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HomeMy WebLinkAbout36846 Precita Tera a ABBREVIATIONS AB ANCHOR BOLT MAS MASONRY A.F.F. ABOVE FINISH FLOOR MAT MATERIAL ADJ. ADJUSTABLE MAX MAXIMUM ALUM. ALUMINUM MC MEDICINE CABINET ANCH ANCHOR MECH MECHANICAL ANGLE MIN MINIMUM C� AT MIR MIRROR ML MICRO LAM BD. BOARD M.O. MASONRY OPENING BF BI-FOLD MTL METAL BLDG. BUILDING BM. BEAM N.I.C. NOT IN CONTRACT BLKG BLOCKING (NTS) NOT TO SCALE B.O. BOTTOM OF B.P. BI-PASS DOOR OBS OBSCURED BRG. BEARING O.C. ON CENTER BRK. BRICK OHGD OVERHEAD GARAGE DOOR OPER OPERATOR C.J. CONTROL JOINT OPNG OPENING q CENTER LINE OPT OPTIONAL CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD COL. COLUMN OZ OUNCE CONC. CONCRETE 1/11 ONE ROD COND. CONDITION 1/S ONE SHELF CONT. CONTINUOUS CANT. CANTILEVER PC PRECAST CLG. CEILING PDS PULL -DOWN STAIR CM CROWN MOLDING PKT POCKET DOOR CR CHAIR RAIL PNL PANEL PLYWD PLYWOOD D DRYER PREFAB PREFABRICATEL, d PENNY PR PAIR DBL. DOUBLE PROJ PROJECTED DIA. DIAMETER PSI POUNDS PER SQUARE INCH DIR. DIRECTION PSF POUNDS PRE SQUARE FOOT DN DOWN P.T. PRESSURE TREATED DR DOOR DW DISH WASHER QUAD QUADRUPLE DWG DRAWING D.S. DOWNSPOUT REF REFRIGERATOR DTL DETAIL REINF REINFORCED REQ'D REQUIRED EA. EACH RNG RANGE E.J. EXPANSION JOINT R.O. ROUGH OPENING ELEC. ELECTRICAL R RISER ELEV ELEVATION RND ROUND EQ. EQUAL R&S ROD AND SHELF EQUIP. EQUIPMENT EXP EXPANSION SC SOLID CORE EXT. EXTERIOR SCHEM SCHEMATIC EE EACH END SHLF SHELF SHT SHEET FD FLOOR DRAIN SHWR SHOWER FIN. FINISHED FLOOR SIM SIMILAR FND. FOUNDATION SH SINGLE HUNG FLR. FLOOR S.S. STAINLESS STEEL FP FIREPLACE STL STEEL FR FIRE RATED STRUCT STRUCTURAL FXD FIXED SUSP SUSPENSION FRM FRAME SGD SLIDING GLASS DOOR FTG FOOTING SQ SQUARE GA. GAUGE T TREAD GALV. GALVANIZED TB TOWEL BAR GC GENERAL CONTRACTOR T&G TONGUE AND GROOVE GEN GENERAL TEMP TEMPERED GYP. GYPSUM T.O. TOP OF GL GLUE LAM TR TOWEL ROD GLS GLASS TRPL TRIPLE TYP TYPICAL H HIGH HC HOLLOW CORE U.N.O. UNLESS NOTED OTHERWISE VERT VERTICAL HGT. HEIGHT V.L.I.F. VERIFY LOCATION IN FIELD HDR. HEADER HB HOSE BIBB W WASHER HORIZ. HORIZONTAL W/ WITH INSUL. INSULATION WC WATER CLOSET INT. INTERIOR WD WOOD wwM WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB Vn a Tj I an TM C c) rr) p a n ip- s 90 Matawan Road Matawan, NJ 07747 (732) 383-2200 DUPONT ASPIRE ELEVATION "B" 36846 PRECITAlTERRACE ZEPHYRHILLS, FL 33542 LOT 036 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 "B" 1 ST FLR A/C 11,830 SQ. FT. ENTRY 43 SQ. FT. GARAGE 410 SQ. FT. LANAI 120 SQ. FT. TOTAL UR F2403 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 D RAWING INDEX CS1 COVERSHEET & BUILDING DATA CS2 GENERAL NOTES A1.1 FIRST FLOOR PLAN A2.1 FRONT & REAR ELEVATIONS A2.2 SIDE ELEVATIONS A3.1 ROOF PLAN A5.1 BUILDING SECTIONS A5.2 TYPICAL WALL SECTIONS WP1 WATERPROOFING DETAILS E1.1 FIRST FLOOR ELECTRICAL PLAN P1.1 SLAB PENETRATION PLAN S-0.0 STRUCTURAL NOTES F-:1.0 SLAB PLAN F-2.0 BLOCK PLAN S-1.3 ROOF FRAMING PLAN SD­l FOUNDATION DETAILS SD-2 STRUCTURAL DETAILS PBSB-1 STRUCTURAL DETAILS 2-'� ALL WORK SHALL, COMPLY WITH F CODES FLORIDA SUILDIlF G CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRI jLLS ORDINANCES REVIEW DATE CITY OF ZEPHYRHiLL PLAN EXAMINER # �- � w w. i L1.1 w >oC<0 cnUww < U J F- � Y 0 F- z ,6 LL 0 0 zzzpz J (n Q z wo-=Ea U p 0 U Z)2zLLU) �F-QZp q) cz Q z O z z Lu .ING �' z r_ cc O cr w z Q Z a 0 cc m 0 � 0 O w } U c z z O ❑ i w rl U W oQ ❑ O lJD wA m MM w m X w 0 � m O U) z O z 0 M..I w m ,...� W Q a _ z w > J 13� on" cc %MIEN p06 a,U a) z z ra w cf) z 0 z z a a D m ❑ A U) U) z a J w m w 1: z ~ O z_ rc/) a 0 U cc U) w ❑ o� w O ir a m w ZLa a ❑ r o Q F- O�CZ aaaaa °0�® G • F O cn W cr w t > *o m w w Ir COMMUNITY:cn LINKS ATCALUSA w SPRINGS X PLAN # 6101 w RELEASED: 1/18/22 w m SHEET O z a GS 'I z a z O Y GENERAL CONSTRUCTION NOTES 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 NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT 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 R302.10.1 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. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. 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 R302.11, ITEM 4, FIREBLOCKING SHALL CONSIST OF THE FOLLOWING MATERIALS. 0 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. UA'7A0nf%1IC 1 ^f%ATlf%Kl0. 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. 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. ra.I 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. R310.1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES 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: 1. 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 RAD) 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 NOT LESS 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 I. 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 II. 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 (19 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). GUARDS 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. THE 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. GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF A SPHERE 43/8 INCHES (111 MM) IN DIAMETER. CONCRETE FLOORS: R506.2.3 VAPOR RETARDER A 6-MIL (0.006 INCH; 152 MM) POLYETHYLENE OR APPROVED VAPOR RETARDER WITH JOINTS LAPPED NOT LESS THAN 6 INCHES (152 MM) SHALL BE PLACED BETWEEN THE CONCRETE FLOOR SLAB AND THE BASE COURSE 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 MANUFACTURERS RECOMMENDATIONS. TABLE R702.4.2BACKER BOARD MATERIALS GLASS MAT GYPSUM BACKING PANEL (ASTM C1178) FIBER -REINFORCED GYPSUM PANELS (ASTM C1278) 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 C1281, 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/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR 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 LLJ :,: O = W U >- Q 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 W Z > 12� Q 10 AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE PERMEABLE MATERIALS AND AT W :D 0 ~ INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE. �UWW ( 3: R903.2.1 LOCATIONS Q W F- FLASHINGS SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, WHEREVER THERE IS A CHANGE IN = !r Q �- > J ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. WHERE FLASHING IS OF METAL, THE METAL a 07 W W 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. Y O O z z Lu R903.2.3 MEMBRANE FLASHINGS Z Q (Z Q Z ALL MEMBRANE FLASHING SHALL BE INSTALLED ACCORDING TO THE ROOF ASSEMBLY MANUFACTURER'S Ic LU a- _ PUBLISHED LITERATURE. R905.1.1.1 UNDERLAYMENT FOR ASPHALT, METAL, MINERAL SURFACED, SLATE AND SLATE -TYPE ROOF U) p O U = Z LL cn COVERINGS Q Z 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 II 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 If 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 FFI T OF A FULL SHEET PARALLEL TO AND STARTING AT THE EAVES, FASTENED SUFFICIENTLY IENTLY O 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, VOLT, 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 MANUFACTURER'S THE INSTALLATION OF CLAY AND CONCRETE TILE SHALL BE IN ACCORDANCEWITH THE INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, SIXTH EDITION WHERE THE VASD IS DETERMINED IN ACCORDANCE WITH SECTION R301.2.1.3 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. M1502.4.5 DRYER DUCT 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 EXHAUST 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 Ml502.4.5.1 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: cz a' O (� OC Ll Q on 0 F- 83 Q Q 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 Z FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY p REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL rL 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 U RESPONSIBLE. cn W INSPECTION NOTES: 0 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. U) Z FOUNDATION INSPECTION NOTES: A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE U p BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED }} FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. A®���®11 G EXTERIOR FINISHES:®�^^® S =� 1. CEMENT PLASTER FINISH OVER MASONRY SHALL BE 5/8" THICK TEXTURED PER COMMUNITY °®`^ STANDARDS. 24 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 (20�� ®° RESIDENTIAL, R703 AND ASTM C926. TEXTURE PER COMMUNITY ® Or. FLOOD ZONE REQUIREMENTS: 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 COMMUNITY: GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT, LINKS ATCALUSA 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND SPRINGS REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR PLAN # 6101 REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (762 mm) DEEP AND 30 INCHES (762 mm) WIDE RELEASED: 1/18/22 SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. SHEET 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 CS2 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. O z z z > O a 0 11 O O 00 Lo CV 00 T HB. Lo N 10'-0" 12'-0" 16'-8" ol 6" ill -Oil 6" STUCCO WRAPPED ---- ---- BEAM @T-8" p STUCCO WRAPPED p 2 a- : I 4X6 POSTS a _ A5.1 a.cp Q� I ac? Q� � @ LANAI � u 0 Q I 8'-8" CLG. I 0 M , - o m I MOISTURE RESISTANT I j m � O DRYWALL CEILING I T � I 8'-8" 9'-411 14'-811 , 6._0„ 01 3o`O� *35 SH 35 SH \`t1 (53"x63") EGRESS 3'-8" 0 2868 XFER 18'-6" �----', M GRILL 15'-2" � 2 � �RK�6 RETURN AIR GRILLE AHU ON OWNERS STAND SUITE GREAT = 30" AFF �� ROOM .-IN "' 8'-8" CLG. r� ' N 8'-8" CLG. •- N r ADD 7/16" OSB TO MECH ` MECH. CLOSET ' �M CEILING FOR FIRE IN SH M DRAFT STOP q 1�� 5-12 c) PTR .,.,; .,,: ._ ..._.....>. BRK . I 6`b 3-SIDED ACRYLIC c9 i I '�jN 2� SURROUND 2�_O o I I r� 31" 8'-8" '�"� �4'-11 ° '-3 36"x60" ACRYLIC SHWR PAN lo O. SUITE I� o 0 co p I BATHco N L _ 8'-8" CLG. 00 a0 ii co ' 00 , W w_ L �� r CSJ ¢ U ' 1668 N sd' 1c\1 C 2X4 LOW WALL 36" HT. FLAT cC I �TCHE 7 " ioBRK 0 DINING COUNTERTOP -- s'-s° ULG.AREA cy) R�0V WC CLG. 3'_528'-8" 6-80 OS WIC ,� 2-4�� 49_M8,� (n I 8 -8" CLG. ,I REF. I 1 i d v,10'_51 06 i oC REF. WATERLINE 11 I 1 1 R&S HI & LOW 1 i BEDROOM 4 M 06 Im 8'-8" CLG. CL. 12'-91" 2,_71" T BRK 5'-2—" 2 XFER �(9 s� r =iN GRILL M r :. BRK M " ..wllww ... .f..�..: :. 3-SIDED HALL �ocb ACRYLIC HALL SURROUND _ BATH 8'-8" CLG. Y TUB PER 8'-8" CLG. �� 3�_91�� °' m 5�_$111 COMMUNITY 9 -0 LAV 2 I SPECS 3' 1, - ;t °D - 00 t,; i i - N 'Ia R&S 1 MITO cm N----- CL. CL. T _ FOYER ���� a c'� _h. 8'-8" CLG. s�rim 3' 22,. 6'-8" 2'-4" XFER ze GRILL BEDROOM 3 o r 8'-8" CLG. O T' 12'-0" 8' 8" CLG. H E_AD_ER AT 7'-4" *25 SH (37"X63" EGRESS) p LNDRY '- w 8'-8" CLG Ni - _ m N DRYER �1 c�'�� B DROOM 2 U x Nv VENT 1 CL• 8'-8" CLG. WASHER ro � OX .,. ' SH r T— — - — — — — 6-81" ,��� a, 10'-2" 1 2'_51 m (M 0i 2 4 -62 XFER cow _� GRILL cv� T 2868 SC W/ N WH SELF CLOSER CV 18'-10" BOLLARD PER 1 22" X 54" 2 CAR i COMM SPECS 1 ATTIC ACCESS L--------- GARAGE 8'-8" CLG. 1/2" CEILING BOARD ABOVE - 1/2" WALL BOARD ON GARAGE SIDE PROVIDE INSULATION AS REQ'D _ 0 2" CONCRETE O CURB n1 �c----------------------------------- -----71 I � I 16070 GARAGE DR. 5'-0" 8'-4" 1'-0' 4'-4" 2'-0" I16'-0" 2'-0" 13'-4" 5'-4" 20'-0" 38'-811 i �I FIRST FLOOR PLAN H B. 11 LEGEND SYMBOLS A BUILDING/WALL SECTION SxI 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 BRACKET SPACED SOLID SURFACE 916 " O.C. FOR COUNTERTOP V'E' ANGS GREATER THAN 101, TOP PLATE 1' 2" 1vfkXo 2x4 STUD WALL SEE PLANS FOR WALL LAYOUT _ 1/2" GYP. [BASE CABINET AS BD. PER SHOP DWGJ N WD.BASE MOLDING FINISH FLOOR IS F OORI ). r SUBFLOOR TYPICAL DOOR PLACEMENT DIAGRAMS DOORS LOCATED WITHIN A LENGTH OF WALL A ARE TO BE CENTERED UNLESS DIMENSIONED OR NOTED OTHERWISE. DOORS LOCATED ADJACENT TO WALL OB INTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. , ,1. �� ,��ra°G E ® ®c L IY LLI J F- W LU Z 0 : O >oWCa0 c�UWw Q W_ F- _ F-> J Z) Ir IY IY YQI-Z ,6 LL O _O zzzP'z J Q J LLI _ _j=ZLLCC/) H Q z 0 CZ n H O � Q I— O Q O r� V Z �i r.�ll Im w a cq p INNEEN O 1-j I LL w w f-w MENEM (L (n t VI x N< 0.0 � LLM I- z O a D 01 0 a N w U) Z O_ d i Z a a< a s COMMUNITY: LINKS AT CAI USA SPRINGS PLAN # 61 Of RELEASED: 1/18/22 SHEET Al,1 SCALE: 1 /4"=1'-0" i. nii 1-4, IF aiI F7I i - -_ I I n WINDOW TRIM DETAIL SCALE: 3/4"=1'-0" a � GARAGE TRIM DETAIL SCALE: 3/4"=1'-0" "'l°° IAA\\ T V _1 r G RAISED STUCCO 01 WITH SAND FINISH 3 FOAM MEDALLION DETAIL SCALE: 3/4"=1'-0" 0 ROOF SHINGLES PER COMMUNITY SPECS 12 (TYP.) 5 F 12 5 nll *35 SH SCALE: 1 /411=1'-0 35 SH BLDG, HEIGHT ROOF SHINGLES PER COMMUNITY SPECS 1'-011 81-011 1'-0" (TYP.) 4" WIDE STUCCO 12 12 BAND (+1) 5 5 12 0 < 12 HEEL HIGHT - - - _ - '� 5 -� 5 ROOF SHINGLES PER - - COMMUNITY SPECS 4" WIDE STUCCO (TYP.) BAND (+1) PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY TEXTURE BODY COLOR FINISH ':�:$ .,:: •:: SAND TRIM COLOR FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO 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 Lij �OOF- >o ao WI— tAVWW aZw� _ � >MM J LL LL �e 0 H Z u-oo(Ij Z z Z ~ _Z J Q � J W p_ = Ir a _3cna0U Z2zu-U �I—a?E co coc Q o Z Q O O z O U O > W r••l iTi W O W w 25 Ct$ a, cn O z O M (L LL 0 to W 0 z Z O ai Wz a<1 < g� 72 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 1/18/22 SHEET A2. I 0 0 ROOF SHINGLES PER 12 COMMUNITY SPECS 5 (TYP.) 12 5 ao r FIN. FIRST FLR LEFT ELEVATION SCALE: 1 /4"=1'-0" ROOF SHINGLES PER 12 COMMUNITY SPECS � 5 (TYP.) RIGHT ELEVATION SCALE: 1 /4"=1'-0" 12 5 12 35 SH *28 SH 2'-0" 12 —===l 5 9 12 5 FIN. FIRST FLR PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH TRIM COLOR SAND FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO 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) Ir Lu ❑ JP-W LUZO� W W Z O >OCQO w❑I— c/UWw < UJ F-. J C/) W W ❑ Ir Ir Y 0 H z u-00C/) ZZQZ�'Z lY J Q J W IL = a U) p O U �2ZLLU) az❑ O N (� n o Q O Q O U) U Z o o to m o > � w 0 M-j w w w � A a U) U) I- z 0 [^ C] O_ R in w 0 U� Z O �. E O cs JAN 18 2022 COMMUNITY; LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 1/18/22 SHEET A202 a 0 ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 2403 SQ. FT. 1 153 SQ. IN. UPPER VENT 40% NET VENT MIN. 461 SQ. IN. UPPER VENT 50% NET VENT MAX. 577 SQ. IN. UPPER VENTS REQUIRED 48" TAMCO OFF -RIDGE VENT (138 SI NET FREE) 4 VENTS NET FREE AREA UPPER ROOF VENTING 5S2 SQ. IN. NET FREE AREA SOFFIT VENTING 601 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SQ. IN. / LF.1 92 LF. NOTE: LOCATE RIDGE VENTS 2'-0" OFF ALL HIPS RIDGES OR VALLEYS, MIN., TYP. R806.2:THE MINIMUM NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. UNDERLAYMENT APPLICATIONS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.1.1 FOR ASPHALT SHINGLES REFERENCE TO SECTION R905.2 FOR TILE ROOFING REFERENCE TO SECTION R905.3 ROOF PLAN SCALE: 1/4"=1'-0" ®�� -' • N's 7,p 24 E 0 :fi C ,�..��. it R ` �»• ®e4'� 0 ',' IY W cr � 0 >- >OC¢O U W o a _ J > IY IY Iz atSZOOW z W Q a 2 _ Z=zLLU) Z !] H QCZ occ",), ti ro Q Q 0 0 f� V 0 Z M� W M� 1'l 0 (I 0 0 o w w mmmw L� 1 z 0 CL al O_ I i W U Z O � 4 �Z aaaaa AN 18 2022 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 1/18/22 SHEET A3. I _ - _ _ i ii. i I ii t �.II"e iludllli dIlalic il:iurodl,-0 s-Lil9 41 Fr._le ..:Iti f - � Q PRE-ENG. ROOF TRU, FRAMING SHEET FOF IN T.O. WALL T.O. WINDOW FIN. FLR. FOOTING PER FOUNDATION PLAN BUILDING SECTION SCALE: 1 /4"=1'-0" BUILDING SECTION SCALE: 1/4"=1'-0" 2 A5.1 NALL ot IDOW 00 00 =LR. FOOTING PER FOUNDATION PLAN . W UJI �OOI—. } >oCQO W��F- U W 0 Q�wF- it It Y O I— Z u- 0 0 cn zzzF- z J Q J W a = �c/) 0W QZ� n N c n < 0 2 H 0 0 0 cu O Z ,.1 0 im F U) u j W 0 V! Low w A wI••� z 0 D A 0 EE U W Gt U) o �Z aaaaa' I AN 18 20 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 1/18/22 SHEET A5,1 i 12 SEE ROOF PLAN INSULATION PER - COMMUNITY SPEC. SEE ENERGY CALCS. 1/2" (MIN.) CLG. BD. - 1 x PT DRAPE BLKG - ABOVE WINDOWS 1/2" G.W.B. WINDOW PER PLAN GYP.BD. WINDOW SILL 1/2" GYP. BD. OVER RADIANT BARRIER INSULATION (R-4.1) ATTACHED TO 1x2 PT. FURRING @ 24" O.C. J �I 7TI all 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) 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 C.M.U. (REFER TO ELEV.) 2x6 ALUM WRAPPED FASCIA BD. w/ALUM DRIP EDGE SOFFIT INSTALLED PER MANUF. SPECS 2X PT BLOCKING SEE STRUCTURAL PLAN PRECAST WIN. SILL SLOPE GRADE AWAY FROM HOUSE 0'-0" FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. 1-STORY WALL @ WINDOW SCALE: 1/2" = 1'-O" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS PROVIDE 2X4 GYPSUM FRAMED BOARD a ENCLOSURE FOR 3 1/2" a ELECTRICAL w w PANEL, FINISH W/ _ GARAGE a ' GYPSUM BOARD ELECTRIC METER LOCATION - SEE PLANS. VERIFY = ' INSTALLATION IN c? !' io FIELD ELECTRICAL 0 PANEL STUCCO W j FINISH ..4 cV zo EXTERIOR o0 CMU BLOCK WALL NOTE: ELECTRICAL PANEL IS TO BE c\, INSTALLED ACCORDING CONCRETE TO ALL APPLICABLE CURB REFER LOCAL, STATE AND TO PLANS NATIONAL CODES. VERIFY PANEL �`�' DIMENSIONS PRIOR TO CY s "> n.� fir! O s CONSTRUCTION. GRADE GYPSUM — BOARD "' GYPSUM BOARD NICHE FOR ELECTRICP PANEL & WIRING ELECTRICI PANEL EXTERIOR- CMU BLOC WALL CONCRETE CURB REFS TO PLANS CONCRETE - SLAB ON GRADE AT GARAGE FLOOR ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER 12 R905.1.1.1 (SEE SHEET CS2) SEE ROOF PRE-ENGINEERED ROOF PLAN TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. TOP OF C.M.U. (REFER TO ELEV.) 2x6 ALUM WRAPPED FASCIA BD, WALUM DRIP EDGE 1/2" (MIN.) J ---- CLG. BD. SOFFIT INSTALLED PER (8' TYPE 'X' GYP. BD. MANUF. SPECS TO BE PROVIDED 2X PT BLOCKING WHEN LIVING SPACE IS ABOVE GARAGE) SEE STRUCTURAL PLAN 8" CMU BLOCK W/ CEMENTITIOUS FINISH (BEYOND) EXPANSION JOINT GARAGE SLAB, DRIVEWAY PER COMMUNITY SEE STRUCTOIL 01-01, URAL 4J�LOPE SPECS PLANS SLOPE FIN. FL. sl® `—FOUNDATION cr) PER STRUCTURAL DRAWINGS WALL SECTION @ GARAGE DOOR SCALE: 1/2" = 1'-O" ATTIC FLOOR REFER OR SECOND LIVING SPACE TO PLANS T.O. M z Q cc w d I I I I I I I I I I I I I I L J I I I I I I I I I I I I t I I I I I I I I I I I I I cV M cV zo L L -- :R it 1' III ir 77 ELECTRICAL PANEL NICHE AT CMU BLOCK WALL SCALE: 1/2" = 1'-O" 0 NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION W � } 2uj 3:0OF- LU >oWCa0 LU C) — UWw cn QOWF. _F->¢ 5�� Ir �LL0O0w LLua¢�a T � _ �tn0OU �2ZLL(n � I- < n O N Q o O Q L 0 0 Vr�� 0 j U) M� Z 0 0 U U Ww '-' w w acn momm f__o O (L O_ tZ U) w oa U O wZ aaaaa JAN 1 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 1/18/22 SHEET A592 rom 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) Z in T- "L" FLASHING SCALE: N.T.S. 'VOOD SHEATHING 0 MIN. GRADE D PAPER BACKED ATH OVER BARRICADE PLUS WRB DR APPROVED EQUAL) " THICK, 3 COAT CEMENT PLASTER iETAL LATH AP WRB & TAPE OVER ROOF/WALL oCREED X5 "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 =' 4) INSTALL WINDOW.' 2) SET P.T. WOOD BUCK OR DOOR. FASTEN PER '` . OVER CMU ,''l EXTERIOR CMU WALL PRODUCT APPROVALS WATERPROOFING IN ! AND SEAL WINDOW OR URETHANE SEALANT. 1 PROTECTO WRAP LWM200 OR ) DOOR FRAME TO P.T. , FASTEN PER PRODUCT / SIMILAR ON WINDOW SILL, JAMBS '� APPROVALS . AND HEAD. APPLY AROUND WOOD BUCK AND MASONRY 3) APPLY LIQUID'S f/ CORNER AND EXTEND 6" ALL ` '" AROUND THE EDGES OF THE WALL �! WATERPROOFING ' MEMBRANE OVER THE TOP SEAL EDGE OF P.T. WOOD AND EXTERIOR FACE OF co BUCK TO MASONRY BUCK AND SILL PRECAST SILL CMU OPENING WATERPROOFING SCALE: N.T.S. F THICK, 3 COAT CEMENT PLASTER STEP 1 STEP 2 60 MIN. GRADE D PAPER BACKED LATH O BARRICADE PLUS WRB (OR APPROVED EQUAL) FOLD WRAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP FOLD �� 45° WRB APPROX. 1-1/2" ABOVE SHINGLES z ROOF/WALL SCREED 5X5 WALL FLASHING w KICK -OUT FLASHING (SEE DTL. BELOW) FOLD INWARD @ PT. A FOLD INWARD @ PT. A ❑ CREASE @ PT: B FELT UNDERLAYMENT AS REQ'D BY CODE STEP 3 STEP 4 om z �® ® a �Q �' in SHINGLE ROOFING WATERTIGHT SEAL. s FOLD. DO NOT CUT. FASCIA WRAP 3 DRIP EDGE: OVERLAP 3", EXTEND ©O FOLD t7a 77° Og © BOTTOM FLANGE BELOW SHEATHING, MECH. FASTEN 4 O.C. MAX. FOLD INWARD @ PT. A FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. B CREASE @ PT. C CREASE @ PT. C FOLD PT. C OVER PT. B TILL PT. C TOUCHES BOTTOM FLANGE KICKOUT DETAIL SCALE: N.T.S. W WzO= H Wz0 w >oc<0 W=❑I- cnUww Q❑Lu _F->� �trW W �1 0 z ILOOc/) zzzI_ J Q J Wa=tea �U)❑OU ❑=zLLcn ¢z❑ rl N O 0 0 r� V im LL" to Oj^ �l o Q w w W 1-0 z 0. A 0 U W t 0� r �Z A QaaQQ 9 ,ID JAN 18 2022 COMMUNITY: LINE CALUSA SPRINGS PLAN # 6101 RELEASED: 1/18/22 SHEET wpi JJ HB. a a FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4"=1'_0" �­ff _,-TT iT Til-ir. T-1 -r 2" PVC CONDUIT ELECTRICAL 2-2/0 COPPER METER (V.I.F) 1-1/0 COPPER • OR 2-4/0 ALUMINUM 150 AMP 42 METER 1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT #4 COPPER OR ALUM. BREAKER PVC 1/2" PVC CONCRETE ENCASED GROUNDED ELECTRODE Ii ELECTRICAL RISER DIAGRAM NOT TO SCALE ELECTRICAL KEY I& DUPLEX CONVENIENCE OUTLET la. WEATHERPROOF DUPLEX OUTLET Fl GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET USB COMBO OUTLET WALL SWITCH THREE-WAY SWITCH Ja FOUR-WAY SWITCH KEYLESS LIGHT FIXTURE CEILING MOUNTED LED LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE VAPOR PROOF LIGHT FIXTURE �vc LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION EH CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) ® COMBINATION SMOKE / CO2 DETECTOR so SMOKE DETECTOR b TELEPHONE (OPTIONAL) Q TELEVISION (OPTIONAL) 01 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 W SOOF } >oCQO W �0E- It U) U W w Q�WF— 2 J IY I cc Y0E-Z 06LL.000) Z Z Z ~ wJQ2 Z W a a: m -1 a Z = Z O U < � Q n n Q �� O Zd� O �Z Ia- 0 0 0 V 0 im 0 IL to �? 0 j U 0 VJ w U "MEMO w U) mi z 0 IL O_ E U) W U) O w d � o cj COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 1/18/22 SHEET Elel a z r�N M It W _ CC wz0m O } >�a0 Wr-jF- �Uwo QDWF-- =�>a Er cr cc Y Q F- z 06u-00C/) zzz�=z J °ca¢2— W (L = m C_ _3 U) 0 U =zwcn �F-Qzo ,~ CZ Fa- O O O Z U 0 O�--� J C� a O � � w o w a w a z 0 a rr0 0. N w to 0 W 4 �Z aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 1/18/22 SHEET p I I * rol W MA50NR'' LINTEL A55EMBL I E5 5EE 5GHEOULE AND 5PEGIFIGATION5 FOR ADD'L INFO L4 J+ �-- MIN. (1) CaV5E/EOND i �4�+ �- MIN. (1) GOURS� BOND ........... I BEAM ABOVE LINTEL - I .............. I BEAM ABOVE LINTEL GROur GRour BOTTOM REIN: a. I PREGA5T LINTEL W I ,,. I PREGA5T LINTEL w/ #-�-� EMBEDDED REIN. 1--5 EMBEDDED REIN. MB-I MB-2 rr--1, i i 1+1- TOP COURSE, IF I I I+� TOP CEQ'OURSE, IFD PER ARCH. L4� m I L4J I I I REQb PER ARCH. v I I R--� TOP REINF. OR GONT. GONT. BOND BEAM BOND BEAM REIN. REIN. A5 REOD f GROUT BOUT BOTTOM REIN. BOTTOM REIN. . a PRECAST LINTEL W EMBEDDED REIN. PRECAST LINTEL w/ EMBEDDED REIN. �aY MB-3 N MB-4 MASONRY LINTEL DETAILS REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT M3-1 8F8-OB/OT ----- ----- MB-2 8F8-I6/OT ----- (1) #5 MB-3 SFIb-IB/IT (1) #5 (1) #5 MB-4 8RFI4-IB ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'5 GONGRETE. NOTES: I. ALL LINTEL5 W SPAN5 6REATER THAN 14'-O" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINTELS 5HALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORCEMENT 5HALL BE 6RADE 60, fy=60 k51 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTEL5 ARE TO BE LOGATED DIREGTT-Y ABOVE THE OPENIN6 BELOW 5HEET LIST INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.3 ROOF FRAMIN6 PLAN 50-1 FOUNDATION DETAILS 5D-2 STRUGTURAL DETAILS PB5B-1 5TRUGTURAL DETAILS GENERAL 5TRUCTURAL NOTE5 FOUNDATION • DE516N 15 BASED ON Ith EDITION (2020) FLORIDA BUILDIN6 CODE. • FOOTIN6 DE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARIN6 GAPACITY OF 1,500 P5F. • ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT W/ GONGRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2 • FASTEN PARTITION WALLS TO SLAB WITH Y4" DIA. x 23/4" LON6 TAPGONS 0 32" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY CORRO5ION-RE515TANGE GOMPATIBILITY OF HARDWARE I FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • GONGRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAYS, U.N.O.: f'c = 2,500 psi:....... FOOTIN65 2,500 psi:....... 5LAB5 ON GRADE (INTERIOR $ EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTINGS SHALL BEAR AT LEAST 12" BELOW FINISH 6RADE. • FOOTIN65 AND 5LAB5 ON 6RADE SHALL BEAR ON GLEAN, FIRM VIR61N 501L OR GLEAN FILL COMPACTED TO A q5% PROCTOR VALUE • MINIMUM LAP SPLIGES ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOK5 SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. • 6ROUT SHALL BE ASTM G416 F'c=3000 P51 w/ MAX 3/e" A66RE6ATE • GONGRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE 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 ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTIN6 DOWEL. • GROUT 50LID 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 50LID ON EACH 51DE OF ALL MASONRY OPENIN65 AND AT ALL WALL CORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MASONRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-O" O.G. IN EXTERIOR WALL5. (AS SHOWN ON PLANS) • ROU6H OPENINC75 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB E06E5, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. EXACT LOCATIONS PER BUILDER. • SAW GUT OR TOOLED JOINT DEPTH SHALL BE)/4 OF THE DEPTH OF THE SLAB (I" FOR A 4" SLAB) • JOINT5 SHALL BE LOCATED ® 12-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE AS CLOSE TO SQUARES AS POSSIBLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SPECI�ICATION5 (TYP. U.N.O.) DESCRIPTION OF BLDG. ELEMENT 3"xO.131" NAILS 5'W.120" NAILS J015T TO 50LE PLATE (3) TOENAILS (3) TOENAILS* SOLE PLATE TO JOI5T/BLK'G. (5) NAILS 0 4" o.c. (3) NAILS ® 4" o.G. STUD TO SOLE PLATE 2 TOENAIL5 (3) TOENAILS* TOP OR SOLE PLATE TO STUD 2) NAILS (3) NAILS RIM TO TOP PLATE TOENAILS ® 8" o.c. TOENAILS 0 6" o.c.* BLK'6. BTWN. J015T5 TO TOP PL. (5) TOENAILS (3) TOENAIL5* DOUBLE STUD NAILS @ 24" o.c. NAILS ® 16" o.c. DOUBLE TOP PLATE NAILS 0 24" o.G. NAILS @ 16" o.c. DOUBLE TOP PLATE LAP 5PLIGE q NAILS IN LAPPED AREA (11) NAILS IN LAPPED AREA TOP PLATE LAP 0 CORNERS 4 INTER5EGTIN6 WALL5 (2) NAILS (2) NAIL5 * 2Y2"xO.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"xO.120", SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE * ARE SHOWN) TH15 MODEL HAS BEEN DES16NED IN AGGORDANGE WITH THE Ith EDITION (2020) FLORIDA BU I LD I N6 GODE (SEGTI ON 160q) LATERAL DES16N REQUIREMENTS FOR THE FOLLOWIN6 WIND SPEED � EXPOSURE ONLY: 40 MPH - EXP. B WIND I MPORTANGE FAGTOR = 1.0 INTERNAL PRE55URE GOEFF I G I ENT = ENGLOSED, +/- 0.0 ANY WIND SPEED/EXPOSURE NOT L15TED HERE REQUIRES FORMAL EVALUATION � APPROVAL FROM M+K STRUGTURAL EN61 NEER I N6. EXTERIOR #SHEAR WALL SHEATHING SPEGIPIGATIONS INDICATES LOCATION AND EXTENT OF 5HEARWALL WHIGH REQUIRES 5HEATHIN6 AND/ OR FASTENIN6 5PEGIFIGATION5 BEYOND THAT OF STNDRD CONSTRUCTION SYMBOL 5HEAR PANEL 5PEG. 15/32" PLYWOOD OR 05E3 FASTENED w/ PI 21V2"xO.131" NAILS @ 6" o.G. ALON6 PANEL EDGES AND 12" o.c. IN THE PANEL FIELD. 15/32" PLYWOOD OR 05B FASTENED w/ P3 2y211xO.131" NAILS ® 3" o.G. ALON6 PANEL ED6E5 AND 1211 o.G. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALL5 w/ 15/32" PLYWOOD OR 05B FASTENED w/ 2Y2"0.131" NAILS @ 6" O.G. AT ALL PANEL ED6E5 AND ® 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL E06E5 SHALL OCCUR OVER FRAMIN6 OR 2X BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL EDGE AND FASTENING 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMIN6 @ I6"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED T06ETHER wl 3Y2"xO.131" NAILS @ I6"o.6. USE (8) %"xO.131" NAILS @ EA. LAP 5PLIGE. (TYP. U.N.O.) 4. LATERAL ANALYSIS ASSUMES ALL INTERIOR 5HEARWALL5 AND EXTERIOR WAI_L5 ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPEVIN65. 5. SEE ARCHITECTURAL PRANIN65 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 OPENIN65 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LONG A5 THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 ED6E NAILIN6 REQUIRED AND OGGUR 16" MINIMUM FROM THE EN05 OF THE 5HEARWALL. q. ALL 5HEATHIN6 PANELS TO MEET U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 WITH 33(6 5PAN RATING (MAX.) 10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE ARCHITECTURAL PLANS, THE 5HEATHIN6 USED IN THE -FIRE RATED ASSEMBLIES SHALL BE NOMINAL �32" THICK, APA RATED 5HEATHIN6 �b EXP05URE 105B OR PLYWOOD PEI IIC_ DD/ltlllrT aTb}JildDi) Dc,l no Dc_') /1D ADd DDD-Inn, IT ACCORDANCE WITH THE UL DE516115 SPECIFIED. Window � Door Allowable Wind Pre55ure5 140 MPH Wind Zone Ex o5ure E3" OPENING 51ZE INTERIOR ZONES END ZONES 6 6orage Door +18.5 P5F/-20.q P5F +18.5 P5F/-20.q P5F 16Garage Door +11.1 P5F/-Iq.1 P5F +11.1 PSF/-Iq.1 P5F 10 SOFT. +21.2 P5F/-22.q P5F +21.4 P5F/-28.3 P5F 20 SOFT. +20.2 P5F/-22.0 P5F +20.2 P5F/-26.4 P5F 50 SOFT. +Iq.O P5F/-20.8 P5F +lq.O P5F/-23.q PSF 100 SOFT. +18.0 P5F/-Iq.8 P5F +15.0 P5F/-22.0 P5F 500 SOFT. +15.8 P5F/-11.6 P5F +15.8 P5F/-11.6 P5F (DEnd Zone is defined as the smaller of 10% of least horiz. dim. or 40% of mean roof height. ®Pressures have been derived from 2020 FBG Table R301.2(2). ©Pressures charted here dre allowable pressures and have been reduced per A5GE 1-16 section 2.4.1 from ultimate pressures. Divide allowable pressures above by a factor of 0.6 for ult. pressures.. ROOF FRAMIN6 • SEE ROOF TRU55 UPLIFT GONNEGTOR SCHEDULE FOR ALL ROOF TRUSS GONNEGTOR5. • ROOF 5HEATHIN6 SHALL BE 7/16" MIN. O5B/PLYW000 5HEATHIN6 24/1( EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.II3" RIN6 SHANK NAILS (R5RS-01 OR EQUIV.) 0 6" O.G. AT PANEL ED6E5 $ ® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END 4 DRA6 TRUSSES w/ RIN6 SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALON6 PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE GLIP5 ALON6 UNSUPPORTED ED6E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRUSS ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR GLIP5 ® 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER WTGA $ TPI5 BG51 I GUIDE TO 6000 PRACTICE FOR HANDLIN6, IN5TALLIN6 4 BRAGIN6 OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRUSS SHOP DW65. SHALL BE SUBMITTED TO ARCH � EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER FASTENED TO FRAMIN6 w/(2) 3"x0.131" NAILS 0 16" O.G. UPL I F7 CONNECTORS BEARIN6 CONDITION TRU55 CONNECTOR LENGTH < 15' SIMP50N H2.5T SINGLE 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 TRUSS OR PORCH ALL 51MP50N HETAI6 BEAM BEARIN6 ON GMU WALL ROOF G.T., FLUSH BEAM OR ALL (2) 51MP50N HETAI6 FLUSH 6.T. BR6. ON GMU WALL ALL BEARING POINTS OF EACH ROOF TRUSS SHALL BE CONNECTED WITH CONNECTOR A5 L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE EN6INEER OF RECORD TO DE516N THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD TRUSS GON5TRUGTION". MW HAS EN6INEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT GONNEGTOR5 AND LOADS PER THI5 DRAWING SHALL SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR SPECIFICATIONS AND LOADS SHOWN ON THE SHOP CARDS. LEGEND • ® INTERIOR BEARIN6 WALL • _ _ = = BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF SHEARWALL r-.-.7.7.71 • I: - : :1 EXTENT OF OVERFRAMIN6 L_-_'J •- - ---INDIGATE5 1/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HAN6ER INDICATE5 P05T ABOVE. PROVIDE SOLID BLOGKIN6 UNDER POST OR JAMB ABOVE. GENERAL STRUCTURAL NOTE5 • DE516N 15 BASED ON Ith EDITION (2020) FLORIDA BUILDING CODE. • WOOD FRAME EN6INEERIN6 15 BASED ON ND5, "NATIONAL DE516N SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DESIGN LOADS: ROOF LIVE = 20 P5F DEAD = 7 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 STAIRS i DECKS) = 30 P5F @ 5LEEPIN6 AREAS 50 P5F @ 6ARA6E 200 # POINT LOAD @ 6UARD5/HANDRAIL5 = 50 P5F @ 6UARD IN -FILL GOMPONENT5 DEAD = 10 P5F (20 P5F TOTAL @ TILE) WIND ULTIMATE WIND SPEED � EXPOSURE AS L15TED RISK GATE6ORY 11 6ENERAL FRAMIN6 • EXTERIOR WOOD STUD BEARIN6 WALL5 SHALL BE 2x 5PF#2 OR 5YP#2 @ 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARIN6 WALL5 SHALL BE 2x 5PF OR 5YP STUD' GRADE LUMBER ® 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x 'STUD' GRADE MEMBERS SPACED 0 16" O.G. (MAX.). • ALL NON-BEARIN6 INTERIOR STUD WALL5 SHALL BE CONSTRUCTED WITH 2x '5TUD' GRADE MEMBERS SPACED ® 24" O.G. (MAX.). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x KING STUD, MINIMUM. - THE NUMBER OF 5TUD5 SPECIFIED AT A SUPPORT INDIGATE5 THE NUMBER OF JACK 5TUD5 REQUIRED, U.N.O.. • ALL HEADERS, BEAMS $ OTHER STRUGTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS 4 HEADERS W/ 3-ROW5 OF 3"xO.131' NAILS 0 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 i 2x8 MEMBERS. • FACE NAIL BUILT UP 2x P05T5 W/ 3"4.131" NAILS ® 16" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FAGE5 ® 3-PLY OR MORE CONDITIONS. • REFER TO GONNEGTION 5PEGIFIGATION5 TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALLS w/ 1/16" 05B FASTENED w/ 21/2"xO.131" NAILS @ 6" O.G. @ ED6E5 $ 12" O.G. GENTER FIELD. PROVIDE HORIZONTAL 2x BLOCKING AT ALL UNSUPPORTED PANEL ED6E5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE SOLID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL POSTS CONTINUOUS TO FOUNDATION/13EARIN6. • EN6INEERED LUMBER TO MEET OR EXGEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10^6 psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10"6 psi • FOR 2 $ 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OF 3"xO.131" NAILS @ 8" O/G OR 2 ROW5 Y4"x3Y2" 51MP50N 505 5GREW5 (OR 3Y2" TRU55LOK 5GREW5) @ 16" O/G. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP $ BOTTOM NAIL5/5GREW5 2" FROM E06E. 50LID 3 Y2" OR 5Y4" BEAMS ARE ACCEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 $ 2x8 MEMBERS. • FOR 4 PLY BEAM5 OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OFY4"x6" 51MP50N 5D5 5GREW5 (OR 6 3/4" TRU55LOK SCREW @ 16" O/G. USE A MINIMUM OF 4 ROWS FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES (ONE 51DE ONLY FOR TRU55LOK 5GREW5). LOCATE .TOP AND BOTTOM 5GREW5 2" FROM EDGE. A 50LID I" BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL STUDS IN CONTACT 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 DE516NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY I-JO15T /TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • I-JOI5T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. i EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY • FLOOR 5HEATHIN6 SHALL BE 23/32" GONFORMIN6 TO P52-04, 24" O.G., EXP05URE I, TON6UE AND GROOVE ED6E5, FASTEN 5HEATHIN6 TO FRAMING MEMBERS W/ 6LUE AND 3'W.131" NAILS 6" O.G. AT PANEL E06E5 4 12" O.G. AT INTERMEDIATE SUPPORTS. TYPICAL STAIR GON5TRUCTION NOTES • (3) 51N6LE PLY 2A2 STRINGERS FASTENED TO HEADER AT TOP OR LANDING, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM w/ (1) SIMPSON A35 CLIP AT EACH 5TRINOER. • FASTEN 2x6 P.T. PLATE TO GONGRETE SLAB w/ (5) 3/b" DIA. x 3 Y2" LONG TAPGON5. • FASTEN END 5TRIN6ER5 TO ADJACENT WALL5 w/ (2) 3"x0.131" 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 ...... 77 24 p ®� ' A E 0 dam, ®� w b O copyrJAgUWE ru ur E g, Inc. z Jcc w w z o CD rn z WQ OQ.. LZ z= 0 A C m� a a A (D Z W j o p y m W C N C5 O. M&K project number: 068-200 1 1 project mgr: drawn by: issue date: JSB I DJR 01-14-22 REVISIONS: date: initial: sheet: J W 0 2 F__4 z 0 Q� 0 J LL U� z x a W d W V J J SM0.0 L.��7Nn W°f:e set<�oa71ST 7 4 �T Y 35 -811 d� A* 7 • ® INTERIOR BEARING WALL 010I-o"12'-01116'-8"BEARING WALL ABOVE • BEAM / HEADER Kr •' LOCATION AND EXTENT OF 5HEARWALL F� © copyright: p*mt ILa022 LANAI SLAB: 3Y2" GONG. SLAB ON 1� I EXTENT OF OVERFRAMIN6 Structural Engineering, Inc. GRADE (2500 PSI N I 12" WIDE GONG. L._._._,� CD on MIN.) W 6x(b-W1.4xW1.4 I 1 TURNDOWN EXTENDED z = MESH OR FIBER MESH I L MIN. 12" BELOW GRADE _ • ° ° - - '-'---'-INDIGATE5 I/8"A" 5AW GUT CONTROL JOINT W o — ON q5% COMPACTED FILL OR VIR61N SOIL. \ I I o INDIGATE5 LOCATION OF REINFORCED GMU GORE w z o - � (SEE NOTES) z I q I J L METAL HANGER J a HVAG UNIT 1 I SD-1 3 /2 STEP 2 SD -I INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. _ E o � �- . C.) j • • • • • • • I • • t W r---------- ---------- ----------� REFER TO 5-0.0 FOR TYPIGAL co=E m � I'-8 I/2" 6'-4" 0'-7 LI/2" 5TRUGTURAL NOTE5 I$ 5GHEDULE5 = a Q 1 —J z M I I LU t/N =o FRENGHI DOOR j I W M N RECESS PER C. Q 1 MANUFAGTURERS • INSTRUCTION 2 I w I I M&K project number: 1 068-2001 `I I I project mgr JSB drawn by: DJ R • I I I issue date: 0 `I - 14-2 2 REVISIONS: 1 I m date: initial • I NOTE: REFER TO BLOCK 1 I PLAN FOR ALL DOWEL o j LOGATION DIMENSIONS. I I o I � I �•� I CU i Cz 1 I O 2 I I Iq_4Iq_4I 1------3Y2"STEP;----- j.m...,.,. ,........... _ , .,..,.. _ A. F.n_ m. N,m..�._..........,, , ' I 4 4 I Q 1 � SDI I SD -I I (Y O • I 3 Y2 STEP I 5 SD -I T UL IN .-I 6ARA6E SLAB.3 Zz2" Y2" GONG. SLAB ON GRADE YI/I STEP (2500 PSI MIN.) W 6x6-W1.4xW1.4 - x MESH OR FIBER MESH OVER 6 x_.._.. __ .I _.._ I N a MIL. POLY ON q5% GOMPAGTED 1 6 I FILL OR VIR61N SOIL. 1 SD -I z co I I Z " a d 0 I� I SD- I W (L — — I 1 M U) -' 41 Nr% n 0 z IN W 2 SD -I sheet: SD-1 AB PLAN 131_411 5,-4„ ct�� '- " 20'-o'l 18 8 E:1/4"=1'-O" (22x34 SHEET) SCALE: 1/8"=1'-0" (IIxI1 SHEET) Fmi,,o t) _i Lh IM O I � 1 4'-211 4'-6" 3'-0" 6'-4" 5-01/2" 5'-1 11211 4'-6" 6'-0" MB-1 MB-1 MB-1 r-- %n i T— I � (V � tY� 1 51_011 31 _211 51_211 1_011 161_011 21-011 ge Jf 13'-411 51_411 20'-011 01 (ZBLOCK FLAN SCALE: I/4"=1'-0" (22x34 5HEET) SCALE: 1/5"=l'-0" (Ilxll SHEET) • ® INTERIOR BEARIN6 WALL • _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOGATION AND EXTENT OF 5HEARWALL • I: : I EXTENT OF OVERERAMIN6 •—'—--INDIGATE5 1/8"A" 5AW GUT GONTROL JOINT INDIGATE5 LOGATION OF REINEORGED GMU GORE El (SEE NOTES) J L METAL HAN6ER INDIGATE5 P05T ABOVE. PROVIDE 50LID t3LOGKIN6 UNDER POST OR JAMB ABOVE. MABONRY LINTEL PETA I LB REINFORGEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORGEMENT MB-I 8F8-OB/0T ----- ---- MB-2 SF8-IB/OT ----- (1) #5 MB 3 8FI6-I6/IT (1) #5 (1) #5 MB-4 8RF14-IB ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T CO., AND LOTT'S CONCRETE. NOTE5: I. ALL LINTEL5 w/ 5PAN5 6REATER THAN 14'-0" 5HALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINTEL5 5HALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT 5HALL BE 6RADE 60, fy=60 k5i 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENIN6 BELOW MASONRY' L I NTEL A55EMBL I E5 5EE 5GHEOULE AND 5PEGIFIGATION5 FOR ADD'L INFO rr---T rr--�, MIN. (1) COUR5E/13OND I i MIN. (1) COURWSOND L4J I BEAM ABOVE LINTEL i L4J I BEAM ABOVE LINTEL 6ROI7f GROUT BOTTOM REIN. 4Q� PREGA5T LINTEL Pi/� Q � PREGAST LINTEL w/ __ � EMBEDDED REIN. # EMBEDDED REIN. MB-1 MB-2 L -- i �4J— TOP Co", IF itm i_Q_J I TOP COURSE, IF REG t) PER ARCH. i i REQ'D PER ARCH. - -� • TOP REINF. OR CONT. GONT• BOND BEAM BOND BEAM REIN. REIN. A5 REQ D GROUT 6ROUT _ BOTTOM REIN. BOTTOM REIN. _a PREGA5T LINTEL W EMBEDDED REIN. . I PRECAST LINTEL w/ i'-�A-� IR EMBEDDED REIN. MB-3 N M13-4 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES ff SCHEDULES seal: �� � fJ 3 ® CE, ^ OF 1 AeO copyright : MULHERN P - sjr al �ng e822. C z IIIJ LU w w =z CJ c� z w a- J i � Q Z= C) A Q � W F- y C � Q) =CZ 3:Q ME > J~ A a� z W p �CD ti o `r y M � W CD N c CD M a IV IV M&K project number: 068-2001 1 project mgr: J S B drawn by: p,JR issue date: 0 `I - `I 4-22 REVISIONS: date: initial: sheet: M Cz Fm2.0 ks, w LL O 0 PPAP I .&mAl npnppr-n RFAMC,. 0 N U I L u L LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL I: :I EXTENT OF OVERFRAMIN6 IL___J •— — --- -------INDICATES 1/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HANGER INDICATES POST ABOVE. PROVIDE SOLID BLOGKIN6 UNDER P05T OR JAMB ABOVE. ROO FRAMING PLAN SCALE: 1/4"=1'—O" (22x34 SHEET) SCALE: I/W=I'-0" (110 SHEET) ROOF FRAMIN6 • SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05B/PLYWOOD 5HEATHIN6 24/b EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.113" RING SHANK NAILS (RSR5-01 OR EQUIV.) ® 6" O.G. AT PANEL EDGES 4 ® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END $ DRAG TRUSSES w/ RIN6 SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALON6 PANEL E06E5 AT FIRST 2 TRUSS BAYS FROM 6ABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED ED6E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRUSS ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW w/ SIMP50N VTGR CLIPS ® 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERN15E NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER NTGA 4 TPI'5 BG51 I GUIDE TO 6000 PRACTICE FOR HANDLING, IN5TALLIN6 4 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 $ SHORT SPAN ROOF TRUSSES w/ 2x4 LE06ER FASTENED TO FRAMING w/(2) 3x0.131" NAILS ® 16" O.G. UPL I r—T GONNEGTORB BEARIN6 CONDITION TRUSS CONNECTOR LENGTH < 15' 5I MP50N H2.5T 51N6LE ROOF TRU55 BEARIN6 ON > 15' 51MP50N HIOA WOOD STUD NALL/HOOD BEAM ROOF GIRDER TRUSS BEARIN6 ON ALL 51MP50N HT520 HOOD STUD HALL/WOOD BEAM 51N6LE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU HALL ROOF 63., FLUSH BEAM OR ALL (2) 51MP50N HETAI6 FLUSH 6.T. BR6. ON GMU WALL ALL BEARIN6 POINTS OF EACH ROOF TRUSS SHALL BE CONNECTED WITH CONNECTOR A5 L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT GONNEGTOR5 PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRUSS UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRAWING SHALL SUPERSEDE THE TRUSS MANUFACTURER'S UPLIFT CONNECTOR SPECIFICATIONS AND LOADS SHOWN ON THE SHOP CARDS. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES i SGHEDULES seal:%%. � G ®F' 1„ © copynoG; MULHE Structur ee ��LP� g, �, 2022 0 CD Z JL w w z c C" se wQ ca.. J L' o .o Z C Q o A c.) �o- pC c W� �—+ m E a DA JZ LU p o 0 y M W C N 7 M&K project number: 068-2001 1 project mgr: J S B drawn by: DJ R issue date: 01-1 4-2 2 REVISIONS: ■ date: initial: ■ sheet: Som 1 .3 FILLED GELLS (SEE PLAN) 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL Y" GYP. BD. EA. SIDE 4" OVER %" FURR STRIPS OF 2x4'5 o 16" O.G. GARAGE -PER BUILDER Y " J-BOLTS 6" FROM EA. (1) #5 VERT. FROM FT6. TO END OF WALL AND N TOP YIEW BOND BEAM. LAP w/ HOUSE SLAB SPACE @ 32" O.G. @CORNER FOUNDATION DOWEL MIN. 30 GROUT GELL 50LIDLU (SEE PLAN) 2" (6" MIN. EMBED) z STUD PLATE TIES PER X } PT BOT. PLAN STUD TOP 4 GONG. OR PAVER 5ARA6E WALL < ° ° d. ° PLT. BOT. DRIVEWAY BEYOND III —III —III —III —I ° ° ° d d a Q GRADE III —III— �x I III _ _ I I—III=III—I (Ii ,III I I I I_I I I h ATIO/PORGH/LANAI SLAB _ <° a d ° d° a d GARAGE SLAB - =III=1 I III=1 I I a a —I —I 1-1 I I —I I I —I I- (5EE PLAN) a m 4 (5EE PLAN) Q —I I-_`�I I I ° I I1=1II-1I1- d' �° — II1 III°° I=III= 1) #5 DOWEL W/ 6 HOOK AT GRADE ° ' a ° II— —_I I' ALL VERT. WALL REINF. —° _ —_ a <. ° —__—_ —_— ° " —_ I _=III (SEE PLANS FOR LOCATION) I I-1 I=I I III=III III —I 1 I ,I I' (2) #5'S GONT. W/ d <°. _ - - I I—III=III I I ,III GLEAN GOMPAGTED III —I I —I 11= III —I I L=1 I �_I I I _ I = I —III —_ —III I _ I=1 1=III—III—I —III —I I l I I I —i 3 MIN. GLEAR 8l, 8„ _ _ _ I I-1 I II 11=1 I MI I I III=III=� I' FILL ® q5% WI TH MONOLITHIG FOUNDATION —I � Wx8" THIGKENED —1 I I=1 I I=III=III=111--1 i—' i 16"x8" THIGKENE III=III=III=III=III=III=III= —1 STANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 SLAB W/ (1) #5 GONT. EDGE W/ (2) #5 11=1 11-1 I I —I I I 1 I=1 11- I I•� I I GONT. � III � � � � I 1=III=1 -III 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS UPLIFT GONNEGTOR5 SUGH AS STUD PLATE TIES, HURRIGANE GLIP5, AND 1-5TORY: 1'-0" WIDE ANGHOR BOLTS ARE NOT REQUIRED ON WALLS NOT 5U13JEGT TO A W/ (2) #5 BARS GALGULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE 5UGH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. EDGE @ GARAGE DOOR DETA I L OOTI N(5 SECT 10 N W/ BLOCK DETA 1 L TH I CKENED EDGE DETAIL G�rR, G 5T DOWN DETA 1 L OTHICKENED 2 3 MTS SCALE: Nm SCALE: MT5 8" GMU BLOCK 8" WIDE GONT. 8 GMU BLOCK- R4.1 FI-FOIL OR EQUAL 8�� GMU BLOCK N #5 VERT. FROM FT6. TO R4.1 FI-FOIL OR EQUAL 3/4" 8" GMU BLOGK R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS GONG. CURB BEYOND OVER 3/4" FURR STRIPS BOND BEAM. LAP w/ OVER FURR STRIPS -PER BUILDER UI -PER BUILDER I #5 VERT. FROM FT6. O EXTERIOR DOOR - PER BUILDER FOUNDATION DOWEL MIN. (1) #5 VERT. FROM FT6. TO TO BOND BEAM. LAP w/ HOUSE SLAB 30" GROUT GELL SOLID HOUSE SLAB BOND BEAM. LAP w/ HOUSE SLAB FOUNDATION DOWEL GARAGE SLAB MTL. THRESHOLD (5EE PLAN) PORGH/PATIO/LANAl (5EE PLAN) FOUNDATION DOWEL MIN. (SEE PLAN) MIN. 30" GROUT GELL > (SEE PLAN) SET IN SEALANT SLAB OR PAVERS 30" GROUT GELL SOLID SOLID PAVERS (SEE PLAN) NA X ° (SEEPLANS) ) a X ° z Q _;III °d GRADE ° 1_I I1=I— —I I_=1I I I_—III=IIIII I I d Q -- I—I1 I I_-11I1 I I —III —I 11_—III-1 11-II I o RADEo I I I —III I -— _S —I — _ —I PIIII—� o z `' III I_I —I 1:` I I —III —I I 1-1 11- III—III-1 III—� III=I 1=1 I I a °' 1=III=III=1 1- EXP JOINT I—III- -� III I II —III —III- PVG CHASE SLEEVE TO BE #5 DOWEL w/ 6" HOOK AT 1=II— 1 i I=III— __ ` I I = = 1) #5 DOWEL W/ 6" HOOK AT i=III=III 111=1 I =I 1 .I TWICE THE DIAMETER OF I ALL VERT. WALL REINF.III=I II-I_I I' 1II l-'1' ALL VERT. WALL REINF. O-' I —' I I III —III III —I I I_— 1 I I —III —11I III _1 PROTECTED PIPE =1 1 11—III—II I-1111=III_— I -I(5EE PLANS FOR LOGAT1oN) " 1I III I III-I MONOLITHIC 11EIII— ' (SEE PLANS FOR LOGATION) I I-1 I I III=1 I I=III= ' GLEAN GOMPAGTED III FILL ®q5% —III— I GLEAN GOMPAGTED III =III= I I FOUNDATION W/ (2) #5 GONT. ON CHAIRS GLEAN GOMPAGTED FILL ®q5� I I=1 I I III— MONOLITHIG FOUNDATION GLEAN GOMPAGTED III-1 FILL `� a5� L-) I MONOLITHIC FOUNDATION STANDARD DENSITY WI TH MONOLITHIG FOUNDATION FILL o q5� STANDARD WI TH STANDARD DENSITY WI TH WHAI5 GONT. ON STANDARD DENSITY WI TH W/ (2) #5 GONT. ON CHAIRS W/ (2) #5 GONT. ON GHAIR5 DENSITY AND TERMITE RS ZI 2-5TORY: 1'-4" WIDE TREATED 2-5TORY: 1'-4" WIDE 2-5TORY: 1'-4" WIDE 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS w/ (2) #5 BARS w/ (2) #5 BARS w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE I -STORY: 1'-0" WIDE I -STORY: 1'-0" WIDE I-5TORY: 1'-0" WIDE W/ (2) #5 BARS W/ (2) #5 BARS W/ (2) #5 BARS W/ (2) #5 BARS 5�LA�t�(5ECURB DETAIL ENTRY 17OOR D T IL SGAl.E: Mrs O.EEX�TTIERIOR WALL @ PORCH/PATIO/LANAI DETAIL Mrs CH 5E DETAIL SCALE: MT5 8" GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER 3/4" FURR STRIPS -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (SEE PLAN) PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLANS) PER MANUF. d -III=11 I I=111= '-1 I 1111 III_III—_III— I I—_� I. �—III—I III —I I I 1—III 111—I I �:HI II- I_I d a °III —III —I I I —I m III I °. I —III- -w —III I I I —III —III III —III—' �'- MONOLITHIG GLEAN COMPACTED III —III= I I FOUNDATION W/ (2) #5 FILL ® q5`� STANDARD WI TH GONT. ON CHAIRS DENSITY AND TERMITE SATED 2-STORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR OUTSW I NG 4 56D POURED 51 LL5 DETAIL SCALE: MS 5Y" GONG. SLAB WIDTH PER ARCH w/ WWF OR FIBERME5H REINF. LU OVER (b MIL VAPOR BARRIER } a d a a ° 4" z MIN m 8l, 8il (2) #55 GONT. seal: ®�® ® 7AT OF < ®-)oa c� copyright: MULHERN & KULP Structural Enginee(ng, Inc. C7 Z ._J w w 04 Cm C_ C7 r, Z w J Ate++ QW Z� C-) o. m W F—_ as � m E 3: > J Q� Z -o 0 W ti V� m` L6 W m cV C. M C M&K project number: 068-200 1 `I project mgr: J S B drawn by: DJ R issue date: 0 `j - `j 4.2 2 REVISIONS: date: initial: ►� o I ; -1 , I 1111 h 11 1 ; 11J, III lij-,1,1111 .:1;1, '11 :, I! I Irl IiI I I I III I I 1 - FASTEN ROOF SHEATHING TO FASCIA WITH 2 3/8"xO.113" RING SHANK NAILS 6" O.G. w� _< 2x6 FA5GI4 -SEE ARCH 8" GMU BOND BEAM W/ (1) #5 GONT. 8" REINF. GMU WALL -SEE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 Q SEE UPLIFT CONNECTOR — SCHEDULE ON PLANS FOR CONNECTOR 5PEGIFIGATION5 8" GMU BOND BEAM VJ/ (1) #5 GONT. 8" REINF. GMU WALL - -SEE PLAN FOR VERT. 4 HORZ. REINF. SPECS I S�GTION SCALE: 3/4"=1'-0' TRU55 OVERFRAMIN6 PER PLAN SF TISCS/4'=1'-0' PROVIDE 50LID SHIM BETN'N TRUSS CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 6REATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS PROVIDE MOISTURE BARRIER PLATE (PER TRUSS MANUF) • EACH TRUSS. VERT WALL REINF. TO EXTEND INTO BOND BEAM /—ROOF TRU / PER PLAN PROVIDE MOISTURE BARRIER PLATE (PER TRUSS MANUF.) EACH TRUSS. VERT WALL REINF. TO EXTEND INTO BOND BEAM 2x6x12" OR CL OF OPENING 2XSXI2"P.T. n CENTER BUGK II � • V VIA. ANCHOR 2X4 P.T. TOP BUCK 2X6 OR 2X8 P.T. BUCK EACH SIDE OF OPENING -VERIFY CONN. REQ'MT w/ DOOR MANUFACTURER PROVIDE (5) 3/e" DIA. J-BOLT N/ 5 Y2" EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE I Y2"x%e," THICK WASHER W/ EACH ANCHOR (15T BOLT TO BE 8" MAX ABV. CURB REST EQUALLY SPACED APPROXIMATELY 24" O.G) START BOLTS AFTER GARAGE CURB W' MAX.) 6ARAGE DOOR BUCK DETAIL K SCALE: NTS PROVIDE SOLID SHIM BETW'N TRU55 CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 6REATER THAN I Y2` FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF SHEATHING TO FASCIA WITH 2 3/8"xO.113" RING SHANK NAILS ® 6" O.G. 2x6 FASCIA -SEE ARCH REINF. MA50NRY LINTEL/ BEAM - - SEE PLAN FOR 5PEGIFIGATIONS. S�GTION VALLEY SET OVERFRAMINQ FASTEN EACH OVERFR TRU55 TO TRU55 BELOI WITH (1) 51MP50N VTGR 24" O.G. TYP I CAL OYERI RAM I NG CONNECTION DETAIL SCALE: N.T.S. SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR GONNEGTOR SPECIFIGATIONS CONNECT EACH END OF MA50NRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL w/ 24" LE65 MAIN ROOF 5HEATHIN6 MAIN ROOF TRU555 BOND -BEAM- _.___--GONTIN. PRECAST HEADER 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE GA5T-GRETE WINDOW SILL, WINDOW SILL, OR EQUIV. OR EQUIV. F. DOUBLE WINVOW QIMABONR�' PIER DETAIL E: NTS TRIPLE WINDOW SIM. PROVIDE SOLID SHIM BETW'N TRU55 CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN 01 " FROM UPLIFT GONNEGTOR, REFER TO 2x FASCIA TYPICAL RETROFIT DETAIL P. -SEE ARCH FASTEN EXTERIOR 5HEATHIN(5 TO 2x4 BLOCKING IN EA. TRU55 BAY w/ 2 Y2"xO.131" NAILS ® 6" O.G. FASTEN EA. 2x4 BLOGKIN6 IN EA. TRU55 BAY TO BOND BM. Y44) HILTI DNI12P8 PAF's FASTEN EXTERIOR SHEATHING TO 2x BLOGKIN6 w/ 2 Y2"xO.131" NAILS ® 8" GMU BOND BEAM w/ (1) #5 BARS GONT. 8" REINF. GMU WALL - -SEE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 � 1E� ION/4'=1'-0" P R TROT= IT IIETAA11 SCALE: 3/4"=1'-0" ALL LAPS IN MASONRY 25" -RUNNING BARS #5 BENT CORNER BAR GROUTED CELL TYP. CORNER VERT. HALL REIWORCING DETAIL SCALE: NTS ROOF TRUSSES -SEE PLAN UPLIFT CONNECTOR -PER SCHEDULE VERT WALL REINF. TO EXTEND INTO BOND BEAM seal No i 'a XT 0r_ 2 %"xO.113" RING SHANK NAILS ® 6" O.G.�R '�o• ,b;r © copyright : MULHEN & KULP- '4<, Structural ' ertg,�c. o oCD z 9 Z J= w w Z o z a 2x4 FLAT BLOGKIN6 ® 16" o.c. w FASTENED TO BOND BM. JCD ROOF TRUSSES w/Y4" VIA. x %4" TAPGON = Q Eo -SEE PLAN (2)3 Y2°x0.131" pC c v co (2)3 Y "x0.131" 2 T m E 8" GMU BOND BEAM w/ J W Z vo (1) #5 BARS GONT. UJ CP Y 8" REINF. GMU WALL VERT WALL REINF. TO 2 EXTEND INTO BOND BEAM y CD -SEE PLAN FOR VERT. M 4 4 HORZ. REINF. SPECS &!57 ION/4"=1'-0" - M&K project number: 068-2001 1 project mgr: JSB drawn by: DJ R NOTES: issue date: 0 `j - `j 4-2 2 I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF NINDOW/DOOR, FASTEN BUCK TO MASONRY N/ (1) ROW OF WbN4" TAPGON5 6" REVISIONS: FROM ENDS AND 16 O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM EDGE OF BUCK. date: initial: 2. BUGK5 LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. STRUCTURAL CONNECTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN THI5 CASE. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X BUCKED OPENING, USE (3) RON5 OF 3"x0.131" NAILS 5TA66ERED ® 12" O.G. EA. SUCCESSIVE BUCK. (� 4. MIXING OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET. � 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) RON5 OF 2 Y2"xO.131" NAILS ® 16" O.G. FASTEN NINDOW/DOOR TO 2X PER BY NINDOW/DOOR WINDOW/DOOR MANUFAGTURER'5 5PEG5. Cz MANUFACTURER �Q W I NV ONDOOR BUCK DETAIL H SCALE: NTS NOTES: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). —_ 2. PROVIDE %" DIA. HOLE FOR SEE TYP. FOUNDATION DOWEL, BLOW OR BRUSH GLEAN. DETAILS FOR ADDITIONAL INFORMATION NOT 5HONN SEE DETAIL I ON 3. FOLLOW MANUF. INSTALLATION HERE STRUCTURAL PLANS FOR INSTRUCTIONS. ADDITIONAL CONNECTION INFO NOT 5HONN HERE FUTURE 8" GMU BLOCK #5 VERT. BAR TO BE —FASTEN EA. ROOF TRU55 TO GMU H/ DRILL 6" INTO EXI5T'6 11;� I It LOCATED PER PLAN IN GROUTED CELL 51MP50N M5TMI6 TN15T STRAP. SLAB, EPDXY 8 DRIVE I FASTEN STRAP TO GMU W (4)Y4" VIA. x 2 #5 DOWEL, PROVIDE MIN. I - Y4" LONG TITEN 5GREN5 50" LAP SPLICE I I I m0 - PROVIDE MOISTURE BARRIER N - I I z PLATE (PER TRU55 MANUF.) ® I 117- EACH TRU55. .. ; 4." . - PROVIDE 2x FLAT BLOGKIN6 FIT T16HT TO a " ROOF TRUSSES •EVERY OTHER BAY QRADE I- _ _ I=III=I I —I I -„—i��=1�TRUSSES W (2) 3Y4xO.131 NAILS ® EA. END. TIIIIIIIIII I"aT�t �IIII�II�IIII- MISSED DOWEL RETROFIT DETAIL SCALE: NT5 SIM. s CMU STEM FOR DROPPED GRADE 4x6 P.T. POST PROVIDE (I) 51MP50N L5TA18 STRAP ON EACH EXTERIOR FACE OF P05T, q" MIN END LENGTH DROPPED BEAMS PER PLAN REAR INOOP LANAI TYP. BEAM TO POST CONN. SCALE: 5/4"=1'-O" LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME 4 SHALL BE IMPLEMENTED IN SPEG I E I G AND ARE ONLY REG U I RED ALL APPL I GABLE AREAS. THE5E WHERE 5PEG I E I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. 4 C] W O J J LL d W W 0 O z � J � � d Q fY � M Y � 0 JJ sheet: SDM2 a PERMANENT ROOF TRU55 BRAGIN6 NOTES: (SINGLE FAMILY HOME OR TOWNHOU5E CONSTRUCTION, WITH ROOF TRUSSES SPACED NO MORE THAN 24" O.G) I. WOOD TRUSSES SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENT SAFETY INFORMATION (BGSU "GUIDE TO GOOD PRAGTIGE FOR HANDLING, IN5TALLIN6, RE5TRAININ6 4 BRAGIN6 OF METAL PLATE GONNEGTED WOOD TRUSSES," (2008 EDITION). 2. TOP CHORD BRAGIN6: TOP GHORD5 SHALL BE BRACED BY DIREGT-APPLIED PLYWOOD/055 5HEATHIN6. • IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP GHORD OF TRU55 OR TO PURLIN5 FASTENED TOP CHORD, GONTAGT MriK FOR BRAGIN6 DE516N. 3. BOTTOM CHORD BRAGIN& a. THE BOTTOM GHORD5 514ALL BE BRAGED BY DIREGT-APPLIED 6.W.B. GEILIN6 4. WEB MEMBER 5RAGIN6: THE TRU55 MANUFACTURER SHALL INDICATE THE TRU55 MEMBERS (WEB5, VERTIGAL5) THAT REQUIRE LATERAL BRAGIN6/RE5TRAINT. a. 'T' OR V BRAGE: WHERE BRAGIN6 15 REQUIRED AS INDIGATED ON SHOP DRAWING, UTILIZE 'T' OR 'L' BRAGE5 (REFERENGE BG51-83 FI6URES 153-IS 4 133-Iq). SHOP APPLIED REINFORCEMENT PER BG51-133 FI6URE5 133-22 4 BG-23 15 ACCEPTABLE. • 'T' $ V REINFORGIN6 MATERIAL SHALL MATCH THE 51ZE OF THE WEB/VERTIGAL MEMBER. • 'L' k 'T' REINFORGIN6 TO BE A MINIMUM OF q0% OF THE LEN6TH OF THE WEB/VERTIGAL MEMBER. • FASTEN 'L' OR 'T' REINFORGIN6 TO WEB/VERTIGAL Wl Ibd 6UN NAIL5 (0.131x3 1/2") AT 6" O.G. b. GONTINUOU5 LATERAL BRAGIN6 ALTERNATE: WHEN THREE (3) OR MORE 51MILARLY GONFI6URE0 ROOF TRUSSES AL16N, CONTINUOUS ROW5 OF LATERAL BRAGIN6 MAY BE USED IN LIEU OF THE ABOVE -NOTED 'L' OR T' BRAGES. • CONTINUOUS ROW5 OF LATERAL 13RAGIN6 SHALL GON515T OF MINIMUM 2x4. ROW5 SHALL BE LAP SPLICED ONE TRU55 BEYOND IN EACH DIREGTION. 5EGURE BRAGE TO EAGH TRU55 GOMPRE55ION WEB W (2) Ibd 6UN NAILS (0.131x3 1/2"). • GONTINUOU5 LATERAL BRAGIN6 SHALL BE RESTRAINED BY DIA60NAL BRAGIN6 (MIN. 2" THIGK NOMINAL LUMBER $ MINIMUM 5PF 'STUD' GRADE MATERIAL). THI5 BRAGIN6 15 TO BE CONTINUOUS. PROVIDE ONE ROW OF DIA60NAL BRAGIN6 AT VERTIGAL WEB MEMBERS OF TRUSSES GLO5E5T TO EAGH 6ABLE END WALL 8 ADDITIONAL DIAGONALS AT 20'-0" A5 REQUIRED. DIAGONAL BRAGE NAILED TO OPP051TE PROVIDE (2) Ibd NAILS A 51DE OF WEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIRECT -APPLIED PLYWOOD/056 ROOF 5HEATHIN6 COMPRE55ION WEB (5LOPIN6 OR VERTICAL) v..........................._.............._............:.................:........... GONTINUOU5 LATERAL BRACE ALTERNATE A (3) OR MORE ADJACENT 51MILAR TRUSSES (SEE ::::::::::::::.::::::::::::::::::::::::::.::::. ................ ;:.:.;:::;:;:::;;:;: INDIV. TRUSS SHOP DRAWINGS FOR LOGATIONS) ,...................................... .......................... 2x 5TRON6BAGK MAY BE INSTALLED FOR GON5TRUGTABILITY TO KEEP EVEN 5PAGIN6 AT BOTTOM GHORD (NOT REOV FOR 5TRUGTURE) GONTIN. LATERAL BRAGIN5 TO LAP AGRO55 MIN. (U DIRECT -APPLIED TRUSS BAY AS SHOWN 6WB GEILIN6 SECTION B-B WEB MEMBER REQUIRING B BRAGIN6 AS INDICATED BY TRU55 MANUFACTURER 2x STRONC76AGK 2x 5TRON6BAGK5 MAY BE (NOT REOV FOR INSTALLED FOR GON5TRUGTABILITY STRUCTURE) TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REOV FOR 0 5TRUGTURE) DIRECT -APPLIED PLYWD/05B V DIRECT-APPLIE,7 / �'L' OR 'T' BRACING ® v 6WB GEILIN6 -/ WE65 DE51614ATED BY TRU55 MANUF. TYPICAL TRU55 ELEVATION PERMANENT TRU55 � 5RAG I NG PETA I L5 $ NOTES SCALE: NONE DIRECT APPLIED GEILIN6 S 3e 2n 3r 3r 2n: 3e GOMPONENT $ GLADD I NCB PRE55URE ZONES Gomponent5 $ Gladdina Wind Pres5ure5 UP TO 140 MPH Wind Zone ExI2.. B, Ri5k Gat. II EnG 1 o5ed, 0.15 Int. Pre55ure Goef f.. MEAN ROOF ZONE PRE55URE5© ZONE PRE55URE50 HT: 25 FT. (P5F) (P5F) ROOF (HIP) 5 +14A -26.6 2r +14A -36.8 200 TO 21" 2e +14A -36.8 3O +14A -36.8 Oi +14A -28.3 2r +14A -45.1 ROOF 2e +14.G -28.5 3e +14A -45.1 (GABLE) 20' TO 21" 0 +14.1-1 -45.1 O +14A -53.6 O +21.2 -22A WALLS O5 +21.2 -28.3 NOTE:Pre55ure5 charted here are allowable pressures and are permitted to be Converted per A5GE 1-16 Section 2.4.1 to get an equivalent ultimate load pressure. Divide allowable pre55ure5 by a factor of 0.6 to obtain ultimate pressures. Values are based on worst case scenario of 10 p5f (eff. area). Refer to notes on 5-0.0 for roof/wall nailing requirements. seal:�I`a�d m ® ® a ® d �c ' AT O F s © copyright : MULHER� P ZOZ structural Engineering, Inc. a(D Z Ji-= W w Z c c.0 rn Z w 0- a Zoc � Q H ♦ v it = t cc W °) cn j C, E Jz "90 W 2C9 y m Ln W C N C■ M M M&K project number: 068-2001 1 project mgr: ,JSB drawn by: DJ R issue date: 01-14-2 2 REVISIONS: date: initial: 4 (O O U. H w � W O z J � a d 0 d ox J ..a LETTERED DETAIL5 ARE TYPIGAL FOR NUMBERED DETAIL5 ARE PLAN TH 15 HOME � 5HALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REOU I RED ALL APPL I GABLE AREA5. THE5E WHERE 5PEG I F I GALLY I ND I GATED DETAIL5 ARE NOT "GUT" ON THE PLAN5. ("GUT") ON THE PLAN5. sheet: PBS SI34� Fo 5tr9�e a;