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HomeMy WebLinkAbout36808 Precita TerQ a AB ANCHOR BOLT " A.F.F. ABOVE FINISH FLOOR ADJ. ADJUSTABLE ALUM. ALUMINUM ANCH ANCHOR 4 ANGLE @ AT BD. BOARD BF BI-FOLD BLDG. BUILDING BM. BEAM BLKG BLOCKING B.O. BOTTOM OF B.P. BI-PASS DOOR BRG. BEARING BRK. BRICK C.J. CONTROL JOINT q CENTER LINE CMU CONCRETE MASONRY UNIT COL. COLUMN CONC. CONCRETE COND. CONDITION CONT. CONTINUOUS CANT. CANTILEVER CLG. CEILING CM CROWN MOLDING CR CHAIR RAIL D DRYER d PENNY DBL. DOUBLE DIA. DIAMETER DIR. DIRECTION DN DOWN DR DOOR DW DISH WASHER DWG DRAWING D.S. DOWNSPOUT DTL DETAIL EA. EACH E.J. EXPANSION JOINT ELEC. ELECTRICAL ELEV ELEVATION EQ. EQUAL EQUIP. EQUIPMENT EXP EXPANSION EXT. EXTERIOR EE EACH END FD FLOOR DRAIN FIN. FINISHED FLOOR FND. FOUNDATION FLR. FLOOR FP FIREPLACE FR FIRE RATED FXD FIXED FRM FRAME FTG FOOTING GA. GAUGE GALV. GALVANIZED GC GENERAL CONTRACTOR GEN GENERAL GYP. GYPSUM GL GLUE LAM GLS GLASS H HIGH HC HOLLOW CORE HGT. HEIGHT HDR. HEADER HB HOSE BIBB HORIZ. HORIZONTAL INSUL. INSULATION INT. INTERIOR LAV. LAVATORY LT LAUNDRY TUB IATIONS MAS MASONRY MAT MATERIAL MAX MAXIMUM MC MEDICINE CABINET MECH MECHANICAL MIN MINIMUM MIR MIRROR ML MICRO LAM M.O. MASONRY OPENING MTL METAL N.I.C. NOT IN CONTRACT (NTS) NOT TO SCALE OBS OBSCURED O.C. ON CENTER OHGD OVERHEAD GARAGE DOOR OPER OPERATOR OPNG OPENING OPT OPTIONAL OSB ORIENTED STRAND BOARD OZ OUNCE 1/R ONE ROD 1/S ONE SHELF PC PRECAST PDS PULL -DOWN STAIR PKT POCKET DOOR PNL PANEL PLYWD PLYWOOD PREFAB PREFABRICATED PR PAIR PROJ PROJECTED PSI POUNDS PER SQUARE INCH PSF POUNDS PRE SQUARE FOOT P.T. PRESSURE TREATED QUAD QUADRUPLE REF REFRIGERATOR REINF REINFORCED REQ'D REQUIRED FING RANGE R.O. ROUGH OPENING R RISER FIND ROUND R&S ROD AND SHELF SC SOLID CORE SCHEM SCHEMATIC SHLF SHELF SHT SHEET SHWR SHOWER SIM SIMILAR SH SINGLE HUNG S.S. STAINLESS STEEL STL STEEL STRUCT STRUCTURAL SUSP SUSPENSION SGD SLIDING GLASS DOOR SQ SQUARE T TREAD TB TOWEL BAR T&G TONGUE AND GROOVE TEMP TEMPERED T.O. TOP OF TR TOWEL ROD TRPL TRIPLE TYP TYPICAL U.N.O. UNLESS NOTED OTHERWISE VERT VERTICAL V.L.I.F. VERIFY LOCATION IN FIELD W WASHER W/ WITH WC WATER CLOSET WD WOOD WWM WELD WIRE MESH WDW WINDOW i vn (9 n ](9n ff Gompanjes 90 MATAWAN ROAD MATAWAN, NJ 07747 (732) 383-2200 TM ALMERA ASPIRE - ESP ELEVATION "C" 36808 PRECITA TERRACE 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 032 AREA TABULATION. ELEVATION 1 ST FLR A/C TOTAL A/C ENTRY GARAGE LANAI TOTAL U R ficif 2127 SQ. FT. 2127 SQ. FT. 53 SQ. FT. 473 SQ. FT. 137 SQ. FT. 2790 SQ. FT. ,0\ /1� 0 U �j v 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 C� i COVERSHEET & BUILDING DATA CS2 GENERAL NOTES A1.1 FIRST FLOOR PLAN A2.1 FRONT & REAR ELEVATIONS A2.2 SIDE ELEVATIONS A3.1 ROOF PLAN A5.1 BUILDING SECTIONS A5.2 TYPICAL WALL SECTIONS WP1 WATERPROOFING DETAILS ALL WORK SHALL COMPLYW E1.1 FIRST FLOOR ELECTRICAL PLAN CODES FLtELEC RUI_.t�l?�G NATIONAL ELECTRIC 0l1')I*, P1.1 SLAB PENETRATION PLAN AND THE S-0.0 STRUCTURAL NOTES ORDINANCES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 1 2022 CI�1t� S-1.3 ROOF FRAMING PLAN FZEv1E� SD-1 FOUNDATION DETAILS CITY E MINERNER SD-2 STRUCTURAL DETAILS PBSB-1 STRUCTURAL DETAILS 11 .a w o°� >� <0 w�C) c�Uww Q�wF' _ > _j �trcr-cc Y O 1­— Z w00c� zzZ~z i Q J w _jcf)pOU =ZLLC/) Qzo �� QQ O �� zd' ao JAILIN� I- O 0 © Gu o w v w cl 0 L9 cn z C\l�••� o wA 0 O U (a (L O I=- 0. U U) w � z� O w d r �Z ❑ aaaaa AN 19 2022 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6120 RELEASED:1/20/202 SHEET cs I 1FF----T- r 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 OPENINGS AND PENETRATIONS THROUGH THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM CEILINGSSEPARATINGT 1. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE FEET, OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 11/2 FLASHINGS SHALL BE USED TO SEAL ROOFING SYSTEMS, WHERE THE SYSTEM IS INTERRUPTED OR TERMINATED AND SHALL BE INSTALLED IN A MANNER THAT PREVENTS MOISTURE FROM ENTERING THE WALL THE GARAGE SHALL BE IN ACCORDANCE WITH SECTIONS R302..1 THROUGH R30.3. 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 8.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. GLAZINGSPASWHIRLPOOLS GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, , , 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 1 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. 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 TO 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 - ENTERED IN THE FIELD OF FASTENERS R WITH ONE ROW C TO A NAILABLE DECK WITH CORROSION RESISTANT F S E S 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 P FOPEN-SIDED WALKIN SURFACES,IN LUDING GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS O G C 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 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 BE IN FACILITATE 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 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 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. SECTIONS R302.10.1 THROUGH R302.10.5. 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. BETWEEN SIDE LAPS, AND ONE ROW AT THE END AND SIDE LAPS FASTENED 6 INCHES (152 MM) O.C. 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 COMBUSTIBLE CONSTRUCTION, 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 FROM 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 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 WINDOWSILLS 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 SYSTIEMS: 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. OPERABLE WINDOWS WITH OPENINGS THAT WILL NOT ALLOW A 4-INCH-DIAMETER (102 MM) SPHERE LESS THAN 6 INCHES (152 MM) SHALL BE PLACED BETWEEN THE CONCRETE FLOOR SLAB AND THE BASE CRAWL SPACE. 6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING TO PASS THROUGH THE OPENING WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. COURSE OR THE PREPARED SUBGRADE WHERE NO BASE COURSE EXISTS. M1502.4.5 DRYER DUCT 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 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. DRIVEWAYS, WALKS, PATIOS AND OTHER FLATWORK NOT LIKELY TO BE ENCLOSED AN D HEATED AT ARE USED, THE MAXIMUM TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. WHERE FITTINGS E 1. TWO-INCH (51 MM) NOMINAL LUMBER. '' A LATER DATE. LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN ACCORDANCE WITH TABLE M1502.4.51. 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 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS. PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. THE CLEAR WIDTH OF WALL COVERING: M1502.4.5.2 MANUFACTURER'S INSTRUCTIONS 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) 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 ATTENTION GENERAL CONTRACTOR / BUILDER: AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET (92.9 M2). DRAFTSTOPPING RUNNERS. WINDOW INSTALLATION ISSUANCE OF PLANS FROM THE ARCHITECT SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS R311.7.5.1 RISERS WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL 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 OF 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 SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR MAKE THE REQUESTED INSPECTIONS AND SHALL EITHER INDICATE THE PORTION OF THE CONSTRUCTION OTHERWISE APPROVED BY THE BUILDING OFFICIAL. THE INTEGRITY OF THE DRAFTSTOPS SHALL BE THE TREAD DEPTH SHALL BE NOT LESS THAN 10 INCHES (254 MM). THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A THAT IS SATISFACTORY AS COMPLETED, OR NOTIFY THE PERMIT HOLDER OR HIS OR HER AGENT WHEREIN THE SAME FAILS TO COMPLY WITH THIS CODE. ANY PORTIONS THAT DO NOT COMPLY SHALL BE CORRECTED MAINTAINED. ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. THE GREATEST TREAD SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS 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 R308.4.1 GLAZING IN DOORS R311.7.5.3 NOSINGS 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 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 FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. 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 r R308.4.2 GLAZING ADJACENT TO DOORS. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TO INCHES (279 MM). APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS FLOOD ZONE REQUIREMENTS: 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 PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. 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 FOUNDATIONSS 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 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. STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. Ir W >_=Ir �z0=. O F- O W W Z >oCa0 W F- cn U W W QZ)W _ � > J ,bz0Ocn W J Q 2 J W d = E 2 �000OU Z2zLLU) H Q Z a' O rNi Q �a Q 0 O cid O 1-0 w� u wA O I U w U) z cm x P." o wA O� O U ED w Z O_ lz U) W U Z oL... w 9 U) aaa L1tommuNITY: 102 ` 2 2 LINKS AT CALUSA SPRINGS PLAN # 6120 RELEASED:1I201202 SHEET CS2 0 36"x60" ACRYLIC SHWR PAN 3-SIDED ACRYLIC SURROUND A5.1 0 O O r- ol 40'-01' ol 21'-4" 18'-8" 5'-411 16v-011 8'-10" if v 8'-10'' , 0 lo "35 SH (53"x63" EGRESS) STUCCO WRAPPED FIRST FLOOR PLAN SCALE: 1 /4"=1'-0" LEGEND SYMBOLS A BUILDING/WALL SECTION sKf MARKER OINTERIOR ELEVATION MARKER EMERGENCY ESCAPE & RESCUE UP ELEVATION STEP BRKX FLOORING BREAK WALL TYPES 2x WOOD/STEEL FRAMED PARTITION INTERIOR PARTITION w/ ® INSULATION CMU WALL CMU WALL w/ FURRING & INSULATION NOTE: INTERIOR WALLS ARE DRAWN TYPICAL DOOR PLACEMENT DIAGRAMS ODOORS LOCATED WITHIN A LENGTH OF WALL ARE TO BE CENTERED UNLESS DIMENSIONED OR NOTED OTHERWISE. DOORS LOCATED ADJACENT TO WALL INTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL SOLID SURFACE BRACKET SPACED FOR COUNTERTOP RVERHANGS GREATER THAN 10" 1'-z°MAX TOP PLATE 2x4 STUD WALL SEE PLANS FOR WALL LAYOUT 1/2" GYP. [BASE CABINET AS ; BD. PER SHOP DWG N WD.BASE MOLDING FINISH FLOOR FINISH F OORI r—SUBFLOOR NOTE: TYP. WINDOW HEAD HGT. AT 7'-4" U.N.O. ®�o p�Pw WZOM wwZO > oC Q 0 ir cnUww a=_WF' _ i J tY IY �10E-Z LL O O U) zzz~z oc i Q 2 J LL I o _ cc tZ iU) 0U Z) = z LL (A �F-QZp zz� Qn O Zd� ¢ rz F— O Q z 0 0 4* (L j� V 0 0 o a) cq �. l U) 0 0� �M I w �i r�..l (L O I= a o� U w n (n z od �o wz aaaaa N .JAN 19 2022 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6120 RELEASED:1/20/202 SHEET Al.l z :n z C J z L r C r z z r D r D z 2 z 0 D D D r L L r n c 0 11 1 1-2" 2" N 00 O T CV 1'-611 FOAM LOUVER 3 DETAIL - SCALE: 3/4"=1'-0" GARAGE DOOR 2 DETAIL SCALE: 3/4"=1'-0" WINDOW TRIM (DDETAIL =;(CALE: 3/4"=1'-0" 4" WIDE STUCCO BAND (+1) 6" FASCIA (TYP.) 4" WIDE STUCCO BAND (+1) 1'-0' 12 5 REAR ELEVATION SCALE: 1/4"=1'-0" FRONT ELEVATION SCALE: 1 /4"=1'-0" ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) 12 5 FIN. 1ST FLOOR _ BLDG. HEIGHT 5:12 12 4" WIDE STUCCO 5 BAND (+1) ROOF SHINGLES PER COMMUNITY SPECS. (3L (TYP.) T.O. MASONRY 4" WIDE STUCCO ( ---- BAND (+1) 6" FASCIA (TYP.) c� � N EJ T.O. MASONRY AL ---- T.O. WINDOW `- -- -------- co d co PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH SAND TRIM COLOR FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C 1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) W �-_1 �o° � >c <0 W �0E- (n 0 III QZ)WF- _ F- 5;J IL CD W W Z) r�� Y01—z 'dw00C/) z z z F w � J Q 2 J wa=crd- �CQpOU Z:)2zLi- cn �F-¢zo n ON Q O 0 �Q Q O 0 o w(j) � Z O A "NEW o �w Ow O � w O IL U) w 0 z z Od rno 'mz �QQQQ IT AN 19 222 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6120 RELEASED:1/20/202 SHEET A2.1 0 z z Q z T z ii ji z Q x z J rn w z z r z ji 2 0 z 2 z 0 z Q 2 r i :n A z A ]C J 7) n x i K z z z M o 4" WIDE STUCCO BAND (+1) 4" WIDE STUCCO BAND (+1) a 9vi T� 9" 5:12 RIGHT ELEVATION SCALE: 1 /4"=1'-0" 12 5 LEFT ELEVATION SCALE: 1/4"=1'-0" ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) "25 SH. *25 SH 35 SH ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) 5:12 0 12 5 91f I I I I I I PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME EXTURE / FINISH KEY BODY COLOR E rFN TRIM COLOR NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. 1'-0" TYP. FIN. FIRST FLOOR 4" WIDE STUCCO BAND (+1) 4" WIDE STUCCO BAND (+1) 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) IY W LLJ ?" 0 > oC Q O W Z)pF— UWW cn Q W H 2 J cc Y 0 I- Z �ILL 00C/) ZLu cc QZZ~'Z_ J Q J W CL = -icnpOU Z=zLL w �I-Qzp cz �C H 0 H 0 U) z 0 ~ r� V 0 w o w � w o A cn w a O_ rL It U) W cn Z O 4 in- o aaaaa �Z JA m} COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6120 RELEASED:1/20/202 SHEET A2*2 0 KUUI- rLAIN SCALE: 1 /4"=1'-O" .4 ROOF ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 2790 SQ. FT. 1339 SQ. IN, UPPER VENT 40% NET VENT MIN. 536 SQ. IN. UPPER VENT 50% NET VENT MAX. 670 SQ. IN. UPPER VENTS REQUIRED 48" TAMCO OFF -RIDGE VENT (138 SI NET FREE) 4 VENTS NET FREE AREA UPPER ROOF VENTING 552 SQ. IN. NET FREE AREA SOFFIT VENTING 787 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SQ. IN. / LF. 120 LF. NOTE: LOCATE RIDGE VENTS 2'-0" OFF ALL HIPS RIDGES OR VALLEYS, MIN., TYP. R806.2:THE MINIMUM NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. UNDERLAYMENT APPLICATIONS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905, FOR ASPHALT SHINGLES REFERENCE TO SECTION`2905.2 FOR TILE ROOFING REFERENCE TO SECTION R905.3 �. C F ° ®e Ir W 0 } IY Q 0 W :D cl UWW cn Q Z) W H _ Q > fY It uO O O U) Z z Z ~ W!Sw<z Wp^=wa- = Z � �I-Qzf� co (�1 n N cr-n O Ia- O r� V O C c O ® O 0 w IL 0 U w 0 to Z o1- H vio �iZ Qagaa JAN 19 22 COMMUNITY; LINKS AT CALUSA SPRINGS PLAN # 6120 RELEASED:1/20/202 SHEET A3,1 Q 0 M. BUILDING SECTION 2 A5.1 INSULATION PER ENERGY CALCS. rj TT..O.MASONRY T.O. wlNDow BEDROOM 2 1'-0" \ � � KITCHEN DINING AREA FIN. FLR. s. m FOOTING PER FOUNDATION PLAN i.MASONRY ). WINDOW 00 d 00 IN. FLR. F` t r ° ® PJ O l it W } 2 (r POOH >aC¢O (nUWW <C Z) W F- _ it - J Y0E-z u..00w z z z F- Z w J Q g J W a = � U) 0 = z u_ cn �I-Qz� cz•co .--4 �a Q� Z a Vl z 0 0 p 0 0.0 U U w O U) CAI Z o OMEMO w 2 a O_ U W 0 U) oa W r wlZZ �aaQa JAN 19 222 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6120 RELEASED;1f20I202 SHEET A5. I z a SEE SOFFIT AT RAKE (BEYOND) ROOF PLAN 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 �SL�:7�2X LEDGER BOARD u N �Y(REFER TO ELEV.) INSULATION AS I 2X ALUM WRAPPED FASCIA PER SPECS. ----- BD. w/ALUM DRIP EDGE PRE-ENGINEERED SOFFIT INSTALLED PER GABLE END ROOF MANUF. SPECS TRUSS - REFER TO 2X PT BLOCKING STRUCTURALS HURRICANE STRAP - REFER TO STRUCTURALS 1/2" (MIN.) CLG. BD. MASONRY LINTEL - REFER TO - U STRUCTURALS TYP. HIPPED 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 t2 R905.1.1.1 (SEE SHEET CS2) SEE ROOF PRE-ENGINEERED ROOF PLAN TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO �nnnon, STRUCTURAL. TOP OF C.M.U. (REFER TO ELEV.) INSULATION PER 2x6 ALUM WRAPPED FASCIA COMMUNITY SPEC. BD. w/ALUM DRIP EDGE SEE ENERGY CALCS. _EE 1/2" (MIN.) CLG. BD. SOFFIT INSTALLED PER 1x PT DRAPE BLKG MANUF. SPECS ABOVE WINDOWS 1/2" 2X PT BLOCKING G.W.B. SEE STRUCTURAL WINDOW PER PLAN PLAN GYP.BD. WINDOW SILL 1/2" GYP. BD. OVER RADIANT PRECAST WIN. SILL BARRIER INSULATION (R-4.1) ATTACHED TO 1x2 PT. FURRING Qa 24" O.C. SLOPE GRADE AWAY BASE BOARD FROM HOUSE 0'-0" FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. 1-STORY WALL P WINDOW SCALE: 1/2" = V-0" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS PROVIDE 2X4— FRAMED ENCLOSURE FOR ELECTRICAL PANEL, FINISH W/ "'GYPSUM BOARD ELECTRIC METER LOCATION - SEE PLANS. VERIFY INSTALLATION IN FIELD STUCCO------. FINISH EXTERIOR CMU BLOCK WALL NOTE: ELECTRICAL PANEL IS TO BE INSTALLED ACCORDING TO ALL APPLICABLE LOCAL, STATE AND NATIONAL CODES. VERIFY PANEL DIMENSIONS PRIOR TO CONSTRUCTION. GYPSUM - GYPSUM BOARD BOARD z "' GYPSUA Ir w GARAGE a BOARD NICHE FOI ELECTRIC PANEL & WIRING cV M -ELECTRICAL PANEL ELECTRIC PANEL N EXTERIOR C° co CMU BLO( WALL N CONCRET CONCRETE CURB REFER CURB REF TO PLANS TO PLANS CONCRETE SLAB wow000 GRADEOAT ..� GRADE GARAGE FLOOR ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER 12 R905.1.1.1 (SEE SHEET CS2) SEE ROOF PRE-ENGINEERED ROOF PLAN TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. OL TOP OF C.M.U. I I (REFER TO ELEV.) 2x6 ALUM WRAPPED FASCIA j EE BD. WALUM DRIP EDGE E V. 1/2" (MIN.) ---- CLG. BD. SOFFIT INSTALLED PER e' TYPE'X' GYP. BD. MANUF. SPECS TO BE PROVIDED WHEN LIVING SPACE 2X PT BLOCKING IS ABOVE GARAGE) SEE STRUCTURAL PLAN 8" CMU BLOCK W/ CEMENTITIOUS FINISH (BEYOND) EXPANSION JOINT GARAGE SLAB, DRIVEWAY PER COMMUNITY SEE STRUCTURAL 4 SPECS PLANSSLOPE SLOPE FIN. FL. 23 ® - —FOUNDATION co c PER STRUCTURAL DRAWINGS WALL SECTION P GARAGE DOOR SCALE: 1/2" = 1'-O" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS T.O. M I I I I I I I I I I I I I I L------ J z Q Cc w I I I I I I I I I I I I I I I I I I I I I I I I I cV Zh co cV i %L _1E ----- ER -Ill ir 7�T ELECTRICAL PANEL NICHE AT CMU BLOCK WALL SCALE: 1/2" = 1'-O" NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION IIY w } 2 �:OOF- woCQO p Ir (nUwW W Q = H cr cc ,6z0OW Z C J Q < W (L cr = z u- C/) ri N O � Q H 0 0 o U z 0 0-1 O MGM ® u mm"w 1 Or r� w �i O i~ IL o; U) w U O w F_ 9 in OwCZ aaaaa JAN 19 2022 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6120 RELEASED:1/20/202 SHEET AS•2 z L z D j z JJ D z z Q z z D6 4 z I i a a z T a "L FLASHING SCALE: N.T.S. 0 MIN. GRADE D PAPER BACKED ATH OVER BARRICADE PLUS WRB DR APPROVED EQUAL) " THICK, 3 COAT CEMENT PLASTER I ETAL LATH AP WRB & TAPE OVER ROOF/WALL 'CREED X5 "L" TYPE CONTINUOUS GALV. IETAL FLASHING (NAIL TO ROOF ►ECK, NOT WALL SHEATHING) INDERLAYMENT PER CODE ;AP SHINGLE - DO NOT NAIL, 4STALL WITH ROOF CEMENT IOOF CEMENT ;HINGLE ROOFING NOTE: FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400 AS PER R703.4.1.4 (2020 FBC-RESIDENTIAL, 7TH EDITION) — 4) INSTALL WINDOW i 2) SET P.T. WOOD BUCK ;mil f f OR DOOR. FASTEN PER OVER CMU , PRODUCT APPROVALS ' WATERPROOFING IN AND SEAL WINDOW OR ;, URETHANE SEALANT. DOOR FRAME TO P.T. FASTEN PER PRODUCT WOOD BUCK AND %!j ' APPROVALS. ' MASONRY %r:; '.;:' 3) APPLY LIQUID WATERPROOFING MEMBRANE OVER THE TOP SEAL EDGE OF P.T. WOOD AND EXTERIOR FACE OF BUCK TO MASONRY BUCK AND SILL CMU OPENING WATERPROOFING SCALE: N.T.S. 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 8" THICK, 3 COAT CEMENT PLASTER STEP 1 STEP 2 60 MIN. GRADE D PAPER BACKED LATH O BARRICADE PLUS WRB (OR APPROVED EQUAL) FOLD — WRAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP FOLD @ 45° z WRB APPROX. 1-1/2" ABOVE SHINGLES ,.;.:ILLIz ROOF/WALL SCREED B O — 5X5 WALL FLASHING cr co KICK -OUT FLASHING (SEE DTL BELOW) FOLD INWARD @ PT. A FOLD INWARD @ PT. A —49 T a CREASE @ PT. B FELT UNDERLAYMENT AS REQ'D BY CODE STEP 3 STEP 4 �q� 7JG Z ul SHINGLE ROOFING WATERTIGHT SEAL. FOLD. DO NOT CUT. s FASCIA WRAP 3 r°°° B C FOLD @ 77° B C DRIP EDGE: OVERLAP 3, EXTEND BOTTOM FLANGE O O O O BELOW SHEATHING, MECH. FASTEN FOLD INWARD @ PT A FOLD INWARD PT A 4 O.C. MAX. @ CREASE @ PT. B CREASE @ PT. B CREASE @ PT. C CREASE @ PT. C FOLD PT. C OVER PT. B TILL PT. C TOUCHES BOTTOM FLANGE KICKOUT DETAIL SCALE: N.T.S. !r GJ �- _ CC: LUz0� w W 0 >cc¢O w::)clI- w I- w p a�I 2 � > J 5ircrIr Y p I- z �LL00U) zzz�z LL.JQ-� w(L=tea _3U❑OU ❑=zu-w <z a QrZ 3 ® V 0 u O O ON" o w wIL w 0 a w W cn o� co z daaaa AN 19 2022 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6120 RELEASED:1/20/202 SHEET GYP I Q a i 2" PVC CONDUIT 2-2/0 COPPER 1 -1/0 COPPER O OR 2-4/0 ALUMINUM 150 AMP 42 METER 1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT #4 COPPER OR ALUM. BREAKER PVC 1/2" PVC CONCRETE ENCASED GROUNDED ELECTRODE T�1 I i ELECTRICAL RISER DIAGRAM NOT TO SCALE ELECTRICAL METER (V.I.F.) A/C DISCONNECT �/ GFWVP FIRST FLOOR ELECTRICAL PLAN SCALE: 1 /4"=1'-O" OUTLET FOR U/C REF. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET 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 - WALL MOUNTED INCANDESCENT LIGHT FIXTURE ol VAPOR PROOF LIGHT FIXTURE *C LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE f) EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ® CHIMES (OPTIONAL) El PUSHBUTTON SWITCH (OPTIONAL) ® COMBINATION SMOKE / CO2 DETECTOR ® SMOKE DETECTOR ►� TELEPHONE (OPTIONAL) iv TELEVISION (OPTIONAL) ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH Q JUNCTION BOX �- STANDARD ELECTRICAL LINE NOTES: 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AND ARC FAULT CIRCUIT INTERRUPTERS (AFCI) PER 2017 NEC 210.12 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR: SWITCHES ........... 42" OUTLETS.............14" ABOVE COUNTER OUTLETS ...... 46" TELEPHONE ......... 14" TELEVISION .......... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. OUTLET AND LIGHTING RECEPTACLES FOR ALL DWELLING ROOMS, WITH THE EXCEPTION OF KITCHENS, BATHROOMS, AND GARAGES, SHALL REQUIRE AFCI PROTECTION. 5. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH 2O17 NFPA 70, FLORIDA RESIDENTIAL CODE 2020, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 6. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. 7. CIRCUIT NUMBERS ARE FOR REFERENCE ONLY. 8. 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 T W ui O O 1— >oC¢O LU C, F- Cc �UW0 cw < UJ D- U)W W 5 r cc cc : Ye —Z ,Z LL O U) _O Z Z Z ~ Z Q i J W IL _ �U❑OU = Z LL W �F-QZ� too- n 0 c 1¢- 0 Z 0 a U Q u O w w w 2 CL O_ r lx w 0 �w Z O I. in O wZ a<1 L< COMMUNITY; LINKS AT CALUSA SPRINGS PLAN # 6120 RELEASED:1/20/202 SHEET E�.'� 91 I ; I -1c\ LO zo c\l SLAB PENETRATION PUN SCALE: 1/4"=I'-0" F- W z 0 m 0 >- F- w Z 0 cr < 0 W Z) C) F- F- 0 U) C) Z--w w w F- > -J w W D cc fr Y 0 1-- z ,6 LL 0 0 C/) w z z z iz z U) W CL =(r (L X -i cl)❑0 Z) = Z LL C/) O RO ro � o F- z w (1) z 0 z w F- D t MASONRY LINTEL A55EMBL I E5 5EE 5GHEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO WSJ i� MIN. (1)GOURSE/BOND i L4J�-MIN. (1) GOURSE/BOND i , BEAM ABOVE LINTEL i i BEAM ABOVE LINTEL GROUT 6ROUT BOTTOM REINF. PRECAST LINTEL w/ I a. I PREGA5T LINTEL. w/ EMBEDDED REINF. 2i�t EMBEDDED REINF. MB-I MB-2 TOP COURSE, IF i It +� TOP COURSE, IF LQJ i (n I L4J I 1 i REQTJ PER ARCH. REQ'D PER ARCH. TOP REINF. OR CONT. GONT. BOND BEAM BOND BEAM REINF. REINF. A5 REOD f 6Rour GROUT BOTTOM REINF. BOTTOM REINF. __,a PRECAST LINTEL w/ I ! I PREGA5T LINTEL w/ EMBEDDED REINF. EMBEDDED REINF. M13-3 rq MB-4 MASONRY LINTEL PETA I L5 REINFORCEMENT MARK DE516NATION TOP BOTTOM 5HEAR REINFORCEMENT M13-1 SF8-OB/OT ----- ----- MB-2 8F8-IB/OT ----- (1) #5 M13-3 81=I6-I13/IT (1) #5 (1) #5 MB-4 8RFI4-16 ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PRECAST GO., AND LOTT'S CONCRETE. NOTES: I. ALL LINTELS W 5PAN5 6REATER THAN 14'-O" SHALL BE PRESTRESSED. 2. SHORE FILLED LINTEL5 AS REQURIED. 3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRESTRESSED LINTEL5. 5. ALL REINFORCEMENT SHALL BE GRADE 60, f y=60 k51 6. ALL LINTELS SPECIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. I. ALL LINTELS ARE TO BE LOCATED DIREGTLY ABOVE THE OPENING BELOW SHEET LIST INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.5 ROOF FRAMING PLAN 5D-I FOUNDATION DETAILS 5D-2 STRUCTURAL DETAILS PB5B-I 15TRUGTURAL DETAILS GENERAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BASED ON 7th EDITION (2020) FLORIDA BUILDING CODE. • FOOTING DESIGN - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE SOIL BEARING CAPACITY OF 1,500 P5F. • ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT W/ CONCRETE OR MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALL5 TO SLAB WITH Y4" DIA. x 23/4" LONG TAPGON5 0 52" o.G. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORRO51ON-RE515TANGE COMPATIBILITY OF HARDWARE � FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER 4 HARDWARE 5UPPL I ER5 TO GOORD. • CONCRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAYS, U.N.O.: f'c 2,500 p5i:....... FOOTIN65 2,500 p5i:....... 5LAB5 ON 6RADE (INTERIOR $ EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FIN15H 6RADE. • FOOTIN65 AND 5LAB5 ON GRADE SHALL BEAR ON GLEAN, FIRM VIR61N 501L OR GLEAN FILL COMPACTED TO A q5% PROGTOR VALUE • MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT D15GONTIN0005 END OF REINF. • GROUT SHALL BE A5TM G416 F'G=3000 P51 w/ MAX 3/8" AGGREGATE • CONCRETE MA50NRY UNITS SHALL BE A5TM GqO WITH A MINIMUM COMPRE551VE STRENGTH OF Ig00 P51 (F'M = 1500 P50. ALL MORTAR SHALL BE A5TM C210, TYPE 5. GMU DESIGN BASED ON AGI 530/530.1 • REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL El BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTING DOWEL. • GROUT SOLID ALL REINFORCED GMU GELL5 AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" GONT. FULL LEN6TH OF WALL w/ (1) #5 BAR GONT. (TYP. @ EXT. PERIMETER) • PROVIDE (1) #5 BAR 6ROUTED 50LID ON EACH 51DE OF ALL MASONRY OPENINC75 AND AT ALL WALL CORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MASONRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 6-0" O.G. IN EXTERIOR HALLS. (AS SHOWN ON PLANS) • ROUGH OPENIN65 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF 5LAB EDGES, AND OTHER LOCATIONS WHERE SLAB CRACKS 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) • JOINT5 SHALL BE LOCATED ® 12-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE AS CL05E TO SQUARES A5 P0551BLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION 5FEC I � I GATI ONS (TYP. U.N.O.) DESCRIPTION OF 131-06. ELEMENT 3"0.131" NAILS 3"xO.120" NAILS JOIST TO SOLE PLATE (5) TOENAILS (5) TOENAILS* 50LE PLATE TO JOI5TBLK'6. (3) NAILS ® 4" o.c. (3) NAILS ® 4" o.G. STUD TO 50LE PLATE (2) TOENAILS (3) TOENAILS* TOP OR SOLE PLATE TO 5TUD 2 NAILS (5) NAILS RIM TO TOP PLATE TOENAILS @ 8" o.G. TOENAILS® 6" o.c.* BLK'6. BTWN. JOISTS TO TOP PL. (5) TOENAILS (3) TOENAILS* DOUBLE STUD NAILS 0 24" o.c. NAILS ® 16" o.c. DOUBLE TOP PLATE NAILS 0 24" o.G. NAILS 0 16" o.c. DOUBLE TOP PLATE LAP SPLICE q NAILS IN LAPPED AREA (II) NAILS IN LAPPED AREA TOP PLATE LAP @ CORNERS 8 INTERSECTING HALLS (2) NAILS (2) NAILS 2J/2"0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"x0.120", SAME SPACING OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE ARE SHOWN) THIS MODEL HAS BEEN DES16NED IN ACCORDANCE WITH THE 7th EDITION (2020) FLORIDA BU I LD I N6 GODE (SEGTI ON 160q) LATERAL DE516N REQUIREMENTS FOR THE FOLLOWIN6 WIND SPEED � EXP05URE ONLY: 140 MPH - EXP. B WIND IMPORTANGE FAGTOR = 1.0 NTERNAL PRESSURE GOEFF I G I ENT = ENGL05ED, +/- 0.15 ANY WIND 5PEED/EXP05URE NOT LISTED HERE REQUIRES FORMAL EVALUATION � APPROVAL FROM M+K STRUCTURAL EN61 NEERI N6. EXTERIOR $ SHEAR WALL SHEATH I NG SPEC I r-I GATI ON5 = INDICATES LOCATION AND EXTENT OF 5HEARWALL WHICH REQUIRES SHEATHING AND/ OR FA5TENIN6 SPECIFICATIONS BEYOND THAT OF 5TNDRD CONSTRUCTION SYMBOL SHEAR PANEL SPEG. 15/32" PLYWOOD OR 05B FASTENED W/ PI 2J2"x0.131" NAILS @ 6" O.G. ALONG PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. 15/52" PLYWOOD OR O5B FASTENED W/ P3 2J/2"xO.131" NAILS @ 3" o.G. ALON6 PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. STANDARD EXTERIOR WALL SHEATHING REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALL5 w/ 15/32" PLYWOOD OR 05B FASTENED w/ 2Y2"x0.131" NAILS @ 6" O.G. AT ALL PANEL EDGES AND @ 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL EDGES SHALL OCCUR OVER FRAMING OR 2X BLOCKING SHALL BE PROVIDED TO SUPPORT PANEL EDGE AND FASTENING 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING ® 16"o.c. MAX. U.N.O. ON PLAN, 3. ALL 5HEARWALL.5 SHALL HAVE DOUBLE TOP PLATES FASTENED T06ETHER w/ 3Y2"xO.131" NAILS ® 16"o.6. USE (8) 3Y2"x0.131" NAILS @ EA. LAP SPLICE. (TYP. U.N.0) 4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALL5 ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENINGS. 5. SEE ARCHITECTURAL DRAWIN65 FOR ADD'L WALL CONSTRUCTION REQUIREMENTS. 6. ALL EXTERIOR HALLS ARE CON51DERED 5HEARWALL5. 1. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. 8. A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENIN65 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LONG A5 THEY ARE FRAMED OUT TO PROVIDE THE SHEATHING EDGE NAILING REQUIRED AND OCCUR 16" MINIMUM FROM THE ENDS OF THE 5HEARWALL. q. ALL SHEATHING PANELS TO MEET U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 WITH 5%, SPAN RATING (MAX.) 10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE ARCHITECTURAL PLANS, THE SHEATHING USED IN THE -FIRE RATED A55EMBLIE5 SHALL BE NOMINAL tV32 " THICK, APA RATED SHEATHING �b EXPOSURE 105E OR PLYWOOD PEf ACCORDANCE WITH THE UL DE516N5 SPECIFIED. Window � Door AlIoNable Wind Pre55ure5 (23 140 MPH Wind Zone LxRoure 13 OPENING 51ZE INTERIOR ZONES END ZONES 8' Garage Door +18.5 P5F/-20.q P5F +0 5 PSF/-20.q P5F 16Garage Door +11.1 PSF/-Iq.1 P5F +I1.1 P5F/-Iq.1 P5F 10 SOFT. +21.2 P5F/-22.q P5F +21.4 P5F/-28.3 P5F 20 SOFT. +20.2 P5F/-22.0 P5F +20.2 P5F/-26.4 P5F 50 SOFT. +Ig.O P5F/-20.8 P5F +lq.O P5F/-23.q P5F 100 SOFT. +18.0 P5F/-Iq.8 P5F +18.0 P5F/-22.0 P5F 500 SOFT. +15.8 P5F/-I1.6 P5F +15.8 P5F/-11.6 P5F End Zone 15 defined a5 the Smaller of 10% of lea5t horiz. dim. or 40% of mean roof height. ®Pre55ure5 have been derived from 2020 FBG Table R301.2(2). 13Pre55ure5 charted here are allowable Pre55ure5 and have been reduced per A5GE 1-16 Section 2.4.1 from ultimate Pre55ure5. Divide allowable pre55ure5 above by a factor of 0.6 for ult. pre55ures. ROOF FRAMIN6 • SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05B/PLYWOOD SHEATHING 24/16, EXPOSURE I. FASTEN SHEATHING TO ROOF MEMBERS w/ 2 3/8"x0.113" RING SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL ED6E5 i ® 6" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END 6 DRA6 TRUSSES w/ RING SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOCKING ALONG PANEL EDGES AT FIRST 2 TRU55 BAY5 FROM GABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGES. • ROOF SHEATHING FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR GLIP5 0 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER WTGA 4 TPI'5 BC51 I GUIDE TO 600D PRACTICE FOR HANDLING, INSTALLING $ BRACING OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRU55 SHOP D16165. SHALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRU55ES w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"x0.131" NAILS ® 16" O.G. UPL I fT CONNECTORS BEARING CONDITION TRU55 CONNECTOR LENGTH < 15' 51MP50N H2.5T SINGLE ROOF TRUSS BEARING ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF GIRDER TRU55 BEARING ON ALL 51MP50N HT520 WOOD STUD WALL/WOOD BEAM SINGLE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL ROOF 6.T., FLUSH BEAM OR ALL (2) 51MP50N HETAI6 FLUSH 63. BR6. ON GMU WALL ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR A5 L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION". MiK HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWING SHALL SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR 5PEGIFIGATION5 AND LOADS SHOWN ON THE SHOP CARDS. LEGEND • ® INTERIOR BEARING WALL • _ _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL • I: • : : I EXTENT OF OVERFRAMIN6 •a�-•-INDIGATE5 1/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HANGER INDICATES POST ABOVE. PROVIDE 50LID BLOCKING UNDER P05T OR JAMB ABOVE. GENERAL STRUCTURAL NOTES • DE516N 15 BASED ON Ith EDITION (2020) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON NUS, "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DESIGN LOADS: ROOF LIVE = 20 P5F DEAD = I PSF T.G., 10 PSF B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INCLUDING STAIRS DEGK5) = 30 P5F @ SLEEPING AREAS = 50 P5F @ 6ARA6E = 200 # POINT LOAD @ GUARDS/HANDRAILS = 50 P5F @ GUARD IN -FILL COMPONENTS DEAD = 10 P5F (20 PSF TOTAL ® TILE) WIND ULTIMATE WIND SPEED � EXPOSURE AS L15TED R15K CATEGORY II 6ENERAL FRAM I N6 • EXTERIOR WOOD STUD BEARING WALL5 SHALL BE 2x 5PF#2 OR 5YP#2 ® 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARING WALL5 SHALL BE 2x 5PF OR 5YP 'STUD' 6RADE LUMBER ® 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x 'STUD' 6RADE MEMBERS 5PAGED @ 16" O.G. (MAX.). • ALL NON -BEARING INTERIOR STUD WALLS SHALL BE CONSTRUCTED WITH 2x 'STUD' 6RADE MEMBERS 5PAGED ® 24" O.G. (MAX.). ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD d (1)2x KING STUD, MINIMUM. - THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK 5TUD5 REQUIRED, U.N.O.. • ALL HEADERS, BEAMS � OTHER STRUCTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS Q HEADERS W/ 3-ROW5 OF 3"x0.131" NAILS ® 12" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 $ 2x8 MEMBERS. • FACE NAIL BUILT UP 2x P05T5 W/ 3"x0.131" NAILS ® 16" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES 0 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALLS w/ UI6" 05B FASTENED w/ 2t'2"x0.131" NAILS @ 6" O.G. @ ED6E5 4 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOCKING AT ALL UNSUPPORTED PANEL EDGES. TYPICAL U.N.O. ON THE PLANS. • PROVIDE SOLID BLOCKING IN FLOOR SYSTEM UNDER ALL P05T5 CONTINUOUS TO FOUNDATION/BEARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 p5i; Fv=310 psi; E=1.55x10A6 psi • LVL - Fb=2600 p5i; Fv=285 p5i; E=2.0x10^6 p5i • FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OF 3 "x0.131 " NAILS ® 8" OIG OR 2 ROW5 Y4"x3Y2" 51MP50N 505 5GREW5 (OR 3Y2" TRU55LOK 5GREW5) ® 16" OIG. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/5GREW5 2" FROM EDGE. SOLID 3Y2" OR 5Y4" BEAMS ARE ACCEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 i 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OFY4"x6" 51MP50N 505 5GREW5 (OR 6 3/4" TRU55LOK 5GREW5) ® 16" OIG. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES (ONE 51DE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. A SOLID T' BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL 5TUD5 IN CONTACT w/ GMU HALLS SHALL BE PRESERVATIVE TREATED AND FASTENED w/ Y4" DIA. X 4" LONG TAPGON5 0 24" O.G. FLOOR FRAMING • I-J0I5T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HANGERS SHALL BE SPECIFIED BY I -JOIST /TRU55 MANUFACTURER, UNLE55 OTHERN15E NOTED. • I-JOIST/TRU55 SHOP DW65. 5HALL BE SUBMITTED TO ARCH. 8 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY • FLOOR SHEATHING SHALL BE 23/32" CONFORMING TO P52-04, 24" O.G., EXPOSURE I, TONGUE AND GROOVE ED6E5, FASTEN SHEATHING TO FRAMING MEMBERS W/ GLUE AND 3"x0.131" NAILS 6" O.G. AT PANEL E06E5 $ 12" O.G. AT INTERMEDIATE SUPPORTS. �I TYPICAL STAIR GON5TRUCTION NOTES • (5) SINGLE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR LANDING, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM w/ (1) 51MP50N A55 CLIP AT EACH STRINGER. • FASTEN 2x6 P.T. PLATE TO GONGRETE SLAB w/ (5) 3/b" DIA. x 3 Y2" LONG TAPGON5. • FASTEN END 5TRIN6ER5 TO ADJACENT HALLS w/ (2) 3"0.131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE %" FLOOR DECKING ON R15ER5 AND I" FLOOR DECKING ON TREADS. • SEE STAIR FRAMING SECTION FOR MORE INFO. seal: %% ; a ... 4 77 ®13o AiE C) -° Ile 1 ®® © copyright : MULHE WR kULP�' structural EngineJA ,,tt Nc. 19 oz J� w w CD z w J Z= U Ww J miH z W 0 ti W cc 0 rn a CD .fl a6 A -It � Q c E i3 qy �= a m E a'A 0 M o -22 w n. ( o � CO m L6 N C� O. M&K project number: 068-2001 1 project mgr: drawn by: issue date: REVISIONS: date: sheet: JSB BC 01-18-22 q ct•� a J W d W J Q 0.. initial: 'd Q 0 J 1.L W z a U) d W V N 0 J J SM0.0 40 011 LEGEND seal�� ®d 0 211_4" 18'_8" • INTERIOR BEARIN6 WALL o PATIO SLAB: 12" WIDE GONG. 3 Y2 GONG. 2 • = _ _ BEARIN6 WALL ABOVE . SLAB ON GRADE (2500 P51 MIN.) TURNDOWN W 6x6-W1.4xHI.4 MESH OR FIBER MESH ON EXTENDED MIN. 12" l UNIT � BEAM /HEADER q5% GOMPAGTED FILL OR VIR61N SOIL. BELOW GRADE ,.* • LOCATION AND EXTENT OF 5HEARWALL a copyright: MULHERN & KULP � • • • • structural Engineering, Inc. EXTENT OF OVERERAMIN6 r- — 3 Y2 �' STEP Q4 L - z ...._... M �-�-----�INDIGATE5 I/8"A" 5AW GUT CONTROL JOINT MJ °C LU 1 1 I Z o 1- i INDICATE5 LOCATION OF REINEORGED GMU GORE CD C SD -I q 7 I (5EE NOTES) z 5D-1 5D I I � � METAL HAN6ER • I 1 3 y\ STEP + _ a 1 1._._...... • • • • • � INDICATES P05T ABOVE. PROVIDE SOLID � _ Q o BLOGKIN6 UNDER P05T OR JAMB ABOVE. �- A Q --- — ---- ---, a F-- c ' I REFER TO 5-0.0 FOR TYPICAL W� E i a > A 5TRUGTURAL NOTE5 5GHEDULE5 L...I Z < o FRENCH DOOR I o 12 % • I REGE55 PER 1 — o� MANUFACTURERS I arc = Q IN5TRUGTION I `Y' I _ I I I M&K project number: N I I 068-2001 1 Nt I I T-- project mgr: JSB I I drawn by: BC NOTE: REFER TO BLOCK issue date: 0 `� -18-2 2 � ' PLAN FOR ALL DOWEL LOCATION DIMENSIONS. I REVISIONS: date: initial t- ...... o I I ; . o 2 I 2 Cz 1 201_0" , 20 1_0 1' O I •--5/2' STEP------- I• � I 4 4 I 1 3 Y2 5TEP o I 0 6ARA6E SLAB: 3 Yen GONG. SLAB ON 6RADE I 1LL • I (2500 P51 MIN.) w/ 6x6-W1.4xW1.4 I 7 MESH OR FIBER MESH OVER (b 5D-I 1 MIL. POLY ON q5% GOMPAGTED I I I 1 w (D FILL OR VIR61N 501L. 3 Y2�' STEP - F -I 1 Q z • 0 N 1 I I I Z � U) UJLU � N U) (P 0 Z L----- -- ----- i--o ---- ---J .J J &�,ALE: LA FLAN sheet: 3 2 I/4"=1'-0" (22x34 SHEET) 5D-I 5D-I 5D-I SCALE: 1/5"=i'_O" (IIx17 SHEET) 20'_8 5'-4" 14'-0 11 Fm 40'- " i,,o 91 C _I C r- 19 C>�li SMOCK PILAN SCALE: 1/4"= I'-0 (22x34 SHEET, SCALE: 1/8"=I'-0" (IIxI1 SHEET) LEGEND • ® INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL I: • : : I EXTENT OF OVERFRAMIN6 •--- --- — —INDIGATE5 1/8" A" 5AW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE 50LID BLOCKING UNDER P05T OR JAMB ABOVE. MASONRY LINTEL DETAILS REINFORGEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT MB-1 8F8-OB/OT ----- ----- MB-2 SF8-IB/OT ----- (1) #5 MB-3 BFIb-IB/IT (1) #5 (1) #5 M13-4 8RFI4-I6 ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'5 GONGRETE. NOTES: I. ALL LINTELS W SPANS GREATER THAN 14'-0" SHALL BE PRESTRESSED. 2. SHORE FILLED LINTELS A5 REQURIED. 3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORGEMENT SHALL BE 6RADE 60, fy=60 k51 6. ALL LINTELS SPECIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTEL5 ARE TO BE LOGATED DIRECTLY ABOVE THE OPENING BELOW MA!50NRY LINTEL ASBEM5L I EB 5EE 5GHEDULE AND 5PEGIFICATION5 FOR ADD'L INFO '+ �— MIN. (1) GOURSEJf3OND I I+ MIN. (1) GOUR5E/BOND LQJ i BEAM ABOVE LINTEL i L4J i BEAM ABOVE LINTEL - C7RpllT - - G-ROLn BOTTOM REINF. I a• I PRECAST LINTEL w/ PRECAST LINTEL. w/ t3�f EMBEDDED REINF. i=# EMBEDDED REINF. MB-I MB-2 1t-- TOP COURSE, IF TOP GOUR5E, IF 1 L.Q I m I L4J 1 I 1 REOV PER ARCH. v I 1 REOV PER ARCH. -J TOP REINF. OR GONT. GONT. BOND BEAM BOND BEAM REINF. REINF. A5 REQD - 6ROUr GROUr BOTTOM REINF. BOTTOM REINF. a. PRECAST LINTEL w/ EMBEDDED REINF. PREGA5T LINTEL w/ tom# t�F EMBEDDED REINF. MB-3 ry MB-4 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES & SCHEDULES seal: 4 UO ®� T PJ 40 © copyright ®knm 9 L.ULZ Structural ngmeering, Inc. �C Z JLU W W Z c c� Z Q' w a J Q ` 07 Z = F— U_ A — LU� fig E j MrA m Q J- H > � a CL) o Z W -0o Y � y LY o EED M L6 C fV cc Cn CL M&K project number: 068-2001 1 project mgr: J S B drawn by: BC issue date: 0 1 - 1 8-22 REVISIONS: date: initial sheet: Fm2.0 14:, ,661 � 4 IIII I1H E, ...roe l.; 0 H O O O = �N � I LU I � � i OOH ~ o O O O L H I REAR LANAI DROPPED BERMS: 5D-2 (2)2x 12 w/ Y2" OSB/PLYWOOD BTWN. PLYS (TYP. OF 5) DROPPED BEAM SIMPSON HUG412 FASTEN BAGK TO GMU BLOCK w/ SIMP50N TI iEN S GREW5 SIMPSON BG46 GAP FASTEN INTER5EGTIN6 ABA46Z BASE DROPPED BEAMS TO POST )POPPED BEAM I PER DTL U/5D-2 ABA46Z BASE LEGEND • ® INTERIOR BEARING WALL • — — — BEARI N6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL I: :I EXTENT OF OVERFRAMIN6 • 49� •... —INDICATES I/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE 50LID BLOGKINB UNDER P05T OR JAMB ABOVE. ROOD FRAM I N6 PLAN a £ oa ROOF FRAMING o ®°'° T 0r- • SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05B/PLYWOOD 5HEATHIN6 24/b, ®®4 1911:'' '�'�1' ° 'Je�1 EXPOSURE 1. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 %"x0.113" ° ° ° L RING SHANK NAILS (R5R5-01 OR EQUIV) 0 6" O.G. AT PANEL ED6E5 4 0 6„ O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END $ DRAG © : copyright MULHERN & KULPstructural Engineering, Inca TRUSSES w/ RIN6 SHANK NAILS 0 3" O.G. (U.N.O.). PROVIDE BLOGKINB ALONG PANEL E06E5 AT FIRST 2 TRUSS BAYS FROM GABLE END. PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED ED6E5. Z w • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. z c • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ z a "' a 5IMP50N VTGR CLIPS 0 24" O.G. • ALL METAL HANBER5 SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLESS OTHERWI5E NOTED. J cc a z � Q o • EREGT AND INSTALL ROOF TRU55E5 PER WTGA � TPI'S BG51 I = Q, GUIDE TO 600D PRACTICE FOR HANDLING, INSTALLING $ BRAGIN6 W OF METAL PLATE GONNEGTED WOOD TRUSSES." cn • ROOF TRUSS SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6. m j = a E FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. ) • SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER c LU W °Q FASTENED TO FRAMING w/(2) 3 x0.131 NAILS 0 16 O.G. y m CD W C N CM C. UPL I f2T CONNECT OR5 BEARING CONDITION TRU55 CONNECTOR LENGTH < 15' 51MP50N H2.5T 51NBLE ROOF TRUSS BEARING ON > 15, 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF BIRDER TRUSS BEARING ON ALL SIMP50N HT520 WOOD STUD WALL/WOOD BEAM 51N6LE ROOF TRUSS OR PORCH ALL SIMPSON HETAI6 BEAM BEARING ON GMU WALL ROOF G.T., FLUSH BEAM OR ALL (2) 51MP50N HETA16 FLUSH 6.T. BR6. ON GMU WALL ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR AS LISTED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER 5EGTION 2.2 OF AN51/TPI-2014 NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRAWING SHALL SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT GONNEGTOR SPECIFICATIONS AND LOADS 5HOWN ON THE SHOP GARD5. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES ff SCHEDULES IV M&K project number: 068-2001 1 project mgr: J S B drawn by: BC issue date: 0 `j - `j 8-2 2 REVISIONS: date: initial: 2 Z W:� J 0-i cL W � Z Lt, W LL., 2 O � O IL sheet: d 112 x 0 J L co 0 z x (L W U) J r1< V J J 5\ D- SEAL: I/411= I'-0" (22x34 SHEET) SCALE: 1/8"=1'-0" (IlxI1 SHEET) -2 5D 2 S--1.3 M FILLED CELLS (SEE PLAN) v�rc�vc F GONG. OR PAVER 6ARA6E WALL DRIVEWAY BEYOND 6ARA6E SLAB m 4" (5EE PLAN) d d e 16"x8" THICKER EDGE W/ (2) #5 GONT. THICKENED EDGE @ 6ARA6E DOOR DETAIL SCALE: NITS 8" GMU BLOCK (1) #5 VERT. FROM FT6. — TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL SOLID z X c L a3 O 6RADE o -'f ' 1=1 cn 8" WIDE GONT. GONG. CURB N GARAGE SLAB } (SEE PLAN) .. .d.° d III — ICI ICI —III ° e ICI —ICI —ICI —ICI —_III ° d ° ° II—III—III-111 III —I 1 I —III_ 1) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. III—� Ill —Ill = IIII i l' (SEE PLANS FOR LOCATION) GLEAN GOMPAGTED FILL ® q5% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS G �t6 CURB DETA 1 L 8" GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER 3/4" FURR STRIPS MTL. THRESHOLD -PER BUILDER SET IN SEALANT HOUSE SLAB (SEE PLAN) PORCH/PATIO/LANAI SLAB OR PAVERS (SEE PLANS) PER MANUF. —I 11=1 I I I=1 11— • III —III —III— I I=1 Jill III=III=cx=III a III —I II —III —III_ '—III=1 � III=1 I I=1 I I —III —I 1I- 1=1 m I I d I=1 I I —I 11= w =1 I 1=III=111=1 I 1-1 MONOLITHIC GLEAN COMPACTED =III= I I' FOUNDATION W/ (2) #5 FILL ® q5% 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 EXTERIOR OUT5W1 NG 156D POURED 51 LL5 DETAIL 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID zX co C)--A GRADE III —I I — *I 1111I 1J �=111 m I R4.1 F I -FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) III —III —I � 41 I —III —I I —I °d a I I —III —III —I � I_ -1 I I- 1=III— III 1) #5 DOWEL W/ 6" HOOK AT —_ e _ ALL VERT. WALL REINF. 1 1 1 1 III —III —III I =1 I (SEE PLANS FOR LOCATION) GLEAN GOMPACTED —III_1� FILL o 515% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS 2-STORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS SOOTING SECTION !N/ BLOCK DETAIL SCALE: NTS 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL BEYOND OVER %" FURR STRIPS EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (SEE PLAN) PAVERS (SEE PLANS) .d d I I I —I I I —III —I I III I � I —III —I � I —I =1 11=1 11= r 1=1 I I 8 I I F9119 1—_I 11 —I I I_I I I-1 I I-1 I l—III I- I=1 m III I I d I —III —III - I -I I — III-1 11- 11 III=III III III MONOLITHIC GLEAN GOMPAG I ED " III = �= I' FOUNDATION W/ (2) #5 FILL o q5% STANDARD WI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-STORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 ENTRY DOOR DETA 1 L 6 �c,aLe: NTS 3Y2" GONG. SLAB WIDTH PER ARCH w/ WWF OR FIBERMESH REINF. LU OVER 6 MIL. VAPOR BARRIER } a C —, 4v z MIN m � 8" 8" (2) #55 GONT. 5LA5 RECE55 AT 5HO NER 8"x8" THICKENED — SLAB W/ (1) #5 GONT. PATIO/PORGH/LANAI SLAB (SEE PLAN) THICKENED EDGE DETA I L 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLAN) z _J_ d4 .G ' I=1 �i EXP JOINT v ml R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE 5LAB (SEE PLAN) d ° ° I —III —III —I I i'— ° ° 11= 1) #5 DOWEL W/ 6" HOOK AT III=III- ALL VERT. WALL REINF. III=)I1=III=1 I III= (SEE PLANS FOR LOCATION) GLEAN COMPACTED 7 I I� � I I I 1=1 11= 1 I I, , I I 111-111— MONOLITHIC, FOUNDATION FILL ®q5% STANDARD DENSITY WI TH W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR HALL @ PORCH/RATIO/LANAI DETAIL SCALE: NTS Y 2" GYP: BD. EA. SIDE OF 2x4'5 ® 16" O.G. Y2" J-BOLTS 6" FROM EA. y END OF WALL AND SPACE ® 32" O.G. 2" (6" MIN. EMBED) STUD PLATE TIES PER PT BOT. PLAN ® STUD TOP 8 PLT. BOT. IL d.. _ a .41 (2) #55 GONT. W/ 3" MIN. CLEAR UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT 5UBJEGT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE 5UGH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. GARAGE 5TEIM DOWN DETAIL SCALE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL SOLID cz X L �o O BADE z ;III-11 d a . III - a' .dd° R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR 5TRIP5 -PER BUILDER HOUSE SLAB (SEE PLAN) —III—_— PVG GHA5E SLEEVE TO BE ' II i I Mi I I Ill—III=1 TWICE THE DIAMETER OF 1 �—III— III —_I ' I I III III —I 11=1 I I I =1 I I PROTECTED PIPE GLEAN GOMPAGTED 11, 1 111 11111 I I I 1 i 1 I I I- FILL @ q5% MONOLITHIG FOUNDATION STANDARD DENSITY WI TH W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS 8 GH�SE nET� I L SCALE: NTS .a: seal: M� 7-24 0 ®�% 0 MULHERN & KULPJAN 19 202 © copyright : Structural Engineering, Inc. 0 z z LU w w Z c Z Z rn J CID Q CE Z .n F— U_ V -'t O. LU� cn E m a J� > 1 a� D Z W o 0 CP o m y W _ C N CM CL IV M&K project number: 068-2001 1 project mgr: JSB drawn by: BC issue date: O `[ -1 8-2 2 REVISIONS: date: initial: 2 d (� O J � d J LL. ui W p z 0 Q � o. Z � (n d d � J LIJ 0 ~ z LL. O.� J J sheet. SCALE: NTS 0 SCALE: NTS M SD-1 r---- 1 I i I --- - - if — -- -- ,.�.i - :I--- - rv. d e. PROVIDE 50LID SHIM BETW'N TRUSS $ CONNECTOR IF TRUSS LOCATED LE55 THAN I YY FROM CONNECTOR. WHERE TRU55 15 6REATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 2 %"x0.113" RIN6 SHANK NAILS ® 6" O.G. w %n LU 2x6 FA5GIA -5EE ARCH 8" GMU BOND BEAM W/ (1) #5 GONT. © S" REINF. GMU WALL -SEE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 ROOF TRU5 -SEE PLAN (2)3 Y2"x0.1 8" GMU BOND BEAM w/ (1) #5 BARS GONT. 8 REINF. GMU WALL - -SEE PLAN FOR VERT. HORZ. REINF. 5PEG5 I SECTION SCALE: 3/4"=1'-0" 2 %"x0.113" RIN6 SHANK SEE UPLIFT CONNECTOR 5GHEDULE ON PLANS FOR GONNEGTOR SPECIFICATIONS PROVIDE MOISTURE BARRIER PLATE (PER TRU55 MANUF) EAGH TRU55. VERT WALL REINF. TO EXTEND INTO BOND BEAM HIP 6.T. 2x4 FLAT BLOGKINB @ 16" O.C. FASTENED TO BOND BM. w/Y4' DIA. x 3Y4 TAPGON ROOF TRUSSES (2)3 Yz"x0.131" -SEE PLAN — 2x4 @ 16"o.c. FASTENED - TO GABLE END TRUSS w/ (20'xO.131" TOENAILS. 6ABLE END VERTICAL WEB REINFORGIN6 AS REQURIED BY TRU55 MANUF. 2x8 P.T. PLATE FASTENED - TO BOND BM. NIY2" VIA. ANCHOR BOLTS ® 52" O.G. WITH T (MIN) EMBEDMENT. EXTERIOR 5HEATHIN6 E06E NAILING - 2 Y2"xO.131" NAILS FASTEN BOTTOM CHORD OF TRU55 TO P.T. SILL PLATE w A" DIA. x3Y2" LON6 5D5 5GREW5 @ 16" o.c. PROVIDE MOISTURE BARRIER PLATE BELOW WOOD MEMBERS ON GMU (PER TRUSS MANUF.) W GMU BOND BEAM w/ (1) #5 BAR GONT. 8" REINF. GMU WALL -SEE PLAN FOR VERT. HORZ. REINF. SPECS FASTEN 5HEATHIN6 TO 2x4 BLOGKIN6 w/ 2 %"xO.113" RING SHANK NAILS @ 4"O.G 2'-0" MIN I I I I ROOF 5HT6 SHALL BE GONT. 24" MIN ONTO, ROOF 2x4 BLOCKING w/ (3)3 Y4"x0.131" TOENAILS EACH END PROVIDE 50LID SHIM BETW'N TRU55 4 CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRUSS 15 6REATER THAN I Y2" FROM UPLIFT GONNEGTOR, REFER TO TYPICAL RETROFIT DETAIL P. (4) 3 Y4"x0.131" FASTEN ROOF 5HEATHIN6 TO NAILS FASCIA WITH 2 3/8"xO.113" RING SHANK NAILS @ 6" O.G. 2x6 FASCIA -SEE ARCH REINF. MA50NRY LINTEL/ BEAM - - SEE PLAN FOR SPECIFICATIONS. 2x4 BRACE w/2x4 T-BRACE, PROVIDE 2x4 BL0GKIN6 ® 48 SPACED @ 4'-0" O.G. MAX. O.G. IN FIRST (3) BAYS OF FASTEN 2x4 TO 'T' w/ 3 Y4"x0.131" ROOF TRU55E5-GUT TO FIT NAILS 12" O.G. TIGHT BETWEEN TRUSS BOTTOf (NOT REQ'D AT TRUSS HEI6HT5 CHORDS AND NOTCH AROUND 4'-1" OR SHORTER) SILL PLATE FASTEN DRYWALL TO VERT WALL REINF. TO BLOGKIN6 H/ 5GREW5 EXTEND INTO BOND BEAM /NAILS 6" O.G. 2 )�K�7516 ��I� 5HT6. TO HIP .113" RIN6 9 6" O.G. VALLEY SET OVERFRAMIN6 - UPLIFT GONNEGTOR -SEE PLAN - HIP JACK TRUSSES I FASTEN EACH OVERFR TRUSS TO TRU55 BELOI FASTEN BOTTOM CHORD OF 6ATH (1) 51MP50N VTGR TO TOP OF WALL w/ 51MP50N @ 24" O.G. 8 GMU BOND BEAM w/ H6AMIOKTA CLIP ® 48"O.G. VERT WALL REINF. TO (1) #5 BAR5 CONT. (GONNEGTOR INGL'O IN PAGKA6E) EXTEND INTO BOND BEAM VERT WALL REINF. TO 8" REINF. GMU WALL -SEE PLAN FOR VERT. EXTEND INTO BOND BEAM TYP 1 CAL OVER�RAM I NG •} SECTION I HORZ, REINF. 5PEG5 f SCALE: 3/4"=1'-0" (DIA ECTI oN GONNEGTION DETAIL NLE: 3/4"=1'-0" -BOND-BEAM © _,---GONTIN. PRECAST HEADER------"- 5" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE GA5T-GRETE WINDOW SILL, WINDOW SILL, OR EQUIV. OR EQUIV. - DOUBLE WINDOW M50NRY PIER DETI I L Q=nA LE: NTS TRIPLE WINDOW SIM. SECTION 3 SCALE: 3/4"=1'-0" SEE UPLIFT GONNEGTOR 5GHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS GONNEGT EACH END OF MASONRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL w/ 24" LE65 PROVIDE SOLID SHIM BETW'N TRUSS 4 CONNECTOR IF TRUSS LOCATED LE55 THAN I Y2' FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y2' 2x FASCIA FROM UPLIFT GONNEGTOR, REFER TO _5EE ARCH TYPICAL RETROFIT DETAIL P. FASTEN EXTERIOR 5HEATHIN6 TO BLOGKIN6 IN EA. TRU55 BAY w/ 2 NAILS ® 6" O.G. FASTEN EA. 2x4 BLOGKIN6 IN EA. TRU55 BAY TO BOND BM. w/(4) HILTI ON112P8 PAF's FASTEN EXTERIOR SHEATHING TO 2x BLOCKING w/ 2 Y2'xO.131" NAILS 3"O.G. 8" GMU BOND BEAM w/ (1) #5 BAR5 GONT. 8" REINF. GMU WALL -SEE PLAN FOR VERT. $ HORZ. REINF. 5PEG5 SECTION SCALE: 5/4"=1'-0" TRU55E5 PLAN T CONNECTOR 5GHEDULE WALL REINF. <TEND INTO BEAM (1) #5 IN BOND BEAM r------- -- --- --- L w ALL LAPS INMA50NRY25" I ---------------- } PRECAST LINTEL, SEE PLAN RUNNING BAR I FOR SPECIFICATION VERTICAL REINFORCEMENT PER w PLAN } MAIN ROOT= IATHINB I 4x6 PJ..T. PROVIDE (1) (U #5 VERTICAL IN GROUT FILLED CELL (IF REQ'D PER PLAN) P05T 51MP50N L5TA18 STRAP ON EACH EXTERIOR FACE I OF POST, 9" MIN END LENGTH 4 BENT CORNER BAR DROPPED BEAMS MAIN ROOF TRU555 GROUTED CELL PER PLAN NOTES: I. 2X PT BUCK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW/DOOR, FASTEN BUCK TO MASONRY W/ (1) ROW OF %"x4" TAPGON5 6" FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM ED6E OF BUCK. 2. BUGK5 LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. 5TRUGTURAL GONNEGTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN TH15 GA5E. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X BUCKED OPENING, USE (5) ROW5 OF 3"xO.131" NAILS 5TAB6ERED @ 12" O.G. EA. 5000E551VE BUCK. 4. MIXING OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FA5TENIN6) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUGK W/ (2)Iz— ROWS OF 2Y2"xO.131" NAILS @ 169" O.G. FASTEN WINDOW/DOOR TO 2X PER BY WINDOW/DOOR WINDOW/DOOR MANUFAGTURER'5 5PEG5. MANUFACTURER H WINDOW/DOOR BUCK DETAIL SCALE: NTS NOTE: ALL HOOKS AND 5PLIGE5 TO BE CONSTRUCTED AND SIZED PER NOTES TYP. CORNER PERT. WALL RE I NPoRG I NG DETAIL VERT. REINFORCING DETAIL SCALE: C NOTES: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). SEE TYP. FOUNDATION 2. PROVIDE %" DIA. HOLE FOR SCALE: NTS 2x6x12" OR CL OF OPENING DOWEL, BLOW OR BRUSH GLEAN. DETAILS FOR ADDITIONAL 2XSXI2"P.T. 3. FOLLOW MANUF. INSTALLATION INFORMATION NOT SHOWN CENTER BUCK __"_� F� INSTRUCTIONS HERE FUTURE 8" GMU BLOCK DRILL 6" INTO EXIST'G I #5 VERT. BAR TO BE DIA. ANCHOR Q LOCATED PER PLAN IN GROUTED CELL SLAB, EPDXY $ DRIVE I I d #5 DOWEL, PROVIDE MIN. 2X4 P.T. TOP BUCK 30" LAP SPLICE I I I mo N I I z 2X6 OR 2X8 P.T. BUCK I I I EACH 51DE OF OPENIN6 -VERIFY CONN. REQ'MT w/ DOOR MANUFACTURER �p Lr .I C I —I I=I1 I —I 11=IPROVIDE (5) 3/g" DIA. J-BOLT W/ 5Y21,GRADE _ _ Q. a I I -I I -I I I -I II III_ EMBEDMENT AT EAGH DOOR BRACKET, = I — I —I I— I < . I I -I I (-I I I=I I - I —I I (—I I EACH SIDE OF DOOR. PROVIDE I Y2°x3i(b' O —ICI=ICI—ICI ICI —ICI —ICI- THICK WA5HER W/ EACH ANCHOR (I5T BOLT --' -III=III=III °' . ` . e I —I I -I I I- TO BE 8" MAX ABV CURB REST EQUALLY I=III-III III -I - REAR WOOD LANAI TYP. BEAM TO P05T CONN. SCALE: 3/4"= I'-0" seal % 4 =�o ® o 0 © copyright : MULAEI _MLP Structural Engineering, Inc. o Z_ JC w w Z_ c rn Z Z w +� Q oc Z= U_ A � ��- t UJ E m E Q JZ Q A W �p �o Y CP c� y m � W C N cc c'M Cl MW project number: 068-2001 1 project mgr: JSB drawn by: BC issue date: 01-1 8-2 2 REVISIONS: date: initial: SEE DETAIL I ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION 'Q INFO NOT SHOWN HERE 0 -FASTEN EA. ROOF TRU55 TO GMU w/ 51MP50N M5TMI6 TW15T STRAP. 0 FASTEN STRAP TO GMU wl (4) Y4" DIA. x 2 LL Y4" LON6 TITEN 5GREW5 ,=, �C - PROVIDE MOISTURE BARRIER PLATE (PER TRU55 MANUF.) ® iTi W EACH TRU55. z - PROVIDE 2x FLAT BLOGKIN6 FIT T16HT TO ROOF TRUSSES ® EVERY OTHER BAY �, O a a FASTENED TO GMU w/ (3) Y4" DIA. x 3Y2" LONG TAPGON5. FASTEN BLOGKIN6 TO ROOF T n v 1 TRUSSES w/ (2) 3 Y4"xO.131" NAILS @ EA. END. 5PAGED APPROXIMATELY 24 O.G.) �- I I— I I i I i= RETRO�-OT DET� 1 L I wscALE: 33 START BOLTS AFTER 6ARA6E CURB W' MAX.) K 6ARA&E DOOR BUCK DETAIL SCALE: NTS M 155ED DOWEL RETRO� I T DETAIL SCALE: NTS SIM. ® CMIJ STEM FOR DROPPED GRADE LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN 5PEG I E I G AND ARE ONLY REGU I RED ALL APPL I GABLE AREAS. THESE WHERE 5PEG I E I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. sheet: SDW2 11 i 1.n-:uA'II auu fid_�,,o3emda' n1.:.:I:Acl- .amn10 0 go PERMANENT ROOF TRU55 BRACIN6 NOTE5: (51N61.E FAMILY HOME OR TOWNHOU5E GON5TRUGTION, WITH ROOF TRU55E5 5PAGED NO MORE THAN 24" O.G) I. WOOD TRU55E5 SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDIN6 COMPONENT 5AFETY INFORMATION (BG51) "6UIDE TO 600D PRACTICE FOR HANDLING, IN5TALLIN6, RE5TRAININ6 4 BRAGIN6 OF METAL PLATE CONNECTED WOOD TRU55E5," (2008 EDITION). 2. TOP CHORD BRAGIN6: TOP GHOR05 SHALL BE BRACED BY DIRECT -APPLIED PLYWOOD/056 5HEATHIN6. • IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FASTENED TOP CHORD, CONTACT M8K FOR BRACING DE516N. 3. BOTTOM CHORD BRAGIN6: a. THE BOTTOM GHOR05 SHALL BE BRACED BY DIRECT -APPLIED 6.W.B. GEILIN6 4. WEB MEMBER BRAGIN6: THE TRU55 MANUFACTURER SHALL INDICATE THE TRU55 MEMBER5 (WEBS, VERTIGALS) THAT REQUIRE LATERAL BRAGIN6/RE5TRAINT. a. 'T' OR V BRACE: WHERE BRAGIN6 15 REQUIRED A5 INDICATED ON SHOP DRAWIN6, UTILIZE 'T' OR 'L' BRAGE5 (REFERENCE BG51-133 FI6URE5 B3-18 $ B3-I9). 5HOP APPLIED REINFORCEMENT PER 13651-133 FI6URE5 B3-22 8 BG-23 15 ACCEPTABLE. • 'T' $ 'L' REINFORGIN6 MATERIAL SHALL MATCH THE 51ZE OF THE WEB/VERTIGAL MEMBER. • 'L' $ 'T' REINFORGIN6 TO BE A MINIMUM OF 90% OF THE LENGTH OF THE WEB/VERTIGAL MEMBER. • FA5TEN 'L' OR 'T' REINFORGIN6 TO WEB/VERTIGAL W/ 16d GUN NAILS (0.13lx3 l/2") AT 6" O.G. b. CONTINUOU5 LATERAL BRAGIN6 ALTERNATE: WHEN THREE (3) OR MORE 51MILARLY GONFI6URED ROOF TRU55E5 AL16N, GONTINUOU5 ROWS OF LATERAL BRAGIN6 MAY BE U5ED IN LIEU OF THE ABOVE -NOTED V OR 'T' BRAGE5. • GONTINUOU5 ROW5 OF LATERAL BRAGIN6 SHALL GON515T OF MINIMUM 2x4. ROW5 5HALL BE LAP 5PLIGED ONE TRU55 BEYOND IN EACH DIRECTION. SECURE BRACE TO EACH TRU55 COMPRE55ION VEB W (2) 16d 6UN NAIL5 (0.1310 1/2"). • GONTINUOU5 LATERAL BRAGIN6 5HALL BE RESTRAINED BY DIA60NAL BRAGINS (MIN. 2" THICK NOMINAL LUMBER 4 MINIMUM 5PF '5TUD' 6RADE MATERIAL). THI5 BRAGIN6 15 TO BE GONTINUOU5. PROVIDE ONE ROW OF DIAGONAL BRAGIN6 AT VERTICAL WEB MEMBER5 OF TRU55E5 GLO5E5T TO EACH GABLE END WALL 4 ADDITIONAL DIA60NAL5 AT 20'-0" A5 REQUIRED. DIA60NAL BRACE NAILED TO OPP051TE PROVIDE (2) Ibd NAIL5 51DE OF WEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIREGT-APPLIED PLYWOOD/0513 ROOF 5HEATHIN6 GOMPRE55ION WEB (SLOPING OR VERTICAL) GONTINUOU5 LATERAL BRACE ALTERNATE a (3) OR MORE ADJACENT 51MILAR TRU55E5 (5EE ... INDIV. TRU55 SHOP DRAW065 x FOR LOGATION5) 2x 5TRON6BAGK MAY BE IN5TALLED FOR GON5TRUGTABILITY TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REOV FOR 5TRUGTURE) GONTIN. LATERAL BRAGIN6 J TO LAP AGRO55 MIN. (1) DIRECT -APPLIED TRU55 BAY A5 SHOWN 6WB GEILIN6 5EGTION B-B ALTERNATE PEnM M37E (3) OR FORE 51HLM TF16SES ARE GROUP® WEB MEMBER REQUIRING B BRAGIN6 A5 INDICATED BY TRU55 MANUFACTURER 2x 5TRON65AGK 2x 5TRON6BAGK5 MAY BE (NOT REQ'D FOR INSTALLED FOR GON5TRUGTABILITY STRUCTURE) TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REQ'D FOR 5TRUGTURE) DIRECT -APPLIED PLYWD/05B V DIRECT -APPLIED / \-'L' OR 'T' BRACIN6 6WB GEILIN6 -� IAE55 DE516NATED BY TRU55 MANUF. TYPICAL TRU55 ELEVATION PERMANENT TRU55 A BRAG I NG PETA IL5 $ NOTE5 SCALE: NONE DIRECT APPLIED GEILIN6 ko 3e 2n 3r 3r 2n 3e GOMPONENT GLADD I NCB PRE55URE ZONES Gomponent5 � Gladding Wind Pressures UP TO 140 MPH Wind Zone ExI2. 8, Ri5k Gat. II Enclosed, 0.18 Int. Pre55ure Goeff. MEAN ROOF ZONE PRE55URE50 ZONE PRE55URE50 HT: 25 FT. (P5F) (P51F) ROOF (HIP) O +141 -26.6 2r +14A -36.8 200 TO 210 2e +14A -36.8 +14A -3613 O -28.3 2r +14A -45.1 ROOF+14.G 2e +14A -28.5 3e +141 -45.1 (GABLE) 20" TO 21' 2n +14A -45.1 3r +14A -55.6 O +21.2 -22A WALLS O5 +21.2 -28.3 NR OTE:Pre55ure5 charted here are allowable pre55ures and are permitted to be converted per A5GE 1-16 section 2.4.1 to get an equivalent ultimate load pressure. Divide allowable pre55ure5 by o factor of 0.6 to obtain ultimate pre55ure5. Values are based on worst case scenario of 10 p5f (off. area). Refer to notes on 5-0.0 for roof/wall nailing requirements. seal: 4 ® �® AJ ® ao �s , MJANN 34 zz copyright: Structural Engineering, Inc. a( ZE ,J W w z c � rn Z W OQ. J LZ a� Q ZQ A E UJ y M Z3 E Q J� Qo °D Z c W CP oco y m Ln W CD C N cc M Q. M&K project number: 068-2001 1 project mgr: J S B drawn by BC issue date: 01 -1 8-2 2 REVISIONS: date: initial: LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME $ SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REGU I RED ALL APPL I GABLE AREAS THESE WHERE 5PEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. Q C] a (n o J J LL d (n; W Q z � 0 a a J � � F-� W U (j CL J J PB'BP41� A