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HomeMy WebLinkAbout36868 Precita Terrel 0 ABBREVIATIONS_ AB ANCHOR BOLT MAS MASONRY A.F.F. ABOVE FINISH FLOOR MAT MATERIAL ADJ. ADJUSTABLE MAX MAXIMUM ALUM. ALUMINUM MC MEDICINE CABINET ANCH ANCHOR MECH MECHANICAL 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 CONTRACT BLKG BLOCKING (NTS) NOT TO SCALE B.O. BOTTOM OF B.P. BI-PASS DOOR pgS OBSCURED BRG. BEARING O.C. ON CENTER BRK. BRICK OHGD OVERHEAD GARAUE DOOR OPER OPERATOR C.J. CONTROL JOINT OPNG OPENING q CENTER LINE OPT OPTIONAL CMU CONCRETE MASONRY UNIT OSB ORIENTED STRN:•4I7 BOARD COL. COLUMN OZ OUNCE CONC. CONCRETE 1/R ONE ROD COND. CONDITION 1/S ONE SHELF CONT. CONTINUOUS CANT. CANTILEVER PC PRECAST CLG. CEILING PDS PULL -DOWN S i A:H CM CROWN MOLDING PKT POCKET DOOR CR CHAIR RAIL PNL PANEL PLYWD PLYWOOD D DRYER PREFAB PREFABRICATED d PENNY PR PAIR DBL. DOUBLE PROJ PROJECTED DIA. DIAMETER PSI POUNDS PER SQUARE INCH DIR. DIRECTION PSF POUNDS PRE SQUARE FOOT DN DOWN P.T. PRESSURE TREATED DR DOOR DW DISH WASHER QUAD QUADRUPLE DWG DRAWING D.S. NSPOUT DOWNSPOUT REF REFRIGERATOR DTL DETAIL REINF REINFORCED REQ'D REQUIRED EA. EACH RNG RANGE E.J. EXPANSION JOINT R.O. ROUGH OPENING ELEC. ELECTRICAL R RISER ELEV ELEVATION FIND ROUND EQ. EQUAL R&S ROD AND SHELF EQUIP. EQUIPMENT EXP EXPANSION Sc SOLID CORE EXT. EXTERIOR SCHEM SCHEMATIC EE EACH END SHLF SHELF SHT SHEET FD FLOOR DRAIN SHWR SHOWER FIN. FINISHED FLOOR SIM SIMILAR FND. FOUNDATION SH SINGLE HUNG FLR. FLOOR S.S. STAINLESS STEEL FP FIREPLACE STL STEEL FR FIRE RATED STRUCT STRUCTURAL FXD FIXED SUSP SUSPENSION FRM FRAME SGD SLIDING GLASS DOOR FTG FOOTING SQ SQUARE GA. GAUGE T TREAD GALV. GALVANIZED TB TOWEL BAR GC GENERAL CONTRACTOR T&G TONGUE AND GROOVE GEN GENERAL TEMP TEMPERED GYP. GYPSUM T.O. TOP OF GL GLUE LAM TR TOWEL ROD GLS GLASS TRPL TRIPLE TYP TYPICAL H HIGH HC HOLLOW CORE U.N.O. UNLESS NOTED OTHERWISE VERT VERTICAL HGT. HEIGHT V.L.I.F. VERIFY LOCATION IN FIELD HDR. HEADER HB HOSE BIBB W WASHER HORIZ. HORIZONTAL W/ WITH INSUL. INSULATION wC WATER CLOSET INT. INTERIOR WD WOOD WWM WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB ff vn an Ian TM colppanl es 90 MATAWAN ROAD MATAWAN, NJ 07747 (732) 383-2200 Lw ALMERA ASPIRE m ESP ELEVATION "B" 36868 PRECITA TERRACE ZEPHYRHILLS, FL 33542 LOT 038 TERMITE TREATMENT TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." RELEASE HISTORY AREA TABULATION: ELEVATION "B" 1 ST FLR A/C 2127 SQ. FT. TOTAL A/C 2127 SQ. FT. ENTRY 53 SQ. FT. GARAGE 473 SQ. FT. LANAI 137 SQ. FT. TOTAL UR 2790 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 % , .1 CS.2 A1.1 A2.1 A2.2 A3.1 A5.1 A5.2 WP1 E1.1 P1.1 S-0.0 F-2.0 S-1.3 SD-1 SD-2 PBSB-1 COVERSHEET & BUILDING DATA GENERAL NOTES FIRST FLOOR PLAN FRONT & REAR ELEVATIONS SIDE ELEVATIONS ROOF PLAN BUILDING SECTIONS TYPICAL WALL SECTIONS WATERPROOFING DETAILS FIRST FLOOR ELECTRICAL PLAN ALL WORK SHALL COMPLY WITH p SLAB PENETRATION PLAN CODES FLORIDA BUILDING CODE STRUCTURAL NOTES NATIONAL ELECTRIC CODEAND THE C SLAB PLAN ORDINANCES OF jkPHYRHILLS BLOCK PLAN ROOF FRAMING PLAN FOUNDATION DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS REVIEW DATE FEB 2 PLANOF ZEPHyR-- L EXAMINER / cr- w J F- w wzO3: wLuZ O >oc<0 w0l— QjLUw w J U) w w Z) cr oC oC Y 0 H Z LL00U) zzzp'z L Q J wo-=cr-a �Izu-u) �F-azo cz' .� c a O n a o O �� H 0 0 0 Im 00 ct$ 1-" 0 wQ x� (L z w w wA (L 0:3 U) (0 w CL O_ U) w U) O o N az LaL<L<aa AN 2 0 2022 COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 6120 RELEASED: 1127/22 SHEET cS* I DWELLING -GARAGE SEPARATION: R302.5 DWELLING -GARAGE OPENING AND PENETRATION PROTECTION OPENINGS AND PENETRATIONS THROUGH THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE IN ACCORDANCE WITH SECTIONS R302.5.1 THROUGH R302.5.3. R302.5.1 OPENING PROTECTION OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMBCORE STEEL DOORS NOT LESS THAN 13/8 INCHES (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. R302.6 DWELLING -GARAGE FIRE SEPARATION THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R702.3.5. THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. TABLE R302.6 DWELLING -GARAGE SEPARATION FROM THE RESIDENCE AND ATTICS NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5/8-INCH TYPE X GYPSUM BOARD OR EQUIVALENT STRUCTURE(S) SUPPORTING FLOOR/CEILING ASSEMBLIES USED FOR SEPARATION REQUIRED BY THIS SECTION NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT R302.7 UNDER -STAIR PROTECTION ENCLOSED SPACE UNDER STAIRS THAT IS ACCESSED BY A DOOR OR ACCESS PANEL SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH (12.7 MM) GYPSUM BOARD. FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX: R302.9 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR WALL AND CEILING FINISHES FLAME SPREAD AND SMOKE -DEVELOPED INDEXES FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4. R302.10 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR INSULATION FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTIONS R302.10.1 THROUGH R302.10.5. FIREBLOCKING: R302.11 FIREBLOCKING IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO CUT OFF BOTH VERTICAL AND HORIZONTAL CONCEALED DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAMED CONSTRUCTION IN THE FOLLOWING LOCATIONS: 1 . IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: I.I.VERTICALLY AT THE CEILING AND FLOOR LEVELS. 1.2.HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET (3048 MM). 2. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.7. 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E136 REQUIREMENTS. 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R1003-19. 6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING UNIT SEPARATION. R302.11.1 FIREBLOCKING MATERIALS EXCEPT AS PROVIDED IN SECTION R302.1 1, ITEM 4, FIREBLOCKING SHALL CONSIST OF THE FOLLOWING MATERIALS. 1 . TWO-INCH (51 MM) NOMINAL LUMBER. 2. TWO THICKNESSES OF 1 -INCH (25.4 MM) NOMINAL LUMBER WITH BROKEN LAP JOINTS. 3. ONE THICKNESS OF 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS WITH JOINTS BACKED BY 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS. 4. ONE THICKNESS OF 3/4-INCH (19.1 MM) PARTICLEBOARD WITH JOINTS BACKED BY 3/4-INCH (19.1 MM) PARTICLEBOARD. 5. ONE -HALF -INCH (12.7 MM) GYPSUM BOARD. 6. ONE -QUARTER -INCH (6.4 MM) CEMENT -BASED MILLBOARD. 7. BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED MATERIALS INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE. 8. CELLULOSE INSULATION INSTALLED AS TESTED IN ACCORDANCE WITH ASTM El 19 OR UL 263, FOR THE SPECIFIC APPLICATION. R302.12 DRAFTSTOPPING IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR -CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET (92.9 M2). DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR -CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: 1.CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. 2.FLOOR FRAMING IS CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS. R302.12.1 MATERIALS DRAFTSTOPPING MATERIALS SHALL BE NOT LESS THAN 1/2-INCH (12.7 MM) GYPSUM BOARD, 3/8-INCH (9.5 MM) WOOD STRUCTURAL PANELS OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS UNLESS OTHERWISE APPROVED BY THE BUILDING OFFICIAL. THE INTEGRITY OF THE DRAFTSTOPS SHALL BE MAINTAINED. HAZARDOUS LOCATIONS: R308.4.1 GLAZING IN DOORS GLAZING IN FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. EXCEPTIONS: 1 . GLAZED OPENINGS OF A SIZE THROUGH WHICH A 3-INCH-DIAMETER SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLAZING R308.4.2 GLAZING ADJACENT TO DOORS. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING CONDITIONS: 1 . WHERE THE GLAZING IS WITHIN 24 INCHES OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE DOOR IN A CLOSED POSITION. 2. WHERE THE GLAZING IS ON A WALL LESS THAN 180 DEGREES FROM THE PLANE OF THE DOOR IN A CLOSED POSITION AND WITHIN 24 INCHES OF THE HINGE SIDE OF AN IN -SWINGING DOOR. EXCEPTIONS: 1 . DECORATIVE GLAZING. 2. WHERE THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 3. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR LESS IN DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY WITH SECTION R308.4.3. 4. GLAZING THAT IS ADJACENT TO THE FIXED PANEL OF PATIO DOORS. GENERAL CONSTRUCTION NOTES R308.4.3 GLAZING IN WINDOWS GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: 1 . THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE FEET, 2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES ABOVE THE FLOOR, 3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES ABOVE THE FLOOR; AND 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES, 5. MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. R308.4.5 GLAZING AND WET SURFACES GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. THIS SHALL APPLY TO SINGLE GLAZING AND EACH PANE IN MULTIPLE GLAZING. EXCEPTION: GLAZING THAT IS MORE THAN 60 INCHES, MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SWIMMING POOL OR FROM THE EDGE OF A SHOWER, SAUNA OR STEAM ROOM. R308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INCHES ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF STAIRS AND RAMPS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. R308.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS THAN 36 INCHES ABOVE THE LANDING AND WITHIN A 60-INCH HORIZONTAL ARC LESS THAN 180 DEGREES FROM THE BOTTOM TREAD NOSING SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. GARAGES: 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. R310.2.1 MINIMUM OPENING AREA EMERGENCY AND ESCAPE RESCUE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET. THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24 INCHES AND THE NET CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES. EXCEPTION: GRADE FLOOR OR BELOW GRADE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5 SQUARE FEET. R310.2.2 WINDOW SILL HEIGHT WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR. R31 0.1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. WINDOW OPENING CONTROL DEVICES COMPLYING WITH ASTM F2090 SHALL BE PERMITTED FOR USE ON WINDOWS SERVING AS A REQUIRED EMERGENCY ESCAPE AND RESCUE OPENING. R312.2.1 WINDOW SILLS IN DWELLING UNITS, WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING IS LOCATED LESS THAN 24 INCHES (610 MM) ABOVE THE FINISHED FLOOR AND GREATER THAN 72 INCHES (1829 MM) ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING, THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: 1 . OPERABLE WINDOWS WITH OPENINGS THAT WILL NOT ALLOW A 4-INCH-DIAMETER (102 MM) SPHERE TO PASS THROUGH THE OPENING WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. 2. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F2090. 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2. STAIRWAYS: R311.7.1 WIDTH STAIRWAYS SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. THE CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL BE NOT LESS THAN 311/2 INCHES (787 MM) WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 INCHES (698 MM) WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. R311.7.2 HEADROOM THE HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN 6 FEET 8 INCHES (2032 MM) MEASURED VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF THE LANDING OR PLATFORM ON THAT PORTION OF THE STAIRWAY. R311.7.5 STAIR TREADS AND RISERS STAIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF THIS SECTION. FOR THE PURPOSES OF THIS SECTION, DIMENSIONS AND DIMENSIONED SURFACES SHALL BE EXCLUSIVE OF CARPETS, RUGS OR RUNNERS. R311.7.5.1 RISERS THE RISER HEIGHT SHALL BE NOT MORE THAN 73/4 INCHES (196 MM). THE RISER SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 MM). RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF THE TREAD ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES (0.51 RAD) FROM THE VERTICAL. OPEN RISERS ARE PERMITTED PROVIDED THAT THE OPENINGS LOCATED MORE THAN 30 INCHES (762 MM), AS MEASURED VERTICALLY, TO THE FLOOR OR GRADE BELOW DO NOT PERMIT THE PASSAGE OF A 4-INCH-DIAMETER (102 MM) SPHERE. R311.7.5.2 TREADS THE TREAD DEPTH SHALL BE NOT LESS THAN 10 INCHES (254 MM). THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 MM). R311.7.5.3 NOSINGS NOSINGS AT TREADS, LANDINGS AND FLOORS OF STAIRWAYS SHALL HAVE A RADIUS OF CURVATURE AT THE NOSING NOT GREATER THAN 9/16 INCH (14 MM) OR A BEVEL NOT EXCEEDING 1/2 INCH (12.7 MM). A NOSING PROJECTION NOT LESS THAN 3/4 INCH (19 MM) AND NOT MORE THAN 11/4 INCHES (32 MM) SHALL BE PROVIDED ON STAIRWAYS. THE GREATEST NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST NOSING PROJECTION BY MORE THAN 3/8 INCH (9.5 MM) WITHIN A STAIRWAY. EXCEPTION: A NOSING PROJECTION IS NOT REQUIRED WHERE THE TREAD DEPTH IS NOT LESS THAN 11 INCHES (279 MM). R311.7.8 HANDRAILS HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH FLIGHT WITH FOUR OR MORE RISERS. R311.7.8.1 HEIGHT HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE THAN 38 INCHES (965 MM). EXCEPTIONS: 1 . THE USE OF A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED OVER THE LOWEST TREAD. 2. WHERE HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE CONTINUOUS TRANSITION BETWEEN FLIGHTS, TRANSITIONS AT WINDER TREADS, THE TRANSITION FROM HANDRAIL TO GUARD, OR USED AT THE START OF A FLIGHT, THE HANDRAIL HEIGHT AT THE FITTINGS OR BENDINGS SHALL BE PERMITTED TO EXCEED 38 INCHES (956 MM). R311.7.8.2 CONTINUITY HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 11/2 INCHES (38 MM) BETWEEN THE WALL AND THE HANDRAILS. EXCEPTIONS: 1 . HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE TURN. 2. THE USE OF A VOLUTE, TURNOUT, STARTING EASING OR STARTING NEWEL SHALL BE ALLOWED OVER THE LOWEST TREAD. R311.7.8.3 GRIP -SIZE REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT GRASPABILITY. 1. TYPE 1. HANDRAiLS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT LESS THAN 11/4 INCHES (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF NOT LESS THAN 4 INCHES (102 MM) AND NOT GREATER THAN 61/4 INCHES (160 MM) WITH A CROSS SECTION OF DIMENSION OF NOT MORE THAN 21/4 INCHES (57 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 MM). 2. TYPE 11. HANDRAILS WITH A PERIMETER GREATER THAN 61/4 INCHES (160 MM) SHALL HAVE A GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. THE FINGER RECESS SHALL BEGIN WITHIN A DISTANCE OF 3/4 INCH (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). f%_llA0n42- 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 MANUFACTUREROS RECOMMENDATIONS. TABLE R702.4.2BACKER BOARD MATERIALS GLASS MAT GYPSUM BACKING PANEL (ASTM Cl 178) FIBER -REINFORCED GYPSUM PANELS (ASTM C1278) NONASBESTOS FIBER -CEMENT BACKER BOARD (ASTM C1288 OR ISO 8336, CATEGORY C) NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS (ASTM C1325) WINDOW INSTALLATION WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. R703.4 FLASHING APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM Cl 281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: l.EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 1.1. THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2. IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3. IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4. IN ACCORDANCE WITH FMAJAAMA 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 LAYERS OF ASTM D226 TYPE 11 OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT SHALL BE INSTALLED AS FOLLOWS: APPLY A 19-INCH (483 MM) STRIP OF UNDERLAYMENT FELT PARALLEL TO AND STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING AT THE EAVE, APPLY 36-INCH-WIDE (914 MM) SHEETS OF UNDERLAYMENT, OVERLAPPING SUCCESSIVE SHEETS 19 INCHES (483 MM); END LAPS SHALL BE 6 INCHES AND SHALL BE OFFSET BY 6 FEET. THE UNDERLAYMENT SHALL BE ATTACHED TO A NAILABLE DECK WITH CORROSION -RESISTANT FASTENERS WITH ONE ROW CENTERED IN THE FIELD OF THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12 INCHES (305 MM) O.C., AND ONE ROW AT THE END AND SIDE LAPS FASTENED 6 INCHES (152 MM) O.C. 5. TWO LAYERS OF A REINFORCED SYNTHETIC UNDERLAYMENT THAT HAS A PRODUCT APPROVAL AS AN ALTERNATIVE TO UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE 11 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 OVIERLAP. 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 I INCH. METAL CAPS ARE REQUIRED WHERE THE ULTIMATE DESIGN WIND SPEED, VULT, EQUALS OR EXCEEDS 170 MPH. METAL CAPS SHALL HAVE A THICKNESS OF NOT LESS THAN 32-GAGE SHEET METAL. POWER -DRIVEN METAL CAPS SHALL HAVE A MINIMUM THICKNESS OF 0.010 INCH. MINIMUM THICKNESS OF THE OUTSIDE EDGE OF PLASTIC CAPS SHALL BE 0.035 INCH. THE CAP NAIL SHANK SHALL BE NOT LESS THAN 0.083 INCH FOR RING SHANK CAP NAILS. CAP NAIL SHANK SHALL HAVE A LENGTH SUFFICIENT TO PENETRATE THROUGH THE ROOF SHEATHING OR NOT LESS THAN 3/4 INCH INTO THE ROOF SHEATHING. R905.2.4.1 WIND RESISTANCE OF ASPHALT SHINGLES (IF APPLICABLE) ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTIONS R905.2.6 AND R905.2.6.1. R905.3 CLAY AND CONCRETE TILE THE INSTALLATION OF CLAY AND CONCRETE TILE SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FRSArrRI 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 Ml 506.3. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. M1502.4.5 DRYER DUCT LENGTH THE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE DETERMINED BY ONE OF THE METHODS SPECIFIED IN SECTIONS M1502.4.5.1 THROUGH M1502.4.5.3. M1502.4.5.1 SPECIFIED LENGTH THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET (10 668 MM) FROM THE CONNECTION TO THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN ACCORDANCE WITH TABLE M1502.4.5.1. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. M1502.4.5.2 MANUFACTURER'S INSTRUCTIONS THE SIZE AND MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED BY THE DRYER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE CODE OFFICIAL SHALL BE PROVIDED WITH A COPY OF THE INSTALLATION INSTRUCTIONS FOR THE MAKE AND MODEL OF THE DRYER AT THE CONCEALMENT INSPECTION. IN THE ABSENCE OF FITTING EQUIVALENT LENGTH CALCULATIONS FROM THE CLOTHES DRYER MANUFACTURER, TABLE Ml 502.4.5.1 SHALL BE USED. M1502.4.5.3 DRYER EXHAUST DUCT POWER VENTILATOR THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS FOR THE DRYER EXHAUST DUCT POWER VENTILATOR. GENERAL NOTES: ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM THE ARCHITECT SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE ARCHITECT, THE ARCHITECT SHALL NOT BE HELD RESPONSIBLE. INSPECTION NOTES: WORK SHALL NOT BE DONE BEYOND THE POINT INDICATED IN EACH SUCCESSIVE INSPECTION WITHOUT FIRST OBTAINING THE APPROVAL OF THE BUILDING OFFICIAL. THE BUILDING OFFICIAL, UPON NOTIFICATION, SHALL MAKE THE REQUESTED INSPECTIONS AND SHALL EITHER INDICATE THE PORTION OF THE CONSTRUCTION THAT IS SATISFACTORY AS COMPLETED, OR NOTIFY THE PERMIT HOLDER OR HIS OR HER AGENT WHEREIN THE SAME FAILS TO COMPLY WITH THIS CODE. ANY PORTIONS THAT DO NOT COMPLY SHALL BE CORRECTED AND SUCH PORTION SHALL NOT BE COVERED OR CONCEALED UNTIL AUTHORIZED BY THE BUILDING OFFICIAL. FOUNDATION INSPECTION NOTES: A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. EXTERIOR FINISHES: 1 . 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 (2) LAYERS OF WATER RESISTANT BARRIERS IN ACCORDANCE WITH FLORIDA BUILDING CODE 7TH EDITION (20,S) RESIDENTIAL, R703 AND ASTM C926. TEXTURE PER COMMUNITY 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. �10 �o L cr- LLI I Lu z o m 3: 0 >_ Lu LU Z 0 > cr < 0 W cl F- EE III o U) 3: Lu < UJ F- j: ix - f, F- > cn UJ Lu cc Er cr 0 F- z u_ 0 0 U) z z z Lu rr < (n z u- -1 < _j ul CL m z: -i U) 0 0 Q YZ Z ILL U) P < cz 0 cz 9 4 < Im W U) cq w 0 0 z wi U) w w w w m z CL U) w z 0 R lz u U) III C3 cn z 0 wlzM<j<j<1< c c JAN 2(92 C 0 M M U N FTV LINKS @ CALUSA SPRINGS PLAN # 6120 RELEASED: 1/27/22 SHEET CS*2 t9 co 0 0 7 11 0 w (L;o cr O� Um U) —IN N Ln m ". i •n'a_ "ice _� _ 40'-0" 0 18'-8" 21'-4" 8'-10" 6" 8'-10" 16'-0" 5'-4" "35 SH 0 CT1 irrrn %niceeDI=n (53"x63" EGRESS) STUCCO WRAPPED f BEAM @ T-8" 4X6 POSTS LANAI 8'-8" CLG. MOISTURE RESISTANT DRYWALL CLG. 8'-8" 35 SH 8'-8" CLG DINING AREA 8'-8" CLG 10'-102" 17'-4" 2'-0„ CD 10'-61 2 00 'vcn 2, 4„ N ¢ o CL co w r� � _ X M o T BEDROOM 3 cm 8'-8" CLG -IN c� XFER GRILL n cn EXT STE PLUS I I 10, NW MBEDROOM CL I cp w 8'-8" CLG cr (h (D x -IN _ IN Trn I r -411 T 10'-62„ 21 12'-102" r� � 2 Q96' 8 HI/LO R&S OWNER'S OS WIC SUITE 8'-8" CLG 8'-8" CLG 811 1 V-62„ , 13'-5211 168 I I �Lo LL I cr 6� iy) T CV XFER GRILL ro 2'4' 5'-0" 91 a �� IN 100 ce) 2 DROPPED � Ch = IN 'f SOFFIT @a 8' 0" BRK o T c� (4)12" SH 66 - o0 —IN— 5,_02 , N T 2 I o > > 2$ '-11 " 3'-4" M T _ — PTR I O.S co _ _ _ WNW" N � '-io I �co BAH ACRYLIC 36" HT. FLAT N i> zo 8'-8"in SHWR PAN COUNTERTOP o I > CLG 3-SIDED ,_12„ 2,14„ I 7'-1" ACRYLIC SURROUND rM 2X4 I i i rn O SIN °� ? 66� LOW I I I N L o�� _ — `ti WALL I _ T-112„ 1 1 1 y 2, 0„ o'' 5'-1 " 3'-2" YLLJ co cql ti I I o o I w cc 0 R&S — — —N — , WC Lo CLLu can u— J T 1 I 2'-0" 2�6� 4'_5201 1, 8„ 3,_52„ 2 5'- 11„ �l 1 1 L 7'-1 " 3'-2" cc w cq �LIN o KITCHEN 1 I u x I Nv zc 8'-8" CLG x N REF. Tiii REF. WATER — J 6'-01 ��� 9 -6 �,. J 10,_3„ NI F '-� :Q ^WC uB PER COMM* 0 r BEDROOM 2 8'-8" CLG 3-SIDED SPECS SIN ACRYLIC HALL SURROUND BATH 8' 8" CLG BRK HOVHALL XFER GRILL ���� LNDY HALL 8'-8" CLG Y 8-8 CLG Lo AHU ON m RAG STAND 30" AFF W J WASHER LOCATIO rIN w BOX i n °rs 2' I CL' 4" tio5'-11" r� `�4'-102„ rr. 6,_71„ DRYER VENT 3-SIDED ACRYLIC♦♦IXFER EXT STE SURROUND ACRYLIC SHOWER PAN�j17 ♦�FOYER `ILAV- PLUS BATH GRILL - ' ��i��1 • LA .;.I Oi j 2868 SC WI/ IN ADD 7/16" OSB TO / SELF CLOSER ? MECH. CLOSET FOR c+) FIRE DRAFT STOP CONCRETE F- �22"x54.6, 7 BOLLARD PER CURB :�TT< COMMUNITY L_ —ACCESS _j SPEC'S 1/2" WALL BOARD ON GARAGE SIDE. PROVIDE INSULATION AS REQUIRED 19'-9" 2 CAR GARAGE 8'-8" CLG N 1/2" CEILING BOARD ABOVE Zv WH M �\ —--------- -- i� (V I i o I N T I EXT STE PLUS I LIVING ROOM T ENTRY I ' I 8'-8" CLG 8'-8" CLG 12'-8" F T SOFFIT / 19'-4" \ @ T-4" - o CV 16070 GARAGE DOOR 25 SH 5'-4" (37"x63" EGRESS) 8'-8" ol 2'-4" 16'-0" 1 2'-4" 14'-0" 5'-4" 20'-8" 40'-0" FIRST FLOOR PLAN SCALE: 1 /4"=V-0" v 1 A5.1 LEGEND SYMBOLS A BUILDINGIWALL SECTION MARKER OINTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE ELEVATION STEP BRKX FLOORING BREAK WALL TYPES 2x WOOD/STEEL FRAMED — PARTITION INTERIOR PARTITION w/ © INSULATION CMU WALL CMU WALL w/ FURRING & INSULATION NOTE: INTERIOR WALLS ARE DRAWN TO ROUGH DIMENSIONS SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL S BRACKETSPACED OLID SURFACE R6" O.C. FOR COUNTERTOVP ERHANGS GREATER THAN 10" TOP PLATE I' 2" MAX 2x4 STUD WALL SEE PLANS FOR WALL LAYOUT _ 1/2" GYP. tBASE CABINET AS BD. PER SHOP DWG4 F4 WD.BASE MOLDING FINISH FLOOR IS FIN H FLOOR �— SUBFLOOR TYPICAL DOOR PLACEMENT DIAGRAMS E-n- ODOORS LOCATED WITHIN A LENGTH OF WALL ARE TO BE CENTERED UNLESS DIMENSIONED OR NOTED OTHERWISE. DOORS LOCATED ADJACENT TO WALL B INTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. NOTE: TYP. WINDOW HEAD HGT. AT 8'-0" U.N.O. or w Lu �00P >oWCQ0 W 0 I — CC tnUWw Q�wF- � J W W :3 cc oC oC Y 0 F- Z IL 0 0 U) Z Z Z LU ~ Z LUgQ�_j Wa=CrCL �U)a0Q Z)=ZLL(n M F-Q Z .� c Oft c cr O n Q o O g H 0 0 Im 00 Z f 0 � a O O a, O U) � w IL w M (L, U) a O 1z U cn W 0 z Z 04 � �Zaaaaa o JAN 2 0 2022 COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 6120 RELEASED: 1/27/22 SHEET A `I `I . ei IN n T.O. MASONRY T.O. WINDOW — FIN. 1 ST FLOOR GRADE BLDG. HEIGHT ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) 5:12 12 0 5 12 5 *35SH (2)3068 35 SH STUCCO REAR ELEVATION SCALE: 1/4"=1'-0" 12 5 5:12 0 0 ROOF SHINGLES PER 3 4" WIDE STUCCO COMMUNITY SPECS. _ BAND (+1) � 4" WIDE STUCCO (TYP-) N 6" FASCIA (TYP.) BAND (+1) 6" WIDE STUCCO 6" FASCIA (TYP.) BAND (+1) 1 T.O. MASONRY_ - T.O. WINDOW —T��— l 2 � L '25SH`'-- " " " " " " FIRST FLOOR _ �LJH GRADE 3068 — — — — 4" WIDE STUCCO 16070 GAR. DOOR BAND (+1) FRONT ELEVATION SCALE: 1 /4"=1'-0" *FOAMLOUVER DETAIL SCALE:1/2"=1'-0" +1 4" STUCCO BAND GARAGE DOOR GARAGE DOOR DETAIL 2 SCALE:1/2"=1'-0" 4" STUCCO +1 BAND +2 18" FOAM +1 PANEL SHUTTER WINDOW 4" STUCCO BAND +1 'a WINDOW DETAIL 1 SCALE:1/2"=1'-0" PAINT AND FINISH SCHEDULE I KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH TRIM COLOR SAND FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) Ir LU 2 CC � o°� WC¢O >OUi UW W fn Q 0 Lu J U) LU LU Iz Ir Y O H z �LLOOU) z z z ~ z °Cga�- J LU IL = (L U O Q 0 H Q z ff OR O �i I— O O O Z o 0 w o w U w w UJ w 0� C U) z w 0 O a In w G z O� � o �z aaaaa JAN 2 0 2022 COMMUNITY. LINKS @ CALUSA SPRINGS PLAN # 6120 RELEASED: 1/27/22 SHEET A291 49 0 FIN. 1 ST FLOOR FIN. 1 ST FLOOR_ I 12 5 LEFT ELEVATION SCALE: 1 /4"=1'-0" RIGHT ELEVATION SCALE: 1 /4"=V-0" 12 5 ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) 35 SH 5:12 0 Ll *25 SH *25 SH 5:12 0 ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) 12 5 12 5 PAINT AND FINISH SCHEDULE I KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH TRIM COLOR SAND FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) ��,eeeeuo� 01 G. F 24 � * c AT O ,- •�a • •o� (r W �i �as rw w o°� } >crao W :D C) (nUW W Q 0 W H _ � 5;J Ir Y 0 H Z ILOO(/5 ZzZP:Z J <g —j w 2 it D- �()pOU Z) — Z LL. (n �I—QzO cz.� Q' O c tr O n 0 �i H 0 0 0 cn 00 `n z 0 0 00-i 'CL > w U) w mi w w 1°� w 10L' A U) w x O R OC U) W N Oo wZ aaaaa JAN 2 A 2022 COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 6120 RELEASED: 1/27/22 SHEET A2.2 a n ROOF PLAN SCALE: 1 /4"=1'-0" ROOF ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 2790 SQ. FT. 1339 SQ. IN. UPPER VENT 40% NET VENT MIN. 536 SQ. IN. UPPER VENT 50% NET VENT MAX. 670 SQ. IN. UPPER VENTS REQUIRED 48" TAMCO OFF -RIDGE VENT (138 SI NET FREE) 4 VENTS NET FREE AREA UPPER ROOF VENTING 552 SQ. IN. NET FREE AREA SOFFIT VENTING 787 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SQ. IN. / LF. 120 LF. NOTE: LOCATE RIDGE VENTS 2'-0" OFF ALL HIPS RIDGES OR VALLEYS, MIN., TYP. R806.2:THE MINIMUM NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. UNDERLAYMENT APPLICATIONS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.1.1 FOR ASPHALT SHINGLES REFERENCE TO SECTION R905.2 FOR TILE ROOFING REFERENCE TO SECTION R905.3 Ir W Wz0= O>_ F— LLJ >�Q0 W 0 F— Qm�F- CC W (L (A W W 5 cr cr Ir Y 0 F— z zzzOz < -i W a- �=cc2 =ZLLU) �F—QZ� cz' cz Q o -Z� O � Q 0 Im 00 O a U w 0 w O a� a w a.. 0 E U W G U) OoU) lzZ aaaaa JAN 2 o 2022 COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 6120 RELEASED: 1/27/22 SHEET A3 o I a a Ri i.MASON ). WINDC FIN. FLF 1 1-011 BUILDING SECTION SCALE:1/4"=1'-0" 12 5 2 T PRE-ENG. ROOF TRUSSES (SEE FRAMING SHEET FOR DETAILS) BEDROOM 2 GREAT KITCHEN ROOM \ I\ �I BUILDING SECTION SCALE:1/4"=1'-0" INSULATION PER ENERGY CALCS. T.O.MASONRYgk T.O. WINDOW FIN. FLR_ FOOTING PER FOUNDATION PLAN m ae�G. te�lioo�a� F^ o S i or ♦ s o �, 10 Ir W �. = 0= ?00E— W � Q 0 w03:w QZ)WI— W J U) W 0 cc cc (r Y O f— Z 06u-00cl) ZzzF'Z °Cga<� Wa=oC°- �2zLLu) �i-¢?o cz O c O O Q o 0 0 0 0 p I� u o w a w z w a --1 A w IL 0 a U) W 0 U) O� ro IZz a aaaa JAN 2 0 2022 COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 6120 RELEASED; 1/27/22 SHEET A5 9 I 12 SEE ROOF � PU1N INSULATION PER — COMMUNITY SPEC. SEE ENERGY CALLS. 1/2" (MIN.) CLG. BD. 1 x PT DRAPE BLKG - ABOVE WINDOWS 1/2" G.W.B. WINDOW PER PLAN SOLID SURFACE CAULKED @ WINDOW 1/2" GYP. BD. OVER RADIANT BARRIER INSULATION (R-4.1) ATTACHED TO ix2 PT. FURRING @ 24" O.C. BASE BOARD ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER R905.1.1.1 (SEE SHEET CS2) OR CONCRETE TILE W/ SELF ADHERED MEMBRANE UNDERLAYMENT 60 MIL. OR EQUAL PRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. TOP OF C.M.U. (REFER TO ELEV.) 2x6 ALUM WRAPPED FASCIA BD. w/ALUM DRIP EDGE SOFFIT INSTALLED PER MANUF. SPECS 2X PT BLOCKING SEE STRUCTURAL PLAN PRECAST WIN. SILL SLOPE GRADE AWAY FROM HOUSE OL 0'-0" FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. 1-STORY WALL @ WINDOW SCALE: 1/2" = V-0" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS PROVIDE 2X4 FRAMED ENCLOSURE FOR ELECTRICAL PANEL, FINISH W/ '.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 DIMENSIONS PRIOR TO CONSTRUCTION. BOARD 3 1/2" z g a III GARAGE a- N ELECTRICAL io PANEL (V io 00 tj CV CONCRETE CURB REFER TO PLANS 0,000 GRADE 1�1, GYPSUM BOARD 2 NICHE FOR ELECTRICAL PANEL & WIRING ELECTRICAL - PANEL EXTERIOR--\ CMU BLOCK WALL CONCRETE — CURB REFER TO PLANS CONCRETE -- SLAB ON GRADE AT GARAGE FLOOR 12 SEE ROOF PLAN 1/2" (MIN.) CLG. BD. (8' TYPE 'X' GYP. BD. TO BE PROVIDED WHEN LIVING SPACE IS ABOVE GARAGE) GARAGE SLAB, -� SEE STRUCTURAL PLANS 4" ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER R905.1.1.1 (SEE SHEET CS2) OR CONCRETE TILE W/ SELF ADHERED MEMBRANE UNDERLAYMENT 60 MIL. OR EQUAL PRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. TOP OF C.M.U. (REFER TO ELEV.) 2x6 ALUM WRAPPED FASCIA BD. WALUM DRIP EDGE SOFFIT INSTALLED PER MANUF. SPECS 2X PT BLOCKING SEE STRUCTURAL PLAN EXPANSION JOINT DRIVEWAY PER COMMUNITY SPECS OL 0'-0" SLOPE FIN. FL FOUNDATION PER STRUCTURAL DRAWINGS WALL SECTION @ GARAGE DOOR SCALE: 1/2" = 1'-O" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS T.O. M z g a w a :1E ih co cV to N 1, „ P'-6 :A' .= ELECTRICAL PANEL NICHE AT CMU BLOCK WALL SCALE: 1/2" = 1'-O" INSULATION AS PER SPECS. 1/2" (MIN.) CLG. BD. PRE-ENGINEERED GABLE END ROOF TRUSS - REFER TO STRUCTURALS 7/8 STUCCO OVER LATH W/ 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. MID -WALL WEEP SCREED/ EXPANSION JOINT TO ELEV.) 2X ALUM WRAPPED FASCIA BD. WALUM DRIP EDGE SOFFIT AS PER SPECS. MASONRY LINTEL, SEE STRUCTURALS TYP. GABLE END DETAIL SCALE: 1/2" = 1'-O" 1-STORY - MASONRY WALL J�`s�eaii�o-�, G• F 24 N r T O a s Aele Ir �JF--w wz0 � wZO w >ccQO U) 3: w Q W H J U) w w � Ir I= I= YOI—z ,du-00U) z z z p w w J Q � w 0. _ ir 9 U) o Ow 0 Qz� . C c o n 0 8i H 0 0 Z 00 0 ~ M� 0 u w U) 0 w w U) U I� a w O U) w G O d r �Zaaaaa JAN Z 0 2022 COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 6120 RELEASED: 1/27/22 SHEET A*5.2 n 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) rol Z io VUUU ZSHtA I H INU 0 MIN. GRADE D PAPER BACKED ATH OVER BARRICADE PLUS WRB DR APPROVED EQUAL) " THICK, 3 COAT CEMENT PLASTER IETAL LATH AP WRB & TAPE OVER ROOF/WALL ►CREED ,X5 "L" TYPE CONTINUOUS GALV. IETAL FLASHING (NAIL TO ROOF )ECK, NOT WALL SHEATHING) INDERLAYMENT PER CODE ,AP SHINGLE - DO NOT NAIL, VSTALL WITH ROOF CEMENT IOOF CEMENT ;HINGLE ROOFING "L" FLASHING SCALE: N.T.S. 4) INSTALL WINDOW OR DOOR. FASTEN PER PRODUCT APPROVALS AND SEAL WINDOW OR DOOR FRAME TO P.T. WOOD BUCK AND MASONRY SEAL EDGE OF P.T. WOOL BUCK TO MASONRY c 2) SET P.T. WOOD BUCK OVER CMU WATERPROOFING IN URETHANE SEALANT. FASTEN PER PRODUCT APPROVALS. 3) APPLY LIQUID WATERPROOFING MEMBRANE OVER THE TC AND EXTERIOR FACE OF BUCK AND SILL CMU OPENING WATERPROOFING SCALE: N.T.S. s" 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. STFP 1 FOLD 0 FOLD INWARD @ PT. A STEP 3 U U FOLD @ ..�� 770 FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C EXTERIOR CMU WALL 1) PROTECTO WRAP LWM200 OR SIMILAR ON WINDOW SILL, JAMBS AND HEAD. APPLY AROUND CORNER AND EXTEND 6" ALL AROUND THE EDGES OF THE WALL PRECAST SILL .RTFP 9 0 FOLD INWARD @ PT. A CREASE @ PT. B 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 Jo ®fie AT F`s Ir `} wT r Y I IL 0 0 � > 0 W F- Q�LLLJ I- tY m cr Y 0 I- Z LL00co Z Z Z ~ W Q J W a 2 a m�00Q =Zu_c) �I—¢?o .,~ c Q, O oC O n 0 0 0 cn "i I� 00 w � A it 0 Z (L LL' U) 0 w � w w m NNW=$ a U) w w � a, 0 R W 0 U) 0� rn C ei"z aaaaa 4 . JAN, 2 2022 'COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 6120 RELEASED: 1/27/22 SHEET GYP i A - OUTLET FOR U/C REF FIRST FLOOR ELECTRIC PLAN SCALE: 1 /4"=V-0" A/C DISCONNECT WP/ GFId ELECTRICAL METER (V.I.F.) 2" PVC CONDUIT 2-2/0 COPPER 1-1/0 COPPER 0 OR 2-4/0 ALUMINUM 1504MP 42 METER 1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT #4 COPPER OR ALUM. IBREAKER 1/2" PVC CONCRETE ENCASED GROUNDED ELECTRODE III Ti11 iii 1111 1 ELECTRICAL RISER DIAGRAM NOT TO SCALE ELECTRICAL KEY k& DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET USB COMBO OUTLET WALL SWITCH THREE-WAY SWITCH t4 FOUR-WAY SWITCH KEYLESS LIGHT FIXTURE CEILING MOUNTED LED LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE VAPOR PROOF LIGHT FIXTURE bra LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE g EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ® CHIMES (OPTIONAL) El PUSHBUTTON SWITCH (OPTIONAL) ® COMBINATION SMOKE / CO2 DETECTOR ® SMOKE DETECTOR b TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) 1 ELECTRIC METER = ELECTRIC PANEL DISCONNECT SWITCH 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 W } 2 cr_ 200F_ >OCa0 W�❑I- cnUWw Q❑wF- W J W W ❑�IrIY Y 0 H z �yILL 00(1) z Z Z H w J °Cga<- W _ cr- CQ ❑ O U =zlLt_n �I-QZ❑ c (or O O H Q Im z 00 a 0 aI o 0j (L U w m u IL U) ME" LLMw w w O OC U) W z Z O .Q �o mZ aaaaa COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 6120 RELEASED: 1/27/22 SHEET Elol SLAB PENETRATION PLAN SCALE: 1 /4"=1'-0" W �. _ CC �00E- >oWCQO WoF- cAUW W Q W ~ W J C/) W cr- Cc Y 0 I- Z C,6W00C/) Z Z z H Z -iQ2-1 W (L 2 a �U❑OU �2zU-cn �HQ?o cz' • ,� cz c'�S cz O n O � 0 0 0 Z Im a 0o z 0 0 0 a w w a Z a w a IM w �C (L 0 cn W 0 U) 0 �n o ho aaaaa COMMUNITY; LINKS @ CALUSA SPRINGS PLAN # 6120 RELEASED: 1127122 SHEET PI.I 0 MA50NR'' LINTEL A55EM5L I E5 5EE 56HEDULE AND 5PECIFIGATION5 FOR ADD'L INFO I '+�- MIN (1)GOIIRSE/BOND I I + f - MIN. (1) GOURSElBOND L4J i BEAM ABOVE LINTEL i L4J i BEAM ABOVE LINTEL GROUT GROUT BOTTOM REINF. PRECAST LINTEL W PRECAST LINTEL W EMBEDDED REINF. EMBEDDED REINF. MB-1 MB-2 TOP GOIRSE, IF i ++- TOP CO. 5E, IF m I L4J I REGID PER ARCH. -J FWD PER ARCH. TOP REINF. OR GONE. CONT. BOND BEAM BOND BEAM REINF. Z REINF. A5 REQb GROUT GROVr BOTTOM REW BOTTOM REW ---` PREGAST LINTEL W EMBEDDED REINF. E a• I PRECAST LINTEL w/--�--{ EMBEDDED REINF. MB-3 MB-4 MASONR`I' LINTEL DETAILS REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT MB-I SF8-013/oT ----- ----- MB-2 8F8-I8/0T ----- (I) #5 MD-3 896-I13/IT (1) #5 (1) #5 MB-4 8RF14-I5 ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S GONGRETE.• NOTES: I. ALL LINTEL5 w/ 5PAN5 6REATER THAN 14'-O" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REQURIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORGEMENT SHALL BE 6RADE 60, 1`9=60 ksl b. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOGATED DIREGTLY ABOVE THE OPENING BELOW SHEET L 15T INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 STRUCTURAL NOTE5 F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.3 ROOF FRAMING PLAN 50-1 FOUNDATION DETAILS 50-2 STRUCTURAL DETAILS P135B-I STRUCTURAL DETAILS GENERAL 5TRUGTURAL NOTE5 FOUNDATION • DE516N 15 BASED ON 1th EDITION (2020) FLORIDA BUILDIN6 GORE. • FOOTING DE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARIN6 CAPACITY OF 1,500 P5F. • ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT H/ CONCRETE OR MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION NALL5 TO SLAB WITH Y4" DIA. x 23/4" LONG TAPGONS ® 32" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORR0510N-RE515TANGE GOMPATIBILITY OF HARDWARE $ FA5TENER5 IN CONTACT w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER $ HARDWARE SUPPLIERS TO GOORD. • CONCRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE 5TREN6TH5 IN 28 DAYS, U.N.O.: f'c = 2,500 psi: ....... FOOTIN65 2,500 psi:....... SLABS ON 6RADE (INTERIOR 8 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 V►R61N 501L OR GLEAN FILL COMPACTED TO A q5% PROCTOR VALUE • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOK5 SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. • GROUT SHALL BE A5TM G416 F'c=3000 P51 w/ MAX 3/8" A66RE6ATE • CONCRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM COMPRE551VE STRENGTH OF Ig00 P51 (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON AGI 530/530.1 • REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTING DOWEL. • 6ROUT 50LID ALL REINFORCED GMU GELL5 AND BOND BEAMS • ALL BOND BEAM5 ARE TO BE 8" GONT. FULL LEN6TH OF WALL w/ (1) #5 BAR CONT. (TYP. @ EXT. PERIMETER) • PROVIDE (1) #5 BAR 6ROUTED 50LID ON EACH 51DE OF ALL MA50NRY OPENINGS 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 MA50NRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR WALLS. (AS 5HOHN ON PLANS) • ROU6H OPENINC75 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB ED6E5, AND OTHER LOGATION5 WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. EXACT LOGATION5 PER BUILDER. • 5AN 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 CL05E TO SQUARES AS P0551BLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION 5PEG I r-I CATI ON5 (T1'P. U.N.O.) DESCRIPTION OF BLO6. ELEMENT 3"x0.131" NAILS 3"4.120" NAILS JOIST TO 50LE PLATE (3) TOENAILS (3) TOENAILS* SOLE PLATE TO J015TBLK'6. (3) NAIL5 0 4" o.c. (3) NAILS 0 4" o.c. STUD TO 50LE PLATE 2 TOENAILS (3) TOENAIL5* TOP OR 50LE PLATE TO STUD 2 NAIL5 3 NAILS RIM TO TOP PLATE TOENAILS 0 8" o.c. TOENAIL5 0 6" o.c.* BLK6. BTHN. JOISTS TO TOP PL. (3) TOENAILS (3) TOENAILS* DOUBLE STUD NAILS ® 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE NAILS 0 24" o.c. NAILS 0 16" o.G. DOUBLE TOP PLATE LAP SPLICE q NAIL5 IN LAPPED AREA (11) NAILS IN LAPPED AREA TOP PLATE LAP 0 CORNERS d INTER5EGTI% WALLS (2) NAILS (2) NAILS * 2Y2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"x0.120", SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE * ARE SHOWN) THIS MODEL HAS BEEN DES16NED IN AGGORDANGE WITH THE �th EDITION (2020) FLORIDA BUILDIN6 GODE (SEGTI ON 160q) LATERAL DES16N REQUIREMENTS FOR THE FOLLOWIN6 WIND SPEED � EXPOSURE ONLY: 140 MPH - EXP. B WIND IMPORTANCE FACTOR = 1.0 INTERNAL PRE55URE COEFFICIENT = ENCLOSED, +/- 0.15 ANY WIND 5PEED/EXP05URE NOT L 15TED HERE REQUIRES FORMAL EVALUATION � APPROVAL FROM M+K STRUCTURAL ENG I NEERI N6. EXTERIOR 4 5HEAR WALL 5HEATH I NG 5PEG 11= I CAT I ON5 INDICATES LOCATION AND EXTENT OF SHEARNALL NHIGH REQUIRES 5HEATHIN6 AND/ OR FA5TENIN6 SPECIFICATIONS BEYOND THAT OF STNDRD CONSTRUCTION SYMBOL SHEAR PANEL 5PEG. 15/52" PLYWOOD OR 05E3 FASTENED w/ PI 2V211xO.131" NAILS @ 6" o.G. ALON6 PANEL EDGES AND 12" o.G. IN THE PANEL FIELD. 15/52" PLYWOOD OR 05B FASTENED w/ P3 2Y211x0.131" NAILS @ 3" o.G. ALON6 PANEL E06E5 AND 12" o.G. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALLS w/ 15/32" PLYWOOD OR 05B FASTENED w/ 222"xO.131" NAILS @ 6" O.G. AT ALL PANEL E06E5 AND @ 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL E06E5 SHALL OCCUR OVER FRAMIN6 OR 2X BLOCKING SHALL BE PROVIDED TO SUPPORT PANEL E06E AND FA5TENIN6 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING @ I6"o.c. MAX. U.N.O. ON PLAN. 3. ALL SHEARWALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED T06ETHER w/ 3Y2"x0.131" NAILS ® 16"o.c. USE (8) E%"x0.131" NAILS ® EA. LAP SPLICE. (TYP. U.N.O.) 4. LATERAL ANALY515 ASSUMES ALL INTERIOR 5HEARNALL5 AND EXTERIOR WALLS ARE GONTINUOU5 SHEATHED ABOVE AND BELOW OPENINC75. 5. SEE ARCHITECTURAL DRAWINGS FOR ADD'L WALL CONSTRUCTION REQUIREMENTS. 6. ALL EXTERIOR NALL5 ARE CONSIDERED 5HEARNALL5. 1. WHERE PANELS ARE APPLIED TO BOTH FAGE5 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 OPENINC75 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARNALL5 50 LONG A5 THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 E06E NAILING REQUIRED AND OCCUR 16" MINIMUM FROM THE EN05 OF THE 5HEARNALL. q. ALL 5HEATHIN6 PANELS TO MEET U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 WITH 33(6 SPAN RATIN6 (MAX.) 10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE ARCHITECTURAL PLANS, THE 5HEATHIN6 USED IN THE -FIRE RATED ASSEMBLIES SHALL BE NOMINAL IV39 " THICK, APA RATED 5HEATHIN6 1IF, EXPOSURE 105B OR PLYWOOD PEI ACCORDANCE WITH THE UL DE516N5 SPECIFIED. Window a Door Allowable Wind Pre55ure5 140 MPH Wind Zone Ex o5ure E3" OPENING 51ZE INTERIOR ZONES END ZONE5(D 8' 6arage Door +18.5 P5F/-20.q P5F +18.5 P5F/-20.q P5F Ib' 6arage Door +11.1 P5F/-Iq.1 P5F +11.1 P5F/-Iq.1 P5F 10 SOFT. +21.2 P5F/-22.g P5F +21.4 P5F/-28.3 P5F 20 SOFT. +20.2 P5F/-22.0 P5F +20.2 P5F/-26.4 P5F 50 SOFT. +Iq.0 P5F/-20.8 P5F +IC1.0 P5F/-23.q P51F 100 SOFT. +18.0 P5F/-Iq.B P5F +18.0 P5F/-22.0 P5F 500 SOFT. +15.8 P5F/-11.6 P5F +15.8 P5F/-11.6 P5F CDEnd Zone is defined as the smaller of 10% of least horiz. dim. or 40% OF mean roof height. ®Pressures have been derived from 2020 FBG Table R301.2(2). ®Pressures charted here are allowable pre55ure5 and have been reduced per A5CE 1-Ib section 2.4.1 from ultimate pre55ure5. Divide a►loveable pre55ure5 above by a factor of 0.6 for ult. pre55ure5. ROOF FRAMING • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 1/I6" MIN. 05B/PLYWOOD 5HEATHIN6 24/6, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.113" RIN6 SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL ED&E5 4 ® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRAG TRU55E5 w/ RING SHANK NAILS ® 3" O.G. (U.N.0). PROVIDE BLOGKIN6 ALONG PANEL E06E5 AT FIRST 2 TRU55 BAYS FROM 6ABLE END. PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW IN/ 51MP50N VTGR GLIP5 o 24" O.G. • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLESS OTHERN15E NOTED. • ERECT AND INSTALL ROOF TRUSSES PER HTGA 8 TPI'5 BG51 I GUIDE TO GOOD PRACTICE FOR HANDLIN6, IN5TALLIN6 d BRAGIN6 OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRU55 SHOP ON65. SHALL BE 50BMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH d SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"x0.131" NAILS o 16" O.G. UPL I PT CONNECTORS BEARIN6 CONDITION TRU55 CONNECTOR LEN6TH < 15' 51MP50N H2.5T 51N6LE ROOF TRU55 BEARIN6 ON > 15' SIMPSON HIOA WOOD STUD HALL/WOOD BEAM ROOF 61RDER TRU55 BEARIN6 ON WOOD STUD HALL/HOOD BEAM . ALL 51MP50N HT520 SINGLE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARIN6 ON GMU WALL ROOF G.T., FLUSH BEAM OR ALL (2) 51MP50N HETAI6 FLUSH G.T. BR6. ON GMU WALL ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR AS L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT GONNEGTOR5 PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DESIGN 5TANDARD5 FOR METAL PLATE CONNECTED WOOD TRU55 GON5TRUGTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-49. ALL UPLIFT GONNEGTOR5 AND LOADS PER TH15 DRAHIN6 SHALL SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR 5PEGIFIGATION5 AND LOADS 5HOHN ON THE SHOP CARDS. LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARNALL EXTENT OF OVERFRAMIN6 •.,..�® - __---INDIGATE5 1/8"A" 5AH GUT CONTROL JOINT FMMI INDICATES LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HAN6ER INDICATES P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. 6ENERAL 5TRUGTURAL NOTES • DE51611 15 BASED ON 1th EDITION (2020) FLORIDA BUILDIN6 CODE. • WOOD FRAME EN6INEERIN6 15 BASED ON NOS, "NATIONAL DE516N SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DE516N LOADS: ROOF LIVE = 20 P5F DEAD = 1 PSF T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 5TAIR5 $ DEGK5) = 30 P5F ® 5LEEPIN6 AREAS = 50 P5F ® 6ARA6E = 200 # POINT LOAD @ GUARDS/HANDRAILS = 50 P51� ® GUARD IN -FILL COMPONENTS DEAD = 10 P5F (20 P5F TOTAL ® TILE) WIND ULTIMATE WIND SPEED $ EXP05URE A5 LISTED R15K GATE60RY II 6ENERAL FRAMIN6 • EXTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x 5PF#2 OR 5YP#2 0 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARIN6 HALL5 SHALL BE 2x 5PF OR 5YP 'STUD' 6RADE LUMBER o 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARHALL5 SHALL BE CONSTRUCTED WITH 2x 'STUD' 6RADE MEMBERS SPACED ® 16" O.G. (MAX). • ALL NON-BEARIN6 INTERIOR STUD HALLS SHALL BE CONSTRUCTED WITH 2x '5TUD' GRADE MEMBERS SPACED 0 24" O.G. (MAX.). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD d (1)2x KIN6 STUD, MINIMUM. - THE NUMBER OF 5TU05 SPECIFIED AT A SUPPORT INDIGATE5 THE NUMBER OF JACK STUDS REQUIRED, U.N.O.. • ALL HEADER5, BEAM5 d 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 d HEADER5 W/ 3-RON5 OF 3"x0.131" NAILS ® 12" O.G. STA66ERED. APPLY NAILING FROM BOTH FAGE5 3-PLY OR MORE CONDITIONS. UTILIZE 2 RON5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FACE NAIL BUILT UP 2x P05T5 N/ 3"x0.131" NAILS o 16" O.G. 5TAG6ERED. APPLY NAILING FROM BOTH FACES 0 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL CONNEGTION5 (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR NALL5 w/ 1/I6" 05B FASTENED w/ 2Y2"xO.131" NAILS ® 6" O.G. ® E06E5 $ 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOCKING AT ALL UNSUPPORTED PANEL E06E5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE 50LID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL P05T5 CONTINUOUS TO FOUNDATION/BEARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOHIN6: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10^b psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.0x10^b psi • FOR 2 d 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIE5 T06ETHER WITH 3 RON5 OF 3x0.131" NAILS ® 8" OIG OR 2 RON5 Y4"x_9Y2" 51MP50N 505 5GREN5 (OR 3Y2" TRU55LOK SCREWS) 0 16" 0/6. USE A MINIMUM OF 3 RON5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FAGE5 FOR 3-PLY CONDITION. LOCATE TOP 8 BOTTOM NAIL5/SCREN5 2" FROM E06E. 50LID 3 Y2" OR 5 Y4" BEAM5 ARE ACCEPTABLE. USE 2 RON5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FOR 4 PLY BEAM5 OF EQUAL WIDTH, FASTEN PLIE5 T06ETHER WITH 3 RON5 OF)'4"xb" SIMPSON 505 5GREN5 (OR 6 3/4" TRU55LOK 5GREH5) o 16" OIG. USE A MINIMUM OF 4 RON5 FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FA5TENIN6 AT BOTH FAGE5 (ONE 51DE ONLY FOR TRU55LOK 5GREN5). LOCATE TOP AND BOTTOM 5GREN5 2" FROM E06E. A 50LID 1" BEAM 15 ACCEPTABLE. • ALL INTERIOR NALL 5TU05 IN CONTACT w/ GMU HALLS SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LON6 TAPGON5 0 24" O.G. FLOOR FRAMING • I-J0I5T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY I -JOIST /TRU55 MANUFACTURER, UNLE55 OTHERN15E NOTED. • I-JOI5T/TRU55 SHOP DN65. SHALL BE SUBMITTED TO ARCH. 8 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY • FLOOR 5HEATHIN6 SHALL BE 23/32" GONFORMIN6 TO P52-04, 24" O.G., EXPOSURE I, TON6UE AND 61ROOVE ED6E5, FASTEN 5HEATHIN6 TO FRAMING MEMBERS H/ 6LUE AND 3"x0.131" NAILS 6" O.G. AT PANEL ED6E5 4 12" O.G. AT INTERMEDIATE SUPPORTS. TYPICAL STAIR GON5TRUCTION NOTES • (3) SINGLE PLY 2x12 5TRIN(5ER5 FASTENED TO HEADER AT TOP OR LANDING, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM w/ (1) 51MP50N A35 CLIP AT EACH 5TRIN6ER. • FASTEN 2xb P.T. PLATE TO CONCRETE SLAB w/ (3) 3/6" DIA. x 3 Y2" LON6 TAPGON5. • FASTEN END 5TRIN6ER5 TO ADJACENT HALLS w/ (2) 3"x0.131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE 3/4" FLOOR DEGKIN6 ON RISERS AND I" FLOOR DEGKIN6 ON TREADS. 9 SEE STAIR FRAMIN6 SECTION FOR MORE INFO. seal: 0j%j1 djj IF�a G . N 77 '• 0 2022 structural Qyf ering, Inc. CM J� W w Z c CD Z C" W J Q Z= � CS A I_ 4 ,a � oc W� Cn E �Q5 'a j T Q O° E ; + njZ A CD :v CD W Y y W m C N ElY r� a M&K project number: 068-2001 1 project mgr: .J S B drawn by: B C issue date: 01-1 8-2 2 REVISIONS: date: initial: sheet: ~ro SM0.0 � r � i •re rmc� r!nvr�r� i II .�oL51c. f 12" WIDE GONG. — TURNDOWN EXTENDED MIN. 12" BELOW GRADE 0 I 0 2 t- � 5D-I I N -0 o 18'-8" 21'-4" PATIO SLAB: ' 3 Y2" GONG. 5LAB ON 6RADE (2500 P51 MIN.) 2 HVAG W bx6-W1.4xN1.4 MESH OR FIBER MESH ON 5D-I UNIT 615% GOMPAGTED FILL OR VIRGIN 5O1L. 3 Y2 STEPLU -1 1 5D-I 5D-I 3 Y2" STEP01 I I I 1 I I FRENGH DOOR REGE55 I I PER MANUFAGTURERS • I INSTRUGTION I I I I I ' I I I I • I NOTE: REFER TO BLOCK ► I . I PLAN FOR ALL DOWEL LOCATION DIMEN51ON5. •1 I � I ____ _ _ .__ __.__ ._ _._ ew .......... -. ._ .. n._ .... ... ...... . I I I I I , I• I I I I I ' I •1 20'-0" 20'-0" 1 I 3 Y2 5TEP ' — • 1 4 4 I � I 5D-I I 5D-I I o 3 Y2 5TEP 6ARAH 5LAB: I 1 3 Y2" GONG. 5LAB ON 6RADE 1 1 7 1 (2500 P51 MIN.) W 6x6-NI.4xNl.4 I• 5D- I 1 MESH OR FIBER MESH OVER 6 MIL. POLY ON Q5% GOMPAGTED I I FILL OR VIR61N 5O1L. 3 Y2 5TEP I 1_ _ _ _ _ _ _ism• _I. _.__. _ _.... _ _ _.__.__.. _._... I I I 6 I I I I o 1 1 I •I o I I I LU I I I _ L--- --- —J 5 I ------- --------� —O 2 5D-I 14'_0" M 0 LEGENP • ® INTERIOR BEARING WALL • _ _ _ BEARIN6 NALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL I: • : : I EXTENT OF OVERFRAMIN6 • - - - ----INDICATES 1/6'xl" SAW GUT CONTROL JOINT `.' INDICATES LOCATION OF REINFORCED GMU GORE (5EE NOTES) J L METAL HAN6ER • INDIGATES P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES $ SCHEDULES 2 5D- n seal., a Ir0 62 TC Cyr r © copyn;1 t-:'I�ULli0642 Structural Engineering, Inc. aCD z JF= w w N Z z w a J m Z= �v F- • c_ C E W~ a Q. JZ o W o y m W C N cc M C. IV M&K project number: 068-200 1 1 project mgr: .J S B drawn by: BC issue date: 01-18-2 2 REVISIONS: date: initial: 'Q Q 0 ...J LL I --I Z 5 0 a 5D-I N 'Q '� ] 'Q cL w pp d (y) U) [L O z JJ SLAB PLAN sheet: SCALE: 1/4"=1'-0" (22x34 SHEET) SCALE: 1/6'*'-0" (110 SHEET) F" • A 18'-8"&# 21'-411 4'_2" 4'-6" 3'-0" 6'-4" ' 5'-q" 5'-q" 4'-6" 5'-411 Of MB-1 lach i i— LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL EXTENT OF OVERFRAMIN6 •— _ ------INDIGATE5 1/8"xl" 5AW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE (5EE NOTE5) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 501-I1) BLOGKIN6 UNDER P05T OR JAMB ABOVE. MASONRY LINTEL DETA I L5 REINFORGEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORGEMENT M13-1 8F8-OB/OT ----- ----- ME -2 8F8-IB/OT ----- (1) #5 MB-3 BFIb-IB/IT (1) #5 (1) #5 MB-4 8RF14-I13 ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PRECAST CO., AND LOTT'S GONGRETE. NOTES: I. ALL LINTEL5 w/ 5PAN5 6REATER THAN 14'-0" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORGEMENT SHALL BE GRADE 60, fy=60 k51 b. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOCATED DIREGTLY ABOVE THE OPENING BELOW MASONRY LINTEL ABBEMBL I EB 5EE SCHEDULE AND 5PECIFIGATION5 FOR ADD'L INFO I '+— MIN. (1) GOUR5E/BOND I L4J = BEAM ABOVE LINTEL MIN (U GOURSE/BOtb BEAM L4J I BEAM ABOVE LINTEL GROAT GROUT BOTTOM RENF. PREGA5T LINTEL W #- BEDDED REINF. MB-1 I p I PRECAST LINTEL W ENDED REINF. MB-2 TOP GOUR5E, IF L4J r TOP COURSE, IF m ° I LQJ I i REQb PER ARCH. I I REQb PER ARCH. TOP REINF. OR CONT. � -� GONT BOND CAM BOND BEAM REINF. REINF. A5 REQb GRO11r BUT _ BOTTOM REIFF. BOTTOM REINF. -- PRECAST LINTEL W I w• I PRECAST LINTEL w/ EMBEDOW FZEINF. �#- Eh18®DED REINF. MB-3 N MB-4 REFER TO 5-0.0 FOR Tl'PIGAL STRUCTURAL NOTES S SGHEDULFS seal: �• C N 8 4 ' AT OF 0 2022 © copyright: MULHERN & KULP Strudural Engineering, Inc. aCD z J� W W z N c� z W CI- J a) Q ZF- .0 Ei � r— C) I � 9 �Q tm WF-- C .5 T Q O0 E + Q A z W o y W m N C. Ch C. M&K project number: 068-2001 1 project mgr: .J S B drawn by: BC issue date: 01 - 1 8-2 2 REVISIONS: date: initial: d I p 0 J IL • w e V3'-011 d Z • - . . . • >nMFIM r O LL o CD N N d m � I~ Lr)UCID MB-I i-- I--' MB- I MB-3 mm a,, ,.,� air,>; W 51_�j`i 31-211 -/ 5,-4" 1( 1_0 21-411 Or 141_011 5'-411 201_811 40'-011 BLOCK FLAN. sheet: SCALE: 1/4"=1'-0" (22x34 SHEE SCALE: I/8"= I'-0" (110 SHEET) Fmo2.0 FASTEN I NTER5EGT1 N6 DROPPED BEAMS TO POST PER DTL U/5D-2 ABA46Z BASE a IW CD rQ S I FF I I� REAR LANAI DROPPED BEAMS: 4x6 `POST w/ (2)2x12 N/y2" OSB/PLYWOOD 51MP50N BG46 GAP BTWN. PLYS (TYP. OF 5) ff ABA46Z BASE _ _ _ _ _ _ !1 II DROPPED 1BEAM� DROPPED BEAM SIMPSON HUG412 FASTER BACK TO GMU BLOCK W 51MP50N TITEN 5GREN5 I r6 NWW C FI I I I I o I Fr� ----------------------------------------------------------� I I I - I yIC I I I I � I I � I ----------J_L-------- L Ll i L LEGEND • ® INTERIOR BEARIN6 WALL • c = = = = BEARIN6 WALL ABOVE • BEAM / HEADER • M � m LOCATION AND EXTENT OF 5HEARNALL EXTENT OF OVERFRAMIN6 • - -----INDIGATE5 I/8"A" 5AN GUT GONTROL JOINT INDIGATE5 LOGATION OF REINFORGED GMU GORE (5EE NOTES) J L METAL HAN6ER INDIGATE5 P05T ABOVE. PROVIDE SOLID BLOGKIN6 UNDER P05T OR JAMB ABOVE. ROOD FRAMING PLAN ROOF FRAMING • 5EE ROOF TRU55 UPLIFT GONNEGTOR 5GHEDULE FOR ALL ROOF TRU55 GONNEGTOR5. • ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05B/PLYWOOD 5HEATHIN6 244b, EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 %"x0.113" RIN6 SHANK NAIL5 (R5R5-01 OR EGUIV) 0 6" O.G. AT PANEL E06E5 $ 0 6" O.G. IN FIELD. FA5TEN 5HEATHIN6 TO 6ABLE END $ DRA6 TRU55E5 w/ RING 5HANK NAIL5 0 3" O.G. (U.N.0). PROVIDE 13LOGKIN6 ALON6 PANEL E06E5 AT FIRST 2 TRU55 BAYS FROM 6ABLE END. PROVIDE "H" 5TYLE GLIP5 ALONG UN5UPPORTED ED6E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND GONTINUOU5LY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY 5ET5. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR GLIP5 o 24" O.G. • ALL METAL HAN6ER5 5HALL BE 5PEGIFIED BY THE TRU55 MANUFAGTURER, UNLE55 OTHERN15E NOTED. • EREGT AND INSTALL ROOF TRU55E5 PER WTCA $ TPI'S BG51 I GUIDE TO GOOD PRAGTIGE FOR HANDLIN6, INSTALLING $ BRAGIN6 OF METAL PLATE CONNEGTED WOOD TRU55E5." • ROOF TRU55 SHOP DW65. 5HALL BE SUBMITTED TO ARCH $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. • 50PPORT PORCH $ 5HORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER FA5TENED TO FRAMING w/(2) 3"xO.131" NAIL5 0 16" O.G. UPLIFT GONNEGTOR5 BEARIN6 CONDITION TRU55 GONNEGTOR LEN6TH < 15' 51MP50N H2.5T 51146LE ROOF TRU55 BEARING ON > 15, 51MP50N HIOA WOOD 51UD WALL/WOOD BEAM ROOF 61RDER TRU55 BEARING ON ALL 51MP50N HT520 WOOD 5TUD WALL/WOOD BEAM SINGLE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARIN6 ON GMU WALL ROOF 6.T., FLU5H BEAM OR ALL (2) 51MP50N HETAI6 FLU5H G.T. BR6. ON GMU WALL ALL BEARIN6 POINTS OF EAGH ROOF TRU55 5HALL BE GONNEGTED WITH GONNEGTOR A5 L15TED ABOVE. IT 15 THE RE5PON51BILITY OF THE ENGINEER OF REGORD TO DE516N THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTED WOOD TRU55 GON5TRUGTION". M$K HA5 ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN AGGORDANGE WITH THE REOUIREMENT5 OF A5GE-1-I(9. ALL UPLIFT GONNEGTOR5 AND LOADS PER THI5 DRAWING 5HALL 5UPER5EDE THE TRU55 MANUFAGTURER'S UPLIFT GONNEGTOR 5PEGIFIGATION5 AND LOADS SHOWN ON THE SHOP GAR05. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES $ SGNEDULES seal°'_ 4 � .f TAT Or © copyright: MULHERN &9n J u n. L L � Q g02q Structural En in CD z JJ w w N z_ Lo z w a J Q Z� F- A t UJ �J mE Q J- z a)o W 0 p o y m LO W cn N C: M Q. IV IV M&K project number; 068-2001 1 project mgr: J S B drawn by: B C issue date: 01 - 1 8-2 2 REVISIONS: date: initial: sheet: d O J LL z 0 x a J �y IJ. Q W U °m° J can 0..� z J� J 2 Ip 2 SCALE: I/4"=1'-0" (2244 SHEET) SCALE: I/5"=1'-0" (IlxI1 SHEET) Sm 1.3 FILLED CELLS (SEE PLAN) 4" 6ARA6E i TOP VIEW @CORNER 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) F -1 T GONG. OR PAVER 6ARA6E WALL b.° 4 - - - DRIVEWAY I-- BEYOND _ _ III=III-1I1=1I1= 0 6RADE I I —III —III —III —I m -�-, =1 I MI 1 1= I III I I —I I I —I I I —I I /-6ARA(5E SLAB - -I I I —II —� I I —III < 1=1 I I —I I 1=1 11- m 4„ (SEE PLAN) —I I I I I m I l l II I I III I I I III I I I III- �— G A • d — I I —III —I i 1= 16"x8" THICKEN E06E W/ (2) #5 GONT. THICKENED EDGE ® 6ARA6E DOOR DETAIL SCALE: MS 8" GMU BLOCK (1) #5 VERT. FROM FT6.- TO BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" GROUT CELL 5OL 11 zx a3 O . GRADE =1 I 1=1 11= d —1 I M1-� Q '—I I I- v ' 1=11 I- - e . . 111=i11' I) #5 DOWEL W/ 6" HOOK AT -_ _-III=_) I ALL VERT. WALL REINF. ' 11 I I I I —III -III -� I I (SEE PLANS FOR LOCATION) GLEAN COMPACTED i III III -III I I I= —III..—i 11 FILL ® 95� WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS 2-STORY: 1'-4" WIDE W (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS POOTI NG SECTION IN/ BLOCK DETAIL SCALE: WS 8" WIDE GONT. GONG. GURB 8" GMU BLOCK - BEYOND EXTERIOR DOOR w GARAGE SLAB MTL. THRESHOLD } (SEE PLAN) SET IN SEALANT e PAVERS (SEE PLANS) r.e `rl= —III—�I 111—�I I- IIIII '-1 I IJill III -1 I — I I 1-111I) #5 DOWEL W/ 6" HOOK AT 1=I _ 11- II=1' =-( ALL VERT. WALL REINF. III=� I III=11� - III I I (SEE PLANS FOR LOCATION) - GLEAN COMPACTED III FILL ® 95% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE W (2) #5 BAR5 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS G�4R GE CURB DETAIL a 5 SCALE: � R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) III=III—III—� _ I- `' MII II I I M.III=III- a .. I —I I I=III- :, - - -„� I �=III=III=III=1 I-1'' MONOLITHIC GLEAN GOMPAGTED III =III= III FOUNDATION W/ (2) #5 FILL ® a5% STANDARD WI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE W (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 DENTRY DOOR DETAIL SCALE: �rrS rATO/PORGH/LANAI ISLAB EE PLAN) 8"x8" THICKENED - SLAB W/ (1) #5 GONT. (DITHICKENED EDGE DETAIL SCALE: � 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID PORCH/PATIO/LANAI SLAB OR PAVERS (SEE PLAN) oz �i EXP JOINT — V m R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR 5TRIP5 -PER BUILDER HOUSE SLAB (SEE PLAN) �' e a" b l—III—III—I I I 4 1—III—III—III—II :' —III—III—III-I I � ,. I�III��IIIII�IIIII; I' '.I I=1 �H1 {I) #5 DOWEL W/ 6" HOOK AT III=III- ALL VERT. WALL REINF. 1=III=III=1 I III= (SEE PLANS FOR LOCATION) GLEAN COMPACTED FILL ® 95% MONOLITHIC FOUNDATION STANDARD DENSITY WI TH W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE W (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 EXTERIOR WALL ® PORCH/PATIO/LANAI DETAIL WAX: WS Y2" GYP. BD. EA. SIDE OF 2x4'5 ® 16" O.G. Y2" J-BOLTS 6" FROM EA. r END OF WALL AND SPACE ® 32" O.G. 2" (6" MIN. EMBED) STUD PLATE TIES PER > PT BOT. PLAN ® 5TUD TOP 8 PLT. BOT. d.. ..Q ° °. e d C) <a e 16 G . (2) #55 GONT. W/ --/ „ „ 3" MIN. CLEAR 8 8 UPLIFT GONNEGTOR5 SUCH A5 STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALL5 NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. GARA&E STEP DOWN DETAIL SCALE: WS 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID ;e <c L L az) O BADE I I I=111=I I I=I I I- z 1 4= PVG CHASE SLEEVE TO BE �i III -III e. III-_ III -_I TWICE THE DIAMETER OF o I IIIIIMI I I =—I 11=_I I PROTECTED PIPE III 11=III=III _� 11 GLEAN COMPACTED I I ,III IIII (-III i 111= —III..-11 FILL ® 95% WI TH %_ MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE W (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS GH��TS DET�r I L S SCALE: A. " e 11—I 11- Al b°. R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) seal: � a' do 7 24 is o Z-pe A E OF �AN IO n .. y , © copyright :1�ULH�f�Fhjh'E�P�M structural Engineering, Inc. 0 CD Z mi cc W W Z_ N g t!7 Z W + CL < cr_ Z � Q cam.,, C..7 t Q JQ W~ � C -!0Q$ � a a j Jz Z 1 ¢g �E 0 y W m cm N W c�M C. M&K project number: 068-2001 1 project mgr: JSB drawn by: BC issue date: 0 1- 1 8-2 2 REVISIONS: date: initial: d Q �i 0 6" GMU BLOCKLL BEYOND R4.1 FI-FOIL OR EQUAL '~ O EXTERIOR DOOR OVER 3/4" FURR STRIPS -PER BUILDER Ld (f MTL. THRESHOLD SET IN SEALANT HOUSE SLAB (SEE PLAN) 3Y2" GONG. SLAB WIDTH PER ARCH i i 1 "'''' Z PORGH/PATIO/LANAI w/ WWF OR FIBERME5H REINF. , LU L-� 0 SLAB OR PAVERS (SEE PLANS) OVER 6 MIL VAPOR BARRIER } a v 1 PER MANUF.. '. —I I M I e 111-111=111— I I=1 11= a e e d —III—III OL H I I a III —III —III —I I- < ° e- . , e s r—•r 'Q '—III—I III —I I e` e e I-111=1 I I —I I t� a . b ° e a e MI 11=1 I I- v III —III— m w 411 w 11I �=1 11-� GLEAN COMPACTED � � � 1 I I _I I �= I �' 'MoNouTHIG FOUNDATION W(2) #5 S" MIN 8" m (2) #5'5 GONT. z J OD I— FILL ® 95% STANDARD WI TH GONT. ON GHAIR5 U) �4 DENSITY AND TERMITE 1 TREATED O '< Z 2-5TORY: 1'-4" WIDE n 0 w/ (2) #5 BARS LL 1••�-� J J1-STORY: I'-0" WIDE W/ (2) #5 BAR5 sheet: EXTERIOR OUTSWI NG 4 SW POURED SILLS DETAIL SLAB RECESS AT SHOWER SD-1 SCALE: NT5 SCALE: WS 2x4 ® Ib"o.c. FA5TENED TO 6ABLE END TRU55 w/ FA5TEN SHEATHING TO 2x4 2x4 BLOGKIN6 w/ (2)3"x0.131" TOENAILS. BLOGKIN6 w/ 2 %"xO.113" (3)3 )/4"xO.I31" RIN6 SHANK NAILS ® 4"O.G. TOENAIL5 EACH END PROVIDE 50LID SHIM BETW'N TRU55 d CONNECTOR IF TRU55 LOCATED x " 1 1 " LE55 THAN I Y2" FROM CONNECTOR. M C 2'-011 MIN WHERE TRU55 15 GREATER THAN I Y2° FROM UPLIFT CONNECTOR, REFER TO 6ABLE END VERTICAL WEB TYPICAL RETROFIT DETAIL P. REINFORGIN6 A5 REQURIED ( ROOF 5HT6 (4) 3 Y4"x0.131" FASTEN ROOF SHEATHING BY TRU55 MANUF. 5HALL BE NAILS TO FA5GIA WITH 2 %"x0.113" 2xb P.T. PLATE FASTENED GONT. 24" MIN RIN6 SHANK NAILS TO BOND BM. W/Y2" VIA. ONTO ROOF ® b" O.G. ANCHOR BOLTS ® 32" O.G. WITH 7" (MIN.) EMBEDMENT. w X EXTERIOR 5HEATHIN6 EDGE = Q 5EE UPLIFT GONNEGTOR NAILING- 2 Y2"xO.131" NAILS 5GHEDULE ON PLAN5 FOR ® b"O.G. ° CONNECTOR 5PEGIFIGATION5 2xb FA5GIA FA5TEN BOTTOM CHORD OF -5EE ARCH PROVIDE M015TURE BARRIER TRU55 TO P.T. 51LL PLATE w/ 8" GMU BOND BEAM PLATE (PER TRU55 MANUF) ® Y4" DIA. x3'2" LONG 505 ° W/ (1) #5 GONT. EACH TRU55. 5GREW5 ® 16" o.c. 2x4 BRAGE w/2x4 T-BRAGE, 8" REINF. GMU WALL PROVIDE MOISTURE 5PAGED ® 4'-0" O.G. MAX. PROVIDE 2x4 BLOCKING ® 4e O.G. IN FIRST (3) BAY5 OF -5EE PLAN FOR VERT. VERT WALL REINF. TO BARRIER PLATE BELOW FA5TEN 2x4 TO 'T' w/ 3 Y4"xO.131" ROOF TRUSSES -GUT TO FIT d HORZ. REINF. 5PEG5 EXTEND INTO BOND BEAM WOOD MEMBERS ON GMU (PER TRU55 MANUF) NAILS ® 12" O.G. TIGHT BETWEEN TRU55 BOTTOI (NOT REOV AT TRU55 HE16HT5 GHORD5 AND NOTCH AROUND 8" GMU BOND BEAM w/ 4'-1" OR 5HORTER) 51LL PLATE (1) #5 BAR GONT. FA5TEN DRYWALL TO 8" REINF. GMU WALL VERT WALL REINF. TO BLOCKING w/ 5GREW5 /NAILS ® b" O.G. -5EE PLAN FOR VERT. EXTEND INTO BOND BEAM ME4 HOB. REINF. 5PEG5SE�9/ /4"=1'-0" SCAL=I'-0' ROOF TRU5 -5EE PLAN (2)3 Y2"xO.131" 8" GMU BOND BEAM w1 (1) #5 BAR5 GONT. 8" REINF. GMU WALL - -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 3/WX0.113" RING SHANK HIP 63. 2x4 FLAT BLOGKIN6 ® 16" o.c. FASTENED TO BOND BM. w/Y4" DIA. x %4' TAPGON ROOF TRUSSES (2)3 Y2"x0.131" -5EE PLAN - C AGTCAI n,,,,C 5HT6. TO HIP .113" RIN6 D 6" O.G. VALLEY 5ET OVERFRAMIN6 - UPLIFT CONNECTOR -5EE PLAN - HIP JACK TRU55E5 FA5TEN EACH OVERFR TRU55 TO TRU55 BELO FASTEN BOTTOM CHORD OF 6XITH (1) 51MP50N VTGR TO TOP OF WALL w/ 51MP50N ® 24" O.G. 8" GMU BOND BEAM w/-J H6AMIOKTA CLIP ®48"O.G. VERT WALL REINF. TO (I) #5 BAR5 GONT. (CONNECTOR INGL'D IN PAGKA6E) EXTEND INTO BOND BEAM 8" REINF. GMU WALL VERT WALL REINF. TO -5EE PLAN FOR VERT. EXTEND INTO BOND BEAM (DfdTa ION 4 HORZ. REINF. 5PEG5 i4"=,'-0" SECTION SCALE: S/4"=1'-0" f BOND -BEAM - CONTIN. PREGA5T HEADER 8" GMU PIER ENTIRE CCLUMN TO BE 6ROUT FILLED GA5T-GRETE GA5T-GRETE WINDOW SILL, WINDOW SILL, OR EQUIV. OR EQUIV. DOUBLE WINDOW QtA RY P I ER DETA ILE: NT'S TRIPLE WINDOW 51M. BY WINDOW/DOOR MANUFACTURER TYP 1 CAL OVERFRAM I NG CONNECTION DETAIL SCALE: N.T.S. NOTES: PROVIDE SOLID SHIM BETW'N TRU55 4 GONNEGTOR IF TRU55 LOCATED LE55 THAN I YY FROM GONNEGTOR. WHERE TRU55 15 6REATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 2 3/6"xO.I13" RIN6 SHANK NAILS ® 6" O.G. 2xb FA5GIA -5EE ARCH REINF. MA50NRY LINTEL/ BEAM - - 5EE PLAN FOR 5PEGIFIGATION5. SECTION 3 SCALE: S/4"=I'-0" ALL LAPS IN MA50NRY 25" - RUNNING BAR ROOF 5HEATHIN6 #5 BENT CORNER BAR ROOF TRU555 GROUTED GELL I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW/DOOR, FA5TEN BUCK TO MA50NRY W/ (1) ROW OF -%W" TAPGON5 6" FROM EN05 AND 16" O.G. MAX. TAPGON5 TO BE i Y2" MIN. FROM E06E OF BUCK. 2. BUGK5 LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. 5TRUGTURAL CONNECTION OF WINDOW/DOOR TO 5TRUGTURE BY OTHER-5 IN THI5 GA5E. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X BUCKED OPENING, U5E (3) ROW5 OF 3"xO.131" NAIL5 5TA66ERED ® 12" O.G. EA. 51JGGE551VE BUCK. 4. MIXING OF IX AND 2X BUCK5 SHALL BE PERMITTED FOR THE SAME OPENIN6 IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FA5TENIN6) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUGK W/ (2) ROW5 OF 2 Y2"xO.131" NAIL5 ® 16" O.G. FA5TEN WINDOW/DOOR TO 2X PER WINDOW/DOOR MANUFAGTURER'5 5PEG5. WINDONDOOR BUCK DETAIL H 5GALM NT5 T`(P. CORNER VERT. NALL RE I NFORC I NCG DETAIL SCALE: NTS 2xbxl2" OR 2XSXI2 "P.T. CENTER BUCK 5EE UPLIFT GONNEGTOR 5GHEDULE ON PLANS FOR CONNECTOR 5PEGIFIGATION5 CONNECT EACH END OF MA50NRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL w/ 24" LE65 PROVIDE 50LID SHIM BETW'N TRU55 4 CONNECTOR IF TRU55 LOCATED LE55 THAN I YY FROM CONNECTOR. WHERE TRU55 15 GREATER THAN 1,14211 FROM UPLIFT CONNECTOR, REFER TO TYPIGAL RETROFIT DETAIL P. 2x FA5GIA -5EE ARCH FA5TEN EXTERIOR 5HEATHIN6 TO 2x4 BLOGKIN6 IN EA. TRU55 BAY w/ 2 Y2"xO.131" NAIL5 ® 6" O.G. _ FASTEN EA. 2x4 BLOGKIN6 IN EA. TRU55 BAY TO BOND BM. w/(4) HILTI ON112P8 PAF's FA5TEN EXTERIOR 5HEATHIN6 TO 2x BLOCKING w/ 2 Y2x0.131" NAILS ® 3"O.C. - 8" GMU BOND BEAM w/ ' (1) #5 BARS GONT. 8 REINF. GMU WALL - -5EE PLAN FOR VERT. d HORZ. REINF. 5PEG5 � SECTION SCALE: 3/4"=1'-0" (1) #5 IN BOND BEAM �n ----------------- I } PREGA5T LINTEL, 5EE PLAN FOR 5PEGIFIGATION VERTICAL REINFORGEMENT PER PLAN (1) #5 VERTICAL IN GROUT FILLED CELL (IF REQ'D PER PLAN) NOTE: ALL HOOK5 AND 5PLI6E5 TO BE GON5TRUGTED AND 51ZED PER NOTES Q�VE�RE I NFORG I NG DETA I L T. SCALNT5 NOTES: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). 5EE TYP. FOUNDATION 2. PROVIDE 3/4" DIA. HOLE FOR DETAILS FOR ADDITIONAL OF OPENING DOWEL, BLOW OR BRUSH GLEAN. INFORMATION NOT SHOWN 3. FOLLOW MANUF. INSTALLATION HERE IN5TRUGTION5. FUTURE 8" GMU BLOCK I`� #5 VERT. BAR TO BE DIA. ANCHOR DRILL 6" INTO EX15T'6 LOCATED PER PLAN 5LAB, EPDXY tI DRIVE I I IN 6ROUTED CELL #5 DOWEL, PROVIDE MIN. I I = 2X4 P.T. TOP BUCKV 30" LAP SPLICE I I I m N I I _z 2X6 OR 2X8 P.T. BUGK I ' EACH 51DE OF OPENING -VERIFY CONN. REQ'MT w/ DOOR MANUFACTURER az I ' PROVIDE (5) %" DIA. J-BOLT W/ 5Y2" GRADE _ _ I El I I -I I -I Ii I 11. EMBEDMENT AT EACH DOOR BRACKET, -III-III-I I -III1 A I I -I I I -I I I -I I I- EAGH SIDE OF DOOR. PROVIDE IY2°x3�fe' O -III=III-III-I I < I -III -III -I I- -III-III-III JII-III=I I- THICK WA5HER W/ EACH ANCHOR (15T BOLT TO BE 8" MAX ABV CURB REST EQUALLY( - 5PAGED APPROXIMATELY 24" O.G) - START BOLTS AFTER 6ARA6E CURB 0" MAX) GARAGE DOOR BUCK DETAIL K SCALE: NT5 MISSED DOWEL RETROFIT DETAIL 4xb P.T. P05T DROPPED BEAMS PER PLAN ROOF TRU55E5 -5EE PLAN UPLIFT CONNECTOR -PER 5GHEDULE VERT WALL REINF. TO EXTEND INTO BOND BEAM PROVIDE (1) 51MP50N L5TAI8 STRAP ON EACH EXTERIOR FACE OF P05T, q" MIN END LEN6TH REAR WOOD LANAI TYP. BEAM TO POST CONN. SCALE: 3/4'4-0' (D=5ETROFIT DETAIL : 8/4"=1' 0 SCALE: NT'S SIM. o M STEM FM DROPPED 6RADE 5EE DETAIL I ON 5TRUGTURAL PLAN5 FOR ADDITIONAL GONNEGTION INFO NOT SHOWN HERE FA5TEN EA. ROOF TRU55 TO GMU w/ 51MP50N M5TMI6 TW15T 5TRAP. FASTEN 5TRAP TO GMU w/ (4) Y4" DIA. x 2 Y4" LONG TITEN 5GREW5 PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EACH TRU55. PROVIDE 2x FLAT BLOGKIN6 FIT TIGHT TO ROOF TRU55E5 ® EVERY OTHER BAY FA5TENED TO GMU w/ (3) Y4" DIA. x 3 Y2" LON6 TAPGON5. FASTEN BLOCKING TO ROOF TRUSSES w/ (2) 3 Y4'xO.131" NAIL5 ® EA. END. LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REQU I RED ALL APPLICABLE AREAS. THESE WHERE SPECIFICALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. seal a 77 2 '• Y4 a TA E O� © copyright: MULHERN aAN 2 0 2022 Structural Engineering, Inc. aCD 0 Z _J iE w W N z 9 CD z w aa- J a as cc Z= -� H L) �Q CEac W� Cn m E X a Q Jz -g W Y !2o Com _ W g N � M O. M&K project number: 068-2001 1 project mgr: , J rJ- B drawn by: BC issue date: 01 - `I 8-2 2 REVISIONS: date: initial: sheet: M' 4 a a Q 0 J LL. J W � Q z 0 � d d � C� W U � J m� ui Y a. z J J SDm2 n PERMANENT ROOF TRU55 BRAGIN6 NOTES: (51N6LE FAMILY HOME OR TOWNHOUSE GONSTRUGTION, WITH ROOF TRU55E5 SPAGED NO MORE THAN 24" O.Ga I. WOOD TRU55E5 SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENT SAFETY INFORMATION (BGSU "GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6, RESTRAINING 4 BRACING OF METAL PLATE CONNECTED WOOD TRU55E5," (2008 EDITION). 2. TOP CHORD BRACING: TOP GHORDS SHALL BE BRACED BY DIREGT-APPLIED PLYW000/0513 SHEATHING. • IF SHEATHING 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLINS FASTENED TOP CHORD, CONTACT MdK FOR BRA6IN6 DE516N. 3. BOTTOM CHORD BRACING: a. THE BOTTOM GHORDS SHALL BE BRACED BY DIREGT-APPLIED G.W.B. CEILING 4. WEB MEMBER BRAGIN6: THE TRU55 MANUFACTURER SHALL INDICATE THE TRU55 MEMBERS (WEBS, VERTICALS) THAT REQUIRE LATERAL BRAGIN6/RE5TRAINT. a. TOR V BRACE: WHERE BRACING 15 REQUIRED A5 INDICATED ON SHOP DRAWING, UTILIZE 'T' OR V BRACES (REFERENCE BG51-133 FIGURES 83-18 +E 83-19). SHOP APPLIED REINFORCEMENT PER E 51-B3 FIGURES 83-22 Q BG-23 15 ACCEPTABLE. 'T' d 'L' REINFORCING MATERIAL SHALL MATCH THE 51ZE OF THE WEB/VERTICAL MEMBER. a 'L' t 'T' REiNFORGIN6 TO BE A MINIMUM OF 90% OF THE LENGTH OF THE WEB/VERTICAL MEMBER. • FASTEN 'L' OR 'T' REINFORGING TO WEB/VERTIGAL W/ Ibd GUN NAILS (0.13lx3 I/2") AT b" O.G. b. CONTINUOUS LATERAL BRACING ALTERNATE: WHEN THREE (3) OR MORE 51MILARLY GONFICURED ROOF TRU55E5 AL16N, CONTINUOUS ROWS OF LATERAL BRAGIN6 MAY BE USED IN LIEU OF THE ABOVE -NOTED 'L' OR 'T' BRAGES. • GONTINUOUS ROWS OF LATERAL BRACING SHALL GON515T OF MINIMUM 2x4. ROWS SHALL BE LAP SPLIGED ONE TR E% BEYOND IN EACH DIRECTION. SECURE BRACE TO EACH TRU55 GOMPRE55ION WEB W (2) Ibd 6UN NAILS (0.1310 1/2"). • GONTINUOUS LATERAL BRAGIN6 SHALL BE RESTRAINED BY DIAGONAL BRAGIN6 (MIN. 2' THICK NOMINAL LUMBER 4 MINIMUM 5PF STUD' GRADE MATERIAL). THIS BRAGIN6 15 TO BE CONTINUOUS. PROVIDE ONE ROW OF DIAGONAL BRAGIN6 AT VERTICAL WEB MEMBERS OF TRU55E5 GLO5E5T TO EACH 6ABLE END WALL d ADDITIONAL DIA60NAL5 AT 20'-0" A5 REQUIRED. DIAGONAL BRACE NAILED TO OPP051TE PROVIDE (2) Ibd NAIL5 v 51DE OF WEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIRECT -APPLIED PLYWOOD/05B ./i ROOF 5HEATHIN6 GONTIN. LATERAL BRAGIN6 TO LAP AGRO55 MIN. (1) TRU55 BAY A5 SHOWN 2x 5TRON6BAGK MOT REQV FOR STRUGTURE) DIRECT -APPLIED PLYWD/05B WMPRE55ION WEB (5LOPIN6 OR VERTICAL) GONTINUOUS LATERAL BRACE ALTERNATE A (3) OR MORE ADJACENT 51MILAR TRU55E5 (SEE INDIV. TRU55 SHOP DRAWIN65 x FOR LOGATIONS) 2x 5TRON6BAGK MAY BE INSTALLED FOR CONSTRUGTABILITY TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REQ'D FOR STRUGTURE) DIRECT -APPLIED 616113 CEILING SEGTION B-B ALTERWr: MEnM HOM 0) OK MOM 51 tM TREI 5 Arse 6P4M 0 B DIREGT-APPLIED 6WB GEILIN6 — TYPICAL TRU% ELEVATION WEB MEMBER REQUIRING BRAGIN6 A5 INDIGATED BY TRU55 MANUFACTURER 2x 5TRON6BAGK5 MAY BE INSTALLED FOR GONSTRUGTABILITY TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REQ'D FOR STRUCTURE) 'L' OR 'T' BRACING o WEBS DE516NATED BY TRU55 MANUR PERMANENT TRU55 BRAG I NG PETAL I L5 NOTES SCALE: NONE DIRECT APPLIED GEILIN6 r� COMPONENT J ff GLADDIN6 PRESSURE ZONES Gomponent5 4 Glodding Wind Pre55ure5 UP TO 140 MPH Wind Zone ExI2. B, RiSk Gat. II Enclosed, 0.15 Int. Pre55ure Goeff. MEAN ROOF ZONE PRE550RE50 ZONE PRE550RE50 HT: 25 FT. (15F) (F-5F) ROOF (HIP) O +14A -26.6 2r +14A -36.8 20° TO 270 2e +14A -36.8 0 +14A -36.8 OI +14.11 -28.3 2r +14A -45.1 ROOF 2e +14A -28.3 3e +14A -45.1 (6ABLE) 20° TO 27° 2n +14A -45.1 0 +14A -53.6 O +21.2 -221 HALLS O +21.2 -28.3 " OTE:Pres5ures charted here are allowable pressures and are permitted to be converted per ASGE 1-I6 section 2.4.1 to get an equivalent ultimate load pressure. Divide allowable pressures by a factor of 0.6 to obtain ultimate pressures. Values are based on worst case scenario of 10 p5f (eff. area). Refer to notes on 5-0.0 for roof/wall nailing requirements. LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN THIS HOME � SHALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REGU I RED ALL APPL I GABLE AREAS. THESE WHERE SPEG I F I GALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. seal: . or l� G. 7b2 a O -G 0 S qT E © copyright: MULHERN &lo; 022 Structural Engineering, Inc. a0 z _J W MLU Z Z i M Z w J a zH =D WW F-- T Wi Q Jz 0 y W C 7 M&K project number: 068-2001 1 project mgr: drawn by: issue date: REVISIONS: date: W sheet: J S B BC 01-18-22 Cz CZ �ro Cz initial: 0 J O a 0 J IL 0 z a a d W J d U Z J P SBi ft Y r