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HomeMy WebLinkAbout36800 Yesler DrABBREVIATIONS AB ANCHOR BOLT MAS MASONRY A.F.F. ABOVE FINISH FLOOR MAT MATERIAL ADJ. ADJUSTABLE MAX MAXIMUM ALUM. ALUMINUM MC MEDICINE CABINET ANCH ANCHOR MECH MECHANICAL 4 ANGLE MIN MINIMUM @ AT MIR MIRROR ML MICRO LAM BD. BOARD M.O. MASONRY OPENING BF -BI-FOLD MTL METAL. BLDG. BUILDING BM. BEAM N.I.C. NOT IN CONTRA(T BLKG BLOCKING (NTS) NOT TO SCALE B.O. BOTTOM OF B.P. BI-PASS DOOR OBS OBSCURED BRG. BEARING O.C. ON CENTER ERK. BRICK OHGD OVERHEAD GARAGE DOOR OPER OPERATOR C.J. CONTROL JOINT OPNG OPENING q CENTER LINE OPT OPTIONAL CMU CONCRETE MASONRY UNIT OSB OPIFN T ED STRAND gc "►tU COL. COLUMN OZ OUNCE CONC. CONCRETE 1/R ONE ROD COND. CONDITION 1/S ONE SHELF CONT. CONTINUOUS CANT. CANTILEVER PC PRECAST CLG. CEILING PDS PULL -DOWN STAIR CM CROWN MOLDING PK1 POCKET DOOR CR CHAIR RAIL PNL PANEL. PLYWD PLYW(',: 'D D DRYER PREFAB PREFAbttiCATED d PENNY PR PAIR DBL.. DOUBLE PROJ PROJECTED DIA. DIAMETER PSI POUNDS PER SQUARE IP CH DIR. DIRECTION PSF POUNDS PRE SOUAP.E FOOT DN DOWN P.T. PRESSURE TREATED DR D W D SOH WASHER QUAD I QUADRUPLE DWG DRAWING D.S. DOWNSPOUT RAF REFRIGERATCR 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 aC 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. fRIPLE TYP TYPICAL H HIGH HC HOLLOW CORE U.N.O. UNLESS NOTED OTHERWISE VERT VERTICAL_ HGT. HEIGHT V.L...I.F. VERIFY LOCA-! 10H IN FIELD HDR. HEADER I1B HOSE BIBB W WASHER HORIZ. HORIZO14TAL W/ WITH wC WATER CLOSE-. INSUL. !NSULATION WD WOOD INT. INTERIOR WELD WIRE MESH LAV. LAVATORYWWM WDW WINDOW LT LAUNDRY TUB ff � VT] a rl I aTI TM ("" v ---.) r) '6-4 " i P5, 90 Matawan Road aff Matawan, NJ 07747 (732) 383-2200 EMERALD ASPIRE ELEVATION "B" 36800 YESLER DRIVE ZEPHYRHILLS, FL 33542 TERMITE TREATMENT TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMI'TICIDES, 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." LOT 040 AREATABULATION. �N I O 1 ST FLR A/C 968 SQ. FT. 2ND FLR A/C 1353 SQ. FT. TOTAL A/C 2321 SQ. FT. ENTRY _ 36 SQ. FT. GARAGE 386 SQ. FT. LANAI _ 120 SQ. FT. TOTAL U R 2863 SQ. FT. BUILDING DATA THESE PLANS HAVE BEEN PREPARED TO MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 7th Edition (2020) RESIDENTIAL w/ APPLICABLE SUPPLEMENTS OCCUPANCY: R3 BUILDING TYPE: VB SPRINKLED: NO DRAWING INDEX CS1 COVERSHEET & BUILDING DATA CS2 GENERAL NOTES A1.1 FIRST & SECOND FLOOR PLANS A2.1 FRONT & REAR ELEVATIONS A2.2 SIDE ELEVATIONS A3.1 ROOF PLAN A4. i STAIR & RAILING DETAILS A5.1 BUILDING SECTIONS A5.2 TYPICAL WALL SECTIONS vr,,-, WATERPROOFING DETAILS WF2 WATERPROOFING DETAILS E,I.1 FIRST & SECOND FLOOR ELECTRICAL PLANS Pi.,, SLAB PENETRATION PLAN S-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN S-1.2 SECOND FLOOR FRAMING PLAN S-1.3 ROOF FRAMING PLAN SD-1 FOUNDATION DETAILS SD-2 STRUCTURAL DETAILS SD-3 STRUCTURAL DETAILS PDO!3-1 STRUCTURAL DETAILS ALL WopK SHALL C NA DUN AL'ELEC7 BL! L N1G WOD PR�AILING AL ELE�rR10 �I - ` E. AND THE CITY rF ?k�Hy ' ORDINANCES RHILLS uc� cr- W Lu z O = O }� >ccc¢0 LU =) U) Lu <�� T-frLuwQ J U) W w IrIr Y 0 H z �u-00cn z z ~ z Uj Q � z J 11J CL = cca. a0Q =2Z1-U) �I-a?o q) �R, J Q 0 cd Q w v w a 0 Lo U) z 0 w 0 0n U M z A WJ 9 x w O_ QC cn W cn O 0")Q Z a Q Q a Q 0 Uzi COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6102 RELEASED: 10/25/21 SHEET cs I Ile DWELLING -GARAGE SEPARATION: R302.5 DWELLING -GARAGE OPENING AND PENETRATION PROTECTION N - FROM OPENINGS AND PENETRATIONS THROUGH THE WALLS OR CEILINGS SEPARATING THE DWELLING G 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 MB D R SEPARATION REQUIRED BY THIS STRUCTURE(S) SUPPORTING FLOOR/CEILING ASSEMBLIES USE FOR S O QU 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: R3 2. FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR WALL AND CEILING FINISHES os s 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 El 36 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. 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_wnwr±CQ. 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 I KNOWLEDGE. WINDOW OPENING CONTROL DEVICES WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL G O C S 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 I 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 1 MM AND NOT MORE THAN 11/4 INCHES 32 MM SHALL NOSING PROJECTION NOT LESS THAN 3/4 INCH (9 ) O ( ) S L 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. R70JA 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 U S S UCTIONS 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 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 LAYER F ASTM D22 TYPE II PE III R TYPE I S O S 6 OR ASTM D4869 TYPE O Y E V UNDERLAYMENT SHALL BE INSTALLED AS FOLLOWS: APPLY A 19-INCH (483 MM) STRIP OF UNDERLAYMENT FELT PARALLEL TO AND STARTING AT THE EAVES FASTENED HOLD S S SUFFICIENTLY TO HO 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 II 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 INSTALL!: T"ON OF CLAY AND CONCRETE TILE SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S 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 SP'a ,FIED 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: 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. CEMENT PLASTER FINISH OVER MASONRY SHALL BE 5/8" THICK TEXTURED PER COMMUNITY STANDARDS. 2. CEMENT PLASTER FINISH OVER WOOD SUBSTRATE SHALL BE 7/8" THICK (3) COAT STUCCO OVER ( ; LAYERS OF WATER RESISTANT BARRIERS IN ACCORDANCE WITH FLORIDA BUILDING CODE 7TH EDITION 2020) RESIDENTIAL, R703 AND ASTM C926. TEXTURE PER COMMUNITY r 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 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. is W uj POOH W Z W O > cc Q O W Z) C, I- (1)UWw < Z) w F- D-<W W cr oSZZ�W cc n Q < Z Ill n- 2 IY 2 ZO =W07 �F-a?o Z � Q n n Q Z la- 0 U) o w 0 O Z O In 0 o w Z o w A w 2 w O Ix U9 z Z CEhi, S�•,.G'��'. Nik77824 • it r • r •ccr 347E0F:2 .4 0 R 1 eee LINK ALUSA SPRINGS PLAN # 6 RELEASED: 10/25/21 SHEET CS2 :7 z Dd n z u n u _ z _n r r i D r i r .0 D z Q �7 x J n n L > r L J n n u r L K 11 n u 2 D _ z z CC z > D 00 00 e'M 0 O N U) O Lo O cM _ .... 71 1 A5.1 1 ` ROOF BELOW I� —�— --- - I °35'-0" 01 y I I I 3'-6" - 9'-4" 1 22'-2" I *3050 SH 1 36N60" ACRYLIC 3-SIDED ACRYLIC 3050 SH I (36"X60" GRESS) I SHWR PAN SURROUND OWNERS - - UB PE�I BATH "' comm,.-_!, LAV LAV 8'-0" CLG _ �'� SPEC 16'-11" BRK 13'-200 2ll �b _ Z—b --� SHOWER HEAD - to & CONTROLS 3 N �� OWNER'S SUITE _ N6'-7 8'-0° cLG _---a&s_—_ F- HALL OS WIC 3 BATH 8'-0" CLG 8'-0" CLG -- 22N30" - i - - TTIC In t tiCESS a0 1 = 11 --- t DRYER I� I cP c7 VENT `/ F.-__ �� I = II I I cn It I (2) 2X4 - - - _BR - o i X� i t 1.WALL OPT. 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WATERLINE 2X6 WALL lqt Lo co OD ch U) c 1 0'-0" 7'-2" 1 A5.1 I I 35'-0" 12'-0" 6" I 11'-0" 611 70, STUCCO WRAPPED BEAM @a T-8" — — — w co STUCCO WRAPPED a 1` 4X6 POSTS gd LANAI 3: 6 8'-8" CLG OU 00 MOISTURE RESISTANT DRYWALL CEILING FIRST FLOOR PLAN SCALE: 1 /4"=1'-0" 12X12 COL. I I I35'-0„ I I DI 9'-4" 35 SH *25 SH 8'-0" 37"x63" H LL �g0bo '-o' ,- 34"X60" -' 00 ACRYLIC Cr) SHOWER PAN SHOWER HEAD & CONTROLS LEGEND SYMBOLS e BUILDING/WALL SECTION SHT MARKER OINTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE �S ELEVATION STEP BRKX FLOORING BREAK WALL TYPES 2x WOOD/STEEL FRAMED 0 PARTITION INTERIOR PARTITION w/ INSULATION CMU WALL CMU WALL w/ FURRING & INSULATION NOTE: INTERIOR WALLS ARE DRAWN TO ROUGH DIMENSIONS STAIR DIAGRAM IJ 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 SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL SOLID SURFACE SPACED Rt6" O.C. FOR COUNTERTOP VERHANGS GREATER THAN 10" TOP PLATE I, 2„ MAX 2x4 STUD WALL SEE PLANS FOR WALL LAYOUT n 1/2" GYP. [BASE CABINET AS BD. PER SHOP DWGj N WD.BASE MOLDrNG FINISH FLOOR jT FINISH F OORi rSUBFLOOR TYPICAL DOOR PLACEMENT DIAGRAMS ODOORS LOCATED WITHIN A LENGTH OF WALL ARE TO BE CENTERED UNLESS DIMENSIONED OR NOTED OTHERWISE. w } _ CC 00� > cr o ¢w �(n U W=FQ- (L) w W norcrcr_ otf Z Z P W � 4 Q m Z W CL (L p O U = Z U- (n H Q Z p cri Or n Q 0 # Z U) u 0 Z o u J W m U)a cjj�-o o U) 0 oLLO W W o DOORS LOCATED ADJACENT TO WALL �� �5.. • • ' i r r''y� ' GINTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOQR �• �Pa.��G E rd s �� • 0 i' U) 7782{ ~ JAMB UNLESS DIMENSIONED OR NOTED ;� * ' CD OTHERWISE. • w > w •. :• P ,• �, •: w 'v I , .' w LINKS A ALUSA CC SPRINGS X PLAN # 6102 w RELEASED: 10/25/2i w SHEET p z z A1.1 ¢ O z �C WINDOW TRIM DETAIL SCALE: 3/4"=1'-0" WINDOW SILL DETAIL SCALE: 3/4"=1'-0" 1'-10" SCORED RAISED BAND FOAM PANEL DETAIL SCALE: 3/4"=1'-0" ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 4" WIDE STUCCO BAND (+1) 6" FASCIA 4" WIDE STUCCO BAND (+1) 18" DECORATIVE FOAM SHUTTERS 4" WIDE STUCCO BAND (+1) 12 5 REAR ELEVATION SCALE: 1 /4"=1'-0" 12 5 12 5 5:12 ROOF SHINGLES PER COMMUNITY SPECS (TYP.) FIN. FLR. BLDG. HEIGHT 22"x38"STUCCO 0 PANEL DETAIL ROOF SHINGLES PER 12 COMMUNITY SPECS 12 (TYP.) SLOPE 5:12 5 12 —1 - 4" WIDE STUCCO BAND (+I) 5 �\_ N - �` - . , _ 6" FASCIA �...� T.O. WALL T.O. WINDOW 7�- - � - F - 18" DECORATIVE FOAM � J SHUTTERS - r 2 4" WIDE STUCCO BAND (+1) o -1 s 00 CJ \ / I N F! _ _ _ 6:12 ROOF SHINGLES PER I -- /�� "3050 SH (V *3050 SH CJ 12 i 3050 SH COMMUNITY SPECS (TYP.) (V 6 4" WIDE STUCCO BAND (+1) N T.O.2ND FL _ T.O.2ND FL 44 1 co - T.O. MASONRY _ _AN 4 I�i�lf n_--U_ -A 4"WIDE STUCCO AE] [A Ll ri __ =T1 16070 GARAGE DOOR FRONT ELEVATION SCALE: 1/4'=1'-0" 00 _�- - T.O. WINDOW r- 4" WIDE STUCCO BAND (+1) I O co c0 - 12x12 COLUMN co I` �7� -"25 SH FIN. FLR. 3068 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 & C 1063 REQUIRM ENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C 1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C 1063 (CURRENT EDITION) SHUTTER DETAIL SCALE: 3/4"=1'-0" FOAM/POLY 1 " NECK TRIM �- 12" CMU COLUMN, SAND FINISHED STUCCO I 9 SQUARE COLUMN DETAIL SCALE: 3/4"=1'-0" IY W 2 CC ui Wz0= o>_ H W o a o �❑ CnUcr wW Q =cr- W ~g J U)IJJ- ❑CCIrIr Y01-Z LLOO(o Z Z Z ~ Lu Z_ ccQ J W 0- m cc =Zu-U) �F-QZ❑ cz-CIZ c O � Q H z O O O w U wi O w ..j I a O I� 0 O cts F A z O x w LLM 2 w O R 1z W Z U) a a a a a ti GENS�c'•.G '.� 7824 •* ,• L.ir FN�5 20 :: UNKS-ATCALUSA SPRINGS PLAN # 6102 RELEASED: 10/25/21 SHEET A2. I 12 5 LEFT ELEVATION SCALE: 1 /4"=1'-0" 12 5 5:12 ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 9. T-� 12 12 r �1 a of%nc c+ulsin_l co oco RIGHT ELEVATION SCALE: 1/4"=1'-0" PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH A>rF•.. x i .. e..:y •: SANDFINISH TRIM COLOR 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) .��' N 7824 •: Z'p : 8T E F io����• . . cc W WZO= o} >c ao W Z) 0 I - Cc w U) 3: w Q=WI- w W W a 5 cr IY m 06 zzZoW W CL Q 2 2 � a �U)a00 =ZW(n ?o �F-QCZ n a c cor O �¢ Q cn 0 Z 0 o 0 w 0 w � A0i I I I w w Z o a o U �o I �Z 44444 03 zo21 L COMMUNITY: LINKS AT C LU A SPRINGS PLAN # 6102 L RELEASED: 10/25/21 i SHEET A292 ' gym. - ! N N co <O 1 � w ROOF PLAN SCALE: 1 /4"=1'-0" 1'-0° LOWER ROOF ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 120 SQ. FT. 1 IS SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SO. IN. / LF. 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 1353 SQ. FT. 649 SQ. IN. UPPER VENT 40% NET VENT MIN. 260 SQ. IN. UPPER VENT 50% NET VENT MAX. 325 SO. IN. UPPER VENTS REQUIRED 48" TAMCO OFF -RIDGE VENT (138 SI NET FREE) 2 VENTS NET FREE AREA UPPER ROOF VENTING 276 SQ. IN. NET FREE AREA SOFFIT VENTING 373 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SQ. IN. / LF. 57 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 FOR ASPHALT SHINGLES REFERENCE TO SECTION R905.2 FOR TILE ROOFING REFERENCE TO SECTION R905.3 zs N 4 r • •9� 's TOJE F iio,,nt� 4.0 R0 P ilfiS"'4NALe %v 18111111110% W r Cr WZO= O H WILLI �Er<0 WC)— cnUWw Q w F- J (1) W LU zzzZ = W W—�Q2 J �=CCa =ZOu 2 H Q Z a cz r` CZ h O � �i Q sH 2 0 U 0 a 0 0 0 0 w w 0 F U 0 (n 0 i" � C ��add Z ., • r • NOV, 0 5 2021 COMMUNITY: LINKS AT ALU A SPRINGS PLAN # 6102 RELEASED: 10/25/21 SHEET A3. I 1 X8 C (RIPP CASII BY SF GYP. 2X4 KNEEW/ BASE BOA PER SPEC STAIR SECTION SCALE: 1 /2"=1'-0" SKIRT BOARD / CURB DETAIL SCALE: 1 "= 1'-O" SKIRTBOAF PER SPEC. KN E EWALL DETAIL SCALE: 1 "= 1'-O" AT FOOT OF STAIR ,,,,,Ill/ffff ♦,�.��5 G. Fq�� 00 IA ,����P�;\►�GENSF ••, N 77824 :1 S i OF lool O R �ffl/Iill1�� Iz W >- = Ii >-=- �O F >oCQO UJ a F- cl�UW < F- cc g J�wm �c 06°ooU) QZzpw �JQ2-1 WCC 5=ZO(D 2F-Q?rL CIO O zd� O $� Q 2 O O � t3 a '� i-I Imcjj A 0 0 O A � w w O K U W 0 Z Oo. �Z4Q4Q4 1 ~ NOV 05 2021 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6102 RELEASED: 10/25/21 SHEET A4. I 12 5 PRE-ENG. ROOF TRUSSES (SEE FRAMING SHEET FOR DETAILS) INSULATION PER ENERGY CALCS. / I HALL 42" LOW WALL - TRY �I BrijCL -- , BUILDING SECTION SCALE: 1 /4"=1'-0" 12 5 MECH I 12 ROOF SHINGLES PER COMMUNITY Z 5 SPECS. (TYP.) LOFT GREAT ROOM 12 I 5 PRE-ENG. ROOF TRUSSES (SEE INSULATION PER ENERGY CALCS. FRAMING SHEET FOR DETAILS) BEDROOM 3 EXTERIOR WALL BATT. INSULATION CL SEE ENERGY CALCS 2 CAR GARAGE 42" WA CL , BUILDING SECTION I� -- — T.O. WALL T.O. WDW \ EXTERIOR WALL \ BATT. INSULATION \ SEE ENERGY CALCS ACV 1 ——T.O_2ND FL — -- — -- — T.O.M� ----- T.O. WDW --- FIN_ FLR_ ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) OWNER'S SUITE DINING AREA T.O.-WALL T.O. WDW 0 0o IR - EXTERIOR WALL BATT. INSULATION SEE ENERGY CALCS 0 cV QO F- T.O.2ND FL ------- T.O.M r- bo ----- T.O. WDW r FIN_FLR_ as —Ioj in N N z U) E s G FRcl cr- W J H W WzO� WWZO >R¢O W u) w cc Q=W� a- W w m cr cr- cc: YOF--z 06u-0_OU) zzz�z CCga�� W D-2cr.a �cn000 = z u- (A �I— <zE a cz- cz /1 O O �¢ Q d G 78 4 • •• E OF • �.` p. $ •. F••.., OR � NOV COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6102 RELEASED: 10/25/211� -jall4 i SCALE: 1/4"=1'-0" A5. i 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 TOP OF PLATE (REFER TO ELEV.) INSULATION AS '� c'= 2X ALUM WRAPPED FASCIA DRIP EDGE BD. w/ALUM PER SPECS. E PRE-ENGINEERED 091 SOFFIT INSTALLED PER GABLE END ROOF MANUF. SPECS TRUSS - REFER TO 2X PT BLOCKING STRUCTURALSr;� HURRICANE STRAP - REFER TO 1/2" (MIN.) CLG. BD. `, STRUCTURALS TYP. HIPPED PENT ROOF DETAIL SCALE: 1/2" = 1'-0" 2-STORY - FRAMED WALL 12 �—j SEE ROOF \�J PLAN INSULATION PER — COMMUNITY SPEC. SEE ENERGY CALCS. 1/2" (MIN.) CLG. BD. WINDOW PER PLAN PROVIDE BATT INSUL. PER ENERGY CALCS. PRE-ENGINEERED FLOOR TRUSSES w/ 3/4" SUBFLOOR SCREWED AND GLUED - REFER TO STRUCTURAL DRAWINGS FOR SIZE AND ORIENTATION I_ . 1/2" (MIN.) CLG. BD. DRAFTSTOPPING AS PER R302.12 WHEN CONCEALED SPACE EXCEEDS 1,000SF ix6 PT DRAPE BLKG ABOVE WINDOWS WINDOW PER PLAN GYP. BD. WINDOW SILL 1/2" GYP. BD. OVER RADIANT BARRIER INSULATION (R-4.1) ATTACHED TO 1x2 PT. FURRING @ 24" O.C. BASE BOARD SEE )F P 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 7 t 2X LEDGER BOARD gK TOP OF C.M.U. (REFER TO ELEV.) INSULATION AS 2X ALUM WRAPPED FASCIA PER SPECS. BD. w/ALUM DRIP EDGE G� 1/2" (MIN.) CLG. BD. E SOFFIT INSTALLED PER MANUF. SPECS PRE-ENGINEERED 2X PT BLOCKING GABLE END ROOF HURRICANE STRAP - REFER TO TRUSS - REFER TO STRUCTURALS STRUCTURALS TYP. PENT ROOF DETAIL SCALE: 1/2" = 1'-0" 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 WALL (REFER TO ELEV.) —2X ALUM WRAPPED FASCIA BD. w/ALUM DRIP EDGE —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 STRUCTURAL PLANS OL TOP OF FLOOR (REFER TO ELEV.) MID -WALL WEEP SCREED/EXPANSION JOINT OL TOP OF CMU (REFER TO ELEV.) LTOP OF WINDOW (REFER TO ELEV.) SEE STRUCTURAL DRAWINGS PRECAST WIN. SILL $" CMU BLOCK w/ CEMENTITIOUS FINISH SLOPE GRADE AWAY FROM HOUSE 0'-0" FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. 2-STORY WALL SECTION SCALE: 1/2" =1'-0" 2-STORY - FRAMED WALL ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS PROVIDE 2X4 FRAMED ENCLOSURE FOR ELECTRICAL PANEL, FINISH W/ 8" GYPSUM BOARD ELECTRIC METER----_______, LOCATION - SEE PLANS. VERIFY INSTALLATION IN FIELD STUCCO FINISH EXTERIOR \ CMU BLOCK WALL NOTE: ELECTRICAL PANEL IS TO BE INSTALLED ACCORDING TO ALL APPLICABLE LOCAL, STATE AND NATIONAL CODES. VERIFY PANEL f---11 GYPSUM - GYPSUM BOARD BOARD z 3 1/2" Z" GYPSUh w GARAGE a BOARD NICHE FOI ELECTRIC PANEL & WIRING CV ELECTRICAL co j� PANEL ELECTRIC PANEL N CO EXTERIOR co CMU BLOC WALL iv CONCRETE CONCRET CURB REFER CURB REF TO PLANS TO PLANS C:(1N(:RFTF DIMENSIONS PRIOR TO SLAB ON GRADE AT CONSTRUCTION. GRADE GARAGE 12 SEE ROOF PLAN I I -- - -_ _ EE ' \ --- E V. 1/2" (MIN.) CLG. BD. (8" TYPE'X' GYP. BD. TO BE PROVIDED WHEN LIVING SPACE IS ABOVE GARAGE) ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR — SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER R905.1.1.1 (SEE SHEET CS2) — PRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. —HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. -($TOP OF C.M.U. (REFER TO ELEV.) 2x6 ALUM WRAPPED FASCIA BD. w/ALUM DRIP EDGE SOFFIT INSTALLED PER MANUF. SPECS it PT BLOCKING —SEE STRUCTURAL PLAN 8" CMU BLOCK W/ CEMENTITIOUS FINISH (BEYOND) 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. _ l- TOP OF C.M.U. I (REFER TO ELEV.) 2x6 ALUM WRAPPED FASCIA 1/2" EXTERIOR SOFFIT EE BD. w/ALUM DRIP EDGE BD. W/ KNOCKDOWN E V. PLASTER FINISH SOFFIT INSTALLED PER SEE STRUCTURAL MANUF. SPECS PLANS { 2X PT BLOCKING 8" CMU BLOCK W/ CEMENTITIOUS FINISH EXPANSION JOINT SLOPE GRADE AWAY DRIVEWAY PER COMMUNITY FROM HOUSE GARAGE SLAB, 4" SPECS - SEE STRUCTURAL PLANS SLOPE SLOPE 0 -01 SLOPE Ilk 01-0 `r FIN„ FL. FIN. FL. 'FOUNDATION A PER STRUCTURAL DRAWINGS WALL SECTION Qr GARAGE DOOR SCALE: 1/2" = V-0" ATTIC OR SECOND FLOOR LIVING SPACE REFER • PLANS • 4# • R' i:1 FLOOR ELECTRICAL PANEL NICHE AT CMU BLOCK WALL --FOUNDATION PER STRUCTURAL DRAWINGS TYP. CMU COLUMN @ LANAI/PORCH SCALE: 1/2" = V-0" NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION ca U) z a w co w H Jl SCALE: 1/2" = V-0" BARRICADE PLUS WRB (OR APPROVED EQUAL) * TYPICAL AT ALL WOOD TO MASONRY TRANSITIONS - 2X FRAMING FLOOR -SHEATHING PER SPEC. RIM BOARD REFER TO STRUCT DWGS. 60 MIN. GRADE D PAPER G BACKED LATH �- WALL SHEATHING j r" 7/8" 3-COAT STUCCO _ SHEATHING FLUSH WITH BLOCK WALL j MID -WALL WEEP ;REED/EXPANSION j JOINT 6" SELF ADHERED 5/8" I CEMENTITIOU �\ 1 COATING BUILDING FELT ON TOP OF CONC. BLOCK UNDER FLOOR MAINTAIN 1/8" GAP MEMBERS BE SHEATHING CONCRETE AND TOP OF BLOCK BLOCK WALL EXPANSION JOINT (EJ) AT FRAME & MASONRY SCALE: 1/2" = 1'-0" PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRED TIED y TO LATH @ 9" O.C. MAX. (VERT.) NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ 8" LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION \�lt4" TO 1/2" GAP MIN„-'' FASTENERS TO BE SPACED @ 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. io "L" 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 "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 ROORWALL CREED X5 "L" TYPE CONTINUOUS GALV. IETAL FLASHING (NAIL TO ROOF IECK, NOT WALL SHEATHING) INDERLAYMENT PER CODE .AP SHINGLE - DO NOT NAIL, 4STALL WITH ROOF CEMENT IOOF CEMENT 'HINGLE ROOFING PROVIDE 2X4 BLOCKING FLAT MAX. 6" TO 8" FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL STUD WOOD SHEATHII BARRICADE PLUS WF (OR APPROVED EQUA LAP SIDING (PER BUILDEI 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 SHEATHINI UNDERLAYMENT PER COE CAP SHINGLE - DO NOT NAIL, INSTAL WITH ROOF CEME� a dr— J gam= Lu r' D ROOF CEMEP SHINGLE ROOFIN "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 ROOF/WALL SCREED 5X5 WALL FLASHING KICK -OUT FLASHING (SEE DTL. BELOW) 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 3" BARRICADE PLUS WRB (OR APPROVED EQUAL) WOOD SHEATHING WOOD CONSTRUCTION 60 MIN. GRADE D PAPER BACKED LATH METAL LATH 7,,MID-WALL WEEP SCREED 6" SELF-ADHESIVE FLASHING 8" THICK, 3 COAT CEMENT PLASTER HORIZONTAL WEEP SCREED SCALE: N.T.S. STEP 1 STEP 2 Q FOLD FOLD @ FOLD INWARD @ PT. A STEP 3 B C FOLD @ 77' FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C 4 FOLD INWARD @ PT. A CREASE @ PT. B STEP 4 WATERTIGHT SEAL. FOLD. DO NOT CUT. BOTTOM FLANGE FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C FOLD PT. C OVER PT. B TILL PT. C TOUCHES BOTTOM FLANGE cc W }2T_ �00} � >cr<0 LU ::) p I- cr- (nUww apwFg— JU)LLI- IY IY LL °SZZ�W W Q cc a- a �cc (np00 Z)=ZLL(A �I-QZp cz rO Q p O �Z U) j o � o 0 w cl U O z LLM o 0 0 O 0 a w A � LLi w 0 r U w 0 cn 0119 cs a444 a. E iv 4 . . WFV Q;�`a,`� C A CALUSA SPRINGS PLM #6102 RELEASED: 10/25/21 SHEET WP I BgRRICAD "zW 8419A/CA0 Erm B,qR )91CADEr TM BARBICApE BARAICAOE� 7M BARBICApE 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. BARRICADETM BARRICADETM BARRICADE" i ; BARRICADETM i� BARRICADETM 6ARRICADETM BARRICADETM 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". Secure BarricadeTM Plus firmly in place by fastening it every 12"-18" along the vertical studs using large -headed or plastic cap nails or minimum lit crown staples. You may install it over wood based, foam insulative, or fiberboard sheathing or exterior gypsum board. BARRICADETM BARRICADETM BARRICADETM BARRICADETM BARRICADE 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 BARRICADE 3 BARRICADETM BARRICADETM BARRICADE Make an inverted "Y" cut in the --------__. wrap at window rough opening. Make diagonal cuts at the top of the rough opening corners. Example BARRICADETM BARRICADETM BARRICADETM 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) i D) I SEAL EDGE OF P.T. WOOD BUCK TO MASONRY 6y, RRICADETM BARRICADETM ic nstall window. Flashing details around window: ,q 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. 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 BARRICADETM BARRICADE e�99icA�F�a low Q U Q Z �G ```,� S %�FR/ N W wz0= O H wcc¢O p It c�UWw ¢�W— J U) W W ,6LL00W Z Z Z ~ Z J <Q _j W a = cc p jcnp0U �=ZLL(D �I-¢?o CZ CZ n (Z �Z ~ k �o U) 4 F- W (9 Z • -Ccc *0 T�ST OF ,,,N A%-S ? OMMUNITY; UNKS AT CALU A SPRINGS PLAN # 6102 RELEASED: 10/25/21 u SHEET 1f WP2 WRB INSTALLATION SCALE: N.T.S. WOOD OPENING WATERPROOFING SCALE: N.T.S. y SiM W ldi b IJWlk.0 :IIYI pl l i \ f \ i i I I I vv // I II 11 LANAI i I I I I ADD BLOCKING VP I I I I II It ( I I A/C i I I DISCONNECT II 11 i I ,Fh ' 3-BULB L J/ I WNER'S — LL� BATH WP (__- -i —TvT OWNER'S SUITE - - - -- 3-BULB --- HALL OS WIC M X-DBATH ADD BLOCKING CD - I ESI D, DF—Tyl TA LIGHT FIX. 0— _ _ I i i t v -- I I - - I ---- _ j LAUNDRY I I I I I I 1 1 1 1 1 1 1 1 1 -- n _- _�---- -- I I I I I I I I MECH TS NilCI 1 O RI I i i I I i G c� �__ _ -1 _��. �(�=j � ' _-�--1-- �-' _—�---I I �� - LOFT 71' DOCONN�CT HALL `- ---- J �--� A� ING ►M 4 ADD BLOCKING BEDROOM 3 1 L - 0.____ r- r I I I I f I I I I I SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4"=1'-0" ADD BLOCKING CL ADD B BEDF CHGFI 3 U I� UNDER-SINI<�� SWITCH FOR 20 AMP CHGFI DISPOSAL KITCHEN DINING AREA GREAT ROOM DEDICATED OUTLET FOR MW G€'� w RANGEir i ADD CHGFI i BLOCKING ADD IL BLOCKING LL Ill CD cc EF. 3 1 1 1 1 1 1 1 1 1 1 II I I I I PTRY i i �i i i i i i I Tq LI H I S I I I I I I I I It 2 D O RI I I I 1 I I 1 I I I I I I 3-BULB I I I 1 I I I I I II 1 I CW 3 cn i - c� rzov EX STE 2 CAR GARAGE BATH LIN. IRRIGATION GFI TIMER GFI42"AF -- - CL PREWIRE FOR CM N GARAGE DOOR FIELD ELECTRICA — OPENER VERIFY M PANEL ON 2X GFI FOYER METER WALL (V.I.F �...._._-..___- ----------------------------- --_ _.-------------_---- EXTRA SUITE IAJ --� BEDROOM ADD BLOCKING I I I � I cl) cn �FY FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4"=1'-0" .B. FOR' -A j CHIMES j ENTRY WP ---------- DATA I Iv ipcil 2" PVC CONDUIT 2-2/0 COPPER 1-1/0 COPPER OR 2-4/0 ALUMINUM 200 AMP 42 METSR 1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT #4 COPPER OR ALUM. BREAKER PVC 1 /2" PVC CONCRETE ENCASED GROUNDED ELECTRODE ELECTRICAL RISER DIAGRAM NOT TO SCALE ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET USB COMBO OUTLET WALL SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH - KEYLESS LIGHT FIXTURE - CEILING MOUNTED LED LIGHT FIXTURE - WALL MOUNTED INCANDESCENT LIGHT FIXTURE 0 VAPOR PROOF LIGHT FIXTURE *G LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN 4 EXHAUST FAN/LIGHT COMBINATION ® CHIMES (OPTIONAL) O PUSHBUTTON SWITCH (OPTIONAL) ® COMBINATION SMOKE / CO2 DETECTOR ® SMOKE DETECTOR 14 TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) om ELECTRIC METER .i ELECTRIC PANEL —a"- 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. 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 Ir w �-_Ir LU �00Z: Lu >OwC¢O F— (AVwW Q�W�. Jtow— lY cr IY off Z Z p W rr:� Q < Z w0-=oca �U)a0_Q I� QZcz zI � ^ 2 Z H 0U) o � Aa 0 as 0 i 0 u u o ca U �..� w ' A U? j x w� Now" 1.1n1 i ` w t c w i t c t Z 0 i V F N W � c � c t c c c c t U F ul Q Z r S aaaaa c c c t c I. i L c L c COMMUNITY: c SPRINGS PLAN # 6102 L L RELEASED: 10/25/21 L SHEET E• , —IN N (0 N SLAB PENETRATION PLAN SCALE: 1/4"=1'-0" Ct W Wz0= O H >oW[¢0 Wp�- (nUWw Q pcc W ~ J ((/) W W p cr cc Er Y O I— z Z z Z O Z ��Q�J w CL ZiU)pOU Z2zLL(_n �F-QZp cz cz O z O U FQ- w F- O F- 3 cc w z z a cr O z ° u o o I.,., u I—1 c c C U 9 ° ° u 0 I~ Z ° u W.jw C O Z u La a ° � a`e ° OO u i = C A ° cn u u u F u C w w 0 u u u z F i u U C o G u ° C ° ° 0 u U C O� l,ZKK.A9L< ° ° c u h_ 0 a u 0 U 0 COMMUNITY: LINKS AT CALUSA o SPRINGS L PLAN # 6102 RELEASED: 10/25/21 u SHEET c p 1 0 1 MASONRY LINTEL ASSEMBLIES SEE SCHEDULE AND SPECIFICATIONS FOR ADOL INFO MIN. p) C4LR5E/BM i MIN N GOUR5E/BOND L4J I BEAM ABOVE LINTEL I LLa I BEAM ABOVE LINTEL F:6ROin r 11 6ROI,T BOTTOM REINF. PRECA5T LINTEL ►r/ I p. I PRECAST LINTEL. w/ EMBEDDED REINF. EMBEDDED REINF. MB-1 MB-2 rr---T" rr - T-, I ii-i- TOP COURSE, IF " + �-- ' L4J I TOP COURSE, IF "L4J i REQb P62 ARCH. I ---� REQb PER ARCH. TOP REINF. OR GONT. CONT. BOLA BEAM BOND BEAM REINF. REINF. A5 REQb 6ROUT 6ROUT BOTTOM REINF. �I -�a• -�IPRECAST MB-3 BOTTOM REINF. LINTEL r✓ EBEDD N _ra ry MB-4 PRECAST LINTEL W EteEREW MA50NRY LINTEL DETA I L5 REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT MB-1 8F8-oB/oT ----- ----- MB-2 8F8-IB/OT ----- (1) #5 MB-3 SF16-I13/IT (1) #5 (1) #5 M5-4 8RFI4-I6 ----- ----- APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S GONGRETE. NOTES; I. ALL LINTELS H/ 5PAN5 GREATER THAN 14'-O" SHALL BE PRE5TRE55ED. 2. SHORE FILLED LINTELS A5 REQURIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT SHALL BE 6RADE 60, fy=60 ksi 6. ALL LINTELS SPEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOGATED DIREGTLY ABOVE THE OPENING BELOW SHEET L 1ST INDEX SHEET DE5CRIPTION SHEET TITLE 5-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOGK PLAN 5-1.26 SECOND FLOOR FRAMING PLAN 5-1.3A ROOF FRAMING PLAN 50-1 FOUNDATION DETAILS 50-2 STRUCTURAL DETAILS 5D-3 STRUCTURAL DETAILS PB5B-1 STRUCTURAL DETAILS 6ENERAL STRUCTURAL NOTES FOUNDATION • OE516N 15 BASED ON lth EDITION (2020) FLORIDA BUILOIN6 CODE. • FOOTING DE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING GAPAGITY OF 1,500 P5F. • ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT W/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALLS TO SLAB WITH Y4" DIA. x A14" LONG TAPGONS 0 32" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORRO51ON-RE515TANGE GOMPATIBILITY OF HARDWARE $ FA5TENER5 IN CONTACT H/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER $ HARDWARE SUPPLIERS TO GOORO. • CONCRETE OE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWIN6 MINIMUM COMPRESSIVE 5TREN6TH5 IN 28 DAYS, U.N.O.: f'c = 2,500 psi: ....... FOOTIN65 2,500 psi:....... SLABS ON 6RADE (INTERIOR $ EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTIN65 AND 5LA55 ON 6RADE SHALL BEAR ON GLEAN, FIRM VIR61N 501L OR GLEAN FILL COMPACTED TO A C15% PROCTOR VALUE • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOK5 SHALL BE PROVIDED AT DI5GONTIN0005 END OF REINF. • GROUT SHALL BE A5TM G416 F'c=3000 P51 H/ MAX %" A66RE6ATE • CONCRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE STRENGTH OF Ig00 PSI (F'M = 1500 P50. ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON AGI 530/530.1 • REINFORCED GMU CORE5 (AS INDICATED ON PLAN) SHALL ED BE REINFORCED H/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL AL16N WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTING DOWEL. • GROUT SOLID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" GONT. FULL LENGTH OF WALL H/ (1) #5 BAR GONT. (TYP. ® EXT. PERIMETER) • PROVIDE (1) #5 BAR GROUTED SOLID ON EACH 51DE OF ALL MA50NRY 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 HALLS. (AS SHOWN ON PLANS) • ROUGH OPENIN65 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF SLAB WOES, AND OTHER LOGATION5 WHERE SLAB GRAGK5 ARE LIKELY TO DEVELOP. EXACT LOGATION5 PER BUILDER. • SAW GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH OF THE SLAB (I" FOR A 4" SLAB) • JOINTS SHALL BE LOCATED 0 12-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE A5 GL05E TO 5QUARE5 A5 P0551BLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION 5PEOFICATIONS (TYP. U.N.O.) DESCRIPTION OF 131-06. ELEMENT 3"xO.131" NAILS 3"x0.120" NAILS J015T TO 50LE PLATE (3) TOENAILS (3) TOENAILS* 50LE PLATE TO J015T/BLK6. (3) NAILS 0 4" o.c. (3) NAILS 0 4" o.c. 5TUD TO 50LE PLATE 2 TOENAILS (5) TOENAILS'" TOP OR 50LE PLATE TO STUD 2 NAILS 3 NAILS RIM TO TOP PLATE TOENAILS ® 8" o.c. TOENAILS ® 6" o.c.* BLK6. BTWN. JOISTS TO TOP PL. (3) TOENAILS (5) TOENAIL5* DOUBLE STUD NAILS 0 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE NAILS 0 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE LAP SPLICE q NAILS IN LAPPED AREA II) NAILS IN LAPPED AREA TOP PLATE LAP 0 CORNERS $ INTERSECTING WALLS (2) NAILS (2) NAILS * 2Y2"xO.113 15 AN AGGEPTABLE ALTERNATIVE TO A 3x0.120", SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE * ARE SHOWN) THI5 MODEL HA5 BEEN DE516NED IN AGGORDANGE WITH THE Ith EDITION (2020) FLORIDA BU I LD I N6 GODE (SEGTI ON 160q) LATERAL DE516N REOU I REMENTS FOR THE FOLLOWIN6 WIND SPEED $ EXPOSURE ONLY: 140 MPH - EXP. B WIND I MPORTANGE EAGTOR = 1.0 INTERNAL PRESSURE GOEFF I G I ENT = ENGL05ED, +/- 0.0 ANY WIND SPEED/EXPOSURE NOT LISTED HERE REQU I RE5 FORMAL EVALUATION $ APPROVAL FROM M+K STRUCTURAL EN61 NEER I N6. EXTERIOR I$ SHEAR HALL SHEATH I N6 SPECIFICATIONS INDICATES LOCATION AND EXTENT OF 5HEARWALL WHIGH REQUIRES 5HEATHIN6 AND/ OR FASTENING 5PEGIFIGATION5 BEYOND THAT OF 5TNDRD CONSTRUCTION 5YMBOL SHEAR PANEL SPED. 15/32" PLYWOOD OR 05E3 FASTENED w/ PI 2Y2"xO.13I" NAILS @ 6" o.c. ALON6 PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. 15/32" PLYWOOD OR 05E3 FASTENED W P3 2Y211x0.13I" NAILS @ 3" o.G. ALON6 PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. STANDARD EXTERIOR WALL SHEATHING REQUIREMENTS: SHEATHE ALL EXTERICR WOOD FRAMED WALLS H/ 15/32" PLYWOOD OR 05B FASTENED H/ 2-"xO.131" NAILS ® 6" O.G. AT ALL PANEL ED&E5 AND ® 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL E06E5 SHALL OCCUR OVER FRAMING OR 2X BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL E06E AND FA5TENIN6 2. ALL 5TRUG-PURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING ® I6"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED T06ETHER H/ 3�'2"xO.131" NAILS ® I6"o.c. USE (8) 3Y2"xO.131" NAILS ® EA. LAP SPLICE. (TYP. U.N.0) 4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARWALL5 AND EXTERIOR W.ALL5 ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENINGS. 5. SEE ARCHITECTURAL DRAWIN65 FOR ADD'L WALL CONSTRUCTION REQUIREMENTS. 6. ALL EXTERIOR HALLS ARE CONSIDERED 5HEARWALL5. 1. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. 8. A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENIN65 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LONG AS THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 E06E NAILING 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 33(6 SPAN 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 !Va' THICK, APA RATED 5HEATHIN6 Rf, EXPOSURE 105E OR PLYWOOD PEI ACCORDANCE WITH THE UL DESIGNS SPECIFIED. Kindow i Door Allowable Wind Pre55ure5 140 MPH Wind Zone Ex o5ure B®® OPENING SIZE INTERIOR ZONES END ZONE5(D 8' Garage Door +18.5 P5F/-20.q P5F +18.5 P5F/-20.q P5F 16Garage Door +I1.1 P5F/-Iq.1 PSF +I1.1 P5F/-Iq.1 P5F 10 SOFT. +21.2 P5F/-22.q P5F +21.4 P5F/-28.3 P5F 20 SOFT. +20.2 P5F/-22.0 P5F +20.2 P5F/-26.4 P5F 50 SOFT. +Ig.O P5F/-20.8 P5F +Ig.O P5F/-23.q P5F 100 SOFT. +18.0 P5F/-Iq.B P5F +18.0 P5F/-22.0 P5F 500 SOFT. +15.8 P5F/-11.6 P5F +15.8 PSF/-I1.6 P5F MEnd 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). 13Pre55ures charted here are 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 FRAMING. • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS CONNECTORS. • ROOF SHEATHING SHALL BE 1/16" MIN. 0513/PLYWOOD SHEATHING 24/6 EXP05URE I. FASTEN SHEATHING TO ROOF MEMBERS H/ 2 %NO.113" RING SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL E06E5 $ 0 6" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END $ DRAG TRUSSES H/ RING SHANK NAILS 0 3" O.G. (U.N.O.). PROVIDE BLOCKING ALONG PANEL ED6E5 AT FIRST 2 TRU55 BAY5 FROM GABLE END. PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED ED6E5. • ROOF SHEATHING FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW H/ 51MP50N VTGR GLIP5 o 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPEGIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER WTGA $ TPI'5 BG51 I GUIDE TO 600D PRACTICE FOR HANDLING, IN5TALLIN6 $ BRAGING OF METAL PLATE GONNEGTED WOOD TRUSSES." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH $ SHORT SPAN ROOF TRU55E5 H/ 2x4 LEDGER FASTENED TO FRAMING P42) 3"xO.131" NAILS o 16" O.G. UPLIFT CONNECTORS BEARING CONDITION TRU55 CONNECTOR LENGTH < 15' 51MP50N H2.5T 51N6LE ROOF TRUSS BEARING ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRU55 BEARIN6 ON ALL 51MP50N HT520 WOOD STUD WALL/WOOD BEAM SINGLE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL ROOF 6.T., FLUSH BEAM OR ALL (2) SIMP50N HETAI6 FLUSH 6.T. BR6. ON GMU WALL ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR AS LISTED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DESIGN THE UPLIFT GONNEGTOR5 PER SECTION 2.2 OF AN5I/TPI-2014 "NATIONAL DE516N 5TANDARD6 FOR METAL PLATE CONNECTED WOCD TRU55 CONSTRUCTION". M$K HAS ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT CONNECTORS AND LOA05 PER TH15 DRAWING SHALL SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR SPECIFICATIONS AND LOADS SHOWN ON THE SHOP CARDS. LEGEND • INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • �� BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL • I: :I EXTENT OF OVERFRAMIN6 •- - -- INDIGATE5 1/8"A" SAW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HAN6ER INDICATES P05T ABOVE. PROVIDE SOLID BLOGKIN6 UNDER P05T OR JAMB ABOVE. HOLDOAN / STRAP SCHEDULE SYMBOL 5PEGIFIGATION FASTEN BUILT-UP POSTS SUPPORTING ROOF 63. TO GMU WALL H/ (1) 51MP50N M5TGM40 STRAP H/ (12) Y4" 5T-1 DIA x V4" LONG TAPGON5 INTO GMU. DE516N AGGOUNT5 FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5. (USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.0) GENERAL 5TRUCTURAL NOTES • DE516N IS BASED ON lth EDITION (2020) FLORIDA BUILDIN6 CODE. • WOOD FRAME ENGINEERING 15 BASED ON NOS, "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DE516N LOA05: ROOF LIVE = 20 P5F DEAD = 1 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 5TAIR5 $ DEGK5) = 30 PSF ® 5LEEPIN6 AREAS = 50 P5F ® 6ARA6E = 200 # POINT LOAD ® GUARDS/HANDRAILS = 50 P5F ® GUARD IN -FILL GOMPONENT5 DEAD = 10 P5F (20 P5F TOTAL ® TILE) WIND ULTIMATE WIND SPEED $ EXPOSURE AS LISTED R15K GATE6ORY II GENERAL FRAMING • EXTERIOR WOOD STUD BEARING WALLS 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 15TUD' 6RADE LUMBER o 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALLS SHALL BE CONSTRUCTED WITH 2x '5TUD' 6RADE MEMBERS SPACED 0 16" O.G. (MAX.). • ALL NON-BEARIN6 INTERIOR STUD WALL5 SHALL BE GON5TRUGTED WITH 2x '5TUD' GRADE MEMBERS SPACED o 24" O.G. (MAX). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK 5TUD $ (1)2x KING STUD, MINIMUM. - THE NUMBER OF 5TUD5 SPECIFIED AT A SUPPORT INDIGATE5 THE NUMBER OF JACK STUDS REQUIRED, U.N.O.. • ALL HEADERS, BEAMS $ OTHER STRUCTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAM5 $ HEADERS W/ 3-ROW5 OF 3"xO.131" NAILS 0 12" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 $ 2x8 MEMBERS. • FACE NAIL BUILT UP 2x P05T5 W/ 3'W.131" NAILS o 16" O.G. STAGGERED. APPLY NAILING FROM BOTH FAGE5 A 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL GONNEGTION5 (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALLS H/ 1/16" 05B FASTENED H/ 2Y2"x0.131" NAILS o 6" O.G. ® E1?6E5 $ 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL EDGES. TYPICAL U.N.O. ON THE PLANS. • PROVIDE 50LID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL P05T5 GONTINUOU5 TO FOUNDATION/BEARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 PSI; E=1.55x10A0 p51 •LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10A9 psl • FOR 2 $ 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OF 3"x0.131" NAILS ® 6" OIG OR 2 ROW5 Y4"x3Y2" 51MP50N 505 5GREW5 (OR 3Y2" TRU5SLOK 5GREW5) 0 16" 0/G. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FAGE5 FOR 3-PLY CONDITION. LOCATE TOP $ BOTTOM NAIL5/5CREW5 2" FROM EDGE. 50LID 3Y2" OR 5Y4" BEAMS ARE ACCEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 $ 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OFY4"xb" 51MP50N 505 5GREW5 (OR 6 3/4" TRU55LOK 5GREW5) ® 16" O/C. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES (ONE 51DE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. A SOLID 1" BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL 5TUD5 IN CONTACT H/ GMU HALLS SHALL BE PRESERVATIVE TREATED AND FASTENED H/Y4" DIA. X 4" LONG TAPGON5 o 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 HANGERS SHALL BE SPEGIFIED BY I-JO15T /TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • I-JOI5T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY • FLOOR 5HEATHIN6 SHALL BE 23/32" CONFORMING TO P52-04, 24" O.G., EXPOSURE I, TONGUE AND GROOVE EDGES, FASTEN SHEATHING TO FRAMIN6 MEMBERS W/ GLUE AND 5'W.131" NAILS b" O.G. AT PANEL E06E5 $ 12" O.G. AT INTERMEDIATE SUPPORTS. TYPICAL STAIR CONSTRUCTION NOTES • (3) 51N6LE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR LANDING, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM H/ (1) 51MP50N A35 CLIP AT EACH 5TRWER. • FASTEN 2x6 P.T. PLATE TO CONCRETE SLAB H/ (3) 3/16" DIA. x 3 Y2" LONG TAPGON5. • FASTEN END 5TRIN6ER5 TO ADJACENT WALL5 H/ (2) 3"x0.131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE 3/4" FLOOR DEGKIN6 ON RI5ER5 AND I" FLOOR DECKING ON TREADS. • SEE STAIR FRAMING SECTION FOR MORE INFO. seal: 77124 #• •* • �•�• ; r • , rs 9• 8 T OF 2021 St'dura V i eering, Inc. aCD z J� W W z z W J Z� cr� WW W T 3: J1- z W O_ CO) W oe 0 d E Q� .a a cm� m o Y 2 m 0 A CV MW project number: 068-200 1 1 project mgr: .J S B drawn by: D R issue date: 10-1 9-21 REVISIONS: date: initial: 11/02/2021 EMG sheet: SM0.0 51-211 351_011 31-211 ' ij 1-0" 61-411 11-011 41-/ 11 / 41-1011 I T— I r- I LEGEND n#noun� � • � • • • _ _ _ BEARING WALL ABOVE • BEAM / HEADER • m — — LOCATION AND EXTENT OF 5HEARWALL EXTENT OF OVERFRAMING • — --- ----INDIGATE5 1/8"A" 5AW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE ....... (5EE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE SOLID BLOGKING UNDER P05T OR JAMB ABOVE. MA50NRY LINTEL PETA I L5 REINFORCEMENT MARK DE5I6NATION TOP BOTTOM SHEAR REINFORCEMENT MB-1 8F8-013/OT ----- ----- MB-2 8F8-IB/0T ----- (1) #5 MB-3 8FI6-I5/IT (1) #5 (1) #5 MB-4 8RFI4-15 ----- ----- APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE, QUALITY PRECAST GO., AND LOTTS GONGRETE. NOTES: 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 PRE5TRE55E1? LINTELS. 5. ALL REINFORCEMENT SHALL BE GRADE 60, fy=60 k51 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTEL5 ARE TO BE LOGATED DIREGTLY ABOVE THE OPENING BELOW MASONRY LINTEL A55EM5L I E5 5EE 56HEDULE AND 5PECIFICATION5 FOR ADD'L INFO r MIN (1) COURSE/BOND I LQ i MIN. (1) CADURSE/BONP I QJ I BEAM ABOVE LINTEL I BEAM ABOVE LINTELOW6Rour O BOTTOM REINF. PRECA5T LINTEL w/ I� g, I� PRECAST LINTEL W -t EMBEDDED REINF. T—"1` BIDED REINF. MB-I MB-2 COURSE, �r �� I {-- TOP IF in I L4J+t— TOP C.CJIIRSE, IF I L4J READ PER ARCH. READ PER ARCH. CONT. BOND BEAM TOP REINF. OR C40W. REINF. A5 REQb BOND BEAM REINF. 6ROVr GROUT BOTTOM REINF. BOTTOM REINF. TPREGA6T LINTEL W/ EMBEDDED REINF. PRECAST LINTS I-$-� EMBEDDED REINF.. MB-3 ry M15-4 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES ff SCHEDULES `I��.F.•• ' I` N sF .�I�c No 8 TE OF ;�,.•••� P•: mow. ,�Ocopyright: MULHULHIk UL 5 2Q0 Strudural Engineering, Inc.' Z J� w w Z c� z r. w J Q CQ. '� ac z= A U_ r q- W C X Q Q A Jz �� W C Y 8 y W m C N C M O. M&K project number: 068-200 1 1 project mgr: J S B drawn by: D R issue date: `j 0- 1 9-2 1 REVISIONS: date: initial: 11/02/2021 EMG d J LL o w Q z O x d Q a 5LOGK PLAN 'J SCALE: 1/4"= I'-O" (22x34 SHEET) SCALE: 1/6"=1'-O" (IlxI 1 SHEET) ~ U W O O � o� LLJ J J sheet: F11111111112.0 FASTEN DROPPED BEAMS TO POSTS PER DTL U/5D-3 (TYP. OF 2) 5T-I C ABA46Z BASE (TYP. OF 2) REAR LANAI DROPPED BEAMS: (2)2xl2 W YY OSB/PLYWOOD BTWN. PLY5 (TYP. OF 3) 6" FLOOR TRU55E5 ® 24" o.c. (MAX) Lloo. 0 0 LU ii w LL } �_ } O _JO —1 tY � tY11 O x O X H m m L J L J L XL J L J IL J r - FLUSH 61 RDER TRUSS (2)13/4"x16" LVL FLUSH OR ?�1(2)2x6 FLOOR 61RDER TRU55 A IL JI IL J r -1 TYP. STAIR SFRAMIN6 -SEE DETAIL 1/50-3 I I A 2ND FLOOR FRAM I N6 PLAN SCALE: 1/4"=1'-0" (22x34 SHEET) SCALE: I/6"=1'-0" (110 SHEET) -4E31 i D-2 ST-I ST-I LEGEND • ® INTERIOR BEARI146 WALL • _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL EXTENT OF OVERFRAMIN6 --'---'J • 1.11._...----INDIGATE5 I/8"A" 5AW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE El (5EE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOCKING UNDER P05T OR JAMB ABOVE. HOLDOAN / 5TRAP 5GHEPULE SYMBOL 5PEGIFIGATION FA5TEN BUILT-UP P05T5 5UPPORTIN6 ROOF G.T. TO GMU WALL w/ (1) 51MP50N M5TGM40 5TRAP w/ (12) Y4" 5T-I VIA x V4" LONG TAPGON5 INTO GMU. DE516N AGGOUNT5 FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5. (05E ONE STRAP TOTAL PER BUILT-UP P05T, U.N.0) ROOF FRAMING • 5EE ROOF TRU55 UPLIFT CONNECTOR 5GHEDULE FOR ALL ROOF TRU55 GONNEGTOR5. • ROOF 5HEATHING SHALL BE 7/16" MIN. 05B/PLYWOOD SHEATHING 2446, EXPOSURE I. FA5TEN 5HEATHIN6 TO ROOF MEMBER5 w/ 2 3/8"xO.113" RING 5HANK NAIL5 (R5R5-01 OR EQUIV) ® 6" O.G. AT PANEL E06E5 4 ® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END $ DRAG TRUSSES w/ RING 5HANK NAIL5 o 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALONG PANEL EDGES AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" 5TYLE GLIP5 ALONG UNSUPPORTED E06E5. • ROOF SHEATHING FOR MAIN ROOF TRU55E5 SHALL EXTEND GONTINUOU5LY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY 5ET5. FASTEN EACH TO TRU55 BELOW w/ SIMP50N VTGR GLIP5 o 24" O.G. • ALL METAL HAN6ER5 SHALL BE 5PEGIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERN15E NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER WTGA d TPI'S BG51 I GUIDE TO 6000 PRACTICE FOR HANDLING, IN5TALLIN6 d BRAGIN6 OF METAL PLATE GONNEGTED WOOD TRU55E5." • ROOF TRU55 5HOP D16165. SHALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • 5UPPORT PORCH 4 5HORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER FA5TENED TO FRAMING w/(2) 3"xO.131" NAIL5 ® 16" O.G. UPL 11=T GONNEGTOR5 BEARING CONDITION TRU55 GONNEGTOR LENGTH < 15' SIMPSON H2.5T 51N6LE ROOF TRU55 BEARING ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRU55 BEARING ON ALL 51MP50N HT520 WOOD STUD WALL/WOOD BEAM 51N6LE ROOF TRU55 OR PORCH ALL 51MP5ON HETAib BEAM BEARING ON GMU WALL ROOF 6.T., FLU5H BEAM OR ALL (2) 51MP50N HETAI6 FLUSH G.T. BR6. ON GMU WALL ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE GONNEGTED WITH GONNEGTOR A5 L15TED ABOVE. IT 15 THE RE5PON51BILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N 5TANDARD5 FOR METAL PLATE CONNECTED WOOD TRU55 GON5TRUGTION". MdK HA5 ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENT5 OF A5GE-7-16. ALL UPLIFT GONNEGTOR5 AND LOA05 PER TH15 DRAWING SHALL 5UPER5EDE THE TRU55 MANUFACTURER'S UPLIFT GONNEGTOR 5PEGIFIGATION5 AND LOAD5 5HOWN ON THE SHOP GARD5. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES S SCHEDULES ie • ;��GEN�;�• <, o 9 AT OF �• tie . iAV'%O � 2021. © copyright: MULHERN & KULP Structural Engineering, Inc. 0 CD z J� W W z N CD z W J Q Oa.. fy °C ¢-- .a = E U CC oc WF- co -2 q) -. a Jz a' r- W c y W m _ N �. M 11 7 M&K project number: 068-2001 1 project mgr: ,J S B drawn by: DR issue date: 10-1 9-21 REVISIONS: date: initial: 11/02/2021 EMG 1 sheet: Cz C Sm 1.2 LE6ENP • ® INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL I: • : : I EXTENT OF OVERFRAMIN6 LL'i -'J • - - ---INDICATES I/8"A" SAW GUT CONTROL JOINT INDICATE5 LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE SOLID BLOGKIN6 UNDER P05T OR JAMB ABOVE. 1 L U J L 14 D) D L U J L ROOF FRAMIN6 • SEE ROOF TRU55 UPLIFT GONNECTOR 5GHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF SHEATHING SHALL BE 1/16" MIN. 056/PLYHOOD SHEATHING 24/6, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.113" RING SHANK NAILS (R5R5-01 OR EQUIV) ® 6" O.G. AT PANEL ED6E5 $ ® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRA6 TRUSSES w/ RING SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOCKING ALONG PANEL E06E5 AT FIRST 2 TRU55 BAY5 FROM GABLE END. PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR GLIP5 ® 24" O.G. • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • EREGT AND INSTALL ROOF TRU55E5 PER NTGA rf TPI'5 BG51 I GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6 $ BRAGIN6 OF METAL PLATE CONNECTED HOOD TRUSSES." • ROOF TRU55 SHOP DN65. SHALL BE SUBMITTED TO ARCH $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORGH $ SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"xO.131" NAILS ® 16" O.G. UPLIFT CONNECTORS BEARING GONDITION TRUSS CONNECTOR LENGTH < 15' 51MP50N H2.5T SINGLE ROOF TRUSS BEARING ON > 15' 51MP50N HIOA HOOD STUD HALL/HOOD BEAM ROOF GIRDER TRU55 BEARING ON ALL 51MP50N HT520 WOOD STUD NALL/WOOD BEAM 51N6LE ROOF TRU55 OR PORCH ALL 51MP50N HETAI(b BEAM BEARING ON GMU NALL ROOF 6.T., FLUSH BEAM OR ALL (2) 51MP50N HETAI6 FLUSH G.T. BR6. ON GMU WALL ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR A5 L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRUSS UPLIFT GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT CONNECTORS AND LOADS PER THIS DRAWING SHALL SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR SPECIFICATIONS AND LOADS 5HONN ON THE SHOP CARDS. REFER TO S-O.O FOR TYPICAL STRUCTURAL NOTES ff SCHEDULES �e a(��� �P.•�,�c•E IV o 4 \ z rt E OF • 3 .0i �'. A ; ,jib v�v NAL ENN% © copyright: MULHERN KP�21 stru CD z JLU W w Z �C— Z z w +� a z .n W� cn Q) Q m E A o z W p o COm W C N M&K project number: 068-2001 1 project mgr: .J S B drawn by: D R issue date: 1 0-1 9-21 REVISIONS: date: initial: 11/02/2021 EMG z 0 J X� J LL ---Z----� w U) Q z 0 x z a Q a ROOF FRAM I N6 PLAN J SCALE: 1/4"=1'-O" (2244 SHEET) i LL SCALE: 1/6"=1'-O" (IlxI1 SHEET) LL O 11" U) � 0 0 Z x JJ sheet: SmI.3 FILLED CELLS (5EE PLAN) 4" GARAGE TOP VIEW 8" CMU BLOGK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB FOUNDATION DOWEL MIN. - (5EE PLAN) �GORNER 30" 6ROUT GELL 50LID GONG, OR PAVER GARAGE WALL d - DRIVEWAY �— BEYOND _ _ a3 o GRADE m e� 111 I I—III—I11—I 111-11 M I 1=1 I1=1 I I. =1 11=1 11= cx I _III :' 11-1 /-6ARA6E 5LAB (5EE PLAN) - 11 MI I -1 -1 I I- -1 1-I I m I I III a ° • 1=1 I I III—III—III- III —I I I —I 11- -I 1I- r d ° e A, d i—TTT— I6"x8" THICKEN E06E H/ (2) #5 GONT. THICKENED EDGE ® GARA &E DOOR DETAIL 1) #5 DOWEL w/ 6" HOOK AT VERT. HALL REINF. ' I l I I i 1=III=III —III (5EE PLANS FOR LOCATION) GLEAN COMPACTED FILL o q5% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY H/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE H/ (2) #5 BARS 1-5TORY: 1'-0" HIDE W/ (2) #5 BARS FOOT I NC7 5ECTI ON N BLOCK DETAIL SCALE: MS - U SCALE: MS 8" GMU BLOCK 8" HIDE GONT. 8" CHU BLOCK GONG. CURB BEYOND (1) #5 VERT. FROM FT6. EXTERIOR DOOR TO BOND BEAM. LAP w/ FOUNDATION DOHEL GARAGE 5LAB MTL. THRESHOLD —� MIN. 30" GROUT GELL (5EE PLAN) SET IN SEALANT SOLIDLo > PAVERS (5EE PLANS) z Q 0 6RADE d III —III —III —III III —III —III —III —I l i I I I —I 11=1 I I —III—' ' '=111' 1711F:0� '=1 I IM 11= tY 1=1 I I O '—III—� z '—I I I- III —I I I= ` d° ° ° I I —III —III d I I:" --I I—� III II #5 DOWEL H/ 6" HOOK AT _ I I _ v—III—I ALL VERT. HALL REINF. 111=� 1111—III— — 1111 , I I' (5EE PLANS FOR LOCATION) - GLEAN GOMPAGTED FILL o g5% jell TH MONOLITHIC FOUNDATION STANDARD DENSITY H/ (2) #5 GONT. ON CHAIR-5 2-STORY: 1'-4" HIDE w/ (2) #5 BARS I -STORY: I'-0" WIDE H/ (2) #5 BARS 5 GArRA�GE CURB DET1� I L SCALE: M5 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 (5EE PLAN) PORCH/PATIO/LANAI SLAB OR PAVERS (5EE PLANS) d ° ° PER MANUF. —I I1=1 I I I=1 I I I —I I I —I I I— —III—III= of I —III III —I I I-111—I I- -I I I —I III —I I° I-111—III M. I i —I I I- I —I I I I I=III—III- _ 1=I m III I I I=1 I I —III- LU I 1=1 I — III —I 11= m l I I I I —I i I —III —III I I I�_ I —III —III —III —I I —I'' MONOLITHIG GLEAN COMPACTED III =I I �-11 FOUNDATION H/ (2) #5 FILL o q5% 5TANDARD HI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-51ORY: 1'-4" HIDE H/ (2) #5 BARS 1-5TORY: 1'-0" WIDE H/ (2) #5 BARS EXTERIOR OUT51NING s 56D POURED 5ILL5 DETAIL R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE 5LAB (5EE PLAN) ° e d (Mmil I I III1I=I I I= -Ii —MONOLITHIC, Ii �l 1 1—I111 I I GLEAN GOMPAGTED I I I— FOUNDATION H/ (2) #5 FILL o g5% STANDARD HI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" HIDE VJ/ (2) #5 BARS ENTRY DOOR DETAr I L PRE55URE TREATED BOTTOM PLATE Y2" )xb" LONG 51MP50N TITEN HD 5GREH5 0 4'-0" O.G. AND 12" MAX FROM END OF HALL i H e ed ° 1-1 11 U . 1'-41I UPLIFT CONNECTORS SUCH A5 STUD PLATE TIES, HURRICANE GLIP5, AND ANCHOR BOLTS ARE NOT REQUIRED ON HALLS NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. HALL HHIGH REQUIRE SUCH HARDWARE HILL BE SPECIFICALLY NOTED ON PLAN. NT. BEArRI NG WALL rOOTI NG DETAIL, PATIO/PORGH/LANAI SLAB (SEE PLAN) 8"AY THICKENED — SLAB H/ (1) #5 GONT. THICKENED EDGE DETAIL 3 SCALE: MS 8" GMU BLOCK- (1) #5 VERT. FROM FT6. 1 BOND BEAM. LAP w/ FOUNDATION DOHEL MIN. 30" GROUT CELL 50LID PORGH/PATIO/LANAI SLAB OR PAVERS (5EE PLAN) �i EXP JOINT v m ° d d e° ° I—III- d ed —i I I —III: 111—III—I ° i 1=III=111- ` a =1II=1 R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) 1) #5 DOHEL H/ 6" HOOK AT III-11I ALL VERT. HALL REINF. ' I III=III=III=1 I III- (SEE PLANS FOR LOCATION) GLEAN COMPACTED '—'If I I I —III —III , .I I III -III— FILL o 15% MONOLITHIC FOUNDATION STANDARD DENSITY HI TH H/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" HIDE w/ (2) #5 BARS 1-5TORY: 1'-0" HIDE H/ (2) #5 BARS EXTERIOR HALL @ PORCH/PATIO/LANAI DETAIL SCALE: WS Y2" GYP. BD. EA. 51DE OF 2x4'S A 16" O.G. Y2" J-BOLTS 6" FROM EA. r END OF WALL AND SPACE o 32" O.G. 2" L (6" MIN. EMBED) —QW, Y_ STUD PLATE TIES PER :_ PT BOT. PLAN o STUD TOP 4 PLT. BOT. O d d • • °d (2) #5'5 CONT. IAV 3" MIN. CLEAR UPLIFT CONNECTORS SUCH AS STUD PLATE TIE5, HURRICANE GLIP5, AND ANGHOR BOLTS ARE NOT REQUIRED ON HALL5 NOT 5UBJEGT TO A CALCULATED NET UPLIFT FORGE. HALL HHIGH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. GARA &E 5TEP DOWN DETAIL SCALE: M5 8" CMU (1) #5 VERT. FROM FT6. TO — BOND BEAM. LAP w/ FOUNDATION DOHEL MIN. 30" 6ROUT GELL SOLID z_Q S � O RADE I I I=I I I=I I I=I I I= z ' 1 1 I 1=1 — — PVC CHASE SLEEVE TO BE f ' I� III —III I I 1=1 I 1=1 Tw1GE THE DIAMETER of 1=111—III---- —I1I—I 4 ' I I III I I-1 11=1 I I —I =1 I i-OTEGTED PIPE GLEAN COMPACTED I — . ,Jill , I I I —III 111 I I —IIL-11 FILL o g5% HI TH MONOLITHIC FOUNDATION STANDARD DENSITY H/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" HIDE w/ (2) #5 BARS 1-5TORY: I'-0" WIDE H/ (2) #5 BARS DETA�IL)AVS e ° ° °°XII'.,IIII III= R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) seal: ��` �s G. F • 0 8 410 • ; 9 . �AT OF • 4 " ice,, �•••• P• \ z `� .<41 O• o 1*111�r j copyright l4km U 5 202 C Structural Engineering, Inc. CD Z J� W w I Z_ CL) Z < w a J a 0 f� Z� � 8 a v� a Q � � y e W N M&K project number: 068-2001 1 project mgr: .J S B drawn by: DR issue date: 10-1 9-21 REVISIONS: date: initial: 11/02/2021 EMG sheet: Q O J J LL W U p z OIL Q J J d � a w °� F, Y Z W °J SDm 1 SCALE: MS SCALE: M5 PROVIDE SOLID SHIM BETW'N TRU55 d CONNECTOR IF TRU55 LOCATED LE55 THAN I YY FROM CONNECTOR. WHERE TRUSS 15 6REATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 2 %"x0.113" RING SHANK NAILS ® 6" O.G. 2x6 FASCIA -SEE ARCH REINF. MASONRY LINTEL/ BEAM - - SEE PLAN FOR SPECIFICATIONS. SECTION 3 SCALE: 9/4"=1'-0" 2x EXTERIOR WALL -SEE PLAN FOR 5HEATHIN6 AND CONNECTION SPECS. - EXTERIOR WALL 5HT'6. TO RUN - CONTINUOUS FULL HEIGHT OF WALL FROM BOTTOM OF LADDER TRU55 TO TOP OF DOUBLE TOP PLATE 2 Y2'x0.131" ® 3" O.G. INTO SOLE - PLATE LADDER TRU55. FASTEN LADDER TRU55 TO EA. BLK6 PANEL w/ (3)3 Y4"xO.131" NAILS MIN. 2 Y2"x0.131" ® 3" O.G. INTO LADDER TRUSS SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS CONNECT EACH END OF MA50NRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL w/ 24" LE65 FASTEN 50LE PLATE TO TOP CHORD OF LADDER TRU55 w/ 3"x0.131" NAILS ® 6" O.G. FASTEN FLOOR FLOOR TRUSSES 5HT6. TO FIRST -PER PLAN TRUSS w/ 3"xO.131" NAILS ® 6' o.c. FASTEN LADDER TRU55 TO GMU--1 `- 2x4 (MIN) 5PF #2 BLOCKING A5 SHOWN AT BOND BEAM w/ 51MP50N HETAI6 EMBEDDED STRAP ® 16" O.G. STRAP MAY BE INSTALLED ON IN51DE OR OUT5IDE FACE OF TRU55 VERT WALL REINF. TO EXTEND INTO BOND BEAM SECTION 3 S SCALE: 9/4"s I'-0" 8" REINF. GMU WALL -SEE PLAN FOR VERT. d HORZ. REINF. SPECS 48" o.c. FACE NAILED TO TRU55 TOP � BOTTOM CHORD w/ (4) 3"x0.131" NAILS. 8 GMU BOND BEAM FASTEN ROOF 5HEATHING TO FASCIA WITH 2 %"xO.113" RING SHANK NAILS ® 6" O.G. �Q 2x FASCIA -SEE ARCH 2x SHEAR WALL - SEE PLAN FOR SPECIFICATIONS. - C SECTION 25 SCALE: 9/4"=1'-0" FASTEN TOP CHORD OF END TRU55 OR 2x4 NAILER THRU WALL 5HEATHIN6 TO EXT. WALL STUDS w/ 3"xO.131" NAIL5 ® 16" O.G. FLOOR TRU55E5 -SEE PLAN 8" GMU BOND BEAM W/ (1) #5 GONT. - SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS FASTEN ROOF TRU55 TO DOUBLE TOP PLATE w/ (3) 3 Y4"xO.131" TOENAILS SECTION v� SCALE: 9/4'=1'-0' - 2x4 o 16"O.G. FASTENE-D- TO GABLE END TRU55 w/ (20'xO.131" TOENAILS. 6YP5UM BOARE PER ARCH FOR FIREPROOFING q" MAX GABLE END VERTICAL WEB REINFORGIN6 AS REQURIED BY TRU55 MANUF. 3 Y4"x0.131" TOENAILS ® 12" O.G. CONNECTING BOTTOM CHORD TO TOP PLATE FASTEN BOTTOM CHORD OF GABLE END TRU55 TO TOP PLATE WITH 51MP5ON A35 CLIPS ® 32" O.G. FASTEN BOTTOM OF 2x4 -� BRACE TO DBL. TOP PLATE w/ (1) 51MP50N H2.5T d (2)3 Y4"xO.131" TOENAILS FASTEN ROOF 5HEATHING TO END TRU55 OR 2x4 NAILER w/ 2 YZ"x0.131" 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 ® 16" O.G. VERT WALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. GMU WALL -SEE PLAN FOR VERT. 4 HORZ. REINF. SPECS NOTES: FASTEN SHEATHING TO 2x4- BLOGKIN6 w/ 2 %"xO.113" RING SHANK NAILS o 4"O.G. ROOF 5HT6 SHALL BE GONT. 24" MIN ONTO. ROOF `F -1 VIC a1lVIC I CiC/ SECTION 26 SCALE= 9/4'=1'-0' VALLEY SET OVERFRAMIN6 FASTEN EACH OVERFR TRUSS TO TRU55 BELO WITH (1) 5IMP50N VTGR ® 24" O.G. 2x4 BLOCKING w/ (3)3 Y4"x0.131 " TOENAILS EACH END (4) 3 Y4"x0.131" NAILS PROVIDE 2x4 BLOGKIN6 ® 48" O.G. IN FIRST (3) BAYS OF ROOF TRU55E5-GUT TO FIT TIGHT BETWEEN TRU55 BOTTOM CHORDS AND NOTCH AROUND 51LL PLATE FASTEN DRYWALL TO BLOGKIN6 w/SGREWS /NAIL5 ® 6" O.G. TYP I CAL OVERMAM I NG CONNECTION DETAIL SCALE: N.T.S. ROOF 5HEATHING ROOF TRU555 EXTERIOR WALL 5HT'6. TO RUN CONTINUOUS FULL HEIGHT OF WALL FROM BOTTOM OF RIBBON TO TOP OF DOUBLE TOP PLATE 2 Y2'xO.131" ® 3" O.G. INTO--- 50LE PLATE 2x GONT. RIBBON (TOP d BOTTOM) FASTEN TO EA. TRU55 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 BLOGKIN6/RIBBON VERT WALL REINF. TO - EXTEND INTO BOND BEAM 8" REINF. GMU WALL -SEE PLAN FOR VERT. d HORZ. REINF. 5PEG5 SECTION 3� SCALE: 9/4'=1'-0' PROVIDE 50LID SHIM BETW'N TRU55 4 CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2' FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL Q. 2x EXTERIOR WALL -SEE PLAN FOR 5HEATHING AND CONNECTION SPECS. FASTEN 50LE PLATE TO GONT. RIBBON w/ 3"xO.131" NAILS ® 6" O.G. 4 5HEATHING TO GONT. RIBBON w/ 2 Y2"xO.131" NAILS ® 6" O.G. FLOOR TRUSSES -PER PLAN 8 GMU BOND BEAM W/ (1) #5 GONT. omCD Z J� W w \/ Z Z W Q ZH IU WW T W i 4C JH z W e y W 0 rn ti CD d A c E 5 Q E m oo N CO O. M&K project number: 068-2001 1 project mgr: � J S B drawn by: DR issue date: 1 0-1 c� -2 1 REVISIONS: date: initial: 11/02/2021 EMG cz•� a Crz q r I� ALL LAPS IN MA50NRY 25" t n BOND -BEAM � `+ ! 0 I. 2X PT BUGKS/NAILERS SHALL EXTEND BEYOND INTERIOR FACE OF i � J RUNNING BAR WINDOW/DOOR, FASTEN BUCK TO MA50NRY W/ (1) ROW OF W6"x4" TAPGONS 6" �I U. FROM ENDS AND 16" O.G. MAX. TAPGONS TO BE I Y2" MIN. FROM E06E OF BUCK. U HI PRECAST 2. BUGKS LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. �•I•d HEADER STRUCTURAL CONNECTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN W Q z } THIS CASE. HQ 0 x 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X Q. 0 BUCKED OPENING, USE (3) ROWS OF 3"xO.131" NAILS STAGGERED ® 12" O.G. ® i EA. EUGGES51VE BUCK. I--1 4. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING W Z#5 BENT CORNER BAR IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET. Q GROUTED CELL 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) rJ ►•--� 'Q BUCK SPECIFIED ROWS OF 2Y2"x0.131" NAILS ® 16" O.G. FASTEN WINOON/DoOR TO 2X PER �•-� U BY WINDOW/DOOR WINDOW/DOOR MANUFAGTURER'S 5PEG5. MANUFACTURER TYP. CORNER PERT. NALL � LL1 q RE I NFORG I NG DETAIL X 2 � � W,a_ WS H ININPONAPOOR BUCK DETAIL F* � z 4(f W J J LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REGU I RED ALL APPLICABLE AREAS. THESE WHERE SPEG I F I GALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. sheet: SDN2 BOND -BEAM _,---GONTIN. PRECAST HEADERJ__T__ b" GMU PIER ENTIRE COLUMN TO BE 6ROUT FILLED GAST-GRETE GAST-GRETE WINDOW SILL, WINDOW SILL, OR EQUIV. OR EQUIV. i T1 DOUBLE WINDOW gMASONRY PIER DETAIL SCALE: NTS TRJKE WINDOW SIM. NOTES: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 5IW50N ET EPDXY). 2. PROVIDE 3/4" DIA. HOLE FOR DOHEL41:BLOH OR BRUSH GLEAN. 3. FOLLOW MANUF. INSTALLATION INSTRUGTIONS. FUTURE b" GMU A BLOCKTIF171 #5 VERT. BAR TO BE DRILL b" INTO EX15T'6 QLOCATED PER PLAN SLAB, EPDXY 4 DRIVE IN GROUTED CELL I � #5 DOOEL, PROVIDE MIN. 30" LAP SPLICE I I I O ry I I z e. 4 SEE TYP. FOUNDATION DETAILS FOR ADDITIONAL INFORMATION NOT SHORN HERE 14 -1�1—ICI—ICI—ICI " Q ' _,Illlilllll�llllllln M 155ED DOWEL RETROFIT DETAIL SCALE: NTS SIM. o CMU STEM " DROMW 6RADE SEE DETAIL I ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT SHOHN HERE FASTEN EA. ROOF TRUSS TO GMU w/ 51MP50N M5TMI6 TH15T STRAP. FASTEN STRAP TO GMU w/ (4)Y4" DIA. x 2 Y4" LONG TITEN SGREHS PROVIDE M015TURE BARRIER PLATE (PER TRO55 MANUF.) EACH TRUSS. PROVIDE 2x FLAT BLOGKIN6 FIT T16HT TO ROOF TRUSSES ® EVERY OTHER BAY FASTENED TO GMU W (3) Y4" DIA. x 3 Y2" LONG TAPGONS. FASTEN BLOGKIN6 TO ROOF TRUSSES w/ (2) 3 Y4"xO.131" NAILS ® EA. END. RETROFIT DETAIL P SCALE: 3/4 4xb P.T. POST PROVIDE (1) 51MP50N LSTAIb STRAP ON EACH EXTERIOR FACE OF POST, q" MIN END LENGTH DROPPED BEAMS PER PLAN REAR WOOD LANAI TYP. BEAM TO POST CONN. E i�l�� � �1L1191G�Jr SEE DETAIL 3-1 ON STRUCTURAL PLANS FOR ADDITIONAL CONNEGTION INFO NOT SHOHN HERE PROVIDE SOLID BLOCKING A5 REQ'D FOR STRAP FA5TENIN6 FULL DEPTH BLOCKING FASTEN EVERY OTHER (Vb" 055 (MIN.), 13/4" LVL OR TRU55 TRU55 (ev/ WEB BLOCKING FLOOR TRU55E5 BLOCKING PER MANUF) ® 4b" AS REQ'D) TO 2x BLOGKIN6 -PER PLAN O.G. FASTENED TO 2x BLOCKING W (1) 51MP50N A55 CLIP w/ (1) 51MP50N A35 CLIP—, RETROFIT DETAIL Q SCALE: 9/4'=1'-0' FASTEN EVERY OTHER TRU55 TO GMU H/ SIMPSON MT5MI6 TH15T STRAP. FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 Y4" LONG TITEN SGREHS 2xb FLAT BLOCKING (BETWEEN TRUSSES - 16" MIN. LENGTH) FASTENED DOWN TO GMU w/ (3)Y4" DIA. x 3Y2" LON6 TAPGONS ® EA BAY. FASTEN RIBBONL, THRU HALL 5HT6., TO 2x BLOGKIN6 w/ 54"xO.131" NAILS ® 3" o.c. 2x OR 1" 055 DEGKIN6 — (TYP) (1) 5IMP50N - A35 CLIP EA. 5TRIN6ER (3) SINGLE PLY 2x12 SOUTHERN PINE #2 (OR BETTER) STRIN6ER5 (1) 51MP50N A35 CLIP ® EA. 5TRIN6ER 2xb P.T. BOTTOM PLATE FASTENED TO CONCRETE H/ (3) W(," DIA. x 3 Y2" LON6 TAPGONS STAIR SECTION I SCALE: S/4'=I'-0' SEE DETAIL 3b ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT SHOWN HERE FLOOR TRUSSES X -PER PLAN FASTEN BLOCKING TO GMU W 51MP50N MTSMIb TH15T STRAP. FASTEN STRAP TO GMU w/ (4) Y4' DIA. x 2 Y4" LONG TITEN SGREWS 2xb FLAT BLOGKIN6 TO EA. SIDE OF 056 BLOGKIN6 (Ib" MIN. LENGTH) FASTENED DOHN TO GMU w/ (3)Y4" DIA. x 3 Y2" LONG TAPGONS. FASTEN LADDER TRUSS, TO 2x BLOGKIN6 w/ 3"xO.131" TOENAILS ® 3" o.c. RETROFIT DETAIL FLOOR TRUSSES (SEE PLAN) FLOOR 63. - PROVIDE VERTIGALS OR SOLID BLOCKING A EA. STRINGER LOCATION LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN SPEG I E I G AND ARE ONLY REQU I RED ALL APPLICABLE AREAS. THESE WHERE SPEGIFIGALLY INDIGATED DETAILS ARE NOT "GUT" ON THE PLANS. CUT") ON THE PLANS. seal ♦ .. 0 -p cr O: S TE OF ur �. .••O p•.•�N�,% 2421 0 copynght��g"g�� Structural ,gin g Inc. 0 CD Z =J FC w =UJ z i Z w as J Q oc � � E Q E W U C -Wt a E H W 3 T � i� W °D E !A y c� e W m ��hh g N 7 M&K project number: 068-2001 1 project mgr: ,J S B drawn by: DR issue date: 1 0-1 9-21 REVISIONS: date: initial: 1 11/02/2021 EMG sheet: CM C�z SDm3 PERMANENT ROOF TRU55 BRACING NOTES: (51N6LE FAMILY HOME OR TOWNHOU5E GON5TRUGTION, WITH ROOF TRU55E5 5PACE0 NO MORE THAN 24" O.G) I. WOOD TR055E5 SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENT SAFETY INFORMATION (BG51) "GUIDE TO GOOD PRACTICE FOR HANDLIN6, IN5TALLIN6, RE5TRAININ6 4 BRA6IN6 OF METAL PLATE CONNECTED WOOD TRU55E5," (2008 EDITION). 2. TOP CHORD BRAGIN6: TOP GHOR05 SHALL BE BRACED BY DIRECT -APPLIED PLYWOOD/0513 5HEATHIN6. • IF 5HEATHIN67 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FA5TENED TOP CHORD, CONTACT M4K FOR BRAGIN6 DE516N. 3. BOTTOM CHORD BRAGIN6: a. THE BOTTOM GHORD5 SHALL BE BRACED BY DIRECT -APPLIED G.W.B. GEILIN6 4. WEB MEMBER BRACING: THE TRU55 MANUFACTURER SHALL INDICATE THE TRU55 MEMBERS 0*135, VERTIGAL5) THAT REQUIRE LATERAL BRACIN6/RE5TRAINT. a. T' OR 'L' BRACE: WHERE BRAGIN6 15 REQUIRED A5 INDICATED ON SHOP DRAWING, UTILIZE 'T' OR 'L' BRAGE5 (REFERENCE 13651-133 F16URE5 133-16 4 133-19). 5HOP APPLIED REINFORCEMENT PER BG51-63 FIG0RE5 83-22 4 BG-23 15 ACCEPTABLE. • 'T' 4 'L' REINFORGIN6 MATERIAL SHALL MATCH THE 51ZE OF THE WEB/VERTIGAL MEMBER. • 'L' 4 'T' REINFORGIN6 TO BE A MINIMUM OF 90% OF THE LENGTH OF THE WEB/VERTIGAL MEMBER. • FA5TEN 'L' OR 'T' REINFORCING TO WEB/VERTICAL W/ 16d GUN NAILS (0.13lx3 I/2") AT 6" O.G. b. GONTINUOU5 LATERAL BRAGIN6 ALTERNATE: WHEN THREE (3) OR MORE 51MILARLY GONFIGURED ROOF TRU55E5 AL16N, GONTINUOU5 ROW5 OF LATERAL BRAGIN6 MAY BE U5E0 IN LIEU OF THE ABOVE -NOTED 'L' OR T' BRAGE5. • GONTINUOU5 ROWS OF LATERAL BRAGIN6 5HALL GON515T OF MINIMUM 2x4. ROWS SHALL BE LAP 5PLIGED ONE T JJ55 BEYOND IN EACH DIRECTION. 5EGURE BRACE TO EACH TRU55 GOMPRE5510N WEB w/ (2) Ibd 6UN NAILS (0.13101/2"). • GONTINUOU5 LATERAL BRAGIN6 SHALL BE RE5TRAINED BY DIA60NAL BRAGING (MIN. 2" THICK NOMINAL LUMBER 4 MINIMUM 5PF 'STUD' GRADE MATERIAL). TH15 BRAGIN6 15 TO BE CONTINUOUS. PROVIDE ONE ROW OF DIAGONAL BRACING AT VERTICAL WEB MEMBERS OF TRU%E5 GL05E5T TO EACH 6ABLE END WALL 4 ADDITIONAL DIA60NAL5 AT 20'-0" A5 REQUIRED. DIAGONAL BRACE NAILED TO OPP051TE PROVIDE (2) Ibd NAILS o 51DE OF WEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIRECT -APPLIED PLYWOOD/0513 -------------------A\ ROOF 5HEATHIN6 GOMPRE55ION WEB (5LOPIN6 OR VERTICAL) GONTINUOU5 LATERAL BRACE ALTERNATE o (3) OR MORE ADJACENT 51MILAR TRU55E5 (5EE . . . \ INDIV. TRU55 SHOP DPMING5 x FOR LOGATIONS) 2x 5TRON66AGK MAY BE IN5TALLED FOR CON5TRUGTABILITY TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REO V FOR 5TRUGTURE) GONTIN. LATERAL 13RAGIN6 TO LAP AGRO55 MIN. (I) DIREGT-APPLIED TRU% BAY A5 5HOWN 6NI3 GEILIN6 5EGTION B-B Ali RWE rcnbo wEtE (3) OR MOM 5MM IMAM ARE 6PZWW WEB MEMBER REQUIRING B BRAGIN6 A5 INDICATED BY �—, TRU55 MANUFACTURER 2x 5TRONCOACK 2x 5TRON60AGK5 MAY BE (NOT REQ'D FOR IN5TALLED FOR GON5TRUGTABILITY 5TRUGTURE) TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REQV FOR 5TRUGTURE) DIREGT-APPLIED PLYWD/05B DIRECT -APPLIED / �'L' OR T' BRACING o GWB GEILIN6 WEBS DE516NATED BY TRU% MANUF. TYPICAL TRU55 ELEVATION PERMANENT TRUSS BRAG I NG DETAILS 4 NOTES SGAL M NONC DINZT APf"LI® C0LIN6 COMPONENT 6� � CLADDING PRE55URE ZONE5 Gomronent5 $ Gladding Wind Pre55ure5 UP TO 140 MPH Wind Zone ExI2. B, Ri5k Gat. II EndoSed, 0.18 Int. Pre55ure Goeff. MEAN ROOF ZONE PRE59URE50 ZONE PRESSURESO HT: 25 FT. (PSF) (P6F) ROOF (HIP) O +14A -26.6 2r +141 -36.8 20" TO 21" 2e +14A -36.8 +14A -36.8 0 +14A -28.3 0+14A -45.1 ROOF 2e +14A -28.3 O +14A -45.1 (6ABLE) 20" TO 21" 2n +14A -45.1 O +141 -53.6 O 1+21.2 -22A WALLS O5 +21.2 -28.3 • 0TE:Pre55ure5 charted here are allowable pre55ures and are permitted to be converted per A5GE 1-16 section 2.4.1 to get an equivalent ultimate load pressure. Divide allowable pressures by a factor of 0.6 to obtain ultimate pre59ure5. Values are based on worst Gaye scenarlo of 10 p5f (eff. area). Refer to notes on 5-0.0 for roof/wall nailing requirements. LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME 4 SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REOU 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. G. V SF . G 7 O. 8 TE F ;�.. � % AS o IO NAB c copyn 4M>rY�RY structural Engineering, Inc. 1.�.. 4m z JLU W w Z cz Z W J Z= WW H N M J oc Jz W 0 ti M W d". M&K project number: 068-2001 1 project mgr: J S B drawn by: p R issue date: 1 0- 1 C. -'21 REVISIONS: date: initial: 11/02/2021 EMG (1) o IJ LL < W W (9 W C] z C] O J U) d � Q W J U pC U z (J� LLJ J J sheet: PBSBml i J 1 tr ,. ,d a r 11 r r