -FIRE RATED ASSEMBLIES SHALL BE NOMINAL L!Y32" THICK, APA RATED 5HEATHIN6 . 6-EXPOSURE 105B OR PLYWOOD PEI AGGORDANGE WITH THE UL DE516N5 SPECIFIED. Window 4 Door AlloNob e Wind Pre55ure5 140 MPH Wind Zone Ex o5ure B®° OPENING 51ZE INTERIOR ZONES END ZONE5(D 8' Garage Door +18.5 PSF/-20.q P5F +18.5 PSF/-20.q P5F 16Garage Door +11.1 P5F/-Iq.1 P5F +11.1 P5F/-Iq.1 PSF 10 SOFT. +21.2 P5F/-22.q PSF +21.4 PSF/-28.3 PSF 20 SOFT. +20.2 P5F/-22.0 P5F +20.2 PSF/-26.4 P5F 50 SOFT. +Iq.O P5F/-20.8 P5F +Iq.O PSF/-23.q P5F 100 SOFT. +18.0 P5F/-Iq.8 PSF +18.0 P5F/-22.0 PSF 500 SOFT. +15.8 P517/-11.6 P5F +15.8 P5F/-11.6 P5F (DEnd Zone 15 defined a5 the Smaller of 10% of least horiz. dim. or 40% of mean roof height. ®Pre55ure5 have been derived from 2020 FBG Table R301.2(2). 3Pre55ure5 charted here are allowable pre55ure5 and have been reduced per A5GE 1-16 section 2.4.1 from ultimate pre5sure5. Divide allowable pre55ure5 above by a factor of 0.6 for ult. pre55ure5. ROOF FRAMIN6 • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05B/PLYWOOD 5HEATHIN6 24I6, EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/6"x0.113" RING SHANK NAILS (R5R5-01 OR EQUIV) 0 6" O.G. AT PANEL EDGE5 4 @ 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END $ DRA6 TRUSSES w/ RIN6 SHANK NAILS @ 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALON6 PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM 6ABLE END. PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED ED6E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND GONTINUOU5LY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 5IMP50N VTGR CLIPS ® 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLESS OTHERWISE NOTED. • EREGT AND INSTALL ROOF TRU55E5 PER WTGA 4 TPI'S BG51 I GUIDE TO GOOD PRACTICE FOR HANDLIN6, IN5TALLIN6 $ BRAGIN6 OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"xO.131" NAILS @ 16" O.G. U1zL 11T CONNECTORS BEARIN6 CONDITION TRU55 CONNECTOR LENGTH < 15' 5IMP50N H2.5T SINGLE ROOF TRU55 BEARIN6 ON > 15' 5IMP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF GIRDER TRU55 BEARIN6 ON ALL 5IMP50N HT520 WOOD STUD WALUWOOD BEAM 51N6LE ROOF TRUSS OR PORCH ALL 5IMP50N HETAI6 BEAM BEARIN6 ON GMU WALL ROOF 6.T., FLUSH BEAM OR ALL (2) 5IMP50N HETAI6 FLUSH 63. BR6. ON GMU WALL ALL BEARIN6 POINTS OF EACH ROOF TRUSS SHALL BE CONNECTED WITH GONNEGTOR A5 L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DESIGN THE UPLIFT GONNEGTORS PER SECTION 2.2 OF AN5I/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTED WOOD TRUSS CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRUSS UPLIFT GONNEGTOR5 IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT GONNEGTOR5 AND LOADS PER THI5 DRAWING SHALL SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR 5PEGIFIGATION5 AND LOADS SHOWN ON THE SHOP GARD5. LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL EXTENT OF OVERFRAMIN6 *--.a - - ° ­ INDICATE5 WYA" SAW GUT GONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE (5EE NOTES) J L METAL HAN6ER INDICATES POST ABOVE. PROVIDE SOLID BLOGKIN6 UNDER P05T OR JAMB ABOVE. HOLOOWN / STRAP SCHEDULE SYMBOL 5PEG I F I GATI ON FASTEN BUILT-UP POSTS SUPPORTING ROOF 6.T. TO GMU WALL w/ (1) SIMP50N M5TGM40 STRAP w/ (12) Y4" 5T-1 DIA x V4" LONG TAPGON5 INTO GMU. DESIGN ACCOUNTS FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5. (USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.0) 6ENERAL STRUCTURAL NOTES • DE516N 15 BASED ON -Ith EDITION (2020) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON ND5, "NATIONAL DE516N SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DE516N LOADS: ROOF LIVE = 20 P5F DEAD = I P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 STAIRS 4 DEGK5) = 30 P5F @ SLEEPING AREAS = 50 P5F @ 6ARA6E 200 # POINT LOAD @ 6UARD5/HAN1-)RAIL5 = 50 P5F @ 6UARD IN -FILL COMPONENTS DEAD = 10 PSF (20 P5F TOTAL @ TILE) WIND ULTIMATE WIND SPEED 4 EXPOSURE AS LISTED R15K GATE60RY II 6ENERAL FRAMING • EXTERIOR WOOD STUD BEARIN6 WALL5 SHALL BE 2x 5PF#2 OR 5YP#2 0 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARIN6 WALL5 SHALL BE 2x 5PF OR 5YP 'STUD' 6RADE LUMBER @ 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x 'STUD' 6RADE MEMBERS SPACED @ 16" O.G. (MAX.). • ALL NON -BEARING INTERIOR STUD HALLS SHALL BE CONSTRUCTED WITH 2x '5TUD' 6RADE MEMBERS 5PAGED ® 24" O.G. (MAX.). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD $ (1)2x KIN6 STUD, MINIMUM. - THE NUMBER OF 5TUD5 5PEG I F I ED AT A SUPPORT I ND I GATE5 THE NUMBER OF JACK STUDS REQUIRED, U.N.O.. • ALL HEADERS, BEAM5 $ 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 $ HEADERS W/ 3-ROW5 OF 3'W.131" NAILS ® 12" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FAGE5 @ 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FACE NAIL BUILT UP 2x P05T5 W/ 3x0.131" NAILS @ 16" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FACES @ 3-PLY OR MORE GONDITION5. • REFER TO GONNEGTION 5PEGIFIGATION5 TABLE FOR ALL GONNECTION5 (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALL5 w/ 1/16" 05B FASTENED w/ 2Y2"x0.131" NAILS @ 6" O.G. @ ED6E5 4 12" O.G. @ CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL ED6E5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE 50LID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL P05TS GONTINUOU5 TO FOUNDATION/BEARIN6. • EN6I1NEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10A6 psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10A6 psi • FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OF 3"4.131" NAILS @ 8" OIG OR 2 ROW5Y4"x3Y2" SIMPSON 5D5 SCREWS (OR 3Y2" TRU55LOK 5GREW5) 0 16" OIG. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL56GREW5 2" FROM EDGE. SOLID 3Y2" OR 5Y4" BEAMS ARE AGGEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 $ 2x8 MEMBERS. • FOR 4 PLY BEAM5 OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OFY4"xb" 5IMP50N 5D5 5GREW5 (OR (b 3/4" TRU55LOK 5GREW5) @ 16" OIG. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR 61REATER. APPLY FA5TENIN6 AT BOTH FAGE5 (ONE 51DE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM ED6E. A SOLID l" BEAM 15 AGGEPTABLE. • ALL INTERIOR WALL STUDS IN GONTAGT w/ GMU WALL5 SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LON6 TAPGON5 0 24" O.G. FLOOR FRAMIN6 • I-J015T5/TRU55E5 SHALL BE OE516NEO BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD OEFLEGTION CRITERIA. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY I-JO15T /TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • I-JO15T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • FLOOR 5HEATHIN6 SHALL BE 23/52" GONFORMIN6 TO P52-04, 24" O.G., EXPOSURE I, TON6UE AND 6ROOVE ED6E5, FASTEN 5HEATHIN6 TO FRAMING MEMBERS W/ 6LUE AND 3x0.131" NAILS 6" O.G. AT PANEL E06E5 4 12" O.G. AT INTERMEDIATE SUPPORTS. TYPICAL STAIR GON5TRUGTION NOTES • (3) 51N6LE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR LANDING, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM w/ (1) 5IMP50N A55 CLIP AT EACH 5TRIN6ER. • FASTEN 2x6 P.T. PLATE TO CONCRETE SLAB w/ (3) 3/g" DIA. x 3 Y2" LONG TAPGON5. • FASTEN END 5TRIN6ER5 TO ADJACENT WALL5 w/ (2) 3"xO.131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE 3/4" FLOOR DEGKIN6 ON RISERS AND I" FLOOR DEGKIN6 ON TREADS. • SEE STAIR FRAMIN6 SECTION FOR MORE INFO. seal: ���%�JG -°N ��", 4 7/'y -.0 ; TATFor • ,� °Ire® ������ © copyrightiANERU X16,2 Structural Engineering, nc. acD z JLU w w z c Z z W J < Oa- a Z= .n a UJ =a ;. CI) CSz IJ W M y y W P m to C cv M&K project number: 068-200 1 1 project mgr: drawn by: issue date: JSB I DJR 01-13-2 REVISIONS: date: initial sheet: z Z•ft4 CIO Q_ ct 0 J LL. W z x a W 'Q W t� Lo V J J SM0.0 I• 1 0 a 2 5D- I 5 5D- "I. 12'-0" 161_8�� -------����i LANAISLAB: 3 1112" GONG. 5LAB ON 6RADE (2500 P51 N I MIN.) w/ 6x(b-W1.4xNI.4 LU MESH OR FIBER MIE5H D- I ON q5% GOMPAGTED I FILL OR VIR61N 501L. HVAG 2 I q 1 2 UNIT 5D-I I 3 1112" STEP 5D-I 5D-I I 5D-I 141-011 0-# 1 FRENGH DOOR I REGESS PER MANUFAGTURERS m I • N5TRUGTI ON _ i I NOTE: REFER TO BLOCK %n— PLAN FOR ALL DOWEL , 11 LOCATION DIMENSIONS. I� 12'-q 1/2" 1 7'-10 1/2" II'-4 1/2" I 1'-0" 6'-II 1/2" I � • I I-Ii2TEP t_ — — — — 3 )12 STEP J t— 4124"x24"x12" PLAIN I • L311xl6 THICKENED I N 5D-I I I GONG. FT6. 5LAB UNDER 10 4 BEARIN6 WALL 5D-I • TYP.) (TYP.) SD -I 4 I 1 • 6ARA6E 5LAB: I I ---- 3 Y2" GONG. SLAB ON 6RADE 3 /2" STEP — —---------------' (2500 PSI MIN.) w/ 6x6-W1.4xW1.4 I MESH OR FIBER MESH OVER 6 e 6-2 5/4" I 13'-1 1/4" MIL. POLY ON q5% GOMPAGTED I I ' FILL OR VIR61N SOIL. I I 1 -r • I N I 5D-1 3 /2" STEP D- I .. • . �; 5D- I I I • 1 I 6 I 5D-I 5D)I- • • • • 21-811 16'-0"� 21_811 211-411 40'-0 5LA5 PLAN SCALE: 1/4"= I'-O" (22x34 SHEET) SCALE: 1/6'*'-0" (IIxI 1 SHEET) 2 SD -I 14'-0" 2 5D- 100 0 N d- LEGENP • ® INTERIOR BEARIN6 WALL • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • — — — LOCATION AND EXTENT OF 5HEARWALL • I:::::::::1 EXTENT OF OVERFRAMIN6 •-- —INDIGATE5 1/8"A" 5AW GUT CONTROL JOINT ElINDIGATE5 LOCATION OF REINEORGED GMU GORE (SEE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES & SCHEDULES %%%sea V/l 60 d _ 0 7 : C,- ® y IF ♦ s tl ♦ ° A r © copyright: MIJL1J dXu1L 2022 Structural Engineering, Inc. 0 CD Z w w Z c cD z w as J Z� F— A r Q tm o� W F--_ w N j mE Sa >. JZCD CD CP W co o"9 q m Ln W C N C: CAM G. M&K project number 068-2001 1 project mgr: .J S B drawn by: DJ R issue date: 0 `I - `I 3-2 2 REVISIONS: date: initial sheet: Cz Z 0 a O J i UJ 0 � � a Ld u�i O Z) d U z LO< (1) W F— > J J Fm i ,o a 0 M =nf 51_211 . 41-1011 61-411 BLOCK PLAN SCALE: 1/4"=I'-O" (22x34 SHEET) SGA LE: I/6"=1'-0" (110 SHEET) on r- 1 A LEGEND • ® INTERIOR BEARING NALL • = _ = BEARING NALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARNALL EXTENT OF OVERFRAMIN6 •.--...... - --- INOIGATE5 1/5"xI" 5AN GUT CONTROL JOINT INDIGATE5 LOCATION OF REINEORGED GMU GORE El (SEE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. MA50NR`I' LINTEL DETA I L5 REINFORCEMENT MARK DE516NATION TOP BOTTOM 5HEAR REINFORCEMENT MB-I SF8-OBI0T ----- ----- MB-2 SF5-I5/OT ----- (1) #5 MB-3 BFIb-IB/IT (1) #5 (1) #5 MB-4 8RF14-IB ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T CO., AND LOTT'5 GONGRETE. Ni I. ALL LINTELS 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 REINFORCEMENT SHALL BE GRADE 60, fy=60 ksi 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOCATED DIREGTLY ABOVE THE OPENING BELOW MASONRY LINTEL A55EMBL I E5 5EE 5GHEDULE AND 5PEGIFICATION5 FOR ADD'L INFO rr--Ti III ItI+� MIN. (1) GOUIRSEWV I I +� MIN. (1) GdUR5E/BON0 LQJ I BEAM ABOVE LINTEL I L4J I BEAM ABOVE LINTEL GROUT GROUT BOTTOM REINF. Ad 14. q, 4,, PREGA5T LINTEL Pi/ PRECAST LINTEL w/ --t EMBEDDED REINF. EMBEDDED REINF. MB-1 MB-2 I+L— TOP GOURSE, IF TOP GOUR5E, IF I LQJ 1 L4J I I I REQ'D PER ARCH. u I I REQ'D PER ARCH. CONT- TOP REINF. OR GONT. REINF. BOND BEAM R BOND BEAM REINF. REINF. A5 REQD GROUT GROUT BOTTOM REINF. BOTTOM REINF. PRECAST LINTEL w/ I EMBEDDED REINF ECAST . PRLINTEL w/ #-- �-�-t EMBEDDED REINF. MB-3 MB-4 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES ff SCHEDULES seal .�•�S G F0 ,,N �,,� Y ® 0 77. XN 3. © capY,H2W" J'r ur E Inc. A I.J.. z JC= w w Z CD z o rn w ca.. J C Q Z= .a A c UJ _? -, m E a Jz >A �o LU Y "? 2 m y W L6 C N = CM C. Mr M&K project number: 068-2001 1 project mgr: J S B drawn by: D J R issue date: 01-1 3-2 2 REVISIONS: date: initial: sheet: 4 O LL LU O Z o. Ld ton 0 Q x U z to � Y > 0 Z 1111111-1111110 J J F111111111112 . 0 0 2N FLOOR SRAM I N6 PLAN SCALE: 1/4"=1'—O" (22x54 SHEET) SCALE: I/S"=1'-0" (I1x11 SHEET) LEGEND • ® INTERIOR BEARING NALL • _ _ _ = BEARING NALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARNALL r- .-.-.-1 EXTENT OF OVERFRAMIN6 •.a. r- -- INDICATE5 1/8"A" SAN GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. HOLnOAN / 5TRAP 5GHEI;)ULr ')YMBOL 5PEGIFIGATION FASTEN BUILT-UP POSTS SUPPORTING ROOF 63. TO GNU NALL w/ (1) 51MP50N M5TGM40 STRAP w/ (12) Y4" 5T-1 DIA x V4" LONG TAPGON5 INTO GMU. DESIGN ACCOUNTS FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5. (USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.O.) =1)6EIR FASTENED / (2) %I/4" DIA. x 5 y2n TAPGONS 0 16" o/.c. ROOF FRAM I N6 • SEE ROOF TRUSS UPLIFT GONNEGTOR SCHEDULE FOR ALL ROOF TRUSS GONNECTOR5. • ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05B/PLYWOOD SHEATHING 24/b EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 %)"xO.113" RING SHANK NAILS (R5R5-01 OR EGUIV) 0 6" O.G. AT PANEL EDGES 4 0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRAG TRUSSES w/ RING SHANK NAILS 0 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALONG PANEL ED6E5 AT FIRST 2 TRUSS BAYS FROM GABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGES. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES, SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRUSS ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 51 MP50N VTGR GL I P5 0 24" O.G. • ALL METAL HANGERS SHALL BE 5PEGIFIE1? BY THE TRU55 MANUFACTURER, UNLE55 OTHERNISE NOTED. • ERECT AND INSTALL ROOF TRUSSES PER NTGA � TPI'5 BG51 I GUIDE TO 600D PRAGTIGE FOR HANDLING, INSTALLING $ BRAGIN6 OF METAL PLATE GONNEGTED HOOD TRUSSES." • ROOF TRUSS SHOP DN65. SHALL BE SUBMITTED TO ARCH i EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. • SUPPORT PORCH 8 SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"xO.131" NAILS 0 16" O.G. UPL I r-T GONNEGTOR5 BEARING CONDITION TRU55 CONNECTOR LENGTH < 15' 51MP50N H25T SINGLE ROOF TRUSS BEARING ON > 15' 51MP50N HIOA WOOD STUD NALL/WOOD BEAM ROOF GIRDER TRU55 BEARING ON ALL SIMPSON HT520 HOOD STUD NALLMOOD BEAM SINGLE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARIN6 ON GNU NALL ROOF 6.T., FLUSH BEAM OR ALL (2) 51MP50N HETAI6 FLUSH G.T. BR6. ON GNU NALL ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE GONNEGTED WITH GONNEGTOR AS LISTED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF REGORD TO DE516N THE UPLIFT GONNEGTOR5 PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N 5TANDARD5 FOR METAL PLATE GONNEGTED WOOD TRUSS CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRUSS UPLIFT CONNECTORS IN ACCORDANCE KITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT GONNEGTOR5 AND LOADS PER THIS DRANIN6 SHALL SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT GONNEGTOR 5PEGIFIGATION5 AND LOADS 5HONN ON THE SHOP CARDS. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES I$ SCHEDULES G. Fr seal: N0 e,:" 6- TE OF © coPYrigh AVM1E'M" &422 Structural Engineering, Inc a C-D Z W w Z c i a w J ` Cl) Q Z= Q� F— . . pC W c J m A a Q. o z W M 0 co 0 o ttoo m y W C N cc CM O. 7 M&K project number: 068-200 1 1 project mgr: J S B drawn by: DJ R issue date: 01- `j 8-2 2 REVISIONS: date: initial: z o_4 (D Z UL4 a 0 0 a z IN sheet: J W Q O :2 Ld 0 z Q LO F_ 0 J Q a 0 J UL U) CD Z a U) U) J z J Sm 1.2 1' I ..IIIIDI P 1 .I... 1!,..A: 31L II.16 'i:9IIII. 11J1 6 W .1.4 1I. :,., � - - -- 1- I - i T_ --_F-i LEGEND • ® INTERIOR BEARING WALL • - - - BEARI NC6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL I: :I EXTENT OF OVERFRAMIN6 9 .,.- - —INDICATES I/8" A" SAW GUT CONTROL JOINT �\ --------- �-,( L u L_ ROOD R*M 1 NO PLAN SCALE: 1/4"=l'-O" (22x34 SHEET) SCALE: I/8"=1'—O" (IlxI 1 SHEET) INDICATES LOCATION OF REINFORCED GMU GORE IF] (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE SOLID BLOGKIN6 UNDER P05T OR JAMB ABOVE. ROOF FRAM I NO • SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 GONNEGTOR5. • ROOF 5HEATHIN6 SHALL BE -7/16" MIN. 05B/PLYWOOD 5HEATHIN6 24/b, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/e"xO.113" RIN6 SHANK NAILS (R5R5-01 OR EQUIV.) ® 6" O.G. AT PANEL E06E5 ® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRA6 TRUSSES w/ RIN6 SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALONG PANEL E06E5 AT FIRST 2 TRUSS BAYS FROM 6ABLE END. PROVIDE "H" STYLE GLIP5 ALON6 UNSUPPORTED ED6E5. • ROOF SHEATHING FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRUSS ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR CLIPS ® 24" O.G. • ALL METAL HANGERS SHALL BE 5PEGIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRUSSES PER WTGA � TPI'S BG51 I GUIDE TO 600D PRACTICE FOR HANDLIN6, IN5TALLIN6 4 BRAGIN6 OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRUSS SHOP DW65. SHALL BE SUBMITTED TO ARCH i EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LE06ER FASTENED TO FRAMIN6 w/(2) 3"xO.131" NAILS @ 16" O.G. UPL I f04T CONNECT OR5 BEARING CONDITION TRU55 CONNECTOR LENGTH < 15' 51MP50N H2.5T SIN6LE ROOF TRUSS BEARIN6 ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRUSS BEARING ON ALL 51MP50N HT520 WOOD STUD WALL/WOOD BEAM 51N6LE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARIN6 ON GMU WALL ROOF 6.T., FLUSH BEAM OR ALL (2) 51MPSON HETAI6 FLUSH 6.T. BR6. ON GMU WALL ALL BEARING POINTS OF EACH ROOF TRUSS SHALL BE CONNECTED WITH CONNECTOR AS LISTED ABOVE. IT IS THE RESPONSIBILITY OF THE EN61NEER OF RECORD TO DESI6N THE UPLIFT GONNEGTOR5 PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DESIGN STANDARDS FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION". MW HAS EN61NEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWIN6 SHALL SUPERSEDE THE TRUSS MANUFACTURER'S UPLIFT CONNECTOR 5PEGIEIGATION5 AND LOAD5 SHOWN ON THE SHOP CARDS. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES ff SGHEDULES ®fie••'- - "'•Pa. seal ��`®°� 5 G. r OF copyright : II�L ry Wall. CD z JCr_ w w z o � rn z w cl- JLZ Q Zm � F- U � d- w >> a >♦ .j a z CD W Y ' � o y m` L6 C N �i. C•7 O. M&K project number: 068-2001 1 project mgr: �.J S B drawn by: DJ R issue date: 01..13-2 2 REVISIONS: date: initial: z o� LLI 0 0 sheet: Ln F- 0 .J Q 0 J LL W z x a W W J d U d z J Sm 1.3 16"x8" THICKER E06E H/ (2) #5 GONT. THICKENED EDGE @ 6ARACGE DOOR DETAIL 8" GMU BLOCK 8" WIDE GONT. GONG. CURB (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL GARAGE SLAB MIN. 30" 6ROUT CELL } (SEE PLAN) SOLID -6RADE _ ( 0 eIII-III-III-1 1- -ICI—ICI-c� I —ICI ICI —ICI —ICI —ICI— d° I- =1 m III I I = I-111_ U #5 DOWEL W/ 6" HOOK AT ALL VERT. NALL REINF. 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ON CHAIRS DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR OUT5WIN6 4 56D POURED 51LL5 PETAIL SCALE: NT5 seal: ®, t" ® . ® NO 7 2 .�® ATE OF IAN 8" GMU BLOCK R4.1 PI -FOIL OR EQUAL YZ 6YP. BD. EA. 51DE © copyright : MULHrRff & 1Lf�® � Structural Engineering, Inc. OVER %" FURR STRIPS OF 2x4'5 o 16" O.G. -PER BUILDER (1) #5 VERT. FROM FT6. TO 2" J-BOLTS 6" FROM EA. oCD BOND BEAM. LAP w/ HOUSE SLAB END OF WALL AND z FOUNDATION DOWEL MIN. (SEE PLAN) SPACE 32" O.G. J W 30" GROUT CELL SOLID z 2" W' MIN. EMBED) o STUD PLATE TIES PER — rn z _ a } PT BOT. PLAN ®STUD TOP z a d PLT. BOT. w a. 0 GRADE ° I I 1=III—III—III t ° e. J _ _ I1=1I1=1I1=1I I=11 ° ° a a LATIO/PORGH/LANAI SLABE°1=1 I I=1 I I —I f- E PLAN) d ° t— I I Ml I ° (� C" =III— #5 DOWEL H/ 6" HOOK AT GRADE — — 1 ALL VERT. WALL REINF. III—III=1 I I I I (SEE PLANS FOR LOCATION) =1 I I=1 I I=1 I III-1 I I-1 I I—III-1 I=1 I I III III III � _ _ _ — — � (2) #5'S GONT. W/ � E GLEAN COMPACTED 11= — I I I I— _I_I 8" 8" a > . _I I I_I I I_ I I I I I I 1 1 I 1 I I I 111-1 11= I' - 3 MIN. GUAR _ a FILL ® q5% WI TH MONOLITHIC FOUNDATION 8"x8" THICKENED =1 I I, ,I I-1 I M I 1=111=1 I 1 F- N o STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS SLAB W/ (U #5 GONT. I I-1 _ W Y °D o� 2- co STORY: I'-4" WIDE y m` #5 BARS UPLIFT CONNECTORS SUCH AS STUD PLATE TIE5 HURRICANE GLIP5 AND au N 1-5TORY: 1'-0 WIDE ANCHOR BOLTS ARE NOT REQUIRED ON HALLS NOT 5UBJEGT TO A CIO M H/ (2) #5 BARS GALGULATED NET UPLIFT FORGE. WALL NHIGH REQUIRE SUCH HARDWARE WILL BE SPEGIFIGALLY NOTED ON PLAN. SZ��lG S�GT1 ON W/ �LOGK DET I L TH I CK N DGE 1� T IL G, RAGE 5TEP DOM DETAIL -SSCALE: NT5 4 SCALE: NT5 LM&Kect number: 068-2001 1 project mgr: JSB drawn by: 8" GMU BLOCK 8 GMU BLOCK R4.1 FI-FOIL OR EQUAL 8" GMU BLOGK R4.1 FI-FOIL OR EQUAL issue date: 0 1 .. 1 3-22 R4.1 FI-FOIL OR EQUAL (1) #5 VERT. FROM FT6. TO 3 BEYOND OVER %" FURR STRIPS OVER %" FURR STRIPS OVER UI FURR STRIPS BOND BEAM. LAP w/ -PER BUILDER -PER BUILDER EXTERIOR DOOR -PER BUILDER FOUNDATION DOWEL MIN. (1) #5 VERT. FROM FT6. TO REVISIONS: MTL. THRESHOLD HOUSE SLAB 30" GROUT GELL 50LID HOUSE SLAB BOND BEAM. LAP w/ HOUSE SLAB (SEE PLAN) PORGH/PATIo/LANAI (SEE PLAN) FOUNDATION DOWEL MIN. (SEE PLAN) date: initial: SET IN 5EALANT SLAB OR PAVERS 30" 6ROUT CELL 50LID PAVERS (5EE PLAN) (SEE PLANS) Z ° d ° .. .. X° ° z _ _ _ _ II1=1I1=1I1=1I1—II' - g I-1II-1II-1I1=1I1= � O _ _ III-III-III-1I1=11 — a _ BADE _ I —1 III —I ° a a I I —III —III —III III ° III—III-1 I I I _ _ III —I I - _� EXP JOINT v — 1= m d I I 1=1 I Fd I I- — I I 1=1 I d° 1=1 11=1 I I I z_ I I 1=1 I 1=1 11- I —I III 11=1 I I=1 11- I —I I e III —I III — —1I— PVC, CHASE SLEEVE TO BE �. 1) #5 DOWEL H/ 6" HOOK AT Mi I I=1 I I III=III=1 H A' -11— III-1 I I —_ _ _ _ a R o III I I III = I ,I _ I I1=1I1- ALL VERT. HALL REINF. o 11=1I1=1I I =—I I1=11 T 1GE THE DIAMETER .,� TE F III —III —III I I I—,_ I I I 1=1 11=1 11=1 I I 11= -' ' I I III I I 1=1 I I-1 I I I —III PROTEGTE° PIPE c� -1 I I 1 I=1111 �11 I MONOLITHIC (5EE PLANS FOR LOCATION) =1 � III III —III ,. I I I-1 I I I I I —III —III- GLEAN COMPACTED —I I �— FOUNDATION H/ (2) #5 GLEAN COMPACTED I—III-1 I I— GLEAN GOMPAGTED III=1 I I-1 I i GONT. ON CHAIRS FILL ® q5% MONOLITHIC FOUNDATION FILL @ q5`� MONOLITHIC FOUNDATION Cz FILL ® q5% STANDARD HI TH STANDARD DENSITY Nl TH W/ (2) #5 GONT. ON STANDARD DENSITY NI TH W/ (2) #5 CONT. ON CHAIRS DENSITY AND TERMITE I CHAIRS TREATED 2-STORY: 1'-4" WIDE 2-5TORY: 1'-4" HIDE 2-5TORY: 1'-4" HIDE �. w/ (2) #5 BARS w/ (2) #5 BARS w/ (2) #5 BARS I -STORY: 1'-0" HIDE 1-5TORY: 1'-0" HIDE I -STORY: 1'-0" HIDE H/ (2) #5 BARS H/ (2) #5 BARS H/ (2) #5 BARS 6 ENTRY DOOR DET IL EXTERIOR HALL ® PORCH/FATIO/LANAI DETAIL 8 GH SE D T�rIL SCALE: NTS SCALE: NT5 SCALE: NT5 'Q Q Y2"(Pxb" LONG PRESSURE 51MP50N TITEN HD TREATED BOTTOM 5GREH5 ® 4'-0" O.G. PLATE AND 12" MAX FROM END OF HALL .° d 11 ° II I—III—III=1 I I —III— e d ° � a =1 I I—III—III=1 I I=1 I ': �—III III III —III I _— — ► _ _—_ — —III—III—III—III III—III_III—III III—III—III—III-� III —I I I—II1=1 I—III—III—III-1 I I—III=1 1 �—III-1 I I —III III III-1 I I —III III-1 I I- -i i 1-11 _III-1 I hI 11=1 I i—� 1'-4" UPLIFT GONNEGTOR5 5UGH A5 STUD PLATE TIES, HURRICANE GLIP5, AND ANCHOR BOLTS ARE NOT REQUIRED ON HALLS NOT SUBJECT TO A GALGULATED NET UPLIFT FORGE. HALL HHIGH REQUIRE SUCH HARDWARE HILL BE 5PEGIFIGALLY NOTED ON PLAN. 10 I NT..1ARI NG IIALL POOTI NG DETAIL _ SCALE: NTs a J O J �. W co W 0Q z a Z 02W O UJ 0 0 > J z LL J sneer SDm I P PROVIDE 50LID SHIM BETW'N TRUSS & CONNECTOR IF TRU55 LOCATED LE55 THAN I YY FROM GONNECTOR, WHERE TRU55 15 6REATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 2 %"xO.113" RIN6 SHANK NAILS ® 6" O.G. 2x6 FASCIA -5EE ARCH REINF. MA50NRY LINTEL/ BEAM - - SEE PLAN FOR SPECIFICATIONS. 3 S�GTION EXTERIOR WALL 5HV6. TO RUN CONTINUOUS FULL HEIGHT OF WALL FROM BOTTOM OF RIBBON TO TOP OF DOUBLE TOP PLATE 2 Y2"x0.131" @ 3" O.G. INTO SOLE PLATE 2x GONT. RIBBON (TOP � BOTTOM) FASTEN TO EA. TRUSS VERTICAL w/ (2) 3 Y4"xO.131" NAILS 2 Y2"x0.131" © 3" O.G. INTO BOTTOM GONT. RIBBON PROVIDE 51MP50N HETAI6 EMBEDDED STRAP ® EACH TRU55 (@ Iq.2" O.G. MAX.) FASTENED TO END TRU55 VERTICAL OR TO BLOGKIN&/RIBBON VERT WALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. GMU WALL -5EE PLAN FOR VERT. 4 HORZ. REINF. SPECS S�GTION VALLEY SET OVERFRAMIN& FASTEN EACH OVERFR TRUSS TO TRU55 BELOI WITH (1) 51MP50N VTGR ® 24" O.G. -5EE 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 SOLID SHIM BETW'N TRU55 4 CONNECTOR IF TRUSS LOCATED LE55 THAN I /" FROM CONNECTOR. WHERE TRUSS 15 6REATER THAN I Y2" FROM CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL 0. 2x EXTERIOR WALL -5EE PLAN FOR 5HEATHIN6 AND CONNECTION 5PEG5. FASTEN 50LE PLATE TO GONT. RIBBON w/ 3"x0.131" NAILS @ 6" O.G. t 5HEATHIN6 TO GONT. RIBBON w/ 2 Y2"xO.131" NAILS ® 6" O.G. FLOOR TRUSSES -PER PLAN 8" GMU BOND BEAM W/ (1) #5 GONT. 71 F I CAL OVERT RAM I NG CONNECTION DETAIL 5GALE: N.T.S. dN ROOF 5HEATHIN6 IN ROOF TRU555 FASTEN DEL 50LE PLATE OF 2x WALL TO BOND BM. w/Y2" DIA. ANCHOR BOLTS @ 32" O.G. WITH T (MIN.) EMBEDMENT. FASTEN EXTERIOR 5HEATHIN6 - TO 2x SILL PLATE w/ 2v2"xO.131" NAILS @ 3" O.G. 8" GMU BOND BEAM w/ (1) #5 BARS GONT. 8" REINF. GNU WALL - -SEE PLAN FOR VERT. HORZ. REINF. 5PEG5 FT S�GTION I S SCALE: 3/4"=1'-0" 2x EXTERIOR WALL -5EE PLAN FOR 5HEATHIN6 AND CONNECTION SPECS. EXTERIOR WALL 5HT'&. TO RUN-, CONTINUOUS FULL HEIGHT OF WALL FROM BOTTOM OF LADDER TRU55 TO TOP OF DOUBLE TOP PLATE 2 Y2"xO.131" @ 3" O.G. INTO 5OLE- PLATE LADDER TRU55. FASTEN LADDER- TRU55 TO EA. BLK6 PANEL w/ (3)3 Y4"xO.131" NAILS MIN. 2 Y2"xO.131" ® 3" O.G. INTO LADDER TRU55 FASTEN LADDER TRU55 TO GMU- BOND BEAM w/ 51MP50N HETAI6 EMBEDDED STRAP ® 16" O.G. STRAP MAY BE INSTALLED ON INSIDE OR OUTSIDE FACE OF TRU55 VERT WALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. GMU WALL -5EE PLAN FOR VERT. $ HORZ. REINF. 5PEG5 S�GTION 38 SCALE: 3/4"=1'-0" 2x EXTERIOR WALL @ STAIRS OR 2-5TORY SPACE -5EE PLAN FOR 5HEATHIN6 AND CONNECTION 5PEG5. VERT WALL REINF. TO EXTEND INTO BOND BEAM FASTEN SOLE PLATE TO TOP CHORD OF LADDER TRU55 w/ 3"x0.131" NAILS © 6" O.G. FASTEN FLOOR FLOOR TRUSSES 5HT&. TO FIRST -PER PLAN TRU55 w/ 3"xO.131" NAILS ® 6" o.c. 2x4 (MIN.) 5PF #2 BLOGKINS A5 5HOWN AT 48" ox_ FACE NAILED TO TRU55 TOP 4 BOTTOM CHORD w/ (4) 3"x0.131" NAILS. 8" GMU BOND BEAM W/ (1) #5 GONT. ALL LAPS IN MA50NRY 25" RUNNING BAR #5 BENT CORNER BAR GROUTED CELL TYP. CORNER PERT. WALL RE I N�ORG I NG DETAIL SCALE: NTS FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 2 %"xO.113" RIN6 SHANK NAILS ® 6" O.G. j2x FASCI -5EE ARCH 2x 5HEAR WALL - SEE PLAN FOR SPECIFICATIONS. 2x4 ® 16"O.G. FA5TENE-P- TO GABLE END TRU55 w/ (20'xO.131" TOENAILS. GYPSUM BOARD q MAX PER ARCH FOR FIREPROOFIN6 &ABLE END VERTICAL WEB - REINFORGIN6 AS REGURIED BY TRU55 MANUF. FASTEN SHEATHING TO 2x4 2x4 BLOGKIN6 w/ BLOCKING w/ 2 %"x0.113" (3)3 Y4"x0.131" RING SHANK NAILS @ 4"O.G. TOENAILS EACH END x x x � 2'-0" MIN ROOF 5HT6 i (4) 3 Y4"x0.131" SHALL BE NAILS GONT. 24" MIN ONTO. ROOF A SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR 3 Y4"x0.131" TOENAILS ®12" *Z r CONNECTOR SPECIFICATIONS O.G. GONNEGTIN6 BOTTOM FASTEN ROOF TRUSS TO CHORD TO TOP PLATE DOUBLE TOP PLATE w/ /7 (3) 3 Y4"xO.131" TOENAILS FASTEN BOTTOM CHORD OF 2x4 BRACE w/2x4 T-BRACE, PROVIDE 2x4 BLOGKIN6 ® 48" GABLE END TRU55 TO TOP ISPACED @ 4'-0" O.G. MAX. O.G. IN FIRST (3) BAYS OF PLATE WITH 51MP50N A35 FASTEN 2x4 TO 'T' w/ 3 Y4"xO.131" ROOF TRU55E5-GUT TO FIT CLIPS ® 32" O.G. NAILS 12" O.G. TIGHT BETWEEN TRUSS BOTTOM (NOT REG'D AT TRU55 HE16HT5 CHORDS AND NOTCH AROUND FASTEN BOTTOM OF 2x4 4'-1" OR SHORTER) 51LL PLATE BRACE TO DBL. TOP LFASTEN DRYWALL TO SGTION PLATE w/ (I) 51MP50N H2.5T BLOGKIN& w/5GREW5 8 (2)3Y4"xO.131" TOENAILS �/_ S GTIDN /NAILS ® 6" O.G. SCALE: 3/4 -I -0 �J SCALE: 3/4"=1'-0" FASTEN TOP CHORD OF END TRU55 OR 2x4 NAILER THRU WALL 5HEATHIN6 TO EXT. WALL STUDS w/ 3"xO.131" NAILS @ 16" O.G. Fi-OOR TRUSSES -5EE PLAN 8" GMU BOND BEAM N/ (1) #5 GONT. - S�GTION FASTEN ROOF 5HEATHIN6 TO END TRU55 OR 2x4 NAILER w/ 2 Y2"xO.131" NAILS ® 6 o.c. FASTEN BOTTOM CHORD OF END TRU55 OR 2x4 NAILER TO LADDER TRU55 VERTICAL OR 2x RIBBON w/ 3"xO.131" NAILS ® I6" O.G. VERT WALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. GMU WALL -SEE PLAN FOR VERT. 4 HORZ. REINF. SPECS 5HEARWALL ABOVE FASTEN 5HEATHIN6 TO BLOGKIN& w/ 2 %"xO.113" NAILS @ 6" O.G. INSTALL 5HEATHIN6 PRIOR TO IN5TALLIN6 LOW ROOF TRUSSES LOW ROOF TRU55E5 -5EE PLAN PROVIDE ADO'L- VERTICAL IN TRUSS FOR BEARING 2x LE06ER -REFER TO "ROOF FRAMIN6 NOTES" 2x6 GONT. BLOGKIN6 FASTENED TO EA. STUD w/ (3) 3"x0.131" NAILS FASTEN 50LE PLATE TO FLUSH BEAM w/ 3"x0.131" NAILS ® 6" O.G. EXTEND EXTERIOR FLOOR TRUSS 5 5HEATHIN6 TO BOTTOM OF FLOOR SYSTEM (5EE PLAN) FLUSH BEAM OR FLOOR 61. (5EE PLAN) 106 S�GTION SCALE: 3/4"=1'-0" I fill seal: 82 No ® it o is TAT O r w,° di, 041 © : MULL U I� copyright Structural Engineering, Inc. oZ JLU w w Z CJ o rn Z Z Q w o. J L Q .n ac Z� aU i- V . �E W � Q, 1Z m E =OC a CD _Jz Vo W Y CP o w y m US LU O N CC CM M M&K project number 068-2001 1 project mgr: J S B drawn by: DJR issue date: 0 1 .. 1 3..2 2 REVISIONS: date: initial: LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN THIS HOME 4 SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REQUIRED ALL APPLICABLE AREAS. THESE )^MERE SPECIFICALLY INDICATED DETAILS ARE NOT "CUT" ON THE PLANS. ("CUT") ON THE PLANS. sheet: 'Q Q 0 J U) z rrIL v! W J lr< V Lo U) 0 Z J J SD-2 a 0 BOND -BEAM - �___--GONTIN. PREGA5T HEADER 8" CMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE GA5T-GRETE WINDOW SILL, WINDOW SILL, OR EQUIV. OR EQUIV. DOUBLE WINDOW MA50NRY F I ER DETAIL SCALE: NTS TRIPLE WINDOW SIM. NOTES: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). _ 2. PROVIDE 3/4" DIA. HOLE FOR. SEE TYP. FOUNDATION DOWEL, BLOW OR BRUSH GLEAN. DETAILS FOR ADDITIONAL 3. FOLLOW MANUF. INSTALLATION INFORMATION NOT SHOWN INSTRUCTIONS. HERE FUTURE 8" GNU BLOCK �/ j� #5 VERT. BAR TO BE 1 LOCATED PER PLAN DRILL 6" INTO EX15T'6 I IN GROUTED CELL SLAB, EPDXY 4 DRIVE I I #5 DOWEL, PROVIDE MIN. I = 30" LAP SPLICE I I I O \ I I I I .. , ° 4. . I � 1=III=1 � I=1 � I=1 6RADE I I1-1I I —III —III —I =1I1=II-111=III ° <� MI a ° II—III—III=1 —I , =111—III—III-1 I I < ° —I1=1 I I —I 11 e—III—III—III- III-1 11=1 1- �—III—II—III I=Ill —I I I 1- M 155ED DOWEL RETROFIT DETAIL SCALE: NTS 4x6 P.T. P05T DROPPED BEAMS PER PLAN SIM. ® CK STEM FOR DROPPED 6RADE PROVIDE (1) 51MP50N L5TAI8 STRAP ON EACH EXTERIOR FACE OF POST, W MIN END LEN6TH REAR WOOD LANAI T''F. BEAM TO POST CONN. SCALE: 3/4"=I'-O" 2x OR 1" 0513 DEGKIN6 — (TYP) RTROFJ DETA I L (2)2x8 FLUSH BEAM - (1) 51MP50N A35 CLIP ® EA. 5TRIN6ER SEE DETAIL I ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT 5HOWN HERE FASTEN EA. ROOF TRUSS TO GNU W/ 5IMP50N M5TMI6 TW15T STRAP. FASTEN STRAP TO GMU W/ (4) Y4" DIA. x 2 Y4" LON6 TITEN 5GREW5 PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EACH TRU55. PROVIDE 2x FLAT BLOCKING FIT TI6HT TO ROOF TRUSSES @ EVERY OTHER BAY FASTENED TO GNU Wl (3) Y4" DIA. x 3 Y2" LON6 TAPGON5. FASTEN BLOCKING TO ROOF TRUSSES W/ (2) 3 Y4"x0.131" NAILS @ EA. END. STAIRS :::XL�� BEYOND (3) 51N6LE PLY 2x12 SOUTHERN PINE #2 (OR BETTER) 5TRI N6ER5 (1) 51MP50N A35 ® EA. 5TRIN6ER 2x6 P.T. BOTTOM PLATE FASTENED TO CONCRETE Wl (3) Wc," DIA. x 3Y4" LONG TITEN 2 5GREW5 2x8 LANDIN6 J015T @ 16" O.G. FASTEN EVERY OTHER TRUSS (W/ WEB BLOCKING AS REQ'D) TO 2x BLOGKIN6 W/ (1) SIMPSON A35 CLIP — R TD1TAIL SC (3)',_Od TOENAILS c EA. J015T 2xv LED6ER FASTENED TO GMU W/ (2) Y4" DIA. x 3Y4" LONG TITEN 2 5GREW5 GMU WALL 01�Ti /4n=I'-On SEE DETAIL 31 ON 5TRUGTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT SHOWN HERE PROVIDE SOLID BLOCKING A5 REQ'D FOR STRAP FA5TENING FULL DEPTH BLOGKIN6 (Va" 05B (MIN), 13/4" LVL OR TRUSS FLOOR TRUSSES BLOCKING PER MANUF) ® 48" -PER PLAN O.G. FASTENED TO 2x BLOGKIN6 W/ (1) 51MP50N A35 CLIP—, FASTEN EVERY OTHER TRU55 TO GMU W/ 51MP50N MT5MI6 TN15T STRAP. FASTEN STRAP TO GNU W/ (4)Y4" DIA. x 2 Y4" LON6 TITEN 5GREW5 2x6 FLAT BLOGKIN6 (BETWEEN TRUSSES - 16" MIN. LENGTH) FASTENED DOWN TO GMU W/ (3) Y4" DIA. x 3 Y2" LON6 TAPGON5 @ EA BAY. FASTEN RIBBONL, THRU WALL 5HT6., TO 2x BLOCKING W/ %WxO.I31" NAILS ® 3" o.c. FLOOR TRUSSES - SEE PLAN FLOOR G.T. - PROVIDE VERTICALS OR SOLID BLOCKING EA. 5TRIN6ER LOCATION (1) 51MP50N A35 CLIP EA. STRINGER 2x OR I" 05B DEGKIN6 (TYP) (2)2x8 FLUSH BEAM SEE DETAIL 38 ON STRUCTURAL PLANS FOR ADDITIONAL GONNEGTION INFO NOT 5HOWN HERE X FLOOR TRUSSES n \ -PER PLAN 9 r FASTEN BLOGKIN6 TO GMU W/ 51MP50N MT5MI6 TW15T STRAP. FASTEN STRAP TO GNU W/ (4)Y4" DIA. x 2Y4" LONG TITEN 5GREW5 2x6 FLAT BLOGKIN6 TO EA. 51DE OF ju 05B BLOGKIN6 (16" MIN. LEN6TH) FASTENED DOWN TO GMU W/ (3))'4" DIA. x 3 Y2" LONG TAPGON5. FASTEN LADDER TRU55, TO 2x BLOGKIN6 W/ 3"x0.131" nF TOENAILS @ 3" o.c. F 1 T D1TA I L ®R�LITII� I'-0" (3) 51N6LE PLY 2x12 SOUTHERN PINE #2 (OR BETTER) 5TRIN6ER5 (1) 51MP50N A35 CLIP ® EA. 5TRIN6ER 2x4 BLOGKIN6 BETWEEN 5TRINGER5 FASTENED TO BEAM BELOW W/ (3)I0d NAILS 2x8 LANDIN6 J015T ® 16" O.G. (3)IOd TOENAILS EA. J015T 2x8 LEDGER FASTENED TO GMU Wl (2) Y4" DIA. x 3Y4" LONG TITEN 2 5GREW5 16" O.G. GNU WALL LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME $ SHALL BE IMPLEMENTED IN SPEG I E I C AND ARE ONLY REGU I RED ALL APPL I GABLE AREAS. THESE WHERE 5PEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. $[in..- .r 11, 6 seal !�``c�a� �� r� { ,��.,' No . . AT OF e �' v © copyright: MULHERN & KULP JAN 18 20 structural Engineering, Inc. �z Z _J w w Z c � Z rn w aQ. J W N Q �_ Z .n Q8 t— U_ . 4 C UJrr E 03 c� =a > Jz Q. W Mo Y o y M L6 W C N cc C'M M IV M&K project number: 068-2001 1 project mgr: J S B drawn by: DJ R issue date: 0 `j -1 3-2 2 REVISIONS: date: initial: I■ 1 W J J o LL UJ co W � o z 0 2 � W � UJ OJ z Lo ~ >, Z sheet: SDpm3 0 ti d. 0 e PERMANENT ROOF TRU55 BRAGIN6 NOTES: (51N61 E FAMILY HOME OR TONNHOU5E CONSTRUCTION, WITH ROOF TRU55E5 SPACED NO MORE THAN 24" O.G) I. WOOD TRUSSES SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENT SAFETY INFORMATION (BG51) "GUIDE TO 600D PRACTICE FOR HANDLING, IN5TALLIN6, RE5TRAININ6 4 BRAGIN6 OF METAL PLATE GONNEGTED WOOD TRUSSES," (2008 EDITION). 2. TOP CHORD BRAGIN6: TOP CHORDS SHALL BE BRACED BY DIREGT-APPLIED PLYWOOD/0513 SHEATHIN6. • IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLINS FASTENED TOP CHORD, CONTACT M4K FOR BRAGIN6 DE516N. 3. BOTTOM CHORD BRAGIN6: a. THE BOTTOM CHORDS SHALL BE BRACED BY DIREGT-APPLIED 6.W.B. GEILIN6 4. WEB MEMBER BRAGIN6: THE TRU55 MANUFACTURER SHALL INDICATE THE TPU55 MEMBERS (WEBS, VERTIGALS) THAT REQUIRE LATERAL BRAGIN6/RE5TRAINT. a. 'T' OR 'L' BRACE: WHERE BRAGIN6 15 REQUIRED AS INDICATED ON SHOP DRANIN6, UTILIZE 'T' OR V BRACES (REFERENCE BG51-53 FI6URE5 133-18 4 133-lq). SHOP. APPLIED REINFORCEMENT PER BG51-133 F16URE5 53-22 $ BG-23 15 ACCEPTABLE. • 'T' 4 V REINFORGIN6 MATERIAL SHALL MATCH THE 51ZE OF THE NEB/VERTIGAL MEMBER. • V 4 'T' REINFORGIN6 TO BE A MINIMUM OF q0% OF THE LEN6TH OF THE NEB/VERTICAL MEMBER. • FASTEN 'L' OR 'T' REINFORGIN6 TO NEB/VERTIGAL N/ Ibd GUN NAIL5 (0.13lx3 l/2") AT 6" O.G. b. CONTINUOUS LATERAL BRAGIN6 ALTERNATE: WHEN THREE (3) OR MORE 51MILARLY GONFI6URED ROOF TRUSSES AL16N, CONTINUOUS RON5 OF LATERAL BRAGIN6 MAY BE USED IN LIEU OF THE ABOVE -NOTED V OR 'T' BRAGE5. • CONTINUOUS RON5 OF LATERAL BRAGIN6 SHALL GON515T OF MINIMUM 2x4. RON5 SHALL BE LAP SPLICED ONE TRU55 BEYOND IN EACH DIRECTION. SECURE BRACE TO EACH TRU55 COMPRESSION NEB W (2) Ibd 6UN NAILS (0.131x3 1/2"). • CONTINUOUS LATERAL BRAGIN6 SHALL BE RESTRAINED BY DIA60NAL BRAGIN6 (MIN. 2" THICK NOMINAL LUMBER 4 MINIMUM SIFF 'STUD' 6RADE MATERIAL). THIS BRAGIN6 15 TO BE CONTINUOUS. PROVIDE ONE RON OF DIA60NAL BRAGIN6 AT VERTICAL NEB MEMBERS OF TRU55E5 CLOSEST TO EACH GABLE END HALL 4 ADDITIONAL DIA60NAL5 AT 20'-0" A5 REQUIRED. DIAGONAL BRACE NAILED TO OPP051TE PROVIDE (2) 16d NAILS o SIDE OF WEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) �� DIRECT -APPLIED PLYWOOD/055 A -1 ROOF 5HEATHIN6 GONTIN. LATERAL BRAGIN6 TO LAP ACROSS MIN. (1) TRU55 BAY AS 5HONN 2x 5TRON65AGK (NOT REOV FOR - STRUCTURE) DIREGT-APPLIED PLYHD/05B COMPRESSION HEB (5LOPIN6 OR VERTICAL) CONTINUOUS LATERAL BRACE ALTERNATE o (3) OR MORE _ ......................_............. _.........................._ ................. ADJACENT 51MILAR TRUSSES (SEE .................... INDIV. TRU55 SHOP DRANIN65 x FOR LOCATIONS) 2x 5TRON613AGK MAY BE INSTALLED FOR GONSTRUGTABILITY TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REQ'D FOR STRUCTURE) DIREGT-APPLIED 6NB GEILIN6 SECTION B-1-3 ALTERNATE M MOO M31E (3) OR MORE SIMILAR TRIYf;r-. ARE 6ROMW 0 0 DIREGT-APPLIED 6NB GEILIN6 - TYPICAL TRUSS ELEVATION WEB MEMBER REQUIRING BRAGIN6 A5 INDICATED BY TRU55 MANUFACTURER 2x 5TRON6BAGK5 MAY BE INSTALLED FOR GON5TRUGTABILITY TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REQ'D FOR STRUCTURE) V OR 'T' BRAGIN6 o NEB5 DE516NATED BY TRU55 MANUF. PERMANENT TRUSS 5RAG I NCG DETAILS 4 NOTES SCALE: NODE DIRECT APPLIED GEILIN6 J 2e COMPONENT ff GLADDIN6 PRESSURE ZONES Gomponent5 i$ Cladding Wind Pre55ure5 UP TO 140 MPH Wind Zone EXp: B, Risk Gat. II Endo5ed, 0.18 Int. Pre55ure Goeff. MEAN ROOF ZONE PRE55URE50 ZONE PRE55URE50 HT: 25 FT. (P5F) (P5F) ROOF (HIP) O +141 -26.6 0 +141 -36.8 200 TO 21' 2e +14A -36.8 O3 +14.q -36.8 OI +14.q -28.3 2r +14A -45.1 ROOF 2e +14.q -28.5 3e +14A -45.1 (6ABLE) 20° TO 21' 2n +14.q -45.1 O +14.q -53.6 0 +21.2 -22.q WALLS O +21.2 -28.3 NOTE: Pre55ure5 charted here are allowable pre55ure5 and are permitted to be converted per ASGE 1-16 Section 2.4.1 to get on equivalent ultimate load pre5Sure. Divide allowable pre55ure5 by a factor of 0.6 to obtain ultimate pre55ure5. Values are based on worst Gaye Scenario of 10 p5f (eff. area). Refer to notes on 5-0.0 for roof/wall nailing requirements. LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME 4 SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REQU I RED ALL APPLICABLE AREAS. THESE WHERE SPECIFICALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLAN5. ®0 r seal: ®3 G. FC9�" Z No z i ;cr, �T o ems'. ,•• ., � �O `` © copyright: MULHERN trKV Structural Engineering, Inc. 0 (D Z J� w w z c am z w aa.. J a) Q m Z= 0 H U A I �CZL W C 3:m J E s Jz Q. W �C) � 00 Y y M S W �h - N i� C. M C. 7 M&K project number: 068-2001 1 project mgr: ,J S B drawn by: DJ R issue date: 01 - 1 3-2 2 REVISIONS: date: initial: � J �J t� H w � W z � IL J (n LIJ K� 0 3: Z LO } m X p z J J sheet: PBSBml - 1- F --I 3D 3,xJ L DC. r A