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HomeMy WebLinkAbout6761 Branham Mill CtDOM a ABBREVIA`T'IONS AB ANCHOR BOLT MAS MASONRY A.F.F. ABOVE FINISH FLOOR MAT MATERIAL ADJ. ADJUSTABLE MAX MAXIMUM ALUM. ALUMINUM MC MEDICINE CABINET ANCH ANCHOR MECH MECHANICAL 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 OBS OBSCURED BRG. BEARING O.C. ON CENTER BRK. BRICK OHGD OVERHEAD GARAGE DOOR OPER OPERATOR C.J. CONTROL JOINT OPNG OPENING q CENTER LINE OPT OPTIONAL CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD COL. COLUMN OZ OUNCE CONC. CONCRETE 1/R ONE ROD COND. CONDITION 1/S ONE SHELF CONT. CONTINUOUS CANT. CANTILEVER PC PRECAST CLG. CEILING PDS PULL -DOWN STAIR CM CROWN MOLDING PKT POCKET DOOR CR CHAIR RAIL PNL PANEL PLYWD PLYWOOD D DRYER PREFAB PREFABRICATED d PENNY PR PAIR DBL. DOUBLE PROJ PROJECTED DIA. DIAMETER PSI POUNDS PER SQUARE INCH DIR. DIRECTION PSF POUNDS PRE SQUARE FOOT DN DOWN P.T. PRESSURE TREATED DR DOOR DW DISH WASHER QUAD QUADRUPLE DWG DRAWING D.S. DOWNSPOUT REF REFRIGERATOR DTL DETAIL REINF REINFORCED REQ'D REQUIRED EA. EACH RNG RANGE E.J. EXPANSION JOINT R.O. ROUGH OPENING ELEC. ELECTRICAL R RISER ELEV ELEVATION RND ROUND EQ. EQUAL R&S ROD AND SHELF EQUIP. EQUIPMENT EXP EXPANSION Sc SOLID CORE EXT. EXTERIOR SCHEM SCHEMATIC EE EACH END SHLF SHELF SHT SHEET FD FLOOR DRAIN SHWR SHOWER FIN. FINISHED FLOOR SIM SIMILAR FND. FOUNDATION SH SINGLE HUNG FLR. FLOOR S.S. STAINLESS STEEL FP FIREPLACE STL STEEL FR FIRE RATED STRUCT STRUCTURAL FXD FIXED SUSP SUSPENSION FRM FRAME SGD SLIDING GLASS DOOR FTG FOOTING SQ SQUARE GA. GAUGE T TREAD GALV. GALVANIZED TB TOWEL BAR GC GENERAL CONTRACTOR T&G TONGUE AND GROOVE GEN GENERAL TEMP TEMPERED GYP. GYPSUM T.O. TOP OF GL GLUE LAM TR TOWEL ROD GLS GLASS TRPL TRIPLE TYP TYPICAL H HIGH HC HOLLOW CORE U.N.O. UNLESS NOTED OTHERWISE VERT VERTICAL HGT. HEIGHT V.L.I.F, VERIFY LOCATION IN FIELD HDR. HEADER HB HOSE BIBB W WASHER HORIZ. HORIZONTAL W/ WITH INSUL. INSULATION WC WATER CLOSET INT. INTERIOR WD WOOD WwM WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB IH� vaTjlarl nTM Collipani,es 90 Matawan Road Matawan, NJ 07747 (732) 383-2200 IVANHOE ES ELEVATION "A" 6761 BRANHAM MILL -COURT ZEPHYRHILLS, FL 33542 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." LOT 050 AREA TABULATION:l ELEVATION r "A" 1 ST FLR A/C 1,131 SQ. FT. 2ND FLR A/C 1,535 SQ. FT. TOTAL A/C 2,666 SQ. FT. ENTRY 25 SQ. FT. GARAGE 453 SQ. FT. LANAI 120 SQ. FT. TOTAL U R 3264 SQ. FT. BUILDING DATA THESE PLANS HAVE BEEN PREPARED TO MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 7th Edition (2020) RESIDENTIAL w/ APPLICABLE SUPPLEMENTS OCCUPANCY: R3 BUILDING TYPE: VB SPRINKLED: NO DRAWING INDEX CS1 COVERSHEET & BUILDING DATA CS2 GENERAL NOTES A1.1 FIRST FLOOR PLAN A1.2 SECOND FLOOR PLAN A2.1 FRONT & REAR ELEVATIONS A2.2 SIDE ELEVATIONS A3.1 ROOF PLAN A4.1 STAIR & RAILING DETAILS A5.1 BUILDING SECTIONS A5.2 TYPICAL WALL SECTIONS WP1 WATERPROOFING DETAILS WP2 WATERPROOFING DETAILS E1.1 FIRST FLOOR ELECTRICAL PLAN E1.2 SECOND FLOOR ELECTRICAL PLAN P1.1 SLAB PENETRATION PLAN S-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN S-1.2 2ND FLR FRAMING PLAN S-1.3 ROOF FRAMING PLAN SD-1 FOUNDATION DETAILS SD-2 STRUCTURAL DETAILS SD-3 STRUCTURAL DETAILS PBSB-1 STRUCTURAL DETAILS ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA. BUh DING CODE NATIONAL. ELECTRIC C())E, AND THE CITY OF ZEPHYRHILLS ORDINANCES C)TY C31`` DATA ��41l19P!•4,, % G• F N S 477g2 SATE O OAc •'c C O Ft e C C_ W wzO� wwz0 >oCQO woF- U)Uw3: w Q=w�' �¢ Y 0 I- z c,6LL00C/) z z z ~ w_ j Q J Wa-mmq= �2ZLLcn azo F- F- 0 cid m� V Im 0 iii 1.�.1 N wA in n U I...., w Q 0 >� O rr�= vl U w I w 0 O E cn w U) Oul IFus -. 16 a a a a a r4 kc 172021 COMMUNITY; LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED:12117121 SHEET GS I GENERAL CONSTRUCTION NOTES DWELLING -GARAGE SEPARATION: R308.4.3 GLAZING IN WINDOWS R311.7.8.2 CONTINUITY ROOF ASSEMBLIES: GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A R302.5 DWELLING -GARAGE OPENING AND PENETRATION PROTECTION SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER R903.2 FLASHING OF THE FLIGHT: HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR FLASHINGS SHALL BE USED TO SEAL ROOFING SYSTEMS, WHERE THE SYSTEM IS INTERRUPTED OR OPENINGS AND PENETRATIONS THROUGH THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM 1. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE FEET, SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 11/2 TERMINATED AND SHALL BE INSTALLED IN A MANNER THAT PREVENTS MOISTURE FROM ENTERING THE WALL THE GARAGE SHALL BE IN ACCORDANCE WITH SECTIONS R302.5.1 THROUGH R302.5.3. 2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES ABOVE THE FLOOR, INCHES (38 MM) BETWEEN THE WALL AND THE HANDRAILS. AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE PERMEABLE MATERIALS AND AT 3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES ABOVE THE FLOOR; AND INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE. R302.5.1 OPENING PROTECTION OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES, EXCEPTIONS: R903.2.1 LOCATIONS NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED 5. MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. 1. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE TURN. FLASHINGS SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, WHEREVER THERE IS A CHANGE IN WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES (35 MM) IN THICKNESS, SOLID OR 2THE USE OF A VOLUTE, TURNOUT, STARTING EASING OR STARTING NEWEL SHALL BE ALLOWED . ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. WHERE FLASHING IS OF METAL, THE METAL HONEYCOMBCORE STEEL DOORS NOT LESS THAN 13/8 INCHES (35 MM) THICK, OR 20-MINUTE FIRE -RATED R308.4.5 GLAZING AND WET SURFACES OVER THE LOWEST TREAD. SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN PROVIDED IN TABLE R903.2.1 OR IN DOORS: GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, COMPLIANCE WITH RAS 111. SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE R311.7.8.3 GRIP -SIZE EXCEPTION: FLASHING IS NOT REQUIRED AT HIP AND RIDGE JUNCTIONS. R302.6 DWELLING -GARAGE FIRE SEPARATION THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL ANY STANDING OR WALKING SURFACE SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. THIS SHALL APPLY TO SINGLE GLAZING AND EACH PANE IN MULTIPLE GLAZING. GRASPABILITY. R903.2.3 MEMBRANE FLASHINGS ALL MEMBRANE FLASHING SHALL BE INSTALLED ACCORDING TO THE ROOF ASSEMBLY MANUFACTURER'S COMPLY WITH SECTION R302.5. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R702.3.5. 1. TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT PUBLISHED LITERATURE. AT THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE EXCEPTION: GLAZING THAT IS MORE THAN 60 INCHES, MEASURED HORIZONTALLY AND IN A STRAIGHT LESS THAN 11/4 INCHES (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL IS NOT PERPENDICULAR THE ADJACENT DWELLING UNIT WALL. LINE, FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SWIMMING POOL OR FROM CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF NOT LESS THAN 4 INCHES (102 MM) AND NOT R905.1.1.1 UNDERLAYMENT FOR ASPHALT, METAL, MINERAL SURFACED, SLATE AND SLATE -TYPE ROOF TABLE R302.6 DWELLING -GARAGE SEPARATION THE EDGE OF A SHOWER, SAUNA OR STEAM ROOM. GREATER THAN 61/4 INCHES (160 MM) WITH A CROSS SECTION OF DIMENSION OF NOT MORE THAN 21/4 INCHES (57 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 MM). COVERINGS UNDERLAYMENT FOR ASPHALT SHINGLES, METAL ROOF SHINGLES, MINERAL SURFACED ROLL ROOFING, FROM THE RESIDENCE AND ATTICS R308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS SLATE AND SLATE -TYPE SHINGLES, AND METAL ROOF PANELS SHALL COMPLY WITH ONE OF THE FOLLOWING NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INCHES ABOVE THE 2. TYPE II. HANDRAILS WITH A PERIMETER GREATER THAN 61/4 INCHES (160 MM) SHALL HAVE A METHODS: FROM HABITABLE ROOMS ABOVE THE GARAGE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF STAIRS GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. THE FINGER RECESS SHALL BEGIN 4. TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT SHALL BE NOT LESS THAN 5/8-INCH TYPE X GYPSUM BOARD OR EQUIVALENT AND RAMPS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. WITHIN A DISTANCE OF 3/4 INCH (19 MM) MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE INSTALLED AS FOLLOWS: APPLY A 19-INCH (483 MM) STRIP OF UNDERLAYMENT FELT PARALLEL TO AND STRUCTURE(S) SUPPORTING FLOOR/CEILING ASSEMBLIES USED FOR SEPARATION REQUIRED BY THIS PROFILE AND ACHIEVE A DEPTH OF NOT LESS THAN 5/16 INCH (8 MM) WITHIN 7/8 INCH (22 MM) BELOW THE STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING AT THE EAVE, APPLY SECTION R308.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR NOT LESS THAN 3/8 36-INCH-WIDE (914 MM) SHEETS OF UNDERLAYMENT, OVERLAPPING SUCCESSIVE SHEETS 19 INCHES (483 MM); NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS INCH (10 MM) TO A LEVEL THAT IS NOT LESS THAN 13/4 INCHES (45 MM) BELOW THE TALLEST PORTION OF END LAPS SHALL BE 6 INCHES AND SHALL BE OFFSET BY 6 FEET. THE UNDERLAYMENT SHALL BE ATTACHED THAN 36 INCHES ABOVE THE LANDING AND WITHIN A 60-INCH HORIZONTAL ARC LESS THAN 180 DEGREES THE PROFILE. THE WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE NOT LESS THAN 11/4 INCHES - ER TO A NAILABLE DECK WITH CORROSION RESISTANT FASTENERS WITH ONE ROW CENTERED IN THE FIELD OF R302.7 UNDER -STAIR PROTECTION FROM THE BOTTOM TREAD NOSING SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. (32 MM) AND NOT MORE THAN 23/4 INCHES (70 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12 INCHES (305 MM) O.C., AND ONE ROW AT THE END ENCLOSED SPACE UNDER STAIRS THAT IS ACCESSED BY A DOOR OR ACCESS PANEL SHALL HAVE WALLS, INCH (0.25 MM). AND SIDE LAPS FASTENED 6 INCHES (152 MM) O.C. UNDER -STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH (12.7 MM) GARAGES: 5. TWO LAYERS OF A REINFORCED SYNTHETIC UNDERLAYMENT THAT HAS A PRODUCT APPROVAL AS AN GYPSUM BOARD. GUARDS: ALTERNATIVE TO UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II SHALL BE PERMITTED TO BE USED. R309.1 FLOOR SURFACE SYNTHETIC UNDERLAYMENT SHALL HAVE A MINIMUM TEAR STRENGTH OF 15 LBF IN ACCORDANCE WITH ASTM FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX: GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL. R312.1.1 WHERE REQUIRED D4533 AND A MINIMUM TENSILE STRENGTH OF 20 LBF/INCH IN ACCORDANCE WITH ASTM D5035, AND SHALL GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF OPEN -SIDED WALKING SURFACES, INCLUDING MEET THE LIQUID WATER TRANSMISSION TEST OF SECTION 8.6 OF ASTM D4869. SYNTHETIC UNDERLAYMENT R302.9 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR WALL AND CEILING FINISHES C NGLFACILITATE THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO STAIRS; RAMPS AND LANDINGS, THAT ARE LOCATED MORE THAN 30 INCHES (762 MM) MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 24 INCHES (610 MM) HORIZONTALLY 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. FLAME SPREAD AND SMOKE DEVELOPED INDEXES FOR WALL AND CEILING FINISHES SHALL E N S O C G NISH S S A L B I THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. TO THE EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT. BE CONSIDERED AS A GUARD. STARTING AT THE EAVE, APPLY FULL SHEETS OF REINFORCED SYNTHETIC UNDERLAYMENT, OVERLAPPING ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4. SUCCESSIVE SHEETS HALF THE WIDTH OF A FULL SHEET PLUS THE WIDTH OF THE MANUFACTURER'S EGRESS: R312.1.2 HEIGHT SINGLE -PLY OVERLAP. END LAPS SHALL BE 6 INCHES AND SHALL BE OFFSET BY 6 FEET. SYNTHETIC R302.10 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR INSULATION REQUIRED GUARDS AT OPEN -SIDED WALKING SURFACES, INCLUDING STAIRS, PORCHES, BALCONIES OR UNDERLAYMENT SHALL BE ATTACHED TO A NAILABLE DECK WITH CORROSION -RESISTANT FASTENERS WITH A FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH THROUGH R302.10.5. R310.2.1 MINIMUM OPENING AREA LANDINGS, SHALL BE NOT. LESS THAN 36 INCHES (914 MM) IN HEIGHT AS MEASURED VERTICALLY ABOVE 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. SECTIONS R302.10.1 EMERGENCY AND ESCAPE RESCUE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 THE ADJACENT WALKING SURFACE OR THE LINE CONNECTING THE LEADING EDGES OF THE TREADS. FIREBLOCKING: SQUARE FEET. THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24 INCHES AND THE NET UNDERLAYMENT SHALL BE ATTACHED USING ANNULAR RING OR DEFORMED SHANK NAILS WITH METAL OR CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES. EXCEPTIONS: PLASTIC CAPS WITH A NOMINAL CAP DIAMETER OF NOT LESS THAN 1 INCH. METAL CAPS ARE REQUIRED 1. GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 34 INCHES (864 MM) WHERE THE ULTIMATE DESIGN WIND SPEED, VULT, EQUALS OR EXCEEDS 170 MPH. METAL CAPS SHALL HAVE R302.11 FIREBLOCKING EXCEPTION: GRADE FLOOR OR BELOW GRADE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. A THICKNESS OF NOT LESS THAN 32-GAGE SHEET METAL. POWER -DRIVEN METAL CAPS SHALL HAVE A IN COMBUSTIBLUONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO CUT OFF BOTH VERTICAL AND LESS THAN 5 SQUARE FEET. 2. WHERE THE TOP OF THE GUARD SERVES AS.A HANDRAIL ON THE OPEN SIDES OF STAIRS, THE TOP MINIMUM THICKNESS OF 0.010 INCH. MINIMUM THICKNESS OF THE OUTSIDE EDGE OF PLASTIC CAPS SHALL BE HORIZONTAL CONCEALED DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN OF THE GUARD SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE THAN 38 INCHES (965 MM) 0.035 INCH. THE CAP NAIL SHANK SHALL BE NOT LESS THAN 0.083 INCH FOR RING SHANK CAP NAILS. CAP NAIL STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. R310.2.2 WINDOW SILL HEIGHT AS MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. SHANK SHALL HAVE A LENGTH SUFFICIENT TO PENETRATE THROUGH THE ROOF SHEATHING OR NOT LESS WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL HAVE A THAN 3/4 INCH INTO THE ROOF SHEATHING. FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAMED CONSTRUCTION IN THE FOLLOWING LOCATIONS: SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR. R312.1.3 OPENING LIMITATIONS R905.2.4.1 WIND RESISTANCE OF ASPHALT SHINGLES (IF APPLICABLE ) REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTIONS R905.2.6 AND R905.2.6.1. 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND R310.1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES GUARD HEIGHT THAT ALLOW PASSAGE OF A SPHERE 4 INCHES (102 MM) IN DIAMETER. PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FR M O THE INSIDE OF THE ROOM R905.3 CLAY AND CONCRETE TILE 1.1.VERTICALLY AT THE CEILING AND FLOOR LEVELS. WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. WINDOW OPENING CONTROL DEVICES EXCEPTIONS: THE INSTALLATION OF CLAY AND CONCRETE TILE SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S 1.2.HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET (3048 MM). COMPLYING WITH ASTM F2090 SHALL BE PERMITTED FOR USE ON WINDOWS SERVING AS A REQUIRED T 1. THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR, FORMED BY THE RISER TREAD AND INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND 2. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS EMERGENCY ESCAPE AND RESCUE OPENING. BOTTOM RAIL OF A GUARD, SHALL NOT ALLOW PASSAGE OF A SPHERE 6 INCHES (153 MM) IN DIAMETER. CLAY ROOF TILE INSTALLATION MANUAL; SIXTH EDITION WHERE THE VASD IS DETERMINED IN ACCORDANCE OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 2. GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF A WITH SECTION R301.2.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. R312.2.1 WINDOW SILLS SPHERE 43/8 INCHES (111 MM) IN DIAMETER. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.7. IN DWELLING UNITS, WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING IS LOCATED LESS EXHAUST SYSTEMS: 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, THAN 24 INCHES (610 MM) ABOVE THE FINISHED FLOOR AND GREATER THAN 72 INCHES (1829 MM) ABOVE CONCRETE FLOORS: WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING, THE OPERABLE M1501.1 OUTDOOR DISCHARGE COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: R506.2.3 VAPOR RETARDER THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS IN E136 REQUIREMENTS. A 6-MIL (0.006 INCH; 152 MM) POLYETHYLENE OR APPROVED VAPOR RETARDER WITH JOINTS LAPPED NOT ACCORDANCE WITH SECTION Ml506.3. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R1003.19. 1 2 MM SPHERE � . 1. OPERABLE WINDOWS WITH OPENINGS THAT WILL NOT ALLOW A 4-INCH-DIAMETER (0 ) LESS THAN 6 INCHES (152 MM) SHALL BE PLACED BETWEEN THE CONCRETE FLOOR SLAB AND THE BASE CRAWL SPACE. 6. FIREBLOCKING OF CORNICES OF ATWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING TO PASS THROUGH THE OPENING WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. COURS';= OR THE PREPARED SUBGRADE WHERE NO BASE COURSE EXISTS. 4.5 DRYER LW LENGTH UNIT SEPARATION. 2. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT THE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE DETERMINED BY ONE OF THE METHODS THE M COMPLY WITH ASTM F2090. EXCEPTION: THE VAPOR RETARDER IS NOT REQUIRED FOR THE FOLLOWING: SPECIFIED IN SECTIONS M1502.4.5.1 THROUGH M1502.4.5.3. R302.11.1 FIREBLOCKING MATERIALS 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES THAT 1. GARAGES, UTILITY BUILDINGS AND OTHER UNHEATED ACCESSORY STRUCTURES. EXCEPT AS PROVIDED IN SECTION R302.11, ITEM 4, FIREBLOCKING SHALL CONSIST OF THE FOLLOWING COMPLY WITH SECTION R312.2.2. 2. FOR UNHEATED STORAGE ROOMS HAVING AN AREA OF LESS THAN 70 SQUARE FEET (6.5 M2) AND M1502.4.5.1 SPECIFIED LENGTH MATERIALS. CARPORTS. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET (10 668 MM) FROM THE CONNECTION TO THE STAIRWAYS: 3. DAIVEWAYS, WALKS, PATIOS AND OTHER FLATWORK NOT LIKELY TO BE ENCLOSED AND HEATED AT TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUM 1. TWO-INCH (51 MM) NOMINAL LUMBER. A LATER DATE. LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN ACCORDANCE WITH TABLE M1502.4.5.1. THE MAXIMUM 2. TWO THICKNESSES OF 1-INCH (25.4 MM) NOMINAL LUMBER WITH BROKEN LAP JOINTS. R311.7.1 WIDTH 4. WHERE APPROVED BY THE BUILDING OFFICIAL, BASED ON LOCAL SITE CONDITIONS. LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. 3. ONE THICKNESS OF 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS WITH JOINTS BACKED BY STAIRWAYS SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN CLEAR WIDTH AT ALL POINTS ABOVE THE M1502.4.5.2 MANUFACTURER'S INSTRUCTIONS 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS. PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. THE CLEAR WIDTH OF WALL. COVERING: THE SIZE AND MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED BY THE DRYER 4. ONE THICKNESS OF 3/4-INCH (19.1 MM) PARTICLEBOARD WITH JOINTS BACKED BY 3/4-INCH (19.1 MM) THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL BE NOT MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE CODE OFFICIAL SHALL BE PROVIDED WITH A COPY OF PARTICLEBOARD. LESS THAN 311/2 INCHES (787 MM) WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 INCHES (698 R702:4.2 BACKER BOARDS THE INSTALLATION INSTRUCTIONS FOR THE MAKE AND MODEL OF THE DRYER AT THE CONCEALMENT 5. ONE -HALF -INCH (12.7 MM) GYPSUM BOARD. MM) WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. MATERIALS USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN INSPECTION. IN THE ABSENCE OF FITTING EQUIVALENT LENGTH CALCULATIONS FROM THE CLOTHES DRYER 6. ONE -QUARTER -INCH (6.4 MM) CEMENT -BASED MILLBOARD. SHOWER AREAS SHALL BE OF MATERIALS LISTED IN TABLE R702.4.2, AND INSTALLED IN ACCORDANCE MANUFACTURER, _TABLE Ml502.4.5.1 SHALL BE USED. 7. BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED MATERIALS R311.7.2 HEADROOM WITH THE MANUFACTUREROS RECOMMENDATIONS. INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE. THE HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN 6 FEET 8 INCHES (2032 MM) MEASURED M1502.4.5.3 DRYER EXHAUST DUCT POWER VENTILATOR 8. CELLULOSE INSULATION INSTALLED AS TESTED IN ACCORDANCE WITH ASTM El 19 OR UL 263, FOR VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF TABLE R702.4.2BACKER BOARD MATERIALS THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED IN ACCORDANCE WITH THE THE SPECIFIC APPLICATION. THE LANDING OR PLATFORM ON THAT PORTION OF THE STAIRWAY. GLASS MAT GYPSUM BACKING PANEL (ASTM C1178) MANUFACTURER'S INSTRUCTIONS FOR THE DRYER EXHAUST DUCT POWER VENTILATOR. FIBER -REINFORCED GYPSUM PANELS (ASTM C1278) R302.12 DRAFTSTOPPING R311.7.5 STAIR TREADS AND RISERS NONASBESTOS FIBER -CEMENT BACKER BOARD (ASTM C1288 OR ISO 8336, CATEGORY C) GENERAL NOTES: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE STAIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF THIS SECTION. FOR THE PURPOSES OF NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS (ASTM C1325) A BE I LED SO CONCEALED SPACE OF A FLOOR CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE THIS SECTION, DIMENSIONS AND DIMENSIONED SURFACES SHALL BE EXCLUSIVE OF CARPETS, RUGS OR RUNNERS. ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM THE ARCHITECT SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AREA THE CONGEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET M2). SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS WINDOW INSTALLATION WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPAA APPLICABLE OF ERROR IN NOTES, DIMENSIONS, OR ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL R311.7.5.1 RISERS THE RISER HEIGHT SHALL BE NOT MORE THAN 73/4 INCHES (196 MM). THE RISER SHALL BE MEASURED INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BE PROVIDED IN FLOOR -CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY 1.CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 MM). R703.4 FLASHING 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 RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING THE TREAD ABOVE AT APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE ARCHITECT, THE ARCHITECT SHALL NOT BE HELD 2.FLOOR FRAMING IS CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS. AN ANGLE NOT MORE THAN 30 DEGREES (0.51 RAD) FROM THE VERTICAL. OPEN RISERS ARE PERMITTED ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE RESPONSIBLE. PROVIDED THAT THE OPENINGS LOCATED MORE THAN 30 INCHES (762 MM), AS MEASURED VERTICALLY, MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED R302.12.1 MATERIALS TO THE FLOOR OR GRADE BELOW DO NOT PERMIT THE PASSAGE OF A 4-INCH-DIAMETER (102 MM) MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSPECTION NOTES: DRAFTSTOPPING MATERIALS SHALL BE NOT LESS THAN 1/2-INCH (12.7 MM) GYPSUM BOARD, 3/8-INCH (9.5 SPHERE. INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO WORK SHALL NOT BE DONE BEYOND THE POINT INDICATED IN EACH SUCCESSIVE INSPECTION WITHOUT FIRST MM) WOOD STRUCTURAL PANELS OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. OBTAINING THE APPROVAL OF THE BUILDING OFFICIAL. THE BUILDING OFFICIAL, UPON NOTIFICATION, SHALL DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS UNLESS R311.7.5.2 TREADS THE TREAD DEPTH SHALL BE NOT LESS THAN 10 INCHES (254 MM). THE TREAD DEPTH SHALL BE 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 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 OTHERWISE APPROVED BY THE BUILDING OFFICIAL. THE INTEGRITY OF THE DRAFTSTOPS SHALL BE MAINTAINED. MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER THE SAME FAILS TO COMPLY WITH THIS CODE. ANY PORTIONS THAT DO NOT COMPLY SHALL BE CORRECTED ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. THE GREATEST TREAD JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS AND SUCH PORTION SHALL NOT BE COVERED OR CONCEALED UNTIL AUTHORIZED BY THE BUILDING OFFICIAL. HAZARDOUS LOCATIONS: DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR FOUNDATION INSPECTION NOTES: MM). WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED R308.4.1 GLAZING IN DOORS R311.7.5.3 NOSINGS FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. GLAZING IN FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE NOSINGS AT TREADS, LANDINGS AND FLOORS OF STAIRWAYS SHALL HAVE A RADIUS OF CURVATURE AT 1.EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS CONSIDERED TO BE A HAZARDOUS LOCATION. THE NOSING NOT GREATER THAN 9/16 INCH (14 MM) OR A BEVEL NOT EXCEEDING 1/2 INCH (12.7 MM). A SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER EXTERIOR FINISHES: NOSING PROJECTION NOT LESS THAN 3/4 INCH (19 MM) AND NOT MORE THAN 11/4 INCHES (32 MM) SHALL COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE 1. CEMENT PLASTER FINISH OVER MASONRY SHALL BE 5/8" THICK TEXTURED PER COMMUNITY EXCEPTIONS: BE PROVIDED ON STAIRWAYS. THE GREATEST NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS STANDARDS. 1. GLAZED OPENINGS OF A SIZE THROUGH WHICH A 3-INCH-DIAMETER SPHERE IS UNABLE TO PASS. NOSING PROJECTION BY MORE THAN 3/8 INCH (9.5 MM) WITHIN A STAIRWAY. SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 2. CEMENT PLASTER FINISH OVER WOOD SUBSTRATE SHALL BE 7/8" THICK (3) COAT STUCCO OVER (2) 2. DECORATIVE GLAZING LAYERS OF WATER RESISTANT BARRIERS IN ACCORDANCE WITH FLORIDA BUILDING CODE 7TH EDITION (2020) EXCEPTION: A NOSING PROJECTION IS NOT REQUIRED WHERE THE TREAD DEPTH IS NOT LESS THAN 11 1.1. THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR RESIDENTIAL, R703 AND ASTM C926. TEXTURE PER COMMUNITY R308.4.2 GLAZING ADJACENT TO DOORS. INCHES (279 MM). APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN FLOOD ZONE REQUIREMENTS: GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TO ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 R311.7.8 HANDRAILS OR DETAILS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW INCHES ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH FLIGHT WITH FOUR OR MORE AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT MECHANICAL AND HVAC: CONDITIONS: RISERS. WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR 1. .ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT, 1. WHERE THE GLAZING IS WITHIN 24 INCHES OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE R311.7.8.1 HEIGHT PROTECTION AT THE HEAD AND SIDES. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND DOOR IN A CLOSED POSITION. HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, 1.2. IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER 2. WHERE THE GLAZING IS ON A WALL LESS THAN 180 DEGREES FROM THE PLANE OF THE DOOR IN A OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE PROFESSIONAL. PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR CLOSED POSITION AND WITHIN 24 INCHES OF THE HINGE SIDE OF AN IN -SWINGING DOOR. THAN 38 INCHES (965 MM). 1.3. IN ACCORDANCE WITH OTHER APPROVED METHODS. REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (762 mm) DEEP AND 30 INCHES (762 mm) WIDE 1.4. IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. EXCEPTIONS: EXCEPTIONS: FMA/AAMA/WDMA 400. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING 1. DECORATIVE GLAZING. 1. THE USE OF A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED OVER THE LOWEST 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. #26 GAUGE (0.48 mm) SHEET STEEL OR OTHER 2. WHERE THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR TREAD. STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. AA FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 4. AND THE GLAZING. 2. WHERE HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE CONTINUOUS TRANSITION 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. INCHES (76 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S 3. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR LESS IN BETWEEN FLIGHTS, TRANSITIONS AT WINDER TREADS, THE TRANSITION FROM HANDRAIL TO GUARD, OR 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. INSTALLATION INSTRUCTIONS. DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY WITH SECTION R308.4.3. USED AT THE START OF A FLIGHT, THE HANDRAIL HEIGHT AT THE FITTINGS OR BENDINGS SHALL BE 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN 4. GLAZING THAT IS ADJACENT TO THE FIXED PANEL OF PATIO DOORS. PERMITTED TO EXCEED 38 INCHES (956 MM). WOOD -FRAME CONSTRUCTION. AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF 6. AT WALL AND ROOF INTERSECTIONS. 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DOORS LOCATED ADJACENT TO WALL GINTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. �% V_NSF••'•• • 24 or- 0 Ir W i- =c 00� i >OC¢0 W Z) ❑ F- cn U W W Q W F- m It ,Sz00W W CL _ (L � ❑ 0 _0 �F-¢z❑ cz g F-- O � Q Q 0 o � a O O �+ o u. o Q U o w u w w o U) z m O I iz CK En W to o � � o aaaaa imci f law EC 17 2021 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED:.12/17/21 SHEET A1.2 16 z Q 06 L0 z 5 IL w 10 O CO CM CV 1 -6 1'-10 FOAM LOUVER DETAIL SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" WINDOWSILL DETAIL SCALE: 3/4"=1'-0" 12 ROOF SHINGLES PER 5 COMMUNITY SPECS (TYP.) REAR ELEVATION 12 5 " V-0 SCALE: 1 /4.._1 1-011 BLDG.. HEIGHT - 5:12 / 0 _ 12 12 5 F,- - 5 - - - r 7.0 N PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE/ FINISH KEY BODY COLOR TEXTURE::^ FINISH SAND TRIM COLOR FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & 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) cc Lu c Lu � 0 >- - r >o <0 wZ)0Ir l— U) U w w Q�w1— J Z) fY 1..1.. L.1.. 'dL.O00_� zzzP:w Lj— _ j W L= �U) 0Q H- Q z c 00 ^�1 a a Z0 Q 0 � Z H cn z O O o o � � w 0 = rV r vl La w o p x z 00 rL U W � 0 [z1 d rn aaaaa mZ DEC 2021 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 12/17/2 1 SHEET A2• I 4" STUCCO FFT FI F\/ATION SCALE: 1 /4"=1'-0" RIGHT ELEVATION SCALE: 1 /4"=1'-0" PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURES FINISH TRIM COLOR SAND FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C 1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) o��,`tGttteoeeey,.� a F �P' \ .7 4 r N OF W >-_- W0°� } >oCQ0 W F- ct c/Uw < wmm Ir cc Y 0 F— z u- 0 0 C/) z z Z P W Wcf) Q Q —1 W tl a: cc �=zLLcn ��-azo n n Qcz ^I Q c) O �z H O O Vl Z O [� v r~ O I.-M O W O � W O w � A U) r••o La (j) w O x z 0 r OG tn W cn z O d � o z aaaQQ a' LL ts.r DEC 17 2021 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 12/17/21 SHEET A2.2 0 z W fr Q z a 0 06 z W U) W Q ROOF PLAN SCALE: 1 /4"=1'-O" LOWER ROOF ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 120 SQ. FT. 1 IS SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SQ. IN. / LF. 1 18 LF. R806.2:THE MINIMUM NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE VENTED SPACE. FT. SOFQ 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 ,`��111111/1lNr a ' eNS 4•••• 0 7782 OF " IY W } 2 � Lu �OOF— LU >m¢O w:D0E— �Vw o ¢awl-- cr� ,zzzF_W J Q J LLI IL _3cQp00 = Z LL Cl) �F—¢Z� O 2 IQ- 0 j� V 0 0° 0 a 0 O O U) w w 0 x. z 0 ul w 0 In Z of- r� �zQaQQQ f , DEC 17 2021 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 12/17/21 SHEET A3 01 r z w z O U z w H :. t z w U) O z cr 0 06 U z n w U) w W7 STAIR SECTION SCALE: 1 /2"=1'-0" 1 X8 CAP (RIPPED) CASING BY SPEGYP.2X4 62X4SPACER KNEEWALLSKIRT BOARDBASE BOARD PER SPEC. DETAIL e 1A SCALE: N.T.S. 1A 1X8 CAP t--� (RIPPED) CASING BY SPEC. GYP. BD. F � STAIR STRINGER i 1' 2X4 KNEEWALL 2 4 2X4 SPACER BASE BOARD BESIDE STRINGER PER SPEC. 1 X SKIRT BOARD SKIRT BOARD / CURB DETAIL SCALE: 1 "= 1'-0" E SKIRTBOAF PER SPEC. v KNEEWALL DETAIL SCALE: 1 "= 1'-0" AT FOOT OF STAIR J%ttjjlI111/111411 FR9`"'%��i'i 24 -0'• TE OF 1t, ��taale�io IY LLI �. _ cr: �T- o >- >oCQO U) 0 W < l w F-- _ ] Q ===It ZZzFw w --I Q J W 0- = a -icn000 Z—zLLW H Q z -0 � S cz'00 cz V cc Z r� Q O O gH Z 0 w i0 0 ca L 1 0i a �..�1 MONO w U) w 0 X z l< O F IL a in W U) Z OEn- W z aQQQQ DEC 17 2021 COMMUNITY: LINKS A CALUSA SPRINGS PLAN # 6103 RELEASED: 12/17/21 SHEET A4 • 1 0 bo CV T ao a d- T.O. WALL _ T.O. WINDOW SECOND FLOOR _ T.O. MASONRY _ T.O. WINDOW ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) CL. 1 A5.1 12 5 PRE-ENG. ROOF TRUSSES (SEE FRAMING SHEET FOR DETAILS) INSULATION PER ENERGY CALCS. , L. HALL BATH HALL i i i FLO R FRAMING SEE ST UCTURA I DRAWINGS DINING AREA BUILDING SECTION 12 5 BEDROOM 4 EXTERIOR WALL - BATT. INSULATION SEE ENERGY CALCS `,tttttaaerr °r t & F o . pF ,�� • ... fee os�®��U1�,a�C� as W �- • ; 1 SEE ROOF PLAN SOFFIT AT RAKE (BEYOND) REFER TO PLANS FINISH PER PLAN _ STUCCO OVER LATH -'` W/ 60 MIN. GRADED PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) BENT METAL FLASHING REFER TO "L" FLASHING DETAIL 2X LEDGER BOARD OIL TOP OF PLATE (REFER TO ELEV.) INSULATION AS 2X ALUM WRAPPED FASCIA PER SPECS. PER WALUM DRIP EDGE PRE-ENGINEERED GABLE SOFFIT INSTALLED PER ENb ROOF c MANUF. SPECS TRUSS - REFER TO c 2X PT BLOCKING STRUCTURALS HURRICANE STRAP - REFER TO 1/2" (MIN.) CLG. BD. 6R STRUCTURALS TYP. HIPPED PENT ROOF DETAIL SCALE: 1/2" = 1'-O" 2-STORY - FRAMED WALL SEE - SOFFIT AT RAKE (BEYOND) REFER TO PLANS FINISH PER PLAN 7/8 STUCCO OVER LATH W/ 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) BENT METAL FLASHING REFER TO "L" FLASHING DETAIL 2X LEDGER BOARD U(L Of gL TOP OF C.M.U. 'AF(REFER TO ELEV.) INSULATION AS 2X ALUM WRAPPED FASCIA PER SPECS. BD. WALUM DRIP EDGE 1/2" (MIN.) CLG. BD. SOFFIT INSTALLED PER � MANUF. SPECS PRE-ENGINEERED 2X PT BLOCKING GABLE END ROOF20 HURRICANE STRAP - REFER TO TRUSS - REFER TO ` STRUCTURALS STRUCTURALS TYP. PENT ROOF DETAIL SCALE: 1/2" = 1'-O" 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 12 I SEE ROOF PRE-ENGINEERED ROOF \ PLAN TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END > OF TRUSS - REFER TO STRUCTURAL. � ot TOP OF WALL (REFER TO ELEV.) INSULATION PER c COMMUNITY SPEC. SEE ENERGY CALCS. CIA EEDGE S E BDAw/ALIUMRDRIP EL 1/2" (MIN.) CLG. BD. SOFFIT INSTALLED PER MANUF. SPECS 2X PT BLOCKING WINDOW PER PLAN HEADER PER STRUCTURALS PROVIDE BATT INSUL. EXTERIOR FRAMED WALL PER ENERGY CALCS. THICKNESS PER PLAN PRE-ENGINEERED FLOOR TRUSSES 7/8 STUCCO OVER LATH w/ 3/4" SUBFLOOR W/ 60 MIN. GRADE D PAPER BACKED SCREWED AND GLUED - LATH OVER BARRICADE PLUS WRB. REFER TO STRUCTURAL (OR APPROVED EQUAL) DRAWINGS FOR SIZE AND c ORIENTATION WALL SHEATHING PER STRUCTURALPLANS OL TOP OF FLOOR (REFER TO ELEV.) ' MID -WALL WEEP ??=w SCREED/EXPANSION JOINT OL TOP OF CMU (REFER TO ELEV.) 1/2" (MIN.) CLG. BD. DRAFTSTOPPING AS - OL TOP OF WINDOW PER R302.12 WHEN (REFER TO ELEV.) CONCEALED SPACE SEE STRUCTURAL EXCEEDS 1,000SF DRAWINGS ix6 PT DRAPE BLKG ABOVE WINDOWS WINDOW PER PLAN SOLID SURFACE CAULKED @ WINDOW PRECAST WIN. SILL 1/2" GYP. BD. OVER RADIANT "CMU BLOCK BARRIER INSULATION (R-4.1) w/ CEMENTITIOUS ATTACHED TO 1x2 PT. FINISH FURRING @ 24" O.C. SLOPE GRADE AWAY BASE BOARD FROM HOUSE OL 0'-01, FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. 2-STORY WALL SECTION SCALE: 1/2" = 1'-O" SEE )F P INSULATION AS PER SPECS. PRE-ENGINEERED GABLE END ROOF TRUSS - REFER TO STRUCTURALS 1/2" (MIN.) CLG. BD. TYP. HIPPED PE 2-STORY - FRAMED WALL SCALE: 1/2" = 1'-O" INSULATION PER —� COMMUNITY SPEC. SEE ENERGY CALCS. 1/2 (MIN.) CLG. BD. �// ix 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 1x2 PT. FURRING @ 24" O.C. BASE BOARD N SOFFIT AT RAKE (BEYOND) REFER TO PLANS FINISH PER PLAN 7/8 STUCCO OVER LATH W/ 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) BENT METAL FLASHING REFER TO "L" FLASHING DETAIL 2X LEDGER BOARD TOP OF C.M.U. (REFER TO ELEV.) 2X ALUM WRAPPED FASCIA BD. w/ALUM DRIP EDGE SOFFIT INSTALLED PER MANUF. SPECS 2X PT BLOCKING HURRICANE STRAP - REFER TO STRUCTURALS MASONRY LINTEL - REFER TO STRUCTURALS NT ROOF DETAIL ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE If 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 1__,�_OF TRUSS - REFER TO STRUCTURAL. OIL TOP OF C.M.U. (REFER TO ELEV.) 2x6 ALUM WRAPPED FASCIA EE BD. WALUM DRIP EDGE EL V. SOFFIT INSTALLED PER MANUF. SPECS 2X PT BLOCKING SEE STRUCTURAL PLAN PRECAST WIN. SILL SLOPE GRADE AWAY FROM HOUSE 0'-0" FIN. FL. FOUNDATION PER PER STRUCTURAL DRAWINGS TYP. 1-STORY WALL I@ WINDOW SCALE. 1/2 = 1 -0 ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS PROVIDE 2X4 FRAMED ENCLOSURE FOR ELECTRICAL PANEL, FINISH W/ 2" GYPSUM BOARD ELECTRIC METER LOCATION - SEE PLANS. VERIFY INSTALLATION IN FIELD STUCCO FINISH EXTERIOR \, _.. CMU BLOCK WALL GYPSUM BOARD Z w GARAGE cli ch ELECTRICAL a PANEL cV co �r CONCRETE `m CURB REFER TO PLANS 1-STORY - MASONRY WALL SEE R OF PLAN SOFFIT AT RAKE (BEYOND) REFER TO PLANS FINISH PER PLAN 7/8 STUCCO OVER LATH W/ 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) BENT METAL FLASHING REFER TO "L" FLASHING DETAIL 2X LEDGER BOARD OL TOP OF C.M.U. (REFER TO ELEV.) INSULATION AS I 2X ALUM WRAPPED FASCIA PER SPECS. ---- - BD. WALUM DRIP EDGE 1/2" (MIN.) CLG. BD. SOFFIT INSTALLED PER MANUF. SPECS PRE-ENGINEERED 2X PT BLOCKING GABLE END ROOF HURRICANE STRAP - REFER TO TRUSS - REFER TO STRUCTURALS STRUCTURALS MASONRY LINTEL - REFER TO STRUCTURALS TYP. PENT ROOF DETAIL SCALE: 1/2" = 1'-O" 1-STORY - MASONRY WALL ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER R905.1.1.1 (SEE SHEET CS2) OR CONCRETE TILE W/ SELF ADHERED MEMBRANE UNDERLAYMENT 12 60 MIL. OR EQUAL SEE ROOF � PLAINPRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. OIL TOP OF C.M.U. \AF(REFER TO ELEV.) 2x6 ALUM WRAPPED FASCIA EE BD. WALUM DRIP EDGE E V. 1/2" (MIN.) ----- CLG. BD. SOFFIT INSTALLED PER (8" TYPE 'X' GYP. BD. MANUF. SPECS TO BE PROVIDED WHEN LIVING SPACE 2X PT BLOCKING IS ABOVE GARAGE) SEE STRUCTURAL GARAGE SLAB, 4„ SEE STRUCTURAL PLANS SLOPE M WALL SECTION SCALE: 1/2" = V-O" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS GYPSUM BOARD z" GYPSUM BOARD NICHE FOR ELECTRICALI PANEL & WIRING ELECTRICAL — PANEL EXTERIOR CMU BLOCK WALL CONCRETE— CURB41 REFER TO PLANS I I I I I I I I I I L____-J I I I I I I I I I I I I I UE ----- ----- ir �� NATIONAL CODES, VERIFY PANEL CONCRETE 4 DIMENSIONS PRIOR TO t t < .._ev SLAB ON CONSTRUCTION. GRADE :::: Y u( GRADE AT GARAGE FLOOR ELECTRICAL PANEL NICHE AT CMU BLOCK WALL N in PLAN 4 EXPANSION JOINT DRIVEWAY PER COMMUNITY SPECS OIL 0'-01, SLOPE FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS GARAGE DOOR INSULATION AS PER SPECS. 1/2" (MIN.) CLG. BD. PRE-ENGINEERED GABLE END ROOF TRUSS - REFER TO STRUCTURALS TYP. GABLE END SCALE: 1/2" = 1'-O" 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 hTOP OF C.M.U. (REFER TO ELEV.) �2X ALUM WRAPPED FASCIA BD. w/ALUM DRIP EDGE SOFFIT AS PER SPECS. MASONRY LINTEL, SEE STRUCTURALS DETAIL 1-STORY - MASONRY WALL ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER R905.1.1.1 (SEE SHEET CS2) OR CONCRETE TILE W/ SELF ADHERED MEMBRANE UNDERLAYMENT 12 60 MIL. OR EQUAL SEE ROOF � PAN 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. OL TOP OF C.M.U. (REFER TO ELEV.) 2x6 ALUM WRAPPED FASCIA 1/2" EXTERIOR SOFFIT EE BD. WALUM DRIP EDGE BD. W/ KNOCKDOWN E V. PLASTER FINISH SEE STRUCTURAL SOFFIT INSTALLED PER PLANS MANUF. SPECS 2X PT BLOCKING SLOPE 8" CMU BLOCK W/ CEMENTITIOUS FINISH SLOPE GRADE AWAY FROM HOUSE 0'-0" FIN. FL. `—FOUNDATION PER STRUCTURAL DRAWINGS TYP. CMU COLUMN C@ LANAI/PORCH SCALE: 1/2" = 1'-O" 1/2" MORTAR BED "SCRATCH COAT" (TYPE N OR S) ADHERED STONE VENEER "MANUFACTURED" MORTAR JOINT STONE VENEER DETAIL SCALE: 1" = 1'-O" DRYWALL 2X FRAMIN W/INSULAT SYNTHETIC LAP SIDING BARRICADE PLUS WRB (OR APPROVED EQUAL) MIN. 1 1/4" OVERLAP EXTERIOR SHEATHING ATTACH PER MANUFACT. INSTRUCTIONS LAP SIDING DETAIL SCALE: 1-1 /2" = 1'-O" NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION SCALE: 1/2".= 1'-0" III - I. I - i � I � �:� T;lid 1� it_ _V a.I, Pik E.11 I IY W pCC JI=-W Wz0a: wwz0 >oC¢O WIC) (gUWW ¢ ZD W 2 � > J Y 0 F- Z LLOOu) Z z (/) ¢ J. � J W CL = LL U) p O 0 Z) = Z LL CD �F-¢zp ^~ z CZ n 0 N CZ H 2 �i H 0 0 0 j r� V j 0 ..j < U) co z 0 O Ln 0 U j l< u U 0 �w U) La w 0 z O_ U) w Uw O � Iciaaaaa G 77 DEC 17 2021 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED:12/17/21 SHEET A592 z ii :n z O J z A r O r z z Q r O T O L z Q z 0 L J D O Y i r L n r 2X FRAMING BARRICADE PLUS WRB FLOOR (OR APPROVED EQUAL) SHEATHING PER SPEC. RIM BOARD REFER TO h STRUCT DWGS. 60 MIN. GRADED PAPER BACKED I 1 LATH T WALL j SHEATHING 7/8" 3-COAT IM - STUCCO I I - Lo SHEATHING I _ FLUSH WITH g $ " BLOCK WALL j MID -WALL WEEP SCREED/EXPANSION JOINT 6" SELF ADHERED FLASHING CEMENTITIOU i COATING ` BUILDING FELT ON TOP OF CONC. BLOCK --- UNDER FLOOR MAINTAIN 1/8" GAP MEMBERS BETWEEN SHEATHING " TYPICAL AT ALL WOOD AND TOP OF BLOCK TO MASONRY CONCRETE WALL TRANSITIONS BLOCK EXPANSION JOINT (EJ) AT FRAME & MASO PREFORMED CONTROL , JOINT ' FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH @ 9" O.C. MAX. (VERY.) _ - r--- ------------ NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ 8" LEG MAY BE USED TO TEMP. " TO 8" MIN TO 8" MI SECURE CONTROL JOINT DURING INSTALLATION \�it4" TO 1/2" GAP MIN,,,' FASTENERS TO BE SPACED @ 7" O.C. MAX. VERTICALLY LATH SHALL NOT BE BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE PER ASTM C1063 7.10.1.4 = TYPICAL STUDS TYPE "M CONTROL JOINT ICJ SCALE: N.T.S. NRY "L" FLASHING SCALE: N.T.S. a THICK, 3 COAT CEMENT PLASTER 60 MIN. GRADE D PAPER BACKED LATH APPROVED METAL LATH FASTENED @ 7" (VERT.) O.C. MAX. AT SUPPORTS BARRICADE PLUS WRB (OR APPROVED EQUAL) WOOD SHEATHING PROVIDE 2X4 BLOCKING FLAT MAX. 6" TO 8" FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL STUD 2X4 BLOCKING VOOD SHEATHING WOOD SHEATHING ;0 MIN. GRADE D PAPER BACKED BARRICADE PLUS WRB i I; .ATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) I OR APPROVED EQUAL) LAP SIDING (PER BUILDER) I BARRICADE PLUS WRB " THICK, 3 COAT CEMENT PLASTER X! (OR APPROVED EQUAL) MIN. LAP (PER MANUF. SPECS) I FETAL LATH WOOD SHEATHING STARTER STRIP (PER MANUF. SPECS) I " WOOD CONSTRUCTION .AP WRB & TAPE OVER ROOF/WALL SCREED MIN. CLEARANCE (PER MANUF. SPECS) i 60 MIN. GRADE D ii PAPER BACKED LATH �X5 "L" TYPE CONTINUOUS GALV. 5X5 "L'' TYPE CONTINUOUS GALV. METAL LATH METAL FLASHING (NAIL TO ROOF METAL FLASHING (NAIL TO ROOF DECK, z I )ECK, NOT WALL SHEATHING) NOT WALL SHEATHING) i _ i 8,� MID -WALL WEEP 10 INDERLAYMENT PER CODE UNDERLAYMENT PER CODE IN SCREED I :AP SHINGLE - DO NOT NAIL, CAP SHINGLE - DO NOT NAIL, INSTALL z 6" SELF-ADHESIVE gSTALL WITH ROOF CEMENT WITH ROOF CEMENT N I FLASHING IOOF CEMENT s"THICK, 3 COAT ROOF CEMENT ! CEMENT PLASTER ;HINGLE ROOFING SHINGLE ROOFING i "L" FLASHING SIDING HORIZONTAL WEEP SCREED SCALE: N.T.S. SCALE: N.T.S. $„ THICK, 3 COAT CEMENT PLASTER STEP 1 STEP 2 60 MIN. GRADE D PAPER BACKED LATH O O BARRICADE PLUS WRB (OR APPROVED EQUAL) FOLD WRAP LAYERS OF BUILDING .. WRAP OVER NAILING FLANGE, STOP FOLD @ 45° z WRB APPROX. 1-1/2" ABOVE SHINGLES ROOF/WALL SCREED 5X5 WALL FLASHING -' KICK -OUT FLASHING (SEE DTL. BELOW) FOLD INWARD @ PT. A FOLD INWARD @ PT. A T o CREASE @ PT. B FELT UNDERLAYMENT AS REQ'D BY CODE STEP 3 STEP 4 0 SHINGLE ROOFING WATERTIGHT SEAL. E Y' FASCIA WRAP 3 ���' FOLD. DO NOT CU. DRIP EDGE: OVERLAP 3 EXTEND ©© FOLD �a 77° ©O BOTTOM FLANGE` ��'� �� BELOW SHEATHING, MECH. FASTEN 4" O.C. MAX. FOLD INWARD @ PT. A FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. B :,� .,..,� CREASE @ PT. C - CREASE @ PT. C .r ,� L ° FOLD PT. C OVER PT. B TILL ®®f�`�® pf®®®t PT. C TOUCHES BOTTOM FLANGE 1!I!-%Ilrl1 IT MCTA 11 It W �: o }>_ >OC¢O WZ)inH, v)UWw < :D I- 2 j J 5 . cr_ c 'd LL 0 0 W z J Q z W C = _3u)p0U Z) Z LL W r` qy Q a a rz o � H rl j w v A �••I iO w{ LLM 0 0 w w wI x 0 t oc c w z z oA U W. z aQQaa m� N. 17 2021 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 12117I21 SHEET wp i BARRICADETM BARRICADETM , BARRICADETM TM : -a 6��ApE BARRICADETM, ;BARRICADETM; 3 } BARRICADETM `; } � BARRI ApErM .. -} BARA1CADETM BA'91?1CADE74f BARA/CADETM TM BABFjICp,pE iStart 2-3 feet from a corner. Wrap around corner and continue nailing or stapling as you move around the house. Use fasteners that are long enough to penetrate into the stud or nail base material tRICADETM tRICADETM (11 BARRICADETM BARRICAPem BARRICADETM 4,- Fold the three flaps in through the opening, fastening them inside with staples set about every 6". Fold top flap up and tape temporarily as shown. Other Important Details: • Install building wrap "shingle -lap" fashion (with the higher piece lapped over the outside of the piece below). • All horizontal overlaps of building wrap should be at least 4" and vertical overlaps should at least be 6". WRB INSTALLATION SCALE: N.T.S. BARRICADETM BARRICADETM BARRICADETM BARRICADETM 5y, RRICADETM BARRICADETM BARRICADETM nstall the bottom flashing over the wrap. Note: Barricade Building Products recommends the use of flashing material, such as OptiFlash® or Contour° premium butyl rubber flashing, that meets or exceeds Federal Specification UU-B-790a, Grade A and is minimum 6" in width. • At roof sections, be careful to lap the building wrap over the entire top of any step flashed areas against the wall. • Around exterior doors, follow the same flashing procedures as indicated in steps 5 and 6 for windows. BARRICADETM BARRICADETM BARRICADETM BARRICADETM BARRICADETM P 6___ )I1 1 Install window. Flashing details around window: q Install side flashing over side window flanges. g Install head flashing over the top window flange and extend it out 3"4' over the side flashings. C Bottom window flange should be over flashing, installed in Step 5. D Remove temporary tape from top building wrap flap and apply over installed head flashing. BARRICADETM BARRICADETM BARRICADETM L LASHING AT EXTERIOR WINDOW AND PENINGS SHALL BE INSTALLED IN ANCE WITH FMA/AAMA 100, FMA/AAMA /WDMA 250, FMA/AAMA/WDMA 300 OR MA/WDMA 400 AS PER R703.4.1.4 C-RESIDENTIAL, 7TH EDITION) `-'/ SEAL EDGE OF P.T. WOOD �JJ BUCK TO MASONRY W I Note: Windows must be installed in accordance with manufacturer's recommended installation procedures. EXTERIOR CMU WALL 1) PROTECTO WRAP LWM200 OR SIMILAR ON WINDOW SILL, JAMBS AND HEAD. APPLY AROUND CORNER AND EXTEND 6" ALL AROUND THE EDGES OF THE WALL PRECAST SILL 2) SET P.T. WOOD BUCK OVER CMU WATERPROOFING IN URETHANE SEALANT. FASTEN PER PRODUCT APPROVALS. 3) APPLY LIQUID WATERPROOFING MEMBRANE OVER THE TOP AND EXTERIOR FACE OF BUCK AND SILL 4) INSTALL WINDOW OR DOOR. FASTEN PER PRODUCT APPROVALS AND SEAL WINDOW OR DOOR FRAME TO P.T. WOOD BUCK AND MASONRY CMU OPENING WATERPROOFING. SCALE: N.T.S. • Barricade Flash Right SBS Window & Door Flashing Tape • Barricade Sill Corners • Barricade Conform Stretchable Flashing WOOD. OPE SCALE: N.T.S. BARRICADETM 6g99% �F�.,,, NING WATERPROOFING W } _ Ir �0 >_=_ >�Q0 w�ol— cf) 0 W Q�wF- _ F-- > J � CC Y O H Z ,6 LL 0 0 Z Z Z ~ Z �QU)QZ WE=Cra, _jUpOU :D=Zwu) z� �I-QCZ a 0 NOW U A O Z L 0 p 0 U) w w w �...� 0 x Z 0 a U) 0 (w Z O F � ro W 0 LA11 a CC aJ EC 17 2021 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED:12/17/21 SHEET WP2 m x ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET Fl GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET USB COMBO OUTLET WALL SWITCH 9 THREE-WAY SWITCH FOUR-WAY SWITCH KEYLESS LIGHT FIXTURE CEILING MOUNTED LED LIGHT FIXTURE �- WALL MOUNTED INCANDESCENT LIGHT FIXTURE VAPOR PROOF LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ce CHIMES (OPTIONAL) El PUSHBUTTON SWITCH (OPTIONAL) cM COMBINATION SMOKE / CO2 DETECTOR so SMOKE DETECTOR f4 TELEPHONE (OPTIONAL) TELEVISION (OPTIONAL) �7 ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH Q JUNCTION BOX �- STANDARD ELECTRICAL LINE NOTES: 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AND ARC FAULT CIRCUIT INTERRUPTERS (AFCI) PER 2017 NEC 210.12 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR: SWITCHES ........... 42" OUTLETS.............14" ABOVE COUNTER OUTLETS ...... 46" TELEPHONE ......... 14" TELEVISION .......... 14" 3: ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. OUTLET AND LIGHTING RECEPTACLES FOR ALL DWELLING ROOMS, WITH THE EXCEPTION OF KITCHENS, BATHROOMS, AND GARAGES, SHALL REQUIRE AFCI PROTECTION. 5. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH 2O17 NFPA 70, FLORIDA RESIDENTIAL CODE 2020, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 6. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. 7. CIRCUIT NUMBERS ARE FOR REFERENCE ONLY. 8. LUMINIAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF 2017 NEC 410.16(A) & (B) 9. RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED 10. A MIN OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS 11. 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 tr W _ Lr s 0 >_ > = < 0 wZ)pl- Uw �Lu Q = w F- T_ CC- J i Ed = cr Y(p1­-Z u-0OUi zzzFLu J cn Q 2 J W CL _ � _jU000 _=ZL-U �I-QZO � Q n n "+y Q N r\ z Q v 0 In 0 u f i-_w c 0 1-i = ro cn U. W w w w 0 ZO P IL OG U) tLI cn Z O w .Q r � Z aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 12117I21 SHEET E • z w W z O U z w O x a z OWNER'S SUITE n n-r LOFT ADD BLOCKING ADD BLOCKING BEDROOM 4 SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4"=1'-0" ADD BLOCKING BEDROOM 3 2" PVC CONDUIT 2-2/0 COPPER O 1-1/0 COPPER OR 2-4/0 ALUMINUM 200 AMP 42 METER 1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT C1/-4 COPPER OR ALUM. BREAKER 2" PVC CONCRETE ENCASED GROUNDED ELECTRODE -All,III III ELECTRICAL RISER DIAGRAM NOT TO SCALE ELECTRICAL KEY I DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET fl GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET USB COMBO OUTLET WALL SWITCH 3 THREE-WAY SWITCH FOUR-WAY SWITCH KEYLESS LIGHT FIXTURE CEILING MOUNTED LED LIGHT FIXTURE I� WALL MOUNTED INCANDESCENT LIGHT FIXTURE Ow VAPOR PROOF LIGHT FIXTURE +C LIGHT FIXTURE WITH PULL CHAIN 46 FLUORESCENT LIGHT FIXTURE f� EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ® CHIMES (OPTIONAL) El PUSHBUTTON SWITCH (OPTIONAL) ® COMBINATION SMOKE / CO2 DETECTOR ® SMOKE DETECTOR f4 TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) D ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH Q JUNCTION BOX �-� STANDARD ELECTRICAL LINE NOTES: 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AND ARC FAULT CIRCUIT INTERRUPTERS (AFCI) PER 2017 NEC 210.12 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR: SWITCHES ........... 42" OUTLETS.............14" ABOVE COUNTER OUTLETS ...... 46" TELEPHONE ......... 14" TELEVISION .......... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. OUTLET AND LIGHTING RECEPTACLES FOR ALL DWELLING ROOMS, WITH THE EXCEPTION OF KITCHENS, BATHROOMS, AND GARAGES, SHALL REQUIRE AFCI PROTECTION. 5. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH 2O17 NFPA 70, FLORIDA RESIDENTIAL CODE 2020, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 6. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. 7. CIRCUIT NUMBERS ARE FOR REFERENCE ONLY. 8. LUMINAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF 2017 NEC 410.16(A) & (B) 9. RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED 10. A MIN OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS 11. GFCI DEVICES SHALL BE READILY ACCESSIBLE 12. REFER TO ENERGY CALCULATIONS FOR ADDITIONAL INFORMATION. 13. PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN COMPLIANCE WITH NEC 110.26. 14. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE W �00� > E < o 0 C U Q W_ = Imo-- > J IY cr m Y 0 F- Z IL O O U) ZZzF-Z_ J Q J W (L _ z = Z O u) �F-QZ� Q z� Q Pt F- 0 Q 0 O V 0 0 0 (L co j j o A U it o 01-0 U U u) w w w cn j w w 0 3: Oct O_ r U) w C3 U) O� r WZ [a aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 12/17/21 SHEET Ei*2 KA 10 rIN M 00 T a SLAB PENETRATION PLAN SCALE: 1 /4"=1'-0" Ir w } 2 CC wz0� w�z0 >fr<o w�0t- Q�wIw— w IL w w (r IY Leo -z �u-00C/) zzzPz � J Q 2 J LL, 0- = IY LL -icn000 Z) Z LL cn Qzo O �Z H O r� V L~ I—' O w o Z wa o a.. x im U) w � w (J) 0 x z O K_// rW ivl W 0 w .O ro ft_ Z KKK1 M COMMUNITY; LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED:12/17/21 SHEET PI.I I7 MW MA50NRY LINTEL A55EMBL I E5 SEE 5GHEDULE AND 5PEGIFICATION5 FOR ADD'L INFO 7i ii -7 11 MIN. (1) GOURSEWHO I LQ J+ -MIN. O) GOURSE/i30ND I _ I BEAM ABOVE LINTEL I I BEAM ABOVE LINTEL GROUT - GROUT BOTTOM REINF. PREGA5T LINTEL w/ 1 Q, I PRECAST LINTEL w/ EMBEDDED REINF. EMBEDDED REINF. F MB-1 MB-2 rr---Ti 11 TOP I-- TOP COURSE, IF I+ TOP COURSE, IF I LsJ I m I LQJ I 1 I WOO PER ARCH. I I REO D PER ARCH. --' --- TOP REINF. OR GONT. GONT. BOND BEAM BOND BEAM REINF. REINF. A5 REOP Z 6ROUT GROIlf BOTTOM REINF. BOTTOM REAP. �;...;.: PREGA5T LINTEL W a• 1 PRECAST LINTEL W EMBEDDED REIN. EMBEDDED REINF. MB-3 MB-4 MASONRY LINTEL DETA I L5 REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT M13-1 SFS-oB/OT ----- ----- MB-2 SFS-IB/OT ----- (1) #5 MB-3 8FI6-I5/IT (1) #5 (1) #5 MB-4 SRFI4-I13 ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S CONCRETE. NOTES: I. ALL LINTELS W 5PAN5 GREATER THAN W-O" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORGEMENT.5HALL BE 6RADE 60, fy=60 k5f 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 7. ALL LINTELS ARE TO BE LOGATED DIRECTLY ABOVE THE OPENIN6 BELOW SHEET LIST INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 5TRUGTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.2 2ND FLOOR FRAMIN6 PLAN 5-1.3 ROOF FRAMING PLAN 5D-I FOUNDATION DETAILS 5D-2 STRUCTURAL DETAILS 5D-3 5TRUCTURAL DETAILS PB5B-I STRUCTURAL DETAILS GENERAL 5TRUGTURAL NOTE5 FOUNDATION • DE516N 15 BA5ED ON 7th EDITION (2020) FLORIDA BUILDING GODS. • FOOTING DE516N - THESE FOOTINGS HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE SOIL BEARIN6 CAPACITY OF 1,500 P5F. • ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT W/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALLS TO SLAB WITH Y4" DIA. x 23/4" LONG TAPGON5 0 52" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, IT MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORR0510N-RE515TANGE GOMPATIBILITY OF HARDWARE 4 FASTENERS IN CONTACT N/ PRE5ERVATIVE-TREATED WOOD. CONTACT LUMBER i HARDWARE SUPPLIERS TO GOORD. • GONGRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE STRENGTHS IN 28 DAYS, U.N.O.: f'C = 2,500 psi: ....... FOOTIN65 2,500 psi:....... 5LAB5 ON 6RADE (INTERIOR d EXTERIOR) fy = 60,000 psi ...... REBAR • ALL GONGRETE EXP05ED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FIN15H 6RADE: • FOOTIN65 AND 5LAB5 ON GRADE SHALL BEAR ON GLEAN, FIRM VIRC71N 501L OR GLEAN FILL COMPACTED TO A q5% PROCTOR VALUE • MINIMUM LAP SPLIGE5 ON ALL REINFORGEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT D15GONTIN0005 END OF REINF. • 6ROUT SHALL BE A5TM G416 F'c=3000 P51 N/ MAX 3/8" A66RE6ATE • CONCRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE STRENGTH OF Ig00 P51 (F'M = 1500 PSI). 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 N/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL AL16N WITH FOOTIN6 DOWEL BELOW. PROVIDE MIN 50" LAP 5PLIGE WITH FOOTIN6 DOWEL • GROUT 50LID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" GONT. FULL LEN6TH OF WALL N/ (1) #5 BAR GONT. (TYP. @ EXT. PERIMETER) • PROVIDE (1) #5 BAR 6ROUTED 50LID ON EACH 51DE OF ALL MA50NRY OPENIN65 AND AT ALL WALL GORNER5. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MASONRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 6-0" O.G. IN EXTERIOR WALLS. (AS 5HOWN ON PLANS) • ROUGH OPENINC75 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB E06E5, AND OTHER LOCATION5 WHERE SLAB GRAGK5 ARE LIKELY TO DEVELOP. EXACT LOCATIONS PER BUILDER. • SAW GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH OF THE SLAB (I" FOR A 4" SLAB) • JOINTS SHALL BE LOCATED @ 12-0" O.G. (RECOMMENDED) OR I5-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE A5 GL05E TO 5QUARE5 A5 POSSIBLE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION 5PEG I F I GATI ON5 (T1'F. U.N.O.) DESCRIPTION OF B1-06. ELEMENT 3"x0.131" NAILS 3"xO.120" NAILS J015T TO 50LE PLATE (5) TOENAILS (5) TOENAILS* SOLE PLATE TO JOI5T/BLK'6. (5) NAILS ® 4" o.G. (3) NAILS @ 4" o.c. STUD TO SOLE PLATE 2) TOENAILS (5) TOENAILS* TOP OR SOLE PLATE TO STUD 2 NAILS (3) NAILS RIM TO TOP PLATE TOENAILS @ 8" o.c. TOENAILS @ 6" o.c.* BLK'6. BTWN. JOISTS TO TOP PL. (3) TOENAILS (3) TOENAILS* DOUBLE STUD NAILS ® 24" o.c. NAILS ® 16" o.c. DOUBLE TOP PLATE NAILS @ 24" o.c. NAILS ® 16" o.c. DOUBLE TOP PLATE LAP 5PLIGE q NAILS IN LAPPED AREA (11) NAILS IN LAPPED AREA TOP PLATE LAP @ CORNERS 1 INTER5EGTIN6 HALLS (2) NAILS (2) NAILS • 2Y2"xO.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"x0.120", SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE • ARE SHOWN) oil THI5 MODEL HAS BEEN DE516NED IN AGGORDANGE WITH THE Ith EDITION (2020) FLORIDA BU I LD I N6 CODE (5EGT1 ON 160q) LATERAL DE516N REQUIREMENTS FOR THE FOLLOWIN6 WIND SPEED $ EXPOSURE ONLY: 140 MPH - EXP. B WIND IMPORTANGE FAGTOR = 1.0 INTERNAL PRESSURE GOEFFIGIENT = ANY WIND SPEED/EXPOSURE NOT LISTED HERE REQUIRES FORMAL EVALUATION &APPROVAL FROM M+K STRUCTURAL ENGINEERING. EXTERIOR I$ 5HEAR INALL 5HEATH I NO 5PEG I F= I CAT I ON5 INDIGATES LOGATION AND EXTENT OF 5HEARWALL WHIGH REQUIRES 5HEATHIN6 AND/ OR FA5TENIN6 5PEGIFIGATION5 BEYOND THAT OF 5TNDRD GON5TRUGTION SYMBOL SHEAR PANEL 5PEG. 15/32" PLYWOOD OR 05E3 FASTENED W PI 2y2 11x0.131 NAILS @ 6 o.G. ALON6 PANEL EDOE5 AND 1211 o.G. IN THE PANEL FIELD. 15/52" PLYWOOD OR 05B FASTENED W P3 2'2ItxO.13I" NAILS ® 3" o.c. ALON6 PANEL EDGES AND 12" o.c. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALLS N/ 15/32" PLYWOOD OR 0513 FASTENED N/ 2Y2"xO.131" NAILS ® 6" O.G. AT ALL PANEL ED6E5 AND @ 12 O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL ED6E5 SHALL OCCUR OVER FRAMING OR 2X BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL ED6E AND FA5TENIN6 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMIN6 @ 16"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALL S SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER N/ 3/2"x0.131" NAILS ® 16"o.c. USE (8) 3Y2"x0.131" NAILS @ EA. LAP 5PLIGE. (TYP. U.N.O.) 4. LATERAL ANALYSI5 ASSUMES ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALL5 ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENIN65. 5. SEE ARCHITECTURAL DRAWINGS FOR ADD'L WALL CONSTRUCTION REQUIREMENTS. 6. ALL EXTERIOR HALLS ARE CONSIDERED 5HEARWALL5. -7. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. 8. A MAXIMUM OF TWO 1'-4 WIDE X 2'-0" TALL OPENINC75 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LON6 A5 THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 EDGE NAILIN6 REQUIRED AND OCCUR 16" MINIMUM FROM THE ENDS OF THE 5HEARWALL. q. ALL 5HEATHIN6 PANELS TO MEET U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 WITH 3:i(, 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 1152" THICK; APA RATED 5HEATHIN6 %, EXPOSURE 105E OR PLYWOOD PER U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 IN AGGORDANGE WITH THE UL DE516N5 SPECIFIED. Window I Door Allowable Wind Pre55ure5 140 MPH Mind Zone Ex o5ure E3" OPENIN6 51ZE INTERIOR ZONES END ZONES 6 Garage Door +18.5 P5F/-20.q PSF +18.5 PSF/-20.q PSI= 16Garage Door +11.1 P5F/-1q.1 P5F +11.1 P5F/-Iq.1 P51F 10 SOFT, +21.2 P5F/-22.q P5F +21.4 P5F/-28.3 P5F 20 5QFT. +20.2 P5F/-22.0 P5F +20.2 P5F/-26.4 P5F 50 SOFT. +lq.O PSF/-20.8 P5F +Iq.O P5F/-23.q P517 100 SOFT. +18.0 P5F/-Iq.8 P5F +18.0 P5F/-22.0 P5F 500 SOFT. +15.8 P5F/-11.6 P5F +15.8 P5F/-17.6 P5F (DEnd Zone is defined as the smaller of 10% of least horiz. dim. or 40% of mean roof height. ®Pressures have been derived from 2020 FBG Table R301.2(2). 317re55ure5 charted here are allowable pressures and have been reduced per A5GE 7-16 section 2.4.1 from ultimate pressures. Divide allowable pressures above by a factor of 0.6 for ult. pressures. ROOF FRAMING • SEE ROOF TRUSS UPLIFT GONNECTOR 5GHEDULE FOR ALL ROOF TRUSS CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 055/PLYWOOD 5HEATHIN6 24/Ib, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"xO.113" RIN6 SHANK NAILS (RSR5-01 OR EQUIV.) ® 6" O.G. AT PANEL ED6E5 4 ® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END $ DRAG TRUSSES N/ RIN6 SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALON6 PANEL EDI5E5 AT FIRST 2 TRU55 BAYS FROM 6ABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED ED6E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRUSS ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW N/ 51MP50N VTGR CLIPS 0 24" O.G. • ALL METAL HAN6ER5 SHALL BE 5PEGIFIED BY THE TRUSS MANUFACTURER, UNLE55 OTHERWISE NOTED. • EREGT AND INSTALL ROOF TRUSSES PER WTGA $ TPI'5 BG51 I GUIDE TO GOOD PRACTICE FOR HANDLIN6, INSTALLING d BRAGIN6 OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH $ SHORT SPAN ROOF TRUSSES N/ 2x4 LEDGER FASTENED TO FRAMIN6 W/(2) 3"xO.131" NAILS @ 16" O.G. UPL I r-T GONNEGTOR5 BEARIN6 CONDITION TRU55 CONNECTOR LENGTH < 15' S1MP50N H2.5T 51N6LE ROOF TRUSS BEARIN6 ON > 151 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRU55 BEARIN6 ON ALL 51MP50N HT520 WOOD STUD WALL/WOOD BEAM 51N6LE ROOF TRU55 OR PORCH ALL 5IMP50N HETAI6 BEAM BEARIN6 ON GMU WALL ROOF 6.T., FLUSH BEAM OR ALL (2) 51MP50N HETAI6 FLUSH 6.T. BR6. ON GMU WALL ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR A5 L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF REGORD TO DE516N THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N 5TANDARD5 FOR METAL PLATE CONNECTED WOOD TRUSS GON5TRUGTION". MW HAS ENGINEERED ALL ROOF TRUSS UPLIFT. GONNEGTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-7-16. ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRAWING 5HALL SUPERSEDE THE TRUSS MANUFAGTURER'5 UPLIFT GONNEGTOR 5PEGIFIGATION5 AND LOADS SHOWN ON THE SHOP CARDS. LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL I: • : : I EXTENT OF OVERFRAMIN6 •--m° - INDICATES I/8"A" SAW GUT CONTROL JOINT INDICATE5 LOCATION OF REINFORCED GMU GORE IN (SEE NOTES) J L METAL HANGER INDICATES POST ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. HOLPOINN / 5TRAP 5GHEDULE SYMBOL 5PEGIFIGATION FASTEN BUILT-UP POSTS 5UPPORTIN6 ROOF 65. TO GMU WALL N/ (1) 51MP50N M5TGM40 STRAP N/ (12) Y4" 5T-1 DIA x V4" LON6 TAPGON5 INTO GMU. DE516N ACCOUNTS FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5. (USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.O.) GENERAL 5TRUGTURAL NOTE-5 • DES16N 15 BASED ON 7th EDITION (2020) FLORIDA BUILDING CODE. • WOOD FRAME EN6INEERIN6 15 BASED ON N05, "NATIONAL DE516N 5PEGIFIGATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DE516N LOADS: ROOF LIVE = 20 P5F DEAD = I P5F T.G., 10 P51F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 STAIRS � DEGK5) = 30 P5F ® 5LEEPIN6 AREAS _ 50 P5F ® 6ARA6E = 200 # POINT LOAD @ 6UAR05/HANDRAIL5 = 50 P5F @ GUARD IN -FILL COMPONENTS DEAD = 10 P5F (20 P5F TOTAL ® TILE) WIND ULTIMATE WIND SPEED 4 EXPOSURE A5 L15TED RISK CATEGORY II GENERAL FRAMIN6 • EXTERIOR WOOD STUD BEARING WALLS SHALL BE 2x 5PF#2 OR 5YP#2 ® 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x 5PF OR 5YP STUD' 6RADE LUMBER 0 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x STUD' 6RADE MEMBERS SPACED ® 16" O.G. (MAX.). • ALL NON-BEARIN6 INTERIOR STUD WALLS SHALL BE CONSTRUCTED WITH 2x '5TUD' 6RADE MEMBERS SPACED ® 24" O.G. (MAX.). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD rF (1)2x KING STUD, MINIMUM. THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK STUDS REQUIRED, U.N.O.. • ALL HEADERS, BEAMS $ OTHER STRUCTURAL MEMBERS SHALL BE SPRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS $ HEADERS W/ 3-ROW5 OF 3"xO.131" NAILS @ 12" O.G. STA66ERED. APPLY NAILIN6 FROM BOTH FACES 3-PLY OR MORE GONDITION5. UTILIZE 2 ROW5 OF NAILS FOR 2x6 2x8 MEMBERS. • FACE NAIL BUILT UP 2x POSTS W/ 3"x0.131" NAILS ® 16" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FACES 9 3-PLY OR MORE GONDITION5. • REFER TO CONNECTION 5PEGIFIGATIONS TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALLS N/ 1/16" 05B FASTENED N/ 2Y2"xO.131" NAILS @ 6" O.G. ® ED6E5 $ 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL ED6E5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE 50LID BLOCKIN6 IN FLOOR SYSTEM UNDER ALL POSTS CONTINUOUS TO FOUNDATION/BEARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWIN6: • L5L - Fb=2325 p5 i; Fv=310 psi; E=1.55x 10' b psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.OXIOA6 psi • FOR 2 $ 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OF 3"xO.131" NAILS @ 8" O/G OR 2 ROW5 Y4"x3Y2" 51MP50N 5D5 5GREW5 (OR 3Y2" TRU55LOK 5GREW5) @ 16" O/G, USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/5GREW5 2" FROM EDGE. 50LID 3 Y2" OR 5 Y4" BEAMS ARE ACCEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OFY4"xb" 51MP50N 5D5 5GREW5 (OR 6 3/4" TRU55LOK 5GREW5) ® 16" 0/G. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FASTENING AT BOTH FACES (ONE 51DE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM E06E. A SOLID 7" BEAM 15 AGGEPTABLE. • ALL INTERIOR WALL 5TUD5 IN CONTACT N/ GMU HALLS SHALL BE PRESERVATIVE TREATED AND FASTENED N/Y4 DIA. X 4" LON6 TAPGON5 ® 24" O.G. 11 FLOOR FRAMING • I-JOI5T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HANGERS SHALL BE SPECIFIED BY I-JO15T /TRU55 MANUFACTURER, UNLESS OTHERWISE NOTED. • I-JOI5T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY • FLOOR 5HEATHIN6 SHALL BE 23/32" GONFORMIN6 TO P52-04, 24" O.G., EXPOSURE I, TONGUE AND 6ROOVE ED6E5, FASTEN 5HEATHIN6 TO FRAMIN6 MEMBERS W/ GLUE AND 3 "xO.131 " NAILS 6" O.G. AT PANEL ED6ES 4 12" O.G. AT INTERMEDIATE SUPPORTS. TYPICAL 5TAIR GON5TRUCTION NOTES • (3) SINGLE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR LANDIN6, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM N/ (1) 51MP50N A35 CLIP AT EACH 5TRIN6ER. FASTEN 2x6 P.T. PLATE TO CONCRETE SLAB N/ (5) 3/b" DIA. x 3 Y2" LONG. TAPGON5. • FASTEN END 5TRIN6ER5 TO ADJACENT HALLS N/ (2) 3"xO.131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE 3/4" FLOOR DECKING ON RISERS AND I" FLOOR DEGKIN6 ON TREADS. • SEE STAIR FRAMIN6 5EGTION FOR MORE INFO. seal: .�`�� 0 ' ♦r : ; fz •, A� Lli O F • a®a�ouor��rla_ © copyright: MULHERN & KULP ii � °� � Structural En g, c. L ZQqL z J� w w Z o CO Ike Cn z w C<1_ JLZ Q .n = Z A to � WF- fJa c :20) j �t Jz Q o UJ °P oc�o CO) m W �o cv OG M n IV M&K project number: 068-200 1 1 project mgr: JSB drawn by: DJ R issue date: `j 2-1 4-2 1 REVISIONS: date: initial: sheet: 'Q Q 0 LL Z Q� 'Q LO V 0 f� Z J J SM0.0 ■ ■ i 1 I 11 LANAI SLAB: 3 Y2" GONG. SLAB ON GRADE (2500 PSI MIN.) w/ 6x6-W1.4xW1.4 I `� MESH OR FIBER MESH 1 LLI o ON q5% GOMPAGTED I I — FILL OR VIR61N SOIL. 2 I rl I 2 HVAG 13 1'12 STEP I 51)-1 UNIT Iq`-8n I 6�_4�� 141_011 I FRENCH DOOR REGE55 PER m MANUFAGTURER5 1 INSTRUGTION u' 1 NOTE: REFER TO BLOCK 2 PLAN FOR ALL DOWEL I 2 — 5D-I LOCATION DIMENSIONS. I I � 5D 6-11 1/2" I'-0" II'-4 I/211 11-10 1/2" 1 12'-q 1/2" � 1 3y211 STEP— ,� ` N �. �- --z-J .� • I �� �� �� �� �� I \ � 4 r L �3 %2�� STEP — — — — Ln L3xl6 THIGKENED 24 x24 xl2 PLAIN 10 SLAB UNDER GONG. FT6: I 5D-I N ' • , 5D-I BEARIN6 WALL 4 (TYP. (TYP.) 4 SD-1 L — — — — -- I 5D-I ------------------ ----_ I t GARAGE SLAB: ._- - - - - - - - - - - — — —1 3 y2'� STEP I • �- — — — — — — — 3 y2 GONG. SLAB ON GRADE 1 1 (2500 P51 MIN.) w/ 6x(b-W1.4xW1.4 I �I 13'-1 1/4" 6'-2 3/4" I MESH OR FIBER MESH OVER 6 oe MIL. POLY ON q5% GOMPAGTED FILL OR VIR61N SOIL I = I ' 5 • I 7 I I I SD-1 d-- 5D-I I I � � I • Ln f — 3 Y2" STEP 1 �_ .. •• I w � 5 I • I I 5D-I I 6 I I _ 3 N • 5D-I 5D-I 2 5D-I 2'-8" 16'_0'� 2�_8�� 14'=0" 00, 4�_8�� 211-411If le 40'-0" 5LAE3 PLAN SCALE: 1/4"=1'-O" (22x34 SHEET) SCALE: I/8"=I'-0" (Ilxl'i SHr-ET) L.C7�LI7 seal'�`�jP��®cEJv 0 a • ® INTERIOR BEARIN6 WALL E OF tt�, • _ _ _ BEARIN6 WALL ABOVE ' • BEAM / HEADER **®®0e�®�� • LOCATION AND EXTENT OF SHEARWALL © copyright : MULHERN & 7� Structural En I c. 1:::::::::1 EXTENT OF OVERFRAMIN6 Z •-- w.n ---INDIGATE5 1/8"A" 5AW GUT CONTROL JOINT CC w INDIGATE5 LOCATION OF REINFORCED CMU GORE z o El (SEE NOTES) Z w aL J L METAL HANGER J % INDIGATE5 P05T ABOVE. PROVIDE 50LID _ E c BLOGKINB UNDER P05T OR JAMB ABOVE. z I-- A U fJ ' q t Eoc REFER TO S-O.O FOR TYPICAL STRUCTURAL NOTES 8 SCHEDULES W a m E �a Q� �Z o 0 fin o L; cc ih W c N cc M Q, M&K project number: 068-200 1 1 project mgr: J S B drawn by DJ R issue date: 1 2-1 ,L -2, 1 REVISIONS: date: initial: Cz r� Z Q 0 LL � z a a z w i T— C) I O O CV d- - O _I a 401-011 51_411 31_2 �� 5�_6 ��00, 2 _L I4'-0" 4'-8" on 40'-0" SCALE: I/4"=1'-0" (22x34 SHEET) SCALE: 1/6"=1'-0" (110 SHEET) seal: L�G�Ni7 �Q' °• � sue` ® 4 r NO r • ® INTERIOR BEARING WALL = ir • = _ _ BEARING WALL ABOVE -,�°a AT OF • BEAM / HEADER "s f �C • LOGATION AND EXTENT OF 5HEARWALL © copyright : MULHERN kcUtr'EC 17 202 Structural Engineering, Inc. EXTENT OF OVERERAMIN6 I___—J C7 am ----INDIGATE5 1/8"xl" SAW GUT GONTROL JOINT Z LL; w INDIGATE5 LOCATION OF REINEORGED GMU GORE E. o z Cn (SEE NOTES) �e z a w as J L METAL HANGER J ►� INDIGATE5 POST ABOVE. PROVIDE 50LID a .a cc Q c BLOGKIN6 UNDER P05T OR JAMB ABOVE. Q. U =:) tM Ole 41_ 1011 51_211 le 2r_811 i MA50NRY LINTEL I:)ETA I L5 REINFORGEMENT MARK DE516NATION TOP BOTTOM 5HEAR REINFORGEMENT MB-I 8F6-0B/0T ----- ----- MB-2 SFS-IB/OT ----- (1) #5 M13-3 SFIb-IB/IT (1) #5 (U #5 MB-4 8RF14-1B ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND L6TT'5 GONGRETE. NOTE5: I. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-0" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT 5HALL BE GRADE 60, fy=60 k51 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 5IZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOGATED DIRECTLY ABOVE THE OPENING BELOW � WW c w Z °O E a �Z Q A Mo N Cp O CO m y LY C N = Cr) CL IV M&K project number: 068-200 1 1 project mgr: JSB drawn by: DJ R MA50NRY LINTEL A55EM15L I E5 5EE 5GHEOULE AND 5PEGIFIGATION5 FOR ADD'L INFO ISSUe date: 1 2- 14-21 1— rr--T r-71 I ' —MIN (I) GOURSE/t30ND I kr-t,- MIN. (1) GOJP-I;E ND REVISIONS: L52J I BEAM ABOVE LINTEL Q I L4J I O BEAM ABOVE LINTEL 7 --- Wc �ROur �Rour date: initial BOTTOM REINF. 0 T—' PRECAST LINTEL.. w/ II �Q .. PREGA5T LINTEL. w/ I„ MB- I B-2 EMEIEDDED REINF. M13 —#- EMBEDDED PEINF. � rr---T, TOP COURSE, IF TOP COURSE, IF i LQJ 1 L i REQ D PER ARCH. v i i REQ'D PER ARCH. -� - TOP REINF. OR GONT. GONT. BOND BEAM BOND BEAM REINF. I A5 REG2b NGROUT `t BOTTOM REINF. BOTTOM REINF. PRECAST LINTEL w/ # PRECAST LEMBEDDED REINF. Iw/ #�-# -t-�-#- EMBEDDED RE REINF. MB-3 N MB-4 .REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES I$ SCHEDULES a 2x5 LED6ER EAI, GMU N/ (2) /4" DI LON6 TAPGON5 22NP FLOOR R*MINO PLAN SCALE: I/4"=1'-0" (22x54 SHEET) SCALE: 1/8"=1'—O" (110 SHEET) LEGEND • ® INTERIOR BEARING WALL • _ _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARHALL -.-.-.71 EXTENT OF OVERFRAMIN6 • —INDICATES 1/8"xl" 5AW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE (5EE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE 50LID BLOCKING UNDER P05T OR JAMB ABOVE. HOLPOM / 5TRAF 5GHEPULE YMBOL SPEGIEIGATION FASTEN BUILT-UP POSTS 5UPPORTIN6 ROOF 6.T. TO GMU NALL N/ (1) SIMPSON MSTGM40 STRAP N/ (12) )/4" 5T-I DIA x V," LONG TAPGON5 INTO GMU. DESIGN ACCOUNTS FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5. (U5E ONE STRAP TOTAL PER BUILT-UP P05T, U.N.O.) ROOF FRAMINO • SEE ROOF TRU55 UPLIFT GONNEGTOR SGHEDULE FOR ALL ROOF TRU55 GONNEGTOR5. • ROOF SHEATHING SHALL BE 1/16" MIN. 05B/PLYWOOD SHEATHING 24/6, EXP05URE I. FASTEN SHEATHING TO ROOF MEMBERS N/ 2 3/8"x0.113" RING SHANK NAILS (RSRS-01 OR EGUIV) 0 6" O.G. AT PANEL ED6E5 $ ® 6" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END $ DRAG TRU55E5 N/ RING SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOCKING ALONG PANEL EDGES AT FIRST 2 TRUSS BAYS FROM GABLE END. PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED ED6E5. • ROOF SHEATHING FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRUSS ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW N/ 5IMP50N VTGR CLIPS ® 24" O.G. • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • EREGT AND INSTALL ROOF TRU55E5 PER WTGA 4 TPI'S BG51 I GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING $ BRAGIN6 OF METAL PLATE CONNECTED WOOD TRU55E5." • ROOF TRU55 SHOP DN65. SHALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH $ SHORT SPAN ROOF TRUSSES N/ 2x4 LEDGER FASTENED TO FRAMING N/(2) 3"4.131" NAILS a 16" O.G. UPL 1 1T GONNEGTOR5 BEARING CONDITION TRU55 CONNECTOR LENGTH < 15' 51 MP50N H2.3T SINGLE ROOF TRU55 BEARING ON IS' 51MP50N HIOA WOOD STUD HALL/HOOD BEAM ROOF 61RDER TRUSS BEARING ON ALL 51MP50N HT520 WOOD STUD WALL/WOOD BEAM SINGLE ROOF TRU55 OR PORCH ALL SIMPSON HETAI6 BEAM BEARING ON GMU NALL ROOF 6.T., FLUSH BEAM OR ALL (2) SIMPSON HETA16 FLUSH 6.T. BR6. ON GMU HALL ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR A5 L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT GONNEGTOR5 PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTED HOOD TRUSS GON5TRUGTION". M4K HAS ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTORS IN AGGORDANGE WITH THE REQUIREMENTS OF ASGE-1-16. ALL UPLIFT GONNEGTOR5 AND LOADS PER TH15 DRAWING SHALL SUPERSEDE THE TRUSS MANUFACTURER'S UPLIFT CONNECTOR 5PEGIFIGATION5 AND LOADS 5HONN ON THE SHOP CARDS. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES � SGHEDULES seal: , No G4 "arm IS®I® f" i'DEC% l 2021 © copyright: MULHERN & KULP Structural Engineering, Inc. on c� z M JLJJ °C W W Z G iz w a J L Q °' .n Zt-- 1 U d- c E UJo a T J M E r1f1�1 a WJ Z --0 o p o o cs� y m �h W Co N C. M o. s M&K project number: 068-2001 1 project mgr: ,J SB drawn by: DJ R issue date: `j 2-1 4-21 REVISIONS: date: initial: z o-, z LL a 0 0 LL z N sheet: d O a O LL LLJ 0 z UJ cdn O D d T � 2 oa ~ >, z J J Sm 1.2 0 a e ROOD FRAM I NO PLAN SCALE: 1/4"=l'-O" (22x34 SHEET) SCALE: 1/8"=1'-0" (110 SHEET) LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF SHEARNALL EXTENT OF OVERFRAMIN6 • - INDICATES I/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE (5EE NOTE5) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE SOLID BLOGKING UNDER P05T OR JAMB ABOVE. ROOF FRAM I NO • SEE ROOF TRUSS UPLIFT GONNEGTOR 5GHEDULE FOR ALL ROOF TRUSS CONNECTORS. • ROOF SHEATHING SHALL BE 1/16" MIN. O5B/PLYWOOD SHEATHING 24/6, EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/e"xO.113" RING SHANK NAILS (R5RS-01 OR EQUIV.) 0 6" O.G. AT PANEL E06E5 i ® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END i DRA6 TRUSSES w/ RIN6 SHANK NAILS ® 3" O.G. (U.N.0). PROVIDE BLOGKING ALONG PANEL ED6E5 AT F I RST 2 TRUSS BAYS FROM 6ABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED ED6E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRUSS ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR GLIP5 ® 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERN15E NOTED. • ERECT AND INSTALL ROOF TRUSSES PER WTGA 4 TPI'S BG51 I GUIDE TO 600D PRACTICE FOR HANDLIN6, IN5TALLIN6 � BRAGIN6 OF METAL PLATE CONNECTED HOOD TRUSSES." • ROOF TRUSS SHOP DH65. SHALL BE SUBMITTED TO ARCH i EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH $ SHORT SPAN ROOF TRUSSES w/ 2x4 LED6ER FASTENED TO FRAMING w/(2) 3"xO.131" NAILS @ 16" O.G. UPL117 CONNECTOils BEARIN6 CONDITION TRU55 CONNECTOR LENGTH < 15' 51 MP50N H2.5T 51N6LE ROOF TRUSS BEARING ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF GIRDER TRUSS BEARING ON ALL 51 MPSON HT520 HOOD STUD NALL/WOOD BEAM 51N6LE ROOF TRUSS OR PORCH ALL 51MP50N HETAI6 BEAM BEARIN6 ON GMU NALL ROOF G.T., FLUSH BEAM OR ALL (2) 51MP50N HETAI6 FLUSH 6.T. BR6. ON GMU HALL ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHILL BE CONNECTED KITH CONNECTOR A5 L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED HOOD TRUSS GON5TRUGTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT GONNEGTOR5 AND LOADS PER THI5 DRAWING SHALL 5UPER5EDE THE TRU55 MANUFAGTURER'S UPLIFT CONNECTOR 5PEGIFIGATION5 AND LOADS SHOWN ON THE SHOP CARDS. REFER TO S-O.O FOR TYPICAL STRUCTURAL NOTES $ SGHEDULES seal;•" �Q'r1714 % rTO ; Stu lr�� �C d#Lli 7 2021 copyright ; MULHERN Structural Engineering, Inc, CD z J� w w z c � z rn w 0- J i a� Q Z= a U a- LUF- C/7 v w S j J m E Z Q �i— W vo Y CP o C9 y W m uo C N �i. CM C L M&K project number: 068-2001 1 project mgr: J S B drawn by: D.J R issue date: 1 2-1 4-2`j REVISIONS: date: initial: d z wLL ° � a' Q z 0 � Ld Z) LLO U U. z p0 Lo (f) 0 > z x J J sheet: W s ■ Sm 1.3 a FILLED CELLS (SEE PLAN) " TOP YIEW @CORNER GONG. OR PAVER GARAGE WALL DRIVEWAY BEYOND GARAGE SLAB m 411 (SEE PLAN) d d a q° d° I I —III a i l—I � I 16"x8" THIGKEN ED6E W/ (2) #5 GONT. oal��EIEP EP E @ GARA&E DOOR DETA I L5 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR 5TRIP5 -PER BUILDER (1) #5 VERT. FROM FT6, TO BONO BEAM. LAP w/ HOUSE SLAB FOUNDATION DOWEL MIN. (SEE PLAN) 50" GROUT CELL 50LID Z < C 0 6RADE I I —III —III —III —I I Mi 15i2I I I I I I —III —I I-1 1= =1 11-1 I -� I I I —I I I a I —I I I —I I I —I 11- o —1 '1 11 d I 1—III-1 1- I —I I I- ' I=III— III =— 1) #5 DOWEL W/ 6" HOOK AT l I I 11. ; I I I ALL VERT. WALL REINF. III —I I —III I —III (SEE PLANS FOR LOCATION) I I 111 1111 i l l 1- GLEAN GOMPAGTED FILL ® q5% I I I l MONOLITHIC, FOUNDATION STANDARD DENSITY WI TH W/ (2) #5 GONT. ON CHAIRS 2-STORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE IN (2) #5 BAR5 FOOTING SECTION W/ BLOCK DETAIL SCALE: NTS f-PATIO/PORGH/LANAI SLAB (SEE PLAN) ° a .. III —III —I 11-1 I I —I I �- 8"x8" THICKENED SLAB W/ (1) #5 GONT. THICKENED EDGE DETA I L 3 SCALE: NTS 8" GMU BLOCK 8" GMU BLOGK 8 WIDE GONT. 8" GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL (1) #5 VERT. FROM FT6. TO R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS GONG. CURB OVER 3/4" FURR STRIPS BOND BEAM. LAP w/ Ix -PER BUILDER (1) #5 VERT. FROM FT6. EXTERIOR DOOR -PER BUILDER FOUNDATION DOWEL MIN. TO BOND BEAM. LAP w/ HOUSE SLAB 30" GROUT CELL SOLID HOUSE SLAB FOUNDATION DOWEL GARAGE SLAB MTL. THRESHOLD (SEE PLAN) PORGH/PATIO/LANAI (SEE PLAN) MIN. 30 GROUT CELL > (SEE PLAN) SET IN SEALANT SLAB OR PAVERS SOLID PAVERS (SEE PLAN) (SEE PLANS) z d a 14. d d 4_Liilit, q o GRADE I I-1 I I=II1< III III III-1 I 1 I I I lIdg�,LI III III 1=1 111- —II5EIII:: I=1I III—III=1I1=1I1— _ —III—III->r _ —III . s ° —III —III, , III—III=III—III— - I_ . —I —II ea° ° —III—III—III-I - I —I I I—III=111- EXP JOINT z I I- I I I —I I —I I —I m III 1=111- 1—I m III I a I —III —III InI —I I q`. tr —III—I' I—= 1) #5 DOWEL W/ 6" HOOK AT =I — I —III_ °. 1 1) #5 DOWEL W/ 6" HOOK AT III—� 1 111,11 III III = ALL VERT. WALL REINF. I I II, (SEE PLANS FOR LOCATION) I I=I I :III I I I" I I —I --I I II111III 1 _ 1 I-1 I II I III -I- MONOLITHIC I I 1=1 1- ALL VERT. WALL REINF. I-III=III III-- I I 111= (SEE PLANS FOR LOCATION) GOMPAGTED — GLEAN COMPACTED 1�II = FOUNDATION IN GLEAN COPACTEDGLEAN FILL ®q5°6 1. , . MONOLITHIC FOUNDATION FILL a q5% WI TH MONOLITHIC FOUNDATION FILL ®q5� STANDARD WI TH GONT. ON GHAIR5 STANDARD DENSITY WI TH W/ (2) #5 GONT. ON STANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 DENSITY AND TERMITE GHAIR5 2-5TORY: 1'-4" WIDE TREATED 2-5TORY: 1'-4" WIDE 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS w/ (2) #5 BAR5 w/ (2) #5 BARS I -STORY: 1'-0" WIDE 1-5TORY: 1'-0" WIDE I-5TORY: 1'-0" WIDE W/ (2) #5 13AR5 W/ (2) #5 BARS W/ (2) #5 BARS G �t6ECI�Rll DET, IL ENTRY DOOR DET IL � SCALE: Nr5 ERIOR E: NTS OaT WALL ® PORCH/PAT10/L NAIDETA1L 8" GMU BLOGK--__�_ BEYOND EXTERIOR DOOR MTL. THRESHOLD SET IN SEALANT PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLANS) ---\ 4 d PER MANUF. d III —II II- R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOUSE SLAB (SEE PLAN) -III I=1 I ' a d III III III _ I=1 m III I a I I —III —I 11= m L 1 � 1111 � 11 I I -_-_-_I I I � I I I I I; � III I I —III —III —III I I I— II—III=III—III—III='''- MONOLITHIC GLEAN COMPACTED III =11-III FOUNDATION W/ (2) #5 FILL ® 95% STANDARD WI TH GONT. ON GHAIR5 DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS t EXTERIOR OUTSWI NG 4 5GD POURED 51 LL5 DETAIL Y2"4)x6" LONG PRESSURE 51MP50N TITEN HD TREATED BOTTOM 5GREW5 ® 4'-0" O.G. PLATE AND 12" MAX FROM END OF WALL w d I I-1 I I-1 I I-1 I I d U =1 I I-1 I I-1 I I-1 I I=1 I 01 UPLIFT GONNEGTOR5 5UGH AS STUD PLATE TIES, HURRICANE GLIP5, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A GALGULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. INT. BEARING WALL 1 00T1NG DETAIL Y2" 6YP. BD. EA. SIDE OF 2x4'5 ® 16" O.G. Y2" J-BOLT5 6" FROM EA. END OF WALL AND SPACE ® 52" O.G. 2" (6" MIN. EMBED) —�, STUD PLATE TIES PER } PT BOT. PLAN ® STUD TOP 4 PLT. BOT. q a � d �a. (2) #5'5 GONT. W/ „ 3" MIN. CLEAR all 8 UPLIFT GONNEGTOR5 SUCH A5 STUD PLATE TIES, HURRICANE 6LIP5, AND ANGHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A GALGULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE 5UGH HARDWARE WILL BE 5PECIFIGALLY NOTED ON PLAN. GARAE STEP DOWN DETA I L SCALE: NTS 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ HOUSE SLAB FOUNDATION DOWEL MIN. (SEE PLAN) 30" GROUT CELL 50LID z q 9 `11 I I I 1=1 � I —I a� o RADEI- `Y' III=III=III=III 11=I I M I I=I I I-'' PVG CHASE SLEEVE TO BE TWIGE THE DIAMETER OF ' I I III III=III=III I =III PROTECTED PIPE GLEAN GOMPAGTED FILL ®a5% MONOLITHIC, FOUNDATION STANDARD DENSITY WI TH IN (2) #5 GONT. ON GHAIR5 2-STORY: I'-4" WIDE w/ (2) #5 BAR-5 I -STORY: 1'-0" WIDE W/ (2) #5 BARS OGPETAL ,E SCALE: NTS $� :T_® © copyri : MULft&' Structural Engineering, Inc. 0 CD Z WJ m w W Z_ c UJ Z rn w a J Z= U = A 't t LUcn j J m 'A'3: J~ >♦ ao vo YCO �N.1 � y o coo m` L6 W c N cc CY i O. M&K project number: 068-2001 1 project mgr: JSB drawn by: DJ R issue date: `j 2- 1 4-2 `j REVISIONS: date: initial: Cz a C] � J J LL Ld U) W a � z 0 a (L Z 0 a O z Z � lc v�i �e 0 >, z J J sheet: SDw 1 SCALE: NTS WALE: NM PROVIDE 50LID SHIM BETN'N TRUSS 4 CONNECTOR IF TRUSS LOCATED LESS THAN I Y2" 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 %"xO.113" RING SHANK NAILS ® 6" O.G. FASTEN DBL 50LE PLATE OF 2x 2x EXTERIOR WALL @ STAIRS SEE UPLIFT CONNECTOR WALL TO BOND BM, w/YY VIA. OR 2-5TORY SPACE SCHEDULE ON PLANS FOR ANCHOR BOLTS @ 32 O.G. WITH -SEE PLAN FOR 5HEATHIN6 CONNECTOR SPECIFICATIONS T (MIN.) EMBEDMENT. AND CONNECTION 5PEG5. 2x6 FASCIA FASTEN EXTERIOR 5HEATHIN6 ._- -SEE ARCH TO 2x 51LL PLATE w/ REINF. MASONRY LINTEL/ BEAM 2Y2"x0.131" NAILS 3" O.G. - SEE PLAN FOR SPECIFICATIONS..°:.'., 8" GMU BOND BEAM w/ (1) #5 BARS GONT. CONNECT EACH END OF VERT WALL REINF. MA50NRY LINTEL TO TOP OF 8" REINF. GMU NALL - TO EXTEND INTO BOND BEAM PIER/ NALL w/ (1) #5 BENT -SEE PLAN FOR VERT. DONEL w/ 24" LE65 HORZ. REINF. 5PEG5 3 SECTION EXTERIOR NALL 5HT'6. TO RUN CONTINUOUS FULL HE16HT OF WALL FROM BOTTOM OF RIBBON TO TOP OF DOUBLE TOP PLATE 2 Y2"x0.131" @ 3" O.G. INTO 5OLE PLATE 2x GONT. RIBBON (TOP $ BOTTOM, FASTEN TO EA. TRU55 VERTICAL wl (2) 3Y4"xO.131" NAILS 2 Y2"x0:131" @ 3" O.G. INTO BOTTOM GONT. RIBBON PROVIDE SIMP50N HETAI6 EMBEDDED STRAP @ EACH TRU55 (@ 1cI.2" O.G. MAX) FASTENED TO END TRU55 VERTICAL OR TO BLOGKIN6/RIBBON VERT NALL REINF. TO EXTEND INTO BOND BEAM 8 REINF. GMU WALL -SEE PLAN FOR VERT. s HORZ. REINF. SPECS SECTION VALLEY SET OVERFRAMIN6 PROVIDE 50LID SHIM BETN'N TRUSS CONNECTOR IF TRU55 LOCATED LE55 THAN I YY FROM CONNECTOR. WHERE TRU55 15 6REATER THAN I /2" FROM CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL 0. 2x EXTERIOR WALL -SEE PLAN FOR 5HEATHIN6 AND CONNECTION SPECS. FASTEN SOLE PLATE TO GONT. RIBBON w/ 3"x0.131" NAILS @ 6" O.G. 4 5HEATHIN6 TO GONT. RIBBON w/ 2 Y2"xO.131" NAILS ® 6" O.G FLOOR TRU55E5 -PER PLAN 8" GMU BOND BEAM N/ (1) #5 GONT. MAIN ROOF 5HEATHIN6 FASTEN EACH OVERFR TRU55 TO TRU55 BELOI WITH (1) 51MP50N VTGR 24" O.G. MAIN ROOF TRU555 TYP I GAL OVERfRAM I NG CONNECTION DETAIL SCALE: N.T.S. p, SECTION 18 SCALE: 3/4"=1'-0" 2x EXTERIOR NALL -SEE PLAN FOR 5HEATHIN6 AND CONNECTION SPECS. EXTERIOR NALL 5HT'6. TO RUNS CONTINUOUS FULL HEIGHT OF WALL FROM BOTTOM OF LADDER TRU55 TO TOP OF DOUBLE TOP PLATE 2 Y2"xO.131" ® 3" O.G. INTO 50LE- PLATE LADDER TRU55. FASTEN LADDER- TRU55 TO EA. BLK6 PANEL w/ (3)3 Y4"xO.131 NAILS MIN. 2 Y2"x0.131" @ 3" O.G. INTO LADDER TRU55 FASTEN LADDER TRU55 TO GMU BOND BEAM w/ 51MP50N HETAI6 EMBEDDED STRAP ® 16" O.G. STRAP MAY BE INSTALLED ON INSIDE OR OUTSIDE FACE OF TRUSS VERT WALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. GMU WALL -SEE PLAN FOR VERT. 4 HORZ. REINF. SPECS SECTION 38 SCALE: 3/4"=1'-0" FASTEN SOLE PLATE TO TOP CHORD OF LADDER TRUSS w/ 3"xO.131" NAILS @ 6" O.G. FASTEN FLOOR FLOOR TRU55E5 5HT6. TO FIRST -PER PLAN TRU55 w/ 3"xO.131" NAILS ® 6" o.c. 2x4 (MIN) 5PF #2 BLOGKIN6 A5 SHOWN AT 48" o.c. FACE NAILED TO TRU55 TOP $ BOTTOM CHORD w/ (4) 3"xO.131" NAILS. 8" GMU BOND BEAM W/ (1) #5 GONT. ALL LAPS IN MA50NRY 25" -RUNNING BARS #5 BENT CORNER BAR GROUTED CELL TYP. CORNER VERT. HALL REIN�ORGING DETAIL SCALE: NTS FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 2 %"xO.113" RING SHANK NAILS 6" O.G. Z 2x FASCIA u' -SEE ARCH 2x SHEAR WALL - SEE PLAN FOR SPECIFICATIONS. 2x4 ® 16"O.C. FA5TENEP TO GABLE END TRU55 w/ (20'xO.131" TOENAILS. 6YP5UM BOARD---- Cl" MAX PER ARCH FOR FIREPROOFING GABLE END VERTICAL WEB - REINFORGIN6 AS REGURIED BY TRU55 MANUF. SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR 3Y4"x0.131" TOENAILS ®12"- CONNECTOR SPECIFICATIONS O.G. GONNECTIN6 BOTTOM FASTEN ROOF TRU55 TO CHORD TO TOP PLATE DOUBLE TOP PLATE w/ (5) 3 Y4"x0.131" TOENAILS FASTEN BOTTOM CHORD OF GABLE END TRU55 TO TOP PLATE WITH 51MP50N A35 CLIPS ® 52" O.G. FASTEN BOTTOM OF 2x4 J BRACE TO DBL. TOP SECTION PLATE w/ (1) 51MP50N H2.5T 2CJ (2)3Y4"xO.131" TOENAILS FASTEN TOP CHORD OF END TRU55 OR 2x4 NAILER THRU WALL 5HEATHIN6 TO EXT. WALL 5TUD5 w/ 3"xO.131" NAILS @ 16" O.G. FLOOR TRU55E5 -5EE PLAN 8" GMU BOND BEAM N/ (1) #5 CONT. - SECTION FASTEN ROOF 5HEATHIN6 TO END TRUSS OR 2x4 NAILER w/ 2 Y2"xO.131" NAILS ® 6" o.c. FASTEN BOTTOM CHORD OF END TRU55 OR 2x4 NAILER TO LADDER TRU55 VERTICAL OR 2x RIBBON w/ 3"xO.131" NAILS @ 16" O.G. VERT WALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. GMU WALL -SEE PLAN FOR VERT. 4 HORZ. REINF. SPECS FASTEN 5HEATHIN6 TO 2x4- BLOGKIN6 w/ 2 3Ya"xO.113" RING SHANK NAILS ® 4"O.G. 2'-0" MIN ROOF 5HT6 SHALL BE GONT. 24" MIN ONTO,ROOF Y-1 VIA ✓�1VRILI`/ SECTION 26 SCALE: 3/4"=1'-0" 5HEARNALL ABOVE FASTEN 5HEATHIN6 TO BLOGKIN6 w/ 2 3/8'xO.1 NAILS ® 6" O.G. INSTALL 5HEATHIN6-\ PRIOR TO IN5TALLIN6 LOW ROOF TRUSSES LON ROOF TRUSSES -SEE PLAN, PROVIDE ADD'L- VERTICAL IN TRU55 FOR BEARING 2x LEDGER -REFER TO "ROOF FRAMING NOTES" EXTEND EXTERIOR 5HEATHIN6 TO BOTTOM OF FLOOR SYSTEM @IETSZE" 2x4 BLOGKIN6 w/ (3)3 Y4"x0.131 " TOENAILS EACH END (4) 3 Y4"x0.131 " NAILS PROVIDE 2x4 BLOGKIN6 @ 48" O.G. IN FIRST (3) BAY5 OF ROOF TRU55E5-GUT TO FIT T16HT BETWEEN TRU55 BOTTOM CHORDS AND NOTCH AROUND SILL PLATE FASTEN DRYWALL TO BLOCKING w/5GREN5 /NAILS ® 6" O.G. 2x6 GONT. BLOGKIN6 FASTENED TO EA. STUD w/ (3) 3"x0.131" NAILS FASTEN 50LE PLATE TO FLUSH BEAM w/ 3"x0.131" NAILS ® 6" O.G. FLOOR TRU55E5 (SEE PLAN) �- FLUSH BEAM OR FLOOR G.T. (SEE PLAN) LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN THIS HOME � SHALL BE IMPLEMENTED IN SPEC I E I G AND ARE ONLY REOU I RED ALL APPL I GABLE AREAS. THESE WHERE 5PEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLAN5.. 1191 �� .� rr seal, ��Er4 SF°••.. WC2�,4 f t(J rr. W..: N © copyright: MULHERN & 1 7 2021 structural Enliiig, Inc. om Z_ mi CC w w Z o CD rn z w a- J 47 a ZCC = a� 3 �- itC tM CC W G E '5 W j 3: m E _.! ;. 2 W o Y CP C9 Co W C hl OC c-) M M&K project number: 068-2001 1 project mgr; JSB drawn by. DJ R issue date: 1 2-1 4-21 REVISIONS: date: initial: J ,J Q W W 0 J Q UJ 0 U = sheet: q) Q 0 J U) z rCL v! 'Q W J rr� U O LO U) 0 Z J J SDW2 ■ BOND -BEAM -.,----GONTIN. PREGA5T HEADER 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE WINDOW SILL, OR EQUIV. - GA5T-GRETE WINDOW SILL, OR EQUIV. - DOUBLE WINDON @�A���Nkl P I �� D�T� I LALETRIPLE WINDOW 51M. NOTES: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. SIMPSON ET EPDXY). 2. PROVIDE %" DIA. HOLE FOR SEE TYP. FOUNDATION DOWEL, BLOW OR BRUSH GLEAN. DETAILS FOR ADDITIONAL 3. FOLLOW MANUF. INSTALLATION INFORMATION NOT SHOWN IN5TRUGTION5. HERE FUTURE 8" GMU BLOCK #5 VERT. BAR TO BE LOGATED PER PLAN DRILL 6" INTO EXRIVE15T'6 I IN GROUTED CELL SLAB, EPDXY 4 DI I #5 DOWEL, PROVIDE MIN. i - a 30" LAP SPLICE I � i 4 .. <. 6RADE III-1 I I —III —III —I i _ _ -1 I I-1 I I —III —III `' �� I I —III —III —III � -1 I —II 1=1 11-1 Il a a o —ICI—ICI—ICI -� —III—III—III ° e a I 1—I —I I I-1 I I —I I I 1=1 I M 155ED DOWEL RETRO1 IT DETAIL SCALE: NTS SIM. ® GMU STEM FOR DROPPED 6RADE 4x6 P.T. P05T PROVIDE (1) 51MP50N L5TA18 STRAP ON EACH EXTERIOR FACE OF POST, q" MIN END LENGTH DROPPED BEAMS PER PLAN REAR lNOOD LANAI TYP. BEAM TO P05T CONN. SCALE: 9/4"= I'-O" p S RO�IT D�T,�IL 2x OR I" 05B DEGKIN6 — (TYP.) SEE DETAIL I ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT SHOWN HERE FASTEN EA. ROOF TRU55 TO GMU W 51MP50N M5TMI6 TN15T STRAP. FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 Y4" LON6 TITEN 5GREW5 PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EACH TRU55, PROVIDE 2x FLAT BLOGKIN6 FIT TI6HT TO ROOF TRUSSES @ EVERY OTHER BAY FASTENED TO GMU wl (3) Y4" DIA. x 3 Y2" LONG TAPGON5. FASTEN BLOCKING TO ROOF TRUSSES w/ (2) 3 Y4"x0.131" NAILS @ EA. END. STAIRS (2)2x8 FLUSH BEAM I- BEYOND O 51MP50N A35 CLIP ® EA. STRINGER (3) SINGLE PLY 2x12 SOUTHERN PINE #2 (OR BETTER) 5TRI N6ER5 (1) 51MP50N A35 ® EA. STRINGER 2x6 P.T. BOTTOM PLATE FASTENED TO CONCRETE w/ (5) %" DIA. x 3Y4" LONG TITEN 2 5GREW5 2x8 LANDING J015T @ 16" O.G. FASTEN EVERY OTHER TRU55 (w/ WEB BLOGKIN6 A5 REQ'D) TO 2x BLOGKIN6 w/ (1) SIMPSON A35 CLIP -� (3)IOd TOENAILS ® EA. J015T SEE DETAIL 31 ON 5TRUGTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT SHOWN HERE PROVIDE SOLID BLOCKING A5 REQ'D FOR STRAP FA5TENIN6 zzx FLOOR TRU55E5 -PER PLAN =#7FASTEN EVERY OTHER TRUSS TO GMU w/ 5IMP50N MT5MI6 TN15T STRAP. FASTEN STRAP TO GNU W (4) Y4' DIA. x 2 Y4" LONG TITEN 5GREW5 2x6 FLAT BLOGKIN6 (BETWEEN TRU55E5 1>0 - 16" MIN. LENGTH) FASTENED DOWN TO VQ GMU W (3) Y4" DIA. x 3 Y2" LON6 TAPGON5 @ EA BAY. FASTEN RIBBONL, THRU WALL 5HT6., TO 2x BLOCKING w/ AE %NO.131" NAILS @ 3" o.c. R�TR01=1T n�T�IL Q SCALE: 3/4"=1'-0" 2x8 LED6ER FASTENED TO GNU w/ (2)Y4" DIA. x 3Y4" LONG TITEN 2 5GREW5 EXTERIOR GMU WALL FLOOR TRUSSES - SEE PLAN FLOOR G.T. 7 - PROVIDE VERTIGAL5 OR 50LID BLOGKIN6 EA. 5TRIN6ER LOCATION (1) SIMPSON A35 CLIP EA. 5TRIN6ER (2)2x8 FLUSH BEAM FULL DEPTH BLOCKING (Va" 05B (MIN), 13/4" LVL OR TRUSS BLOGKIN6 PER MANUF.) ® 48" O.G. FASTENED TO 2x BLOGKIN6 w/ (1) 51MP50N A35 GLIP SEE DETAIL 38 ON 5TRUGTURAL PLANS FOR ADDITIONAL GONNEGTION INFO NOT 5HOWN HERE FLOOR TRUSSES \ -PER PLAN FASTEN BLOGKIN6 TO GMU w/ 51MP50N MT5MI6 TW15T STRAP. FASTEN STRAP TO GMU w/ (4)Y4" DIA. x 2Y4" LONG TITEN 5GREW5 H\\,----2x(g FLAT BLOGKIN6 TO EA. 51DE OF 05B BLOGKING (I6" MIN. LENGTH) FASTENED DOWN TO GNU w/ (3) Y4" DIA. x 3 Y2" LONG TAPGON5. FASTEN LADDER TRU55, TO 2x BLOGKIN6 W 3"x0.131" TOENAILS @ 3" o.c. � MIN 1'-0" 2x OR I" 058 DEGKIN6 (TYP) (3) SINGLE PLY 2x12 SOUTHERN PINE #2 (OR BETTER) 5TRIN6ER5 (1) SIMPSON A35 CLIP EA. 5TRIN6ER 2x4 BLOGKIN6 BETWEEN 5TRlN 5ER5 FASTENED TO BEAM BELOW W (3)I0d NAILS (3)IOd TOENAILS EA. J015T seal: o ea: - OF ' tJ o � ATE y © copyright : MULHER� dtl 2021 StructurFElYI ee n , In ��JJGGII z_ w w =z c CJ M z w o`t- + < J L ZCr_= Qy UJI E cn .o Jz �o Z v o W co op Y c�� p o� y M ih W C N �. C+7 CZ 1 M&K project number: 068-2001 1 project mgr: JSB drawn by: D,J R issue date: 1 2- `j 4-21 REVISIONS: date: initial: 2x8 LEDGER FASTENED TO GMU W (2)Y4" DIA. x 3Y4" LONG TITEN 2 5GREW5 @ �•,�, 16" O.G. • � �+ EXTERIOR a 2x8 LANDING GMU WALL C J015T @ 16" O.G. O LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN THIS HOME 4 SHALL BE IMPLEMENTED IN SPECIFIC, AND ARE ONLY REOU I RED ALL APPLICABLE AREAS. THESE WHERE 5PEG I F I GALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. d 0 (n O J ,J �; UJ W � o z Q x (n UJ < 0 z o> 0 Z J J sheet: SDm3 0 PERMANENT ROOF TRU55 BRAGIN6 NOTES: (SINGLE FAMILY HOME OR TOWNHOUSE GON5TRUGTION, WITH ROOF TRUSSES 5PAGED NO MORE THAN 24" O.G) I. WOOD TRUSSES SHALL BE BRAGED AND EREGTED IN AGGORDANGE WITH THE BUILDIN6 GOMPONENT SAFETY INFORMATION (BG51) "GUIDE TO 6000 PRAGTIGE FOR HANDLIN6, IN5TALLIN6, RE5TRAININ6 $ BRAGIN6 OF METAL PLATE GONNEGTED WOOD TRUSSES," (2008 EDITION). 2. TOP CHORD BRAGIN6: TOP GHORD5 SHALL BE BRAGED BY DIREGT-APPLIED PLYWOOD/055 5HEATHIN6. • IF SHEATHING 15 NOT DIRECTLY APPLIED TO EITHER TOP GHORD OF TRUSS OR TO PURLIN5 FASTENED TOP CHORD, GONTAGT M8K FOR BRAGIN6 DE516N. 3. BOTTOM GHORD BRAGIN6: a. THE BOTTOM GHORD5 SHALL BE BRAGED BY DIRECT -APPLIED G.W.B. GEILIN6 4. WEB MEMBER BRAGIN6: THE TRU55 MANUFAGTURER SHALL INDIGATE THE TRUSS MEMBERS (WEBS, VERTIGAL5) THAT REQUIRE LATERAL BRAGIN6/RE5TRAINT. a. 'T' OR 'L' BRACE: WHERE BRAGIN6 15 REQUIRED AS INDIGATED ON SHOP DRAWING, UTILIZE 'T' OR 'L' BRAGE5 (REFERENGE BG51-53 FI6URE5 B3-IS $ 53-19). SHOP APPLIED REINFORGEMENT PER BG51-B3 F16URE5 133-22 $ BG-23 15 AGGEPTABLE. • 'T' $ V REINFORGIN6 MATERIAL SHALL MATGH THE 51ZE OF THE WEB/VERTIGAL MEMBER. • 'L' $ 'T' REINFORGIN6 TO BE A MINIMUM OF 90% OF THE LEN6TH OF THE WEB/VERTIGAL MEMBER. • FASTEN 'L' OR 'T' REINFORGIN6 TO WEB/VERTIGAL W/ 16d GUN NAILS (0.13lx3 I/2") AT 6" O.G. b. GONTINUOU5 LATERAL BRAGIN6 ALTERNATE: WHEN THREE (3) OR MORE 51MILARLY GONF16URED ROOF TRUSSES AL16N, GONTINUOU5 ROW5 OF LATERAL BRACING MAY BE USED IN LIEU OF THE ABOVE -NOTED V OR 'T' BRAGE5. • GONTINUOU5 ROW5 OF LATERAL BRACING SHALL GON515T OF MINIMUM 2x4, ROW5 SHALL BE LAP 5PLIGED ONE TRU55 BEYOND IN EAGH DIREGTION. SECURE BRACE TO EACH TRU55 GOMPRE55ION WEB w/ (2) 16d GUN NAILS (0.13lx3 1/2"). • GONTINUOU5 LATERAL BRAGIN6 SHALL BE RESTRAINED BY DIAGONAL BRAGING (MIN. 2" THIGK NOMINAL LUMBER t MINIMUM 5PF 'STUD' GRADE MATERIAL). TH15 BRAGIN6 15 TO BE GONTINUOU5. PROVIDE ONE ROW OF DIA60NAL BRAGIN6 AT VERTIGAL WEB MEMBERS OF TRUSSES GL05E5T TO EAGH GABLE END WALL d ADDITIONAL DIA60NAL5 AT 20'-0" A5 REQUIRED. DIA60NAL BRACE NAILED TO OPPOSITE PROVIDE (2)16d NAILS ® SIDE OF WEB AT 20'-0" MAX. (TO PREVENT EAGH MEMBER LATERAL MOVEMENT) DIRECT -APPLIED PLYWOOD/055 ROOF SHEATHING GOMPRE55ION WEB (SLOPING OR VERTIGAL) 10 GONTINUOU5 LATERAL BRAGS ALTERNATE ® (3) OR MORE V K ..................................:::: ADJAGENT 51MILAR TRU55E5 (SEE ...... INDIV. TRU55 SHOP DRAWIN65 FOR LOGATIONS) 2x 5TRONGBAGK MAY BE INSTALLED FOR GON5TRUGTABILITY TO KEEP EVEN 5PAGIN6 AT BOTTOM GHORD (NOT REOV FOR 5TRUGTURE) GONTIN. LATERAL BRAGIN6 TO LAP AGRO55 MIN. (1) DIREGT-APPLIED TRUSS BAY AS 5HOWN 6W5 GEILIN6 5EGTION B-15 ALTERNATE METHOD MRr 0) OR MORE S MLAR IM65M ARE 6ROUPW WEB MEMBER REQUIRING B BRAGIN6 AS INDIGATED BY TRU55 MANUFAGTURER 2x STRON66AGK 2x 5TRON6BAGK5 MAY BE (NOT REQ'D FOR INSTALLED FOR GON5TRUGTABILITY STRUCTURE) TO KEEP EVEN 5PAGIN6 AT BOTTOM GHORD (NOT REQ'D FOR 5TRUGTURE) DIREGT-APPLIED PLYWD/05B B DIREGT-APPLIED 'L' OR 'T' BRAGIN6 616113 GEILIN6 WEB5 DE516NATED BY TRU55 MANUF. TYPICAL TRU55 ELEVATION PERMANENT TRU55 BRAG I NG DETA I L5 4 NOTE5 5GALE: NONE DIRECT APPLIED GEILIN6 �n)3e 3r 3r 2n 3e GOMPONENT � GLADD NCB PRE55URE ZONES Gomponent5 � GLadding Wind Pre55ure5 UP TO 140 MPH Wind Zone Exp. B, Ri5k Gat. II Endo5ed, 0.18 Int. Pre55ure Goeff. MEAN ROOF ZONE PRE55URE50 ZONE PRE55URE50 HT: 25 FT. (P5F) (P5F) ROOF (HIP) O +14A -26.6 2r +14A -36.8 20" TO 210 2e +14A -36.8 0 +14A -36.8 OI +14A -28.3 2r +14A -45.1 ROOF 2e +14A -28.3 3e +14A -45.1 (GABLE) 20° TO 210 2n +14.9 -45.1 O' +14.G -53.6 O +21.2 -22.9 WALLS O +21.2 -28.3 �NOTE:Pre55ure5 charted here are allowable pre55ure5 and are permitted to be converted per ASGE 1-16 section 2.4.1 to get an equivalent ultimate load Pre55ure. Divide allowable pre55ure5 by a factor of 0.6 to obtain ultimate pre55ure5. Values are based on worst co5e 5cenario of 10 p5f (eff. area). Refer to note5 on 5-0.0 for roof/wall nailing requirement5. seal: "i�� Np 17 4 !{c cc OF to h�•�•�Q copyright : MULF��f�h! &4 W. 4 ° 0 Structural Engineering, c. CD w W Z p c.D rn Z w 0- .a Z=:) Q CC I- C� -.I- Si CM CC 6 cu W =T a Q• J Z M 1= W y 00 © C y M W o [v = M CL 19F M&K project number: 068-2001 1 project mgr: J S B drawn by: DJ R issue date: `j 2-14-21 REVISIONS: date: initial: �1 CIO Cz o r, O d A O U. Ld UQ W � z 0 [) a 2 a J W UJ u�i OJ z 0 a LOU) > J J LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME $ SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REWIRED ALL APPLICABLE AREAS. THESE WHERE ' 5PEG I E I GALLY INDIGATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. PBSBw I ■ 5'TJ