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HomeMy WebLinkAbout6803 Branham Mill CtM M AB A.F.F. ADJ. ALUM. ANCH 4 0 BD. BF BLDG. BM. BLKG B.O. B.P. BRG. BRK. C.J. CMU COL. CONC. COND. CONT. CANT. CLG. CM CR D d DBL. DIA. DIR. DN DR DW DWG D.S. DTL EA. E.J. ELEC. ELEV EQ. EQUIP. EXP EXT. EE FD FIN. FND. FLR. FP FR FXD FRM FTG GA. GALV. GC GEN GYP. GL GLS H HC HGT. HDR. HB HORIZ. INSUL. INT. LAV, LT ABBREVIATIONS MAS MAT MAX MC MECH MIN MIR ML M.O. MTL ANCHOR BOLT ABOVE FINISH FLOOR ADJUSTABLE ALUMINUM ANCHOR ANGLE AT BOARD BI-FOLD BUILDING BEAM BLOCKING BOTTOM OF BI-PASS DOOR BEARING BRICK CONTROL JOINT CENTER LINE CONCRETE MASONRY UNIT COLUMN CONCRETE CONDITION CONTINUOUS CANTILEVER CEILING CROWN MOLDING CHAIR RAIL DRYER PENNY DOUBLE DIAMETER DIRECTION DOWN DOOR DISH WASHER DRAWING DOWNSPOUT DETAIL EACH EXPANSION JOINT ELECTRICAL ELEVATION EQUAL EQUIPMENT EXPANSION EXTERIOR EACH END FLOOR DRAIN FINISHED FLOOR FOUNDATION FLOOR FIREPLACE FIRE RATED FIXED FRAME FOOTING GAUGE GALVANIZED GENERAL CONTRACTOR GENERAL GYPSUM GLUE LAM GLASS HIGH HOLLOW CORE HEIGHT HEADER HOSE BIBB HORIZONTAL INSULATION INTERIOR LAVATORY LAUNDRY TUB N.I.C. (NTS) OBS O.C. OHGD OPER OPNG OPT OSB OZ 1/R1/S PC PDS PKT PNL PLYWD PREFAB PR PROJ PSI PSF P.T. QUAD REF REINF REQ'D RNG R.O. R RND R&S SC SCHEM SHLF SHT SHWR SIM SH S.S. STL STRUCT SUSP SGD SQ T TBT&G TEMP T.O. TR TRPL TYP U.N.O. VERT V.L.I.F W W/ wC WD WWM WDW MASONRY MATERIAL MAXIMUM MEDICINE CABINET MECHANICAL MINIMUM MIRROR MICRO LAM MASONRY OPENING METAL NOT IN CONTRACT NOT TO SCALE OBSCURED ON CENTER OVERHEAD GARAGE DOOR OPERATOR OPENING OPTIONAL OR!ENTED STRAND pOARD OUNCE ONEROD ONE SHELF PRECAST PULL -DOWN STAIR POCKET DOOR PANEL PLYWOOD PREFABRICATED PAIR PROJECTED POUNDS PER SQUARE INCH POUNDS PRE SQUARE FOOT PRESSURE TREATED QUADRUPLE REFRIGERATOR REINFORCED REQUIRED RANGE ROUGH OPENING RISER ROUND ROD AND SHELF SOLID CORE SCHEMATIC SHELF SHEET SHOWER SIMILAR SINGLE HUNG STAINLESS STEEL STEEL STRUCTURAL SUSPENSION SLIDING GLASS DOOR SQUARE TREAD TOWELBAR TONGUE AND GROOVE TEMPERED TOP OF TOWELROD TRIPLE TYPICAL UNLESS NOTED OTHERWISE VERTICAL VERIFY LOCATION IN FIELD WASHER WITH WATER CLOSET WOOD WELD WIRE MESH WINDOW vnanlanT" Companies 90 Matawan Road LIEMatawan, NJ 07747 (732) 383-2200 EMERALD ES ELEVATION "B" 6803 BRANHAM MILL COURT ZEPHYRHILLS, FL 33542 LOT 046 TERMITE TREATMENT TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES.. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." RELEASE HISTORY AREATABULATION ELEVATION "B" 1 ST FLR A/C 968 SQ. FT. 2ND FLR A/C 1353 SQ. FT. TOTAL A/C 2321 SQ. FT. ENTRY 36 SQ. FT. GARAGE 386 SQ. FT. LANAI 120 SQ. FT. TOTAL U R F2863 SQ. FT. BUILDING DATA THESE PLANS HAVE BEEN PREPARED TO MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 7th Edition (2020) RESIDENTIAL w/ APPLICABLE SUPPLEMENTS OCCUPANCY: R3 BUILDING TYPE: VB SPRINKLED: NO DRAWING INDEX CS1 COVERSHEET & BUILDING DATA CS2 GENERAL NOTES A1.1 FIRST & SECOND FLOOR PLANS A2.1 FRONT & REAR ELEVATIONS A2.2 SIDE ELEVATIONS All 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 & SECOND FLOOR ELECTRICAL PLANS P1.1 SLAB PENETRATION PLAN S-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN S-1.2 SECOND FLOOR FRAMING PLAN S-1.3 ROOF FRAMING PLAN SD-1 FOUNDATION DETAILS SD-2 STRUCTURAL DETAILS SD-3 STRUCTURAL DETAILS PBSB-1 STRUCTURAL DETAILS MAR 2 2 2022 .l //. r,, \ l Y 1 1 a: 1 0, LL� wM LL �o ° � 0 > cc 1- cc ui U) 5- W a�wl- ILU)Wg =)cccrcc Y01-z �u-00(n zzzP:z CcgQ�� LuCLm _jcnoOU =)2ZLLU) q cz'^'' cQ is �z Pr �cri N. cz ¢ o 0 0 0 cis L) 1=0� O w� wA x� 0 Z � Now 0 J_ wA O cn w u m I w w O_ U G U 04 N 0 IxZ aaaa� COMMUNITY: LINKS AT ALUSA SPRINGS PLAN # 6102 RELEASED: 12/23/21 SHEET CS '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 OPENINGS AND PENETRATIONS THROUGH THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM 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 THE GARAGE SHALL BE IN ACCORDANCE WITH SECTIONS R302.5.1 THROUGH R302.5.3. 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 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 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES, EXCEPTIONS: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL 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. LOCATIONS NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED 2. THE USE OF A VOLUTE, TURNOUT, STARTING EASING OR STARTING NEWEL SHALL BE ALLOWED FLASHINGS 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 R308.4.5 GLAZING AND WET SURFACES OVER THE LOWEST TREAD. 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 GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN PROVIDED IN TABLE R903.2.1 OR IN DOORS. SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE R311.7.8.3 GRIP -SIZE COMPLIANCE WITH RAS 111. EXCEPTION: FLASHING IS NOT REQUIRED AT HIP AND RIDGE JUNCTIONS. 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 G DWELLING -GARAGE FIRE SEPARATIONARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL THE G ANY STANDING OR WALKING SURFACE SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. THIS GRASPABILITY. R903.2.3 MEMBRANE FLASHINGS COMPLY WITH SECTION R302.5. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R702.3.5. SHALL APPLY TO SINGLE GLAZING AND EACH PANE IN MULTIPLE GLAZING. 1. TYPE 1. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT ALL MEMBRANE FLASHING SHALL BE INSTALLED ACCORDING TO THE ROOF ASSEMBLY MANUFACTURER'S 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 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 COVERINGS TABLE R302.6 DWELLING -GARAGE SEPARATION INCHES (57 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 MM). 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 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: GYPSUM BOARD. GUARDS: 5. TWO LAYERS OF A REINFORCED SYNTHETIC UNDERLAYMENT THAT HAS A PRODUCT APPROVAL AS AN ALTERNATIVE TO UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II SHALL BE PERMITTED TO BE USED. FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX: R309.1 FLOOR SURFACE GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL. R312.1.1 WHERE REQUIRED SYNTHETIC UNDERLAYMENT SHALL HAVE A MINIMUM TEAR STRENGTH OF 15 LBF IN ACCORDANCE WITH ASTM D4533 AND A MINIMUM TENSILE STRENGTH OF 20 LBF/INCH IN ACCORDANCE WITH ASTM D5035, AND SHALL 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 THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO STAIRS RAMPS AND LANDING THAT ARE LOCATED � S, OCA MORE THAN 30 INCHES (762 MM) MEASURED SHALL BE INSTALLED AS FOLLOWS: APPLY A STRIP OF SYNTHETIC UNDERLAYMENT THAT IS HALF THE WIDTH 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. VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 24 INCHES (610 MM) HORIZONTALLY OF A FULL SHEET PARALLEL TO AND STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4. 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 EGRESS: SUCCESSIVE SHEETS HALF THE WIDTH OF A FULL SHEET PLUS THE WIDTH OF THE MANUFACTURER'S R302.10 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR INSULATION R312.1.2 HEIGHT REQUIRED GUARDS AT OPEN -SIDED WALKING SURFACES, INCLUDING STAIRS, PORCHES, BALCONIES OR SINGLE -PLY OVERLAP. END LAPS SHALL BE 6 INCHES AND SHALL BE OFFSET BY 6 FEET. SYNTHETIC UNDERLAYMENT SHALL BE ATTACHED TO A NAILABLE DECK WITH CORROSION -RESISTANT FASTENERS WITH A 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 CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES. EXCEPTIONS: UNDERLAYMENT SHALL BE ATTACHED USING ANNULAR RING OR DEFORMED SHANK NAILS WITH METAL OR 1. GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 34 INCHES (864 MM) PLASTIC CAPS WITH A NOMINAL CAP DIAMETER OF NOT LESS THAN 1 INCH. METAL CAPS ARE REQUIRED WHERE THE ULTIMATE DESIGN WIND SPEED, VULT, EQUALS OR EXCEEDS 170 MPH. METAL CAPS SHALL HAVE 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 REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED R905.2.4.1 WIND RESISTANCE OF ASPHALT SHINGLES (IF APPLICABLE) 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. ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTIONS R905.2.6 AND R905.2.6.1. PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM 1.1.VERTICALLY AT THE CEILING AND FLOOR LEVELS. WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. WINDOW OPENING CONTROL DEVICES EXCEPTIONS: THE I CLAY AND CONCRETE TILE THE INSTALLATION 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 RU INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF RI 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. ERE T 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 M1506.3. 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. UNIT SEPARATION. 2. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT M1502.4.5 DRYER DUCT LENGTH COMPLY WITH ASTM F2090. EXCEPTION: THE VAPOR RETARDER IS NOT REQUIRED FOR THE FOLLOWING: THE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE DETERMINED BY ONE OF THE METHODS 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. SPECIFIED IN SECTIONS M1502.4.5.1 THROUGH M1502.4.5.3. 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. STAIRWAYS: CARPORTS. 3. DRIVEWAYS, WALKS, PATIOS AND OTHER FLATWORK NOT LIKELY TO BE ENCLOSED AND HEATED AT THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET (10 668 MM) FROM THE CONNECTION TO THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUM 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 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 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 THE SIZE AND MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED BY THE DRYER 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 MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE CODE OFFICIAL SHALL BE PROVIDED WITH A COPY OF 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 THE INSTALLATION INSTRUCTIONS FOR THE MAKE AND MODEL OF THE DRYER AT THE CONCEALMENT 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 INSPECTION. IN THE ABSENCE OF FITTING EQUIVALENT LENGTH CALCULATIONS FROM THE CLOTHES DRYER MANUFACTURER, TABLE M1502.4.5.1 SHALL BE USED. 7. BATS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED MATERIALS R311.7.2 HEADROOM WITH THE MAN UFACTURE ROS 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 SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL R311.7.5.1 RISERS INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR BE PROVIDED IN FLOOR -CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: THE RISER HEIGHT SHALL BE NOT MORE THAN 73/4 INCHES (196 MM). THE RISER SHALL BE MEASURED MANUFACTURER FOR EACH WINDOW. ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT 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 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 PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE 21LOOR 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 TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE ARCHITECT, THE ARCHITECT SHALL NOT BE HELD 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. R311.7.5.2 TREADS 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 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 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 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 MAINTAINED. MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF SEALANT COMPLYING WITH AAMA 800 OR ASTM 0920 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 MM). WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE FOUNDATION INSPECTION NOTES: R308.4.1 GLAZING IN DOORS R311.7.5.3 NOSINGS EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED 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: EXCEPTIONS: NOSING PROJECTION NOT LESS THAN 3/4 INCH (19 MM) AND NOT MORE THAN 11/4 INCHES (32 MM) SHALL BE PROVIDED ON STAIRWAYS. THE GREATEST NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST 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 1. GLAZED OPENINGS OF A SIZE THROUGH WHICH A 3-INCH-DIAMETER SPHERE IS UNABLE TO PASS. DECORATIVE NOSING PROJECTION BY MORE THAN 3/8 INCH (9.5 MM) WITHIN A STAIRWAY. FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: STANDARDS. 2. CEMENT PLASTER FINISH OVER WOOD SUBSTRATE SHALL BE 7/8" THICK (3) COAT STUCCO OVER (2) 2. GLAZING LAYERS OF WATER RESISTANT BARRIERS IN ACCORDANCE WITH FLORIDA BUILDING CODE 7TH EDITION (2020) R308.4.2 GLAZING ADJACENT TO DOORS. EXCEPTION: A NOSING PROJECTION IS NOT REQUIRED WHERE THE TREAD DEPTH IS NOT LESS THAN 11 INCHES (279 MM). 1.1. THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR RESIDENTIAL, R703 AND ASTM C926. TEXTURE PER COMMUNITY GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TO 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 INCHES ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING R311.7.8 HANDRAILS HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH FLIGHT WITH FOUR OR MORE 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. CONDIONS: RISERS. AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT MECHANICAL AND HVAC: 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 1. WHERE THE GLAZING IS WITHIN 24 INCHES OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE R311.7.8.1 HEIGHT SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 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 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND 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 REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHERPROFESSIONAL. CLOSED POSITION AND WITHIN 24 INCHES OF THE HINGE SIDE OF AN IN -SWINGING DOOR. THAN 38 INCHES (965 MM). PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR 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 EXCEPTIONS: EXCEPTIONS: 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. 1. DECORATIVE GLAZING. 1. THE USE OF A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED OVER THE LOWEST FMA/AAMA/WDMA 400. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING 2. WHERE THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR TREAD. 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 AND THE GLAZING. 2. WHERE HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE CONTINUOUS TRANSITION STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 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. INCHES (76 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY WITH SECTION R308.4.3. 4. GLAZING THAT IS ADJACENT TO THE FIXED PANEL OF PATIO DOORS. 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 INSTALLATION INSTRUCTIONS. PERMITTED TO EXCEED 38 INCHES (956 MM). WOOD -FRAME CONSTRUCTION. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN 6. AT WALL AND ROOF INTERSECTIONS. AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. cc LLI cc Lu �001=- > cc: QO W C) cr F- W p Q=)WI- JU)LLI- W 06zZ�W W Q a �U) 0U �2ZLL(_n H Qo Z p a n Q o Q H 0 w U Imm O 0 im Z 0 O w 0 11Z tn w w a w w Z O i i i a u C T CV O N IV .p, 0 0 co I \ \ A5.1 I \ ` ROOF BELOW \35'-0" ✓ I I y I 22'-2111 I i 9'-411 31-`♦C7711 n n�r�r r♦ w/�nvl 1/� nn"..nn" 'AP♦[7V1 "3050 SH "3050 SH '"3050 SH (36"X60" EGRESS (36"X60" EGRESS) (36"X60" EGRESS) 5'-711 15'-7" 9'-0" 4'-10" 0 ROOF BELOW I I 1 1 35'-011 L_._®._—__— I SECOND FLOOR PLAN SCALE: 1/4"=1'-0" I i co O N L u FIRST FLOOR PLAN SCALE: 1/4"=1'-0" I LEGEND SYMBOLS A BUILDING/WALL SECTION MARKER ® INTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE d27 ELEVATION STEP BRKX FLOORING BREAK WALL TYPES 2x WOOD/STEEL FRAMED PARTITION INTERIOR PARTITION w/ INSULATION CMU WALL CMU WALL w/ FURRING & INSULATION NOTE: INTERIOR WALLS ARE DRAWN TO ROUGH DIMENSIONS STAIR DIAGRAM IJ STAIR CALCS. A5.1 FLOOR TO FLOOR HEIGHT 10'-2 3/4" CONVERTED TO INCHES 122 3/4" TOTAL NUMBER OF RISERS 16 TYP. RISER HEIGHT 7 11/16" TREAD DEPTH 1011 NOSING I SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL SOLID SURFACE BRACKETSPACED (� FOR COUNTERTOP OVE6RHANGS GREATER THAN 10" TOP PLATE 2x4 STUD WALL 1'-2" MAX SEE PLANS FOR WALL LAYOUT = 1/2" GYP. [BASE CABINET AS ^; BD. PER SHOP DWG"j FV WD.BAS r MOLDING FINISH FLOOR FINISH If OOR� rSUBFLOOR 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 B INTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. MAR 2 2 2022 `\e\\\e\\\1 11 fI rtloe�,af� ® of Al- lz w T CC wz0= O F- >oWC¢0 LU F- QLU JU)wg 5Ircr-Cc °dZzFw J Q�Z wn-2�a W O _Q �F-QZo cz''~ i36 1 F- O .9 Q Q a o OO O O O Q Z c� p Z O u w Ln 0 I cn 1=0 w U) A � mj 9 LLM w 2 w 0 R U) w G 0� �o lz Z <1 COMMUNITY: UNKS AT CAL SA SPRINGS PLAN # 6102 RELEASED: 12/23/21 SHEET A 1 1 9 WINDOW TRIM DETAIL SCALE: 3/4"=1'-0" 2 WINDOW SILL DETAIL SCALE: 3/4"=1'-0" T� in N 1'-10" SCORED RAISED BAND FOAM PANEL DETAIL SCALE: 3/4"=1'-0" ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 12 5 5:12 0 12 5 (2)3068 35 SH FIN. FLR. BLDG. HEIGHT 22"x38" DECORATIVE FOAM - PANEL DETAIL ROOF SHINGLES PER - COMMUNITY SPECS (TYP.) 4" WIDE STUCCO BAND (+1) - �T.O. WALL _ _ 6" FASCIA - �T O. WINDOW 18" DECORATIVE FOAM - SHUTTERS 4 WIDE STUCCO BAND (+1) - - 6:12 ROOF SHINGLES PER - � AN 1 COMMUNITY SPECS (TYP.) 4" WIDE STUCCO BAND (+1) - T.O.2ND FL T T.O. MASONRY bD (--- r T.O. WINDOW 4" WIDE STUCCO BAND (+1) - 12x12 COLUMN - 0o co ti REAR ELEVATION SCALE: 1 /4"=1'-0" 5:12 0 12 5 12 12 5 5N rL 3 12 5 Y I� '5 ) E E Ci *3050 S 12 CJ *3050 SH CV 6 T.O.2ND FL cV 4 *25 SH FIN. FLR. *3050 SH Q� 100 !�El M =1 m E� E7 [77 El F7 M El El El D 3068 FRONT ELEVATION SCALE: 1 /4"=1'-0" � Imo, I�� Imo' ICI ICI ICI ICI ��I i 16070 GARAGE DOOR ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 4" WIDE STUCCO BAND (+1) 6" FASCIA 4" WIDE STUCCO BAND (+1) 18" DECORATIVE FOAM SHUTTERS 4" WIDE STUCCO BAND (+1) 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) SHUTTER DETAIL SCALE: 3/4"=1'-0" SQUARE COLUMN DETAIL SCALE: 3/4"=1'-0" W � � 2uj ujZO� 0 Wccao =)pF- CC P W o m cc J cn W W :D cccc cc Z p W z z ga<Z Wn-2cra ?CQ000 < K 0 §Z H U) z O 0 O � Ne U o w w O w o a cn cu w ❑ z o x w LLW 2 w O E U) W Z O � O lzZ a CNN' t N ©_ N ���� OF - s �. NAL COMMUNI UNKSATCALLISA SPRINGS PLAN # 6102 RELEASED: 12/23/21 SHEEP A2. I z w z O 0 z w r- F- O 2 H w z z a cc 0 2 cc 0 z a z z H w > c w c w 2 o z a Z a z Y III LEFT ELEVATION SCALE: 1/4"=1'-0" 1 5:12 I 0 I 9"I J 6" RIGHT ELEVATION SCALE: 1/4"=1'-0" 12 5 5:12 0 12 onnr cuin[r-li CC or-o ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 1'-0" 5:12 0 12 5 FIN. FLR. PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE '?-�• f;;;K�i:';�' 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) Ir W J H W WZO� w �ZO >oCQO WIC) — cc ul0 Q 0 W J cn W W 5IYcr-IY °tfZZ�W W EL Q a _ Cr— 3 00U O=Zu-cn H Q Z D o G n Q o 0 � Q Q 0 0 0 0 o w w 0 ma w cn A w _ U) D w w O R U) W G U) Z O� r)" �zaaaaa G COMMUNITY; UNKS AT CALUSA SPRINGS PLAN # 6102 RELEASED: 12/23/21 j SHEET A2.2 z r n z r n g L n L L n z r n L .0 n .0 z n r s- r Li L r L r z 2 v V 6:12 7.9 ROOF PLAN SCALE: 1 /4"=1'-0" LOWER ROOF ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 120 SQ. FT. i IS SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SO. IN. / LF. I 18 LF. R806.2:THE MINIMUM NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE VENTED SPACE. UPPER ROOF ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 1353 SQ. FT. 649 SQ. IN. UPPER VENT 40% NET VENT MIN. 260 SQ. IN. UPPER VENT 50% NET VENT MAX. 325 SQ. IN. UPPER VENTS REQUIRED 48" TAMCO OFF -RIDGE VENT (138 SI NET FREE) 2 VENTS NET FREE AREA UPPER ROOF VENTING 276 SQ. IN. NET FREE AREA SOFFIT VENTING 373 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SO. IN. / LF. 57 LF. NOTE: LOCATE RIDGE VENTS 2'-0" OFF ALL HIPS RIDGES OR VALLEYS, MIN., TYP. R806.2:THE MINIMUM NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. UNDERLAYMENT APPLICATIONS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.1.1 FOR ASPHALT SHINGLES REFERENCE TO SECTION R905.2 FOR TILE ROOFING REFERENCE TO SECTION R905.3 MAR 2 2 2022 10i 1 I flr,�� fir OF P.- It W _ CC �OOF— >cCQO W::)0I- c�UWw aZ)w�_ JU)wLu cr_ Zz°W � CL Q � J L mcr- � U) 0 0O Cl) � P < 9 � Q cz c � C n O � Q Q 2 0 0 u Z 0 (L 0 o o 0 m U) w 0 w w 0 a� U) W C3 In 0 4 � o ci aaaaa Z COMMUNITY: LINKSCA SA SPRINGS PLAN # 6102 RELEASED: 12/a/21 SHEET A3. I Z cl 06 Z g IL U) W 1 X8 CAP (RIPPED) CASING N BY SPEC T ih GYP. BD. 2X4 KNEEWALL- 4 1X SKIRT BOARD BASE BOARD PER SPEC. 2X4 SPACER 1A DETAIL SCALE: N.T.S. 1A 1 X8 CAP (RIPPED) CASING BY SPEC. GYP. BD. 2X4 KNEEV BASE BOAT PER SPEC. F STAIR STRINGER 2X4 SPACER BESIDE STRINGER 1X SKIRT BOARD SKIRT BOARD / CURB DETAIL SCALE: 1 "= 1'-0" SKIRTBOAI PER SPEC, KNEEWALL DETAIL SCALE: 1"= 1'-0" AT FOOT OF STAIR STAIR SECTION SCALE: 1 /2"=1'-0" ?022 \rx-� G. Fri, i OF A1.�\\\\ 0/111111110 IY w wZ0= O>- N wo a0 p H a LuF- � w L w gw C Ir It m cc 06 ZZ°W waQcca �W000 D=ZLLW �HQ?Pr- a 0 O � Q Q 0 0 OI� Im 2 w o ,o, cb o w U La �..q A w w O U) W G w 04 r� o lzZ aaaaa COMMUNITY: UNKSAMINT SPRINGS PLAN # 6102 RELEASED: 12/23/21 SHEET A4. I N ROOF SHINGLES PER COMMUNITY 12 12 SPECS. (TYP.) 5 � � 5 I PRE-ENG. ROOF TRUSSES (SEE �— FRAMING SHEET FOR DETAILS) INSULATION PER ENERGY CALCS. T.O. WALL ;-T.O. WDW ----- EXTERIOR WALL BATT. INSULATION o - SEE ENERGY CALCS a0 CV 1 � T.O. 2ND FL Ak T.O.M. ap----------- T.O. WDW / LOFT GREAT ROOM 0 1 nuv i vnr%L. vnMVINUO, i t r. BUILDING SECTION I MECH SCALE: 1 /4"=l'-0" Q 42" LOW WALL CL 12 5 HALL \ PTRY MAR 2 2 2022 .441 1 � • s' • .4Z • OF W CC Lu wz0= 0 >o ao III ::)0l— CCF-wo QZ)Lw w W J W It Ir c,aZZW F- wLm:cc D p O U =ZLL 0 Z H Qcz cz I.L. Q d^ Z44v Q O O �¢ a 0 0 0 u O o m t� w 0 o Z A U w w w 0 R U W G 0a via �Z aaaaa COMMUNITY: UNKSATCALUSA SPRINGS PLAN # 6102 RELEASED: 12✓23121 SHEET AS* I SEE ROOF PLAN SOFFIT AT RAKE (BEYOND) REFER TO PLANS FINISH PER PLAN == 7/8 STUCCO OVER LATH W/ 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB _ (OR APPROVED EQUAL) BENT METAL FLASHING -= - REFER TO "L" FLASHING DETAIL M �, 2X LEDGER BOARD lit gk TOP OF PLATE (REFER TO ELEV.) INSULATION AS 2X ALUM WRAPPED FASCIA PER SPECS. BD. WALUM DRIP EDGE PRE-ENGINEERED SOFFIT INSTALLED PER GABLE END ROOF MANUF. SPECS TRUSS - REFER TO 2X PT BLOCKING STRUCTURALS HURRICANE STRAP - REFER TO 1/2" (MIN.) CLG. BD. STRUCTURALS TYP. HIPPED PENT ROOF DETAIL SCALE: 1 /2" = l'-O" 2-STORY - FRAMED WALL 12 SEE ROOF � PLAN INSULATION PER - COMMUNITY SPEC. SEE ENERGY CALCS. 1/2" (MIN.) CLG. BD. WINDOW PER PLAN PROVIDE BATT INSUL. — PER ENERGY CALCS. PRE-ENGINEERED FLOOR TRUSSES w/ 3/4" SUBFLOOR SCREWED AND GLUED - REFER TO STRUCTURAL DRAWINGS FOR SIZE AND ORIENTATION 1/2" (MIN.) CLG. BD. DRAFTSTOPPING AS PER R302.12 WHEN CONCEALED SPACE EXCEEDS 1,000SF lx6 PT DRAPE BLKG ABOVE WINDOWS IN IkiI11190TA a =10 a I,li SOLID SURFACE CAULKED @ WINDOW 1/2" GYP. BD. OVER RADIANT BARRIER INSULATION (R-4.1) ATTACHED TO ix2 PT. FURRING @ 24" O.C. BASE BOARD 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 i Y(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 ROOF HURRICANE STRAP - REFER TO TRUSS - REFER TO STRUCTURALS STRUCTURALS TYP. PENT ROOF DETAIL SCALE: 1/2" = V-0" ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER R905.1.1.1 (SEE SHEET CS2) OR CONCRETE TILE W/ SELF ADHERED MEMBRANE UNDERLAYMENT 60 MIL. OR EQUAL PRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO ' STRUCTURAL. \ \ L TOP OF WALL ' Y(REFER TO ELEV.) S E 2X ALUM WRAPPED FASCIA BD. w/ALUM DRIP EDGE EL . \SOFFIT INSTALLED PER MANUF. SPECS : 2X PT BLOCKING HEADER PER STRUCTURALS �—EXTERIOR FRAMED WALL THICKNESS PER PLAN 7/8 STUCCO OVER LATH W/ 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) WALL SHEATHING PER �- STRUCTURALPLANS TOP OF FLOOR (REFER TO ELEV.) MID -WALL WEEP SCREED/EXPANSION JOINT TOP OF CMU (REFER TO ELEV.) TOP OF WINDOW (REFER TO ELEV.) SEE STRUCTURAL DRAWINGS PRECAST WIN. SILL •8" CMU BLOCK w/ CEMENTITIOUS FINISH SLOPE GRADE AWAY FROM HOUSE Ilk 0'-0" FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. 2-STORY WALL SECTION 2-STORY - FRAMED WALL 12 SEE ROOF PLAN was INSULATION PER — COMMUNITY SPEC. SEE ENERGY CALCS. 1/2" (MIN.) CLG. BD. - lx PT DRAPE BLKG - ABOVE WINDOWS 1/2" G.W.B. WINDOW PER PLAN SOLID SURFACE CAULKED @ WINDOW 1/2" GYP. BD. OVER RADIANT BARRIER INSULATION (R-4.1) ATTACHED TO ix2 PT. FURRING @ 24" O.C. BASE BOARD 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 2X LEDGER BOARD TOP OF C.M.U. \AF(R TO ELEV.) INSULATION AS E 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 STRUCTURALS TYP. HIPPED PENT ROOF DETAIL SCALE: 1/2" = l'-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) zi OR CONCRETE TILE W/ SELF ADHERED MEMBRANE UNDERLAYMENT 60 MIL. OR EQUAL PRE-ENGINEERED ROOF �- TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END �OF TRUSS - REFER TO STRUCTURAL. )EE TOP OF C.M.U. (REFER TO ELEV.) 2x6 ALUM WRAPPED FASCIA . BD. w/ALUM DRIP EDGE SOFFIT INSTALLED PER MANUF. SPECS 2X PT BLOCKING SEE STRUCTURAL PLAN PRECAST WIN. SILL SLOPE GRADE AWAY FROM HOUSE 0'-0" FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. 1-STORY WALL WINDOW SCALE: 1/2" = l'-O" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS PROVIDE 2X4 FRAMED ENCLOSURE FOR ELECTRICAL PANEL, FINISH W/ J" GYPSUM BOARD ELECTRIC METER----________, LOCATION - SEE PLANS. VERIFY INSTALLATION IN FIELD STUCCO FINISH EXTERIOR \� CMU BLOCK WALL GYPSUM - GYPSUM BOARD BOARD Z g 3 1/2" a. GYPS cc uj GARAGE a BOARD NICHE FO ELECTRIC PANEL & WIRING N ELECTRICAL co PANEL ELECTRIC PANEL N tO EXTERIOF CD CMU BLO( WALL CONCRETE N CONCRET CURB REFER CURB REF TO PLANS TO PLANS CONCRETE °d SLAB ON GRADE GRADE AT GARAGE FLOOR ELECTRICAL PANEL NICHE AT CMU BLOCK WALL SCALE: 1/2" = l'-O" 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 TOP OF C.M.U. (REFER TO ELEV.) INSULATION AS 2X ALUM WRAPPED FASCIA PER SPECS. BD. w/ALUM DRIP EDGE 1/2" (MIN.) CLG. BD.SOFFIT INSTALLED PER jFHURRICANE MANUF. SPECS PRE-ENGINEERED 2X PT BLOCKING GABLE END ROOF STRAP - REFER TO TRUSS - REFER TOSTRUCTURALS STRUCTURALS MASONRY LINTEL - REFER TO STRUCTURALS TYP. PENT ROOF DETAIL SCALE: 1/2" = l'-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 �SEEROOF � PLAN 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. Z OIL TOP OF C.M.U. ' (REFER TO ELEV.) 2x6 ALUM WRAPPED FASCIA EE BD. WALUM DRIP EDGE E V. 1/2" (MIN.) ----- CLG. BD. SOFFIT INSTALLED PER (J" TYPE 'X' GYP. BD. MANUF. SPECS TO BE PROVIDED WHEN LIVING SPACE 2X PT BLOCKING IS ABOVE GARAGE) SEE STRUCTURAL JA_<< EXPANSION JOINT GARAGE SLAB, DRIVEWAY PER COMMUNITY SEE STRUCTURAL 4 SPECS PLANS SLOPE SLOPEob 0. -019 FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS WALL SECTION 0 GARAGE DOOR SCALE: 1/2" = l'-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 Y(REFER TO ELEV.) INSULATION AS PER SPECS. 2X ALUM WRAPPED FASCIA 1/2" (MIN.) CLG. BD. BD. w/ALUM DRIP EDGE PRE-ENGINEERED SOFFIT AS PER SPECS. GABLE END ROOF TRUSS - REFER TO MASONRY LINTEL, SEE STRUCTURALS STRUCTURALS TYP. GABLE END DETAIL SCALE: 1/2" = l'-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 PLAN PRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. TOP OF C.M.U. (REFER TO ELEV.) 2x6 ALUM WRAPPED FASCIA 1/2" EXTERIOR SOFFIT EE BD. WALUM DRIP EDGE BD. W/ KNOCKDOWN PLASTER FINISH SEE STRUCTURAL — PLANS SLOPE SOFFIT INSTALLED PER MANUF. SPECS 2X PT BLOCKING 8" CMU BLOCK W/ CEMENTITIOUS FINISH SLOPE GRADE AWAY FROM HOUSE h 0'-0" FIN. FL. �— FOUNDATION PER STRUCTURAL DRAWINGS TYP. CMU COLUMN 0 LANAI/PORCH SCALE: 1/2" = l'-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" = V-O" NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION N% I?e � /?022 OF cc W }2CC � 0 >— w o <0 p III Er U) ? H W J C/) W W ir Ir Iz Y 0 H Z ,SLL000(n Z Z Z ~ Z °Cga�J Wax: - -i�oOV m = Z LL cn a 0 t n �v Q o O �Q Q 0 0 o I•i mi im z w Qr■mill o"No U = w a u� U) w z A w w Z i i i lz U i ui I I I I Z 0 I I i f i G Z aaaaa I i c c c c i t c L t o COMMUNITY: UNKSATCALSA c SPRINGS10 PLAN # 6102 L RELEASED: 12/23/21 i SHEET A*5•21 C 0 C u L C L C u _C t 2X FRAMING FLOOR BARRICADE PLUS WRB SHEATHING PER (OR APPROVED EQUAL) SPEC. RIM BOARD REFER TO STRUCT DWGS. 60 MIN. GRADE D PAPER BACKED 1 LATH WALL �c_ SHEATHING � ./ �--� 7/8" 3-COAT STUCCO j > SHEATHING j FLUSH WITH T BLOCK WALL MID -WALL WEEP SCREED/EXPANSION I JOINT 6" SELF ADHERED FLASHIN 5/8" CEMENTITIOU COATING BUILDING FELT ON TOP OF CONC. BLOCK UNDERFLOOR MAINTAIN 1/8" GAP - MEMBERS BETWEEN SHEATHING ' TYPICAL AT ALL WOOD CONCRETE AND TOP OF BLOCK TO MASONRY BLOCK WALL TRANSITIONS i EXPANSION JOINT (EJ) AT FRAME & MASONRY SCALE: 1/2" = 1'-0" PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH @ 9" O.C. MAX. (VERT.) NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ 8" LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED @ 7" O.C. MAX. VERTICALLY LATH SHALL NOT BE BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE PER ASTM C1063 7.10.1.4 TYPICAL STUDS TYPE "M" CONTROL JOINT (CJ "L" FLASHING SCALE: N.T.S. 8" THICK, 3 COAT CEMENT PLASTER 60 MIN. GRADE D PAPER BACKED LATH APPROVED METAL LATH FASTENED @ 7' (VERY.) 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 NOTE: 1. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO BE NO. 18 - 0.0475" WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION TO WALL STUDS REQUIRED PER PLAN 'VOOD SHEATHING 0 MIN. GRADE D PAPER BACKED ATH OVER BARRICADE PLUS WRB DR APPROVED EQUAL) " THICK, 3 COAT CEMENT PLASTER iT�_1�A�t�J AP WRB & TAPE OVER ROOF/WALL 'PCREED �X5 "L" TYPE CONTINUOUS GALV. IIETAL FLASHING (NAIL TO ROOF )ECK, NOT WALL SHEATHING) INDERLAYMENT PER CODE ;AP SHINGLE - DO NOT NAIL, gSTALL WITH ROOF CEMENT IOOF CEMENT iHINGLE ROOFING WOOD SHEATHIP'^ BARRICADE PLUS WF (OR APPROVED EQUA LAP SIDING (PER BUILDE MIN. LAP (PER MANUF. SPEC STARTER STRIP (PER MANUF. SPEC MIN. CLEARANCE (PER MANUF. SPEC 5X5 "L" TYPE CONTINUOUS GAL METAL FLASHING (NAIL TO ROOF DEC NOT WALL SHEATHIN, UNDERLAYMENT PER CO[ CAP SHINGLE - DO NOT NAIL, INSTAI WITH ROOF CEMEl' ROOF CEMEP SHINGLE ROOFI� "L" FLASHING -SIDING SCALE: N.T.S. 8" THICK, 3 COAT CEMENT PLASTER 60 MIN. GRADE D PAPER BACKED LATH BARRICADE PLUS WRB (OR APPROVED EQUAL) WRAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1-1/2" ABOVE SHINGLES ROOF/WALL SCREED 5X5 WALL FLASHING KICK -OUT FLASHING (SEE DTL. BELOW) FELT UNDERLAYMENT AS REQ'D BY CODE SHINGLE ROOFING — FASCIA WRAP DRIP EDGE: OVERLAP 3", EXTEND BELOW SHEATHING, MECH. FASTEN 4" O.C. MAX. KICKOUT DETAIL SCALE: N.T.S. BARRICADE PLUS WRB (OR APPROVED EQUAL) WOOD SHEATHING WOOD CONSTRUCTION 60 MIN. GRADE D PAPER BACKED LATH METAL LATH s" MID -WALL WEEP SCREED 6" SELF-ADHESIVE FLASHING 8" THICK, 3 COAT CEMENT PLASTER HORIZONTAL WEEP SCREED SCALE: N.T.S. STEP 1 STEP 2 0 FOLD FOLD @ FOLD INWARD @ PT. A STEP 3 ©© FOLD @ 770 FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C 0 FOLD INWARD @ PT. A CREASE @ PT. B STEP 4 WATERTIGHT SEAL. FOLD. DO NOT CUT. BOTTOM FLANGE FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C FOLD PT. C OVER PT. B TILL PT. C TOUCHES BOTTOM FLANGE W cr- Ill WZF— O= O y. >cc¢O W =)cn H 3:F- W Q =af cc J U) W W cr_Dr �1QHZ LL O O cn ZZZcr �z J Q � J W IL 2 IY �U)000 = Z LL (n ¢?o �� QQ O � Q a U) o wi o O 'Q w o A 0 0-i uIm z w o LLO O O 0 W.j m U) a w a w A � 9w Tt w 0 R U W 0 0� �o COMMUNITY: LIN CS A CALU A SPRINGS PLAN # 6102 RELEASED; 12/23l21 SHEET WP I f SARAICAp�crna 1 n BARRICADErM BARRICADEr^^ tM BARRICADE tM BARRICADE BA�A�CADErM tM BA � ICADE AA/CADErM BARR Start 2-3 feet from a corner. Wrap around corner and continue nailing or stapling as you move around the house. Use fasteners that are long enough to penetrate into the stud or nail base material. BARRICADETM BARRICADErM BARRICADETM BARRICADETM BARRICADErM BARRICADErM BARRICADETM BARRICADETM BARRICADErM BARRICADETM BARRICADErM ?)2 Secure BarricadeTM Plus firmly in place by fastening it every 12"-18" along the vertical studs using large -headed or plastic cap nails or minimum 1 " crown staples. You may install it over wood based, foam insulative, or fiberboard sheathing or exterior gypsum board. ARRICADETM BARRICADETM I ARRICADETM I BARRICADETM BARRICADETM / Fold the three flaps in through the opening, fastening them inside with staples set about every 6". Fold top flap up and tape temporarily as shown. Other Important Details: • Install building wrap "shingle -lap" fashion (with the higher piece lapped over the outside of the piece below). • All horizontal overlaps of building wrap should be at least 4" and vertical overlaps should at least be 6". WRB INSTALLATION SCALE: N.T.S. BARRICADETM BARRICADETM BARRICADETM BARRICADETM BARRICADETM 5 Install the bottom flashing over the wrap. Note: Barricade Building Products recommends the use of flashing material, such as OptiFlash® or Contour° premium butyl rubber flashing, that meets or exceeds Federal Specification UU-B-790a, Grade A and is minimum 6" in width. • At roof sections, be careful to lap the building wrap over the entire top of any step flashed areas against the wall. • Around exterior doors, follow the same flashing procedures as indicated in steps 5 and 6 for windows. t BARRICADETM BARRICADETM BARRICADETM 3 Make an inverted "Y" cut in the wrap at window rough opening. Make diagonal cuts at the top of the rough opening corners. BARRICADETM BARRICADETM BARRICADETM Example 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) D� I SEAL EDGE OF P.T. WOOD BUCK TO MASONRY :BARRICADETM rM I BARRICADE j i :6) Install window. Flashing details around window: A Install side flashing over side window flanges. g Install head flashing over the top window flange and extend it out 3"-4" over the side flashings. C Bottom window flange should be over flashing, installed in Step 5. D Remove temporary tape from top building wrap flap and apply over installed head flashing. Note: Windows must be installed in accordance with manufacturer's recommended installation procedures. EXTERIOR CMU WALL 1) PROTECTO WRAP LWM200 OR SIMILAR ON WINDOW SILL, JAMBS AND HEAD. APPLY AROUND CORNER AND EXTEND 6" ALL AROUND THE EDGES OF THE WALL PRECAST SILL 2) SET P.T. WOOD BUCK OVER CMU WATERPROOFING IN URETHANE SEALANT. FASTEN PER PRODUCT APPROVALS. 3) APPLY LIQUID WATERPROOFING MEMBRANE OVER THE TOP AND EXTERIOR FACE OF BUCK AND SILL 4) INSTALL WINDOW OR DOOR. FASTEN PER PRODUCT APPROVALS AND SEAL WINDOW OR DOOR FRAME TO P.T. WOOD BUCK AND MASONRY CMU OPENING WATERPROOFING SCALE: N.T.S. • Barricade Flash Right SBS Window & Door Flashing Tape • Barricade Sill Corners • Barricade Conform Stretchable Flashing 0 U BARRICADErM m BARRICADErM eg99ic F� BARRICADETM WOOD OPENING WATERPROOFING SCALE: N.T.S. BARRICADETM MAR 2 2 202� fillri111E,� 0= W 2 CC �001=- 5;E<0 UJ Lo LU 0 � U Uj < W — =o�c�Q Z) °_ Y O H Z ,6U_00co Z Z Z ~ Z rr Q Q J LLI cc U p O U = Z Ii (n �I-Qzp C OM C O Q o 0 r...i w U Q 0 m Z o � o 0 O I a I w w w ]0 0. a W 0 tn Z o!� w WZ aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6102 RELEASED: 12/23/21 SHEET WP2 z 0 z w Z 0 x } _ w _ _ 0 Z _ 2 �n _ z r J J) _ x X _ Z Q Z Q Z O SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4"=1'-0" FIRST FI nnR FI FC;TRIC;AI PI AN SCALE: 1 /4"=1'-0" 20 AMP DED. OUTLET FOR MICROWAVE RANGE 2" PVC CONDUIT 2-2/0 COPPER 1 -1 /0 COPPER �o CONCRETE ENCASED GROUNDED ELECTRODE i ii1 ELECTRICAL RISER DIAGRAM NOT TO SCALE ELECTRICAL KEY 0 DUPLEX CONVENIENCE OUTLET �ft WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET USB COMBO OUTLET WALL SWITCH e THREE-WAY SWITCH FOUR-WAY SWITCH KEYLESS LIGHT FIXTURE -�- CEILING MOUNTED LED LIGHT FIXTURE - WALL MOUNTED INCANDESCENT LIGHT FIXTURE 00 VAPOR PROOF LIGHT FIXTURE +.0LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE f) EXHAUST FAN p EXHAUST FAN/LIGHT COMBINATION ® CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) ® COMBINATION SMOKE / CO2 DETECTOR ® SMOKE DETECTOR �4 TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) ml ELECTRIC METER ME: ELECTRIC PANEL __mbL_ DISCONNECT SWITCH Q JUNCTION BOX �- STANDARD ELECTRICAL LINE NOTES: 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AND ARC FAULT CIRCUIT INTERRUPTERS (AFCI) PER 2017 NEC 210.12 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR: SWITCHES ........... 42" OUTLETS.............14" ABOVE COUNTER OUTLETS ...... 46" TELEPHONE ......... 14" TELEVISION .......... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4.OUTLET AND LIGHTING RECEPTACLES FOR ALL DWELLING ROOMS, WITH THE EXCEPTION OF KITCHENS, BATHROOMS, AND GARAGES, SHALL REQUIRE AFCI PROTECTION. 5. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH 2O17 NFPA 70, FLORIDA RESIDENTIAL CODE 2020, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 6. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. 7. CIRCUIT NUMBERS ARE FOR REFERENCE ONLY. 8. LUMINIAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF 2017 NEC 410.16(A) & (B) 9. RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED 10. A MIN OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS 11. GFCI DEVICES SHALL BE READILY ACCESSIBLE 12. REFER TO ENERGY CALCULATIONS FOR ADDITIONAL INFORMATION. 13. PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN COMPLIANCE WITH NEC 110.26. 14. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE Ir w CC �Z0= �0>.P >owcQO wo1-- cc Q = � w wQ CL J w `J � m m It ,aLLoocf) ZZZF:z cc �Qm� wa=IYLL _3cl)a00 2 Z w W c 0 G n 0 a o U) 0Z U 0 Aa 0� U U W� 0 W x ct$ u w fmo W U)j A a w w W W O_ rL U) W zw O us Z kkld< COMMUNITY: LINT CALU A SPRINGS PLAN # 6102 RELEASED: 12/23/21 SHEET Elel a N SLAB PENETRATION PLAN SCALE: 1 /4"=1'-0" OC W >- 2 Cr. �OOF- > cc 0 p H- Q�UJ W J c/) Lu ::)cccr-IY Y 0 I- Z ,5LL00U) Z 4Z4 Z ~ z_ W d=OC(L � U) 0 0 = Z tL (n H Q Z p cz''� ' --m cz c tot O �¢ H O O O Z Oh4 0=0 U O Im z w 0 Z wa O (Lmi U) w A � w w O W 0 O� �o �Z aaaaa i i COMMUNITY: LINKS AT CA SA SPRINGS PLAN # 6102 RELEASED: 12/28/21 SHEET i P 1 `I . w MASONRY LINTEL ASSEMBLIES 5EE 5GHEIA LE AND 5PEGIFIGATION5 FOR AWL INFO rr--1, MIN (1)GOURSE/BOND L4J I BEAM ABOVE LINTS MIN. p) COUR5E/BOND I L4J i BEAM ABOVE LINTEL GROUT 6ROUT BOTTOM REINF. PRECAST LINTEL. W EMBEDDED REINF. MB- I PREGAST LINTEL W EMBEDDED REINF. MB-2 TOP COURSE, IF m I LQJ I R-OD PER ARCH. TOP COURSE, IF I L4J I -� REQb PER ARCH. TOP RELINE. OR GONT.BEAM GONT' BM BOND BEAM REINF. DI to RELINE. AS REGtb 6POUT 6ROUT BOTTOM REINF. M� BOTTOM RELINE. PRE-GAST LINTEL W . PRECAST LINTEL pI EMBEDDED REINF. EMBEDDED RELINE.. MB-3 MB-3 � MB-4 MASONRY LINTEL DETAILS REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT ME -I SFS-OB/OT ----- ----- MB-2 8F8-IB/OT ----- (1) #5 143-3 8FI6-IBAT (u #5 (I) #5 MB-4 8RFI4-I13 ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S CONCRETE. NOTE- 5-1. ALL LINTEL5 w/ 5PAN5 GREATER THAN 14'-0" 5HALL BE PRE5TRE55E1?. 2. 5HORE FILLED LINTELS A5 REQURIED. 3. ALL LINTEL5 5HALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORCEMENT 5HALL BE GRADE 60, fy=60 k51 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM SIZE REQUIRED BY DE516N. 1. ALL LINTEL5 ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW SHEET L 15T INDEX 5HEET OE5GRIPTION 5HEET TITLE 5-0.0 5TRUGTURAL NOTES F-1.0 5LAB PLAN F-2.0 BLOCK PLAN 5-1.2 5EGONO FLOOR FRAMIN6 PLAN 5-1.3 ROOF FRAMIN6 PLAN 50-1 FOUNDATION DETAIL5 50-2 5TRUGTURAL DETAIL5 50-3 5TRUGTURAL DETAIL5 P6513-1 5TRUGTURAL DETAIL5 6ENERAIL STRUCTURAL NOTES FOUNDATION • OE516N 15 BA5ED ON 7th EDITION (2020) FLORIDA BUILDING CODE. • FOOTIN6 OE516N - THE5E FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARIN6 GAPAGITY OF 1,500 P5F. • ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT N/ CONCRETE OR MA50NRY FOUNDATION SHALL BE PRE5ERVATIVE TREATED 5OUTHERN PINE #2. • FA5TEN PARTITION WALL5 TO SLAB WITH Y4" DIA. x 23/4" LONG TAPGON5 a 52" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, IT MAX. FROM PLATE ENO5. • BUILDER TO VERIFY GORRO51ON-RE515TANGE COMPATIBILITY OF HARDWARE $ FA5TENER5 IN CONTACT w/ PRE5ERVATIVE-TREATED WOOD. CONTACT LUMBER 8 HARDWARE 5UPPLIER5 TO GOORD. • CONCRETE DESIGN BA5EO ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWIN6 MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAY5, U.N.O.: f'c = 2,500 p5i:....... FOOTIN65 2,500 psi:....... 5LA65 ON GRADE (INTERIOR $ EXTERIOR) fy = 60,000 PSI ...... REBAR • ALL CONCRETE EXP05ED TO THE WEATHER 5HALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 5HALL BEAR AT LEAST 12" BELOW FIN15H 6RADE. • FOOTIN65 AND 5LAB5 ON 6RADE 5HALL BEAR ON GLEAN, FIRM VIRC71N 501L OR GLEAN FILL COMPACTED TO A q5% PROCTOR VALUE • MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT 5HALL BE 48 BAR DIA. • HOOK5 5HALL BE PROVIDED AT 015GONTIN0005 END OF REINF. • GROUT 5HALL BE A5TM G416 F'c=3000 P51 w/ MAX 3/8" A66RE6ATE • CONCRETE MASONRY UNITS 5HALL BE A5TM GqO KITH A MINIMUM GOMPRE551VE STRENGTH OF MOO P51 (F'M = 1500 PSI). ALL MORTAR 5HALL BE A5TM G210, TYPE 5. GMU DE516N BA5ED ON AGI 530/530.1 • REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL El BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR 5HALL EXTEND INTO BOND BEAM AT TOP WALL AND 5HALL ALIGN WITH FOOTIN6 DOWEL BELON. PROVIDE MIN 30" LAP 5PLIGE WITH FOOTIN6 DOWEL. • GROUT 50LID ALL REINFORCED GMU GELL5 AW BOND BEAM5 • ALL BOND BEAM5 ARE TO BE 8" GONT. FULL LENGTH OF WALL w/ (1) #5 BAR GONT. (TYP. ® EXT. PERIMETER) • PROVIDE (1) #5 BAR 6ROUTED 50LID ON EACH 51DE OF ALL MA50NRY OPENINC75 AND AT ALL WALL GORNER5. • VERTICAL REINFORCEMENT 5HALL BE HELD IN PLACE AT THE TOP AND BOTTOM, 5HALL BE LOCATED IN THE CENTER OF THE MA50NRY CELL, AND 5HALL BE LOCATED AT A MAXIMUM OF 6-0" O.G. IN EXTERIOR NALL5. (A5 5HONN ON PLAN5) • ROU6H OPENIN65 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE GORNER5 OF 5LAB E06E5, AND OTHER LOGATION5 WHERE 5LAB GRAGK5 ARE LIKELY TO DEVELOP. EXACT LOGATION5 PER BUILDER. • 5AW GUT OR TOOLED JOINT DEPTH 5HALL BE Y4 OF THE DEPTH OF THE 5LAB (I" FOR A 4" 5LAB) • JOINT5 5HALL BE LOCATED ® 12-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN 5HALL BE A5 CLOSE TO SQUARES A5 P0551BLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SPECIFICATIONS (TYP. U.N.O.) OE5GRIPTION OF 131-06. ELEMENT 3"xO.131" NAIL5 3"xO.120" NAIL5 J015T TO 50LE PLATE (3) TOENAIL5 (3) TOENAIL5* 5OLE PLATE TO J015T/BLK'6. (3) NAIL5 a 4" o.c. (3) NAIL5 a 4" o.c. STUD TO 50LE PLATE 2 TOENAIL5 (3) TOENAIL5* TOP OR 50LE PLATE TO STUD 2 NAILS 3 NAIL5 RIM TO TOP PLATE TOENAILS a 8" o.c. TOENAIL5 ® b" o.c.* BLK'6. BTNN. J015T5 TO TOP PL. (3) TOENAIL5 (3) TOENAIL5* DOUBLE STUD NAIL5 o 24" o.c. NAIL5 0 lb" o.c. DOUBLE TOP PLATE NAIL5 0 24" o.c. NAIL5 0 lb" o.c. DOUBLE TOP PLATE LAP 5PLIGE q NAIL5 IN LAPPED AREA II NAIL5 IN LAPPED AREA TOP PLATE LAP 0 GORNER5 8 INTER5EGTIN6 NALL5 (2) NAIL5 (2) NAIL5 * 2Y2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"xO.120", 5AME 5PAGIN6 OR NUMBER OF NAIL5. (ONLY ACCEPTABLE WHERE * ARE 5HONN) TH15 MODEL HA5 BEEN DE51ONED IN AGGORDANGE WITH THE 7th EDITION (2020) FLORIDA BU I LD I N6 GODE (5EGTION 160q) LATERAL DE516N REQU I REMENT5 FOR THE FOLLOWIN6 WIND SPEED $ EXP05URE ONLY: 140 MPH - EXP. B WIND I MPORTANGE FAGTOR = 1.0 INTERNAL PRE55URE GOEFF I G I ENT = ENGL05ED, +/- 0.15 ANY WIND 5PEED/EXP05URE NOT L 15TED HERE REQU I RE5 FORMAL EVALUATION � APPROVAL FROM M+K 5TRUGTURAL EN6INEERIN6. EXTERIOR 4 SHEAR AALL SHEATH I N6 SPECIFICATIONS INDICATE5 LOCATION AND EXTENT OF 5HEARNALL NHIGH REQUIRES 5HEATHIN6 AND/ OR FA5TENIN6 5PECIFIGATION5 BEYOND THAT OF 5TNDRD GON5TRUGTION SYMBOL SHEAR PANEL SPEC. 15/32" PLYWOOD OR 05E3 FASTENED w/ PI 2y2"xO.131" NAILS ® 6" o.G. ALON6 PANEL ED6E5 AND 1211 o.c. IN THE PANEL FIELD. 15/32" PLYWOOD OR 05B FASTENED w/ P3 2Y211xO.131" NAILS ® 3" o.G. ALON6 PANEL ED6E5 AND 12" o.c. IN THE PANEL FIELD. 5TANDARO EXTERIOR NALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALLS w/ 15/32" PLYWOOD OR 05E3 FA5TENEO w/ 2 "xO.131" NAILS ® 6" O.G. AT ALL PANEL E06E5 AND ® 12" O.G. AT CENTER. (U.N.O. ON PLAN5) I. ALL PANEL E06E5 5HALL OCCUR OVER FRAMING OR 2X BLOGKIN6 5HALL BE PROVIDED TO SUPPORT PANEL EDGE AND FA5TENIN6 2. ALL 5TRUGTURAL PANEL5 ARE TO BE DIRECTLY APPLIED TO 5TUO FRAMING ® I6"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARNALL5 5HALL HAVE DOUBLE TOP PLATE5 FA5TENEO T06ETHER w/ 5Y2"x0.131" NAIL5 ® I6"o.c. U5E (8) 3Y2"xO.131" NAIL5 ® EA. LAP 5PLIGE. (TYP. U.N.O.) 4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARNALL5 AND EXTERIOR NALL5 ARE GONTINUOU5 5HEATHED ABOVE AND BELOW OPENIN65. 5. 5EE ARCHITECTURAL PRANIN65 FOR ADO'L WALL GON5TRUGTION REQUIREMENT5. 6. ALL EXTERIOR NALL5 ARE CONSIDERED 5HEARWALL5. 1. WHERE PANEL5 ARE APPLIED TO BOTH FAGE5 OF WALL, PANEL JOINTS 5HALL BE OFF5ET TO FALL ON DIFFERENT FRAMIN6 MEMBER5. 8. A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENIN65 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARNALL5 50 LON6 A5 THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 E06E NAILIN6 REQUIRED AND OCCUR 16" MINIMUM FROM THE ENO5 OF THE 5HEARNALL. q. ALL 5HEATHIN6 PANEL5 TO MEET U.5. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 WITH 33(b 5PAN RATIN6 (MAX.) 10. NOTE: IF FIRE -RATED DETAIL5 ARE REQUIRED BY THE ARCHITECTURAL PLAN5, THE 5HEATHIN6 U5ED IN THE -FIRE RATED A55EMBLIE5 5HALL BE NOMINAL 5/�' THIGK, APA RATED 5HEATHIN6 �6 EXPO50RE 1 056 OR PLYWOOD PEI ACCORDANCE WITH THE UL OE516N5 5PEGIFIED. Window � Door Allovwable Wind Pre55ure5 140 MPH Wind Zone Exposure B®® OPENIN6 51ZE INTERIOR ZONES END ZONE5(D 8' 6aroge Door +18.5 P5F/-20.q P5F +16.5 P5F/-20.q P5F 16 6arage Door +11.1 P5F/-Iq.1 P5F +17.1 P5F/-Iq.1 P5F 10 5QFT. +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 5QFT. +lq.O 1`15F/-20.8 P5F +lq.O %F/-231 P5F 100 5QFT. +18.0 P5F/-Iq.8 P5F +18.0 P5F/-22.0 P5F 500 5QFT. +15.8 %F/47.6 P5F +15.8 P5F/-11.6 P5F mEnd Zone 15 defined as the Smaller of 10% of least horiz. dim. or 40% of mean roof height. '2Pressures have been derived from 2020 FBG Table R301.2(2). ®Pre5Sures charted here are allowable pressures and have been reduced per A5CE 1-16 Section 2.4.1 from ultimate pressures. Divide allowable pressures above by a factor of 0.6 for ult. pressures. ROOF FRAMING • 5EE ROOF TRU55 UPLIFT CONNECTOR 5GHEOULE FOR ALL ROOF TRU55 GONNEGTOR5. • ROOF 5HEATHIN6 SHALL BE 1/I6" MIN. 0513/PLYWOOD 5HEATHIN6 24�y, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 %'W.113" RIN6 SHANK NAILS (R5R5-01 OR EQUIV) 0 6" O.G. AT PANEL E06E5 4 0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 ORA6 TRU55E5 w/ RIN6 SHANK NAILS o 3" O.G. (U.N.0). PROVIDE BLOGKIN6 ALON6 PANEL E06E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" 5TYLE GLIP5 ALON6 UN5UPPORTED ED6E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 5HALL EXTEND GONTINUOU5LY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY 5ET5. FA5TEN EACH TO TRU55 BELOW w/ 51MP50N VTGR GLIP5 a 24" O.G. • ALL METAL HAN6ER5 5HALL BE 5PEGIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER WTGA 4 TPI'S BG51 I GUIDE TO 6000 PRAGTIGE FOR HANDLING, IN5TALLIN6 4 BRAGIN6 OF METAL PLATE CONNECTED WOOD TRU55E5." • ROOF TRU55 SHOP DN65. 5HALL BE SUBMITTED TO ARCH d EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • 5UPPORT PORCH $ 51HORT 5PAN ROOF TRU55E5 w/ 2x4 LEDGER FASTENED TO FRAMIN6 w/(2) 3"xO.131" NAILS 0 16" O.G. UPL I PT CONNECTORS BEARING CONDITION TRU55 CONNECTOR LEN6TH < 15' 51MP50N H2.5T 51N6LE ROOF TRU55 BEARIN6 ON > 15' 51MP50N HIOA WOOD 5TUO WALL/INOOD BEAM ROOF 61RDER TRU55 BEARIN6 ON ALL 51MP50N HT520 WOOD 5TUD NALL/WOOD BEAM SINGLE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARIN6 ON GMU WALL ROOF G.T., FLUSH BEAM OR FLUSH 63. BR6. ON GMU WALL ALL (2) 51MP50N HETAI6 ALL BEARIN6 POINTS OF EACH ROOF TRU55 5HALL BE CONNECTED WITH CONNECTOR A5 1_15TEO ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N 5TANDARD5 FOR METAL PLATE CONNECTED WOOD TRU55 GON5TRUGTION". M4K HA5 EN6INEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENT5 OF A5GE-1-I6. ALL UPLIFT GONNEGTOR5 AND LOAO5 PER THI5 DRAWING 5HALL 5UPER5EDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR 5PEGIFIGATION5 AND LOADS 5HONN ON THE SHOP GARO5. LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARNALL I: :I EXTENT OF OVERFRAMIN6 •- - - ----INOIGATE5 1/8"xl" 5AW GUT CONTROL JOINT INDICATE5 LOCATION OF REINFORCED GMU GORE (5EE NOTES) J L METAL HAN6ER INDICATE5 P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. HOLDOWN / STRAP SCHEDULE SYMBOL 5PEGIFIGATION FA5TEN BUILT-UP P05T5 5UPPORTIN6 ROOF 6.T. TO GMU WALL w/ (1) 51MP50N M5TGM40 5TRAP w/ (12) Y4" 5T-1 DIA x V4" LONG TAPGON5 INTO GMU. DE516N AGGOUNT5 FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5. (U5E ONE 5TRAP TOTAL PER BUILT-UP P05T, U.N.O.) 6ENERAL STRUCTURAL NOTES • DE516N 15 BA5ED ON 1th EDITION (2020) FLORIDA BUILDIN6 CODE. • WOOD FRAME ENGINEERING 15 BA5EO ON NO5, "NATIONAL DE516N 5PEGIFIGATION FOR WOOD GON5TRUGTION" - LATE5T EDITION. • DE516N LOA05: ROOF LIVE = 20 P5F DEAD = 7 P5F T.G., 10 P5F B.G. LOAD DURATION FAGTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUOIN6 5TAIR5 $ DEGK5) = 30 P5F ® 5LEEPIN6 AREA5 = 50 P5F ® 6ARA6E = 200 # POINT LOAD @ 6UAR05/HANDRAIL5 = 50 P5F ® 6UARD IN -FILL COMPONENTS DEAD = 10 P5F (20 P5F TOTAL ® TILE) WIND ULTIMATE WINO 5PEED 4 EXPOSURE A5 L15TED R15K GATE60RY II GENERAL FRAMING • EXTERIOR WOOD 5TUO BEARIN6 NALL5 SHALL BE 2x 5PF#2 OR 5YP#2 a 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARIN6 NALL5 5HALL BE 2x 5PF OR 5YP STUD' 6RADE LUMBER ® 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARNALL5 5HALL BE GON5TRUGTEO WITH 2x STUD' 6RADE MEMBERS 5PAGED a 16" O.G. (MAX.). • ALL NON-BEARIN6 INTERIOR 5TUD NALL5 5HALL BE GON5TRUGTEO WITH 2x '5TUO' 6RAOE MEMBERS 5PAGED ® 24" O.G. (MAX). • ALL HEADER5 5HALL BE 5UPPORTED BY (1)2x JACK STUD 4 (1)2x KING 5TUO, MINIMUM. - THE NUMBER OF 5TUD5 5PEGIFIED AT A SUPPORT INDICATE5 THE NUMBER OF JACK 5TUO5 REQUIRED, U.N.D.. • ALL HEADER5, BEAMS $ OTHER 5TRUGTURAL MEMBER5 5HALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAM5 8 HEADER5 N/ 3-ROW5 OF 3"x0.131" NAILS ® 12" O.G. 5TA66EREO. APPLY NAILIN6 FROM BOTH FAGE5 3-PLY OR MORE GONOITION5. UTILIZE 2 RON5 OF NAILS FOR 2x6 8 2x8 MEMBER5. • FAGE NAIL BUILT UP 2x P05T5 N/ 3"xO.131" NAILS a 16" O.G. 5TA66EREO. APPLY NAILIN6 FROM BOTH FAGE5 0 3-PLY OR MORE GONOITION5. • REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL GONNEGTION5 (TYP. U.N.O. ON PLAN5). • 5HEATH ALL WOOD FRAMED EXTERIOR NALL5 w/ 1/I6" 056 FASTENED w/ 2Y2"xO.131" NAILS ® 6" O.G. ® E06E5 $ 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOCKING AT ALL UN5UPPORTEO PANEL E06E5. TYPICAL U.N.O. ON THE PLAN5. • PROVIDE 50LID BLOGKIN6 IN FLOOR 5Y5TEM UNDER ALL P05T5 GONTINUOU5 TO FOUNDATION/13EARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10"6 psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.OXIOA6 p51 • FOR 2 4 3 PLY BEAM5 OF EQUAL WIDTH, FA5TEN PLIE5 TOGETHER WITH 3 RON5 OF 3"xO.131" NAIL5 ® 8" O/G OR 2 RON5 Y4"x3Y2" 51MP50N 505 5GREN5 (OR 3Y2" TRU55LOK 5GREN5) 0 Ib" O/G. U5E A MINIMUM OF 3 RON5 FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FA5TENIN6 AT BOTH FAGE5 FOR 3-PLY CONDITION. LOCATE TOP $ BOTTOM NAIL5/5GREN5 2" FROM E06E. 5OLID 3 Y2" OR 5Y4" BEAM5 ARE ACCEPTABLE. U5E 2 RON5 OF NAIL5 FOR 2x6 8 2x8 MEMBER5. • FOR 4 PLY BEAM5 OF EQUAL WIDTH, FA5TEN PLIE5 TOGETHER WITH 3 RON5 OFY4"xb" 51MP50N 505 5GREN5 (OR 6 3/4" TRU55LOK 5GREN5) 0 16" O/G. U5E A MINIMUM OF 4 RON5 FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FA5TENIN6 AT BOTH FAGE5 (ONE 510E ONLY FOR TRU55LOK 5GREN5). LOCATE TOP AND BOTTOM 5GREN5 2" FROM EDGE. A SOLID 7" BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL 5TUD5 IN CONTACT w/ GMU NALL5 5HALL BE PRE5ERVATIVE TREATED AND FA5TENEO w/Y4" DIA. X 4" LONG TAPGON5 ® 24" O.G. FLOOR FRAMIN6 • I-JOI5T5/TRU55E5 5HALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HAN6ER5 5HALL BE 5PEGIFIED BY I-JO15T /TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • I-JO15T/TRU55 5HOP DN65. 5HALL BE 505MITTED TO ARCH. 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY • FLOOR 5HEATHIN6 5HALL BE 25/32" GONFORMIN6 TO P52-04, 24" O.G., EXPOSURE I, TON6UE AND GROOVE ED6E5, FASTEN 5HEATHIN6 TO FRAMING MEMBER5 N/ GLUE AND 3"4.131" NAIL5 6" O.G. AT PANEL ED6E5 $ 12" O.G. AT INTERMEDIATE 9UPPORT5. TYPIGAL 5TAIR GON5TRUGTION NOTE5 • (3) 51N6LE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR LANDING, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM w/ (1) 51MP50N A35 CLIP AT EACH 5TRIN6ER. • FA5TEN 2x6 P.T. PLATE TO GONGRETE 5LA13 w/ (5) %," DIA. x 3 Y2" LONG TAPGON5. • FASTEN END 5TRIN6ER5 TO ADJACENT NALL5 w/ (2) 3"xO.131" NAIL5 AT EACH 5TUO, INHERE APPLICABLE. • PROVIDE %" FLOOR OEGKIN6 ON R15ER5 AND I" FLOOR OEGKIN6 ON TREAD5. • 5EE 5TAIR FRAMING 5EGTION FOR MORE INFO. seal:ICI • No E f •� �P0• - �ORIRI" c co Ineerinq, Inc. az Z _J W M W N z Z W d J V Q CD .n cE U �4 Cr C F- vm cn a Q A Jz W Y o S y m _ C M G. W project number: 068-200 1 1 project mgr: J S B drawn by: DJ R issue date: `j 2- `j 4-2 `j REVISIONS: date: initial: sheet: SM0.0 W I r— Im 101 M on 71_01I 35'-0" 6'-4" 4'-0" 3'-2" ,. 5'-2" MB-I 8„ 4'_0" 3'-211 3'-2„ I'-0' 4'--811 I'-0' 16'-0" { _4" 10'-4" 6'-8" 18'-0" 35'-0" 5LOGK PLAN SCALE: 1/4"=I'-O" (22x34 SHEET) SCALE: 1/6"=1'-0" (IIxI1 SHEET) I t- 1 r— Im I Is I LEGEND • ® INTERIOR BEARING WALL • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL 1: :I EXTENT OF OVERFRAMIN6 •— —------INDIGATE5 I/8"A" 5AW GUT GONTROL JOINT INDIGATE5 LOCATION OF REINFORGED GMU GORE ED (5EE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. MASONRY LINTEL DETAILS REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT M13-1 8F8-OB/OT ----- ----- MB-2 8F8-IB/0T ---- (1) #5 43-3 8F1b-IB/IT (1) #5 (1) #5 M13-4 8RF14-I13 ----- ----- APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S CONCRETE. NOTES: I. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-0" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT SHALL BE GRADE bO, fy=60 k5l 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DESIGN. 7. ALL LINTEL5 ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW MA50NRY LINTEL ASISEMBL I E5 5EE 5GHEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO { { MIN. N COURS&BOND { i � — MIN. (1) COURSE/BOND { LQJ { BEAM ABOVE LINTEL { L9J { BEAM ABOVE LINTEL GROUT GROUT BOTTOM REINF. PRECAST LINTEL w/ I a• I PRECAST LINTEL w/ EMBEDDED REINF. MB-I MB-2 TOP COURSE, IF in { LQ J+� TOP COURSE, IF { RM o PER ARCH. I I REOV PER ARCH. �----' TOP REIN. OR CANT. GONT. BOND BEAM BOND BEAM REIN. REIN. A5 REO D GROUT 6ROUT _ BOTTOM REIN. BOTTOM REIN. • -ca. PRECAST LINTEL w/ a PRECAST LINTEL w/ EMBEDDED REIN. � a � �-t--�-{- 1--Y EMBEDDED REIN. MB-3 ry MB-4 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES � SCHEDULES seal: a\ 0`1111 19 !; .f Ole F aiz i cop O glneenng, Inc. CM z J� W W 0981 c� r. z W a __1 Q � I` �y CU li� r a- E oc H- C/) C ai a =a J z QA M W in Y y W oc W m _ N n IF M&K project number: 068-2001 1 project mgr: J S B drawn by: DJ R issue date: 1 2-14-21 REVISIONS: date: initial: sheet: 4 A J 0 W L- Q 0 (6 i o. 0 W J d U LLI (C) � U) �x oz Ld J .1 Fm,2.0 G of=A.v 1 AmAl nDnC7c7>=rl RT=dMG. 2) LEGEND 0 ® INTERIOR BEARIN6 WALL • = = = = = BEARIN6 WALL ABOVE • BEAM / HEADER • M � m LOCATION AND EXTENT OF 5HEARWALL EXTENT OF OVERFRAMIN6 o--- --- - —INDIGATE5 I/8"xl" 5AW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE ED (5EE NOTE5) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. HOLDOAN / STRAP SCHEDULE SYMBOL 5PEGIFIGATION FASTEN BUILT-UP P05T5 9UPPORTIN6 ROOF 6.T. TO GMU WALL w/ (1) 51MP50N M5TGM40 STRAP w/ (12) Y4" 5T-I PIA x V4" LONG TAPGON5 INTO GMU. DESIGN AGGOUNT5 FOR REDUGED STRAP GAP, FOR SHORTER TAPGON5. (USE ONE STRAP TOTAL PER BUILT-UP P05T, U.N.O.) ROOF FRAMING • 5EE ROOF TRU55 UPLIFT CONNECTOR 5GHEDULE FOR ALL ROOF TRU55 GONNEGTOR5. • ROOF SHEATHING 5HALL BE 1/16" MIN. 055/PLYW001? 5HEATHIN6 24/6, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/6"x0.113" RING SHANK NAILS (R5R5-01 OR EQUIV) A 6" O.G. AT PANEL ED6E5 4 A 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END 4 DRAG TRU55E5 w/ RING SHANK NAIL5 ® 3" O.G. (U.N.0). PROVIDE BLOGKI% ALONG PANEL E06E5 AT FIR5T 2 TRU55 5AY5 FROM GABLE END. PROVIDE "H" 5TYLE GLIPS ALON6 UNSUPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND GONTINUOU5LY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR GLIP5 ® 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER WTGA 4 TPI'S BG51 I GUIDE TO 6000 PRACTICE FOR HANDLING, IN5TALLIN6 d BRAGIN6 OF METAL PLATE CONNECTED WOOD TRU55E5." • ROOF TRU55 SHOP DW65. 5HALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH $ 5HORT SPAN ROOF TRU55E5 w/ 2x4 LE06ER FA5TENED TO FRAMING w/(2) 3"xO.131" NAIL5 ® 16" O.G. UPL I FT CONNECTORS BEARIN6 CONDITION TE6TH CONNECTOR < 15' 51MP50N H2.5T 51N6LE ROOF TRU55 BEARIN6 ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRU55 BEARIN6 ON ALL 51MP5ON HT520 WOOD STUD WALL/WOOD BEAM SINGLE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARIN6 ON GMU WALL ROOF G.T., FLUSH BEAM OR ALL (2) SIMP50N HETAI6 FLUSH 6.T. BR6. ON GMU WALL ALL BEARIN6 POINTS OF EACH ROOF TRU55 5HALL BE CONNECTED WITH CONNECTOR A5 L15TED ABOVE. IT 15 THE RE5PON51BILITY OF THE EN61NEER OF RECORD TO DE516N THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N 5TANDARD5 FOR METAL PLATE CONNECTED WOOD TRU55 CON5TRUGTION". M4K HA5 ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENT5 OF A5GE-1-16. ALL UPLIFT GONNEGTOR5 AND LOAD5 PER TH15 DRAWIN6 5HALL 5UPER5EDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR 5PEGIFIGATION5 AND LOAD5 5HOWN ON THE SHOP GARP5. REFER TO 5-0.0 FOR TYPICAL STRUGTURAL NOTES 8 SCHEDULES seal: o11t1t1! # G. OF % fj %O` 4ORIV. '; 0/91:tu wal FgInq, Inc. 0 CD z R W LLJ \/ CM z i z z W J Q Z U W� t-- _J H Z nW C� CL N M&K project number: 068-2001 1 project mgr: J S B drawn by: DJ R issue date: 1 2- `j 4-21 REVISIONS: date: initial: 03/11/22 )JR z d I� 0 ° z W LL 0 z L x Q d 0 ] 2ND FLOOR FR*M 1 NG PLAN J SCALE: 1/4 — I 0 (22x34 SHEET) 0 SCALE: I/&*'-0" (I AI SHEET) J LL UJ �d Q �x z 0 z N Ld JJ sheet: Sm 1.2 C 1— v LL C a C T' LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF SHEARNALL • I: :I EXTENT OF OVERFRAMIN6 •— — — ----INDIGATES I/8"xl" 5AH GUT CONTROL JOINT INDIGATES LOCATION OF REINFORCED GMU GORE (5EE NOTES) J L METAL HANGER INDIGATES P05T ABOVE. PROVIDE 501-I1) BLOGKIN6 UNDER P05T OR JAMB ABOVE. I ROOF FRAMING • 5EE ROOF TRU55 UPLIFT CONNECTOR SGHEDULE FOR ALL ROOF TRU55 GONNECTORS. • ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 0513/PLYWOOD 5HEATHIN6 24/b EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.113" RING SHANK NAILS (R5R5-01 OR EQUIV) ® 6" O.G. AT PANEL E06E5 4 ® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END $ DRAG TRU55E5 w/ RING 5HANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALON6 PANEL E06E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE GLIP5 ALON6 UNSUPPORTED ED6E5. ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 5HALL EXTEND GONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY 5ET5. FASTEN EACH TO TRU55 BELOW w/ 5IMP50N VTGR GLIP5 ® 24" O.G. • ALL METAL HAN6ER5 5HALL BE SPEGIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERHISE NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER HTGA 8 TPI'S BG51 I GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING 4 BRAGIN6 OF METAL PLATE CONNECTED WOOD TRU55E5." • ROOF TRU55 SHOP DH65. 5HALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH $ SHORT SPAN ROOF TRU55E5 w/ 2x4 LE06ER FASTENED TO FRAMIN6 w/(2) 3"x0.131" NAIL5 ® 16" O.G. UfOL I r-T CONNECTORS BEARING CONDITION TRU55 CONNECTOR LEN6TH < 15' 5IMP50N H2.5T 5IN6LE ROOF TRU55 BEARIN6 ON > 15' 5IMP50N HIOA HOOD STUD WALL/WOOD BEAM ROOF 61RDER TRU55 BEARIN6 ON ALL 5IMP50N HT520 HOOD STUD NALL/HOOD BEAM 5IN6LE ROOF TRU55 OR PORCH ALL 5IMP50N HETAI6 BEAM BEARIN6 ON GMU HALL ROOF 6.T., FLUSH BEAM OR ALL (2) 5IMP50N HETAI6 FLUSH 65. 13R6. ON GMU HALL ALL BEARIN6 POINTS OF EACH ROOF TRU55 5HALL BE CONNECTED KITH CONNECTOR A5 L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT GONNEGTORS PER SEGTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED HOOD TRU55 GONSTRUGTION". MW HA5 ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-l-I6. ALL UPLIFT GONNEGTORS AND LOADS PER TH15 DRANIN6 5HALL SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR SPEGIFIGATIONS AND LOADS SHONN ON THE SHOP GARDS. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES S SCHEDULES seal: ���\\I! t { III/ j�� < \��� �5 G. R �si�s ZoZ9 'may ' AT OF— . tc, © copyrig 1R kL "� �q, Inc. 0 CM z LU w LU z c� z W Oa.. J Q 0 Zoc = a8 Cr cm4� � � c- E •� �Q Q• _J Z W C y 2 CA W m _ g !V M&K project number: 068-2001 1 project mgr: J S B drawn by: DJ R issue date: 1 22- 1 4-21 date: initial: 03/11/22 DJR MIR<d M ORIENTATION REVISION 0 Ir .r �••1 O i .� <� 1�+-�1T LL I Q Ur-�-� 0 v z 0 a a Q W R00� SRAM I NG PLAN � SCALE: 1/4"= I'-0" (2244 SHEET) LL SCALE: 1/6"=1'-O" (110 SHEET) LL Lu (.o 'Q 0 41 U) 0 0 z x LLJ JJ sheet: Sm 1 .3 I r I6"x8" THICKEN EDGE W/ (2) #5 GONT. THICKENED EDGE GARAGE DOOR DETAIL SCAa: MS 8" GMU BLOCK (1) #5 VERT. FROM FT6.- TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL cz_d L III- _ I-1 rn 8" WIDE CONT. GONG. CURB I I=II— III=liil) #5 DOWEL W/ 6" HOOK AT _ 11=III-1 ALL VERT. WALL REINF. 111=1 111=111= 1111 I' (SEE PLANS FOR LOCATION) 11=III=11_I=III=1 GLEAN COMPACTED FILL A q5% WI TH MONOLITHIG FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS 6ARAC7E CURB PC -TAIL 8" GMU BLOGK----_ BEYOND EXTERIOR DOOR— MTL. THRESHOLD SET IN SEALANT PORGH/PATIO/LANAI 5LAB OR PAVERS (SEE PLAN5) GLEAN COMPACTED` FILL A q5% STANDARD DENSITY AND TERMITE TREATED -52 TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR OUT5N1 NG I$ 56D POURED SILLS DETAIL R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) I �U m� MONOLITHIC FOUNDATION W/ (2) #5 GONT. ON CHAIRS 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID 2_ L a� O 6RADE'- ' -I I I —I 11=>Y —I 1120 II-1 II R4.1 FI-FOIL OR EQUAL OVER %"' FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) • . IIIf�=(I) #5 DOVEL W/ 6" HOOK AT ALL VERT. WALL REINF. ' 11 1 I 1 I I=III=III , 11 (SEE PLANS FOR LOCATION) GLEAN COMPACTED —� I I I I I 1 I I I I I I I I I I 1 1 FILL ® q5% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'4' WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS I`OOT I NG 5ECT1 ON N/ BLOCK DETAIL SCALE: WS 6" GMU BLOGK- BEYOND EXTERIOR DOOR MTL. THRESHOLD SET IN SEALANT PAVERS (5EE PLAN5) GLEAN GOMPACTEDJ FILL ® q5% STANDARD DENSITY AND TERMITE TREATED R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOUSE 5LAB (SEE PLAN) e a' ° � " G III —III —III_ d : I I I—III—III—� e III I—III—IIIEE —III —III —I � I- I- • ° d 1=1II—III= III,-III- MONOLITHIC FOUNDATION W/ (2) #5 GONT. ON CHAIRS -STORY: 1'-4" WIDE w/ (2) #5 BAR5 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 ENTRY DOOR DET,41 L 6 SCAI.!`: Nrs Y2" )x6" LON6 PRESSURE 51MP50N TITEN HO TREATED BOTTOM 5GREN5 ® 4'-0" O.G. PLATE AND 12" MAX FROM END OF WALL e d a a a .III=III=III=1I1= °=1II=1II=1II=1II-11 1'-4" UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, AND ANGHOR 13OLT5 ARE NOT REQUIRED ON WALL5 NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. WALL WHICH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. i I NT. BEARING NALL FOOTING DETAIL ATIO/PORGH/LANAI SLAB (SEE PLAN) e e e a a .. I I —III —III —III —I I �- 8"x8" THICKENED - SLAB W/ (1) #5 GONT. THICKENED EDGE DETAIL 3 SCAI.e: Hrs 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" 6ROUT CELL SOLID PORGH/PATIO/LANAI 5LAB OR PAVERS (SEE PLAN) `t EXP JOINT —4 V m R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE 5LAB (SEE PLAN) e , • I —III —I a —MIII—_III . .dQ — III—III_I ° III —_III —III' ° 11=1I I —I I El 41 d —III-1 I= — 1) #5 DOWEL W/ 6" HOOK AT III=III- ALL VERT. WALL REINF. 111=III=III=11 III; (SEE PLANS FOR LOCATION) GLEAN COMPACTED -� I I , I III -III- FILL a g5SK MONOLITHIC FOUNDATION STANDARD DENSITY WI TH W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 EXTERIOR NALL @ PORCH/PAT I 0/LANAI DETAIL 5GALt: N7'S Y2" GYP. BD. EA. 51DE OF 2x4'5 ® 16" O.G. Y " J-BOLT5 6" FROM EA. END OF WALL AND SPACE A 32" O.G. 2" (6" MIN. EMBED) w g STUD PLATE TIES PER } PT WT. PLAN ® STUD TOP d PLT. WT. e ,. e d.. • � d ° a. A- AA - a d • as d (2) #55 CONT. W/ „ 3" MIN. CLEAR 8 8 UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. WALL WHICH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. 6ARA6E STEP DONN DETAIL WAa.. Ctrs 8" CMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID ° A. a • dJ O BADE III III-11I-1II... II. R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) ' IIII 11-111 I I 1-1 I I a I I I=I I I —I PVG CHASE SLEEVE TO BE O I -III -III III —I I TWICE THE DIAMETER OF ' ' 11 III III —I 11=1 I I I =1 I I ►�zoTEGTED PIPE II -III III=III—III- ' GLEAN COMPACTED FILL 9 q5% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 CONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 I -STORY: 1'-0" WIDE W/ (2) #5 BARS CHASE DETAIL $ 5GAL.l: Nr5 seal: 011111111}''lf�, fri9 G. /.0 No =-o• . o, , ��i�t� LORIOP-' � copyfl s Ineedna.Inc. on CM Z _J w w N Z_ \/ Z i Z w a J ISM Z A r'- U � Q CM JiC3 WW W 5 a J I- Z '2 Lu y mOp _ W O a C ch IV M&K project number: 068-2001 1 project mgr: J S B drawn by: DJ R issue date: `j 2- T 4-21 REVISIONS: date: initial: 05/11/22 DJR d 0 J J LL 0 (6 W � z a U Z UJ �<� 0 Z U-4 UJ J J sheet: SCALD: We SDP, 1 i U PROVIDE 50LID SHIM BETW'N TRU55 d GONNECTOR IF TRU55 LOCATED 2x4 ®Ib"O.G. FASTE LE55 THAN I Y2" FROM CONNECTOR. WHERE AN 1 IS GREATER THAN I TO GABLE END TRU55 w/ FASTEN 5HEATHING TO 2x4 2x4 BLOGKIN6 w/ FROM UPLIFT CONNECTOR, REFER TO (2)3"x0.131" TOENAILS. BLOCKING w/ 2 3/e"x0.113" (3)3Y4"x0.131" TYPICAL RETROFIT DETAIL P. RING SHANK NAILS ® 4"O.G. TOENAILS EACH END FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 2 %"xO.113" RING SHANK NAIL5 ® 6" O.G. 2xb FASCIA -5EE ARCH vr REINF. MA50NRY LINTEL/ BEAM - - 5EE PLAN FOR SPEGIFIGATIONS. SECTION 2x EXTERIOR WALL -5EE PLAN FOR 5HEATHIN6 AND CONNECTION 5PEG5. EXTERIOR WALL 5HT'6. TO RUN- GONTIN000S FULL HE16HT OF WALL FROM BOTTOM OF LADDER TRU55 TO TOP OF DOUBLE TOP PLATE 2 Y2"XO.131" ® 3" O.G. INTO 5OLE- PLATE LADDER TRU55. FASTEN LADDER- TRU55 TO EA. BLK6 PANEL w/ (3)3Y4"xO.131" NAIL5 MIN. 2 V2"XO.131" ® 3" O.G. INTO LADDER TRU55 FASTEN LADDER TRU55 TO GMU �- 2x4 (MIN) 5PF #2 BLOCKING A5 SHOWN AT BOND BEAM w/ 51MP50N HETAI6 EMBEDDED STRAP ® 16" O.G. STRAP MAY BE INSTALLED ON IN51DE OR OUT5IDE FACE OF TR 65 VERT WALL REINF. TO EXTEND INTO BOND BEAM SECTION 38 SCALE: 3/4'=I'-O' 5EE UPLIFT CONNECTOR SGHEDULE ON PLANS FOR CONNECTOR SPEGIFIGATIONS CONNECT EACH END OF MASONRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL w/ 24" LE65 FASTEN 50LE PLATE TO TOP CHORD OF LADDER TRU55 w/ 3"x0.131" NAIL5 ® 6" O.G. FASTEN FLOOR FLOOR TRU55E5 5HT6. TO FIRST -PER PLAN TRU55 w/ 3"x0.131" NAIL5 ® b" o.c. 8" REINF. GMU WALL -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 48" o.c. FACE NAILED TO TRU55 TOP � BOTTOM CHORD w/ (4) 3"x0.131" NAILS. 8" GMU BOND BEAM ALL LAPS IN MA50NRY 25" L711AIAlIAI/_ RAC #5 BENT CORNER BAR GROUTED CELL TYP. CORNER VERT. AALL REIWORCING DETAIL SCALE: Nrs FASTEN ROOF 5HEATHING TO FASGIA WITH 2 %"xO.113" RING SHANK NAIL5 ® 6" O.G. J -� i� 2x FASGIA u' -5EE ARCH 2x SHEAR WALL - 5EE PLAN FOR SPEGIFIGATIONS. - SECTION 2� SCALE: S/4"=1'-0" FASTEN TOP CHORD OF END TRU55 OR 2x4 NAILER THRU WALL 5HEATHIN6 TO EXT. WALL 5TUD5 w/ 3"x0.131" NAIL5 ® 16" O.G. FLOOR TRU55E5 -5EE PLAN 8" GMU BOND BEAM W/ (1) #5 GONT. - SECTION 6� SCALE: S/4'=I'-o' BY WINDOIWOOR MANUFACTURER 5EE UPLIFT CONNECTOR SGHEDULE ON PLANS FOR CONNECTOR 5PEGIFIGATION5 FASTEN ROOF TRU55 TO DOUBLE TOP PLATE w/ (3) 3 Y4"x0.131" TOENAILS GYPSUM BOARD--- q�� MAX 2'-0" MIN PER ARCH FOR FIREPROOFING i i (4) 3 Y4"x0.131" ROOF 5HT6 NAIL5 GABLE END VERTICAL WEB SHALL BE REINFORGIN6 A5 REQURIED I ONTO ROOF GONT. 24" IN BY TRU55 MANUF. 3 Y4"x0.131" TOENAILS ® 12" O.G. GONNEGTIN6 BOTTOM CHORD TO TOP PLATE FASTEN BOTTOM CHORD OF 2x4 BRACE w/2x4 T-BRACE, PROVIDE 2x4 BLOGKIN6 ® 45" GABLE END TRU55 TO TOP SPAGED ® 4'-0" O.G. MAX. O.G. IN FIRST (3) BAYS OF PLATE WITH 51MP50N A35 FASTEN 2x4 TO 'T' w/ 3Y4"xO.131° ROOF TRU55E5-GUT TO FIT GLIPS ® 32" O.G. NAIL5 ® 12" O.G. T16HT BETWEEN TRU55 BOTTOM (NOT REQ'D AT TRU55 HEIGHTS CHORDS AND NOTCH AROUND FASTEN BOTTOM OF 2x4 4'-1" OR SHORTER) 51LL PLATE BRACE TO DBL. TOP FASTEN DRYWALL TO PLATE w/ (1) 5IMP50N H2.5T SECTION BLOCKING w/SCREWS I (2)3Y4"x0.131" TOENAILS 26 SCALE: S/4'=1'-0" /NAIL5 ® 6" O.G. FASTEN ROOF 5HEATHIN6 TO END TRU55 OR 2x4 NAILER w/ 2 Y2"x0.131" NAIL5 ® b" o.c. FASTEN BOTTOM CHORD OF END TRU55 OR 2x4 NAILER TO LADDER TRU55 VERTICAL OR 2x RIBBON w/ 3"xO.131" NAIL5 o 16" O.G. VERT WALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. GMU WALL -5EE PLAN FOR VERT. HORZ. REINF. 5PEG5 NOTES: VALLEY 5ET OVERFRAMIN6 FASTEN EACH OVERFR TRU55 TO TRU55 BELOI WITH (1) 51MP50N MR ® 24" O.G. TYP I CALL OVERFRAM I NG CONNECTION DETAIL SCALE: N.T.5. I. 2X PT BUGKS/NAILERS SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW/DOOR, FASTEN BUCK TO MA50NRY W/ (1) ROW OF We,"x4" TAPGONS 6" FROM ENDS AND 16" O.G. MAX. TAPGONS TO BE I Y2" MIN, FROM E06E OF BUCK. 2. BUGKS LE55 THAN 2X TO BE FASTENED W/ GUT NAIL5 OR EQUIVALENT. STRUGTURAL CONNECTION OF WINDOW/DOOR TO STRUGTURE BY OTHERS IN THIS GASE. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X BUCKED OPENING, U5E (3) ROWS OF 3"x0.131" NAIL5 5TAC-6ERED o 12" O.G. EA. 5UGGE551VE BUCK. 4. MIXING OF IX AND 2X BUGKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET. 5. ADDITIONAL WOOD BUGK MATERIAL MAY BE FASTENED TO 2X BUGK W/ (2) ROWS OF 2 Y2"xO.131" NAIL5 ® 16' O.G. FASTEN WINDOW/DOOR TO 2X PER WINDOW/DOOR MANUFAGTURER'S 5PEG5. WINI�OW/1700R BUCK nET>IL H SCALE: NM I ROOF 5HEATHING ROOF TRU555 EXTERIOR WALL 5HT'6. TO RUN GONTINUOUS FULL HE16HT OF WALL FROM BOTTOM OF RIBBON TO TOP OF DOUBLE TOP PLATE 2 Y2"x0.131" ® 3" O.G. INTO---- 50LE PLATE 2x GONT. RIBBON (TOP 4 BOTTOM, FASTEN TO EA. TRU55 VERTICAL w/ (2) 3 Y4"xO.131" NAIL5 2 Y2"xO.131" ® 3" O.G. INTO BOTTOM GONT. RIBBON PROVIDE 51MP50N HETAI6 EMBEDDED STRAP ® EACH TRU55 (® Iq.2" O.G. MAX.) FASTENED TO END TRU55 VERTICAL OR TO BLOGKIN6/RIBBON VERT WALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. GMU WALL -5EE PLAN FOR VERT. i HORZ. REINF. 5PE65 SECTION PROVIDE SOLID SHIM BETW'N TRU55 4 CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL Q. 2x EXTERIOR WALL -5EE PLAN FOR 5HEATHING AND GONNEGTION 5PEG5. FASTEN 50LE PLATE TO GONT. RIBBON w/ 3"x0.131" NAILS ® 6" O.G. 8 5HEATHIN6 TO GONT. RIBBON w/ 2 Y2"x0.131" NAIL5 ® 6" O.G. FLOOR TRU55E5 -PER PLAN 8" CMU BOND BEAM W/ (1) #5 GONT. LETTERED DETAILS ARE TYP I GAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REOU I RED ALL APPL I GABLE AREAS. THESE WHERE SPEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. seal:G. mow. F' p . : rat. �i •:c�OR10P • ���"��� © Copy* �ci � stru ur I eerinq, Inc. oz Z_ JCC W Z z N c� Z w r- a J Q N 0 Z= H E U � Q c rx W t/W � - -+ °° E JH z Q •- :1 W 0 Y e Co W M QQ N M&K project number: 068-2001 1 project mgr: J S B drawn by: D�J R issue date: 1 2- 1 4-21 REVISIONS: date: initial: 03/11/22 DJR MN440M OPJWrATM MVISM sheet: SD2 ;_1 �— BOND -BEAM — _,`GONTIN. PRECAST HEADER 8" GMU PIER ENTIRE GOLUMN TO BE GROUT FILLED GA5T-GRETE GA5T-GRETE WINDOW SILL, WINDOW SILL, OR EOUIV. OR EGUIV. DOUBLE WINDOW QIA��N�IY PIER DET/4I L TRIPLE WINDOW 51M. NOTES: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). 2. PROVIDE %" DIA. HOLE FOR DOWEL, BLOW OR BRUSH GLEAN. 3. FOLLOW MANUF. INSTALLATION INSTRUCTIONS. FUTURE 8" GMU BLOCK DRILL 6" INTO EXI5T6 rl " SLAB, EPDXY d DRIVE I I #5 DOWEL, PROVIDE MIN. I - 30" LAP 5PLIGE I I I O I I z SEE TYP. FOUNDATION DETAILS FOR ADDITIONAL INFORMATION NOT 5HOWN HERE #5 VERT. BAR TO BE LOCATED PER PLAN IN GROUTED CELL I rA��� GRADE �=—I II I—I=Iiil[�IlMlIE1111 11 M 155ED DOWEL RETROFIT DETAIL SCALE: NTS SIM. a GbU STEM POR DROPPED 6RADE SEE DETAIL I ON 5TRUCTURAL PLANS FOR ADDITIONAL GONNEGTION INFO NOT 5HOWN HERE FASTEN EA. ROOF TRU55 TO GMU w/ 51MP50N M5TMI6 TWI5T STRAP. FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 Y4" LONG TITEN 5GREW5 PROVIDE MOISTURE BARRIER PLATE (PER TRU55 MANUF) EACH TRUSS. PROVIDE 2x FLAT BLOGKIN6 FIT TIGHT TO ROOF TRUSSES ® EVERY OTHER BAY FASTENED TO GMU w/ (3) Y4" DIA. x 3 Y2' LONG TAPGON5. FASTEN BLOGKIN6 TO ROOF TRUSSES w/ (2) 3,V "x0.131" NAILS ® EA. END. P >S11 ROFIT DET141 L 4xb P.T. POST PROVIDE (1) 5►MP50N L5TA18 STRAP ON EACH EXTERIOR FAGE OF POST, G" MIN END LENGTH DROPPED BEAMS PER PLAN REAR WOOD LANAI TYP. BEAM TO POST CONN. SCALE: 5/4'4-0' SEE DETAIL 31 ON 5TRUGTURAL PLANS FOR ADDITIONAL GONNEGTION INFO NOT SHOWN HERE PROVIDE SOLID BLOGKIN6 A5 REO'D FOR STRAP FASTENING FULL DEPTH BLOCKING FASTEN EVERY OTHER (148" 055 (MIN), *4" LVL OR TRU55 TRU55 (W WEB BLOGKIN6 FLOOR TRUSSES BLOGKIN(5 PER MANUF) ® 48" AS REOV) TO 2x BLOCKING -PER PLAN O.G. FASTENED TO 2x BLOGKIN6 w/ (1) 51MP50N A35 CLIP w/ (1) 51MP50N A35 GLIP---, RETROFIT DETA I L Q SCALE: 3/4"=I'-O' FASTEN EVERY OTHER TRU55 TO GMU w/ 51MP50N MT5MI6 TW15T STRAP. FASTEN STRAP TO GMU w/ (4) Y4' DIA. x 2 Y4" LONG TITEN 5GREINS 2x6 FLAT BLOCKING (BETWEEN TRUSSES - 16" MIN. LENGTH) FASTENED DOWN TO GMU w/ (3)Y4" DIA. x 3Y2" LONG TAPGON5 ® EA BAY. FASTEN RIBBONL, THRU WALL 5HTG., TO 2x BLOGKIN6 w/ 3)'4"xO.131" NAILS 0 3" o.c. 2x OR 1" 056 DECKING — (TYP) (1) 51MP50N - A35 CLIP EA. 5TRIN6ER SEE DETAIL 38 ON STRUCTURAL PLANS FOR ADDITIONAL GONNEGTION INFO NOT 5HOWN HERE X FLOOR TRUSSES \ -PER PLAN FASTEN 13LOGKIN6 TO GMU w/ 51MP50N MT5MI6 TWI5T STRAP. FASTEN STRAP TO GMU w/ (4) V4" DIA. x 2 Y4" LONG TITEN 5GREW5 2x6 FLAT BLOGKING TO EA. SIDE OF 056 BLOGKIN6 (I6" MIN. LENGTH) FASTENED DOWN TO GMU W (3) Y4" DIA. x 3 Y2" LONG TAPGON5. FASTEN LADDER TRUSS, TO 2x BLOGKIN6 w/ 3"xO.131" n TOENAILS ® 3" o.c. RETROFIT DET1� 1 L R SCALE: 3/4'=1I (3) 51N6LE PLY 2x12 SOUTHERN PINE #2 (OR BETTER) STRINGERS (1) 51MP50N A35 GLIP ® EA. STRINGER 2x6 P.T. BOTTOM PLATE FASTENED TO GONGRETE w/ (3) W(" DIA. x 3 Y2" LONG TAPGON5 !T1� �1710N& EE:--0' FLOOR TRUSSES (SEE PLAN) FLOOR G.T. - PROVIDE VERTIGAL5 OR 50LID BLOGKIN6 o EA. 5TRIN6ER LOGATION LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN THIS HOME � SHALL BE IMPLEMENTED IN 5PEG I E I G AND ARE ONLY REGU I RED ALL APPLICABLE AREAS. THESE WHERE SPECIFICALLY INDICATED DETAILS ARE NOT 11GUT" ON THE PLANS. ("GUT") ON THE PLANS. seal: \�\1111 11111///// �14p , \ 9 zz F any sZrina.Inc. aCD z MJ Fa W W N z \/ CD Z i Z W a U � 4 C= c UJt— :2 as cn •� i a Q • =J W Y C W gom W N c a 7 M&K project number: 068-2001 1 project mgr: J S B drawn by: DJ R issue date: 12- `f 4-2 1 REVISIONS: ■ date: initial: ■ .41 Ad J � 0 � W 0 z C) 2 x (n J Q U) U Ld c.0 a 11 U) z LO W J J sheet: SDm3 PERMANENT RC)OF TRU55 BRACING NOTE5: (51N5LE FAMILY HOME OR TOWNHOUSE CONSTRUCTION, WITH ROOF TRU55E5 SPACED NO MORE THAN 24" O.G) I. WOOD TRU55E5 SHALL BE BRACED AND ERECTED IN AGGORDANCE WITH THE BUILDING COMPONENT SAFETY INFORMATION (5651) "GUIDE TO 6000 PRAGTIGE FOR HANDLING, IN5TALLIN6, RE5TRAINI% 4 BRACING OF METAL PLATE CONNECTED WOOD TRU55E5," (2006 EDITION). 2 TOP CHORD BRAGIN6: TOP GHORD5 5HALL BE BRACED BY DIREGT-APPLIED PLYW000/055 5HEATHIN6. • IF SHEATHING 15 NOT DIRECTLY APPLIED TO EITHER TOP GHORD OF TRU55 OR TO PURLIN5 FASTENED TOP CHORD, CONTACT M4K FOR BRAGIN6 DE516N. 3. BOTTOM CHORD BRAGIN6: a. THE BOTTOM GHOR05 SHALL BE BRACED BY DIREGT-APPLIED 6.WB. GEILIN6 4. WEB MEMBER BRACING: THE TRU55 MANUFACTURER SHALL INDICATE THE TRU55 MEMBER5 (MI55, VERTIGAL5) THAT REQUIRE LATERAL BRAGIWWRE5TRAINT. a. 'T' OR V BRACE: WHERE BRAGIN6 15 REQUIRED A5 INDICATED ON SHOP DRAWING, UTILIZE T' OR V BRACES (REFERENCE BG51-B3 FIGURES 133-16 4 W-19). SHOP APPLIED REINFORCEMENT PER B651-133 FIGURES 153-22 4 BG-23 15 ACCEPTABLE. • T' 4 V REINFORCING MATERIAL SHALL MATCH THE 51ZE OF THE WEB/VERTICAL MEMBER. • 'L' 4 'T' REINFORGING TO BE A MINIMUM OF AO% OF THE LENGTH OF THE PCVVERTIGAL MEMBER. • FA5TEN 'L' OR 'T' REINFORGING TO WEBNERTIGAL K/ Ibd GUN NAILS (0.131x3 I/2") AT 6" O.G. b. GONTINUOU5 LATERAL BRACING ALTERNATE: WHEN THREE (3) OR MORE 51MILARLY GONFI6URED ROOF TRU55E5 AL16N, GONTINUOU5 ROW5 OF LATERAL BRACING MAY BE U5ED IN LIEU OF THE ABOVE -NOTED 'L' OR 'T' BRAGE5. • GONTINUOU5 ROW5 OF LATERAL BRAGIN6 SHALL GON515T OF MINIMUM 2x4. ROWS SHALL BE LAP 5PLIGED ONE TRU55 BEYOND IN EACH DIRECTION. 5EGURE BRACE TO EACH TR 156 GOMPRE55ION WEB w/ (2) Ibd 6UN NAIL5 (0.131x3 1/2"). • GONTINUOU5 LATERAL BRAGIN6 5HALL BE RE5TRAINED BY DIAGONAL BRAGIN6 (MIN. 2" THICK NOMINAL LUMBER 4 MINIMUM 5PF 'STUD' GRADE MATERIAL). THI5 BRACING 15 TO BE GONTINUOU5. PROVIDE ONE ROW OF DIAGONAL BRAGIN6 AT VERTICAL WEB MEMBERS OF TRU55E5 GL05BT TO EACH GABLE END WALL 4 ADDITIONAL DIA60NAL5 AT 20'-0" A5 REQUIRED. DIAGONAL BRACE NAILED TO OPP051TE PROVIDE (2) Ibd NAIL5 A 510E OF WEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATER MOVEMENT) DIRECT -APPLIED PLYW000/0515 A ROOF 5HEATHIN6 CONTIN. LATERAL BRAGI% TO LAP AGR055 MIN. (1) TRU55 BAY A5 5HOWN 2x 5TRONGBAGK (NOT REQV FOR 5TRUGTURE) DIRECT -APPLIED PLYWD/05B GOMPRE5510N WEB (5LOPIN6 OR VERTICAL) GONTINUOU5 LATERAL BRACE ALTERNATE o (3) OR MORE ADJACENT 51MILAR TRU55E5 (5EE 7``; RAW INDIV. TRU55 SHOP DINGS x FOR LOGATIONS) 2x 5TRON65ACK MAY BE INSTALLED FOR CON5TRUGTABILITY TO KEEP EVEN 5PACIN6 AT BOTTOM CHORD (NOT REQ D FOR 5TRUGTURE) DIREGT-APPLIED 6WB CEILING 5EGTION B-B ALTERNATE WMW 11 (3) OR MORE M*.OR msm ME 6PO PM C C DIRECT -APPLIED 6N6 GEILIN6 — TYPICAL TRU55 ELEVATION WEB MEMBER REQUIRING BRAGING A5 INDICATED BY TRU55 MANUFACTURER 2x 5TROW-BACK5 MAY BE IN5TALLED FOR GON5TRUGTABILITY TO KEEP EVEN SPACING AT BOTTOM CHORD (NOT REQ'D FOR 5TRUGTURE) 'L' OR T' BRACING o 11E65 DE516NATED BY TRU55 MANUF. PERMANENT TRU55 BRAG I NO DETAILS 4 NOTE5 SCALE: NONE DIRECT APPLIED GEILIN6 2e 2e 11 J COMPONENT � GLADDIN6 PRESSURE ZONES Gomponent5 � Gladdina Wind Pre55ure5 UP TO 140 MPH Wind Zone EXq. B, RiA Gat. II Enclosed, 0.18 Int. Pre55ure Goeff. MEAN ROOF ZONE PRE55uRE50 ZONE PRE560RE50 HT: 25 FT. (P5F) (5F) ROOF (HIP) O +14A -26.6 O +14A -36.8 20" TO 27° 2e +14A -36.8 O +14A -36.8 OI +14A -28.5 2r +141 -45.1 ROOF 2e +14A -28.3 O +14A -45.1 (GABLE) 20" TO 27" 2n +14A -45.1 0 +14A -53.6 O +21.2 -22A WALLS O5 +21.2 -28.3 NOTE:Pressure5 charted here are allowable pressures and are permitted to be converted per A5GE 7-I6 section 2.4.1 to get an equivalent ultimate load pressure. Divide allowable pressures by a factor of 0.6 to obtain ultimate pressures. Values are based on worst case Scenario of 10 p5f (eff. area). Refer to notes on 5-0.0 for roof/wall nailing requirements. LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REQU I RED ALL APPLICABLE AREAS. THESE WHERE SPECIFICALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. seal: ``�\\\ 5r GI I f� �,E Rig of 21 E It F 0, © COPYngm (�pI Stru ct +t� ` ngineenng, Inc. a. CD Z JLU W W \/ CM Z i z Z W J Z= U W� 3 J1� z W y W �i M&K project number: 068-2001 1 project mgr: J S B drawn by: DJ R issue date: `[ 2-14-21 REVISIONS: date: initial: 03/11/22 DJR 41 sheet: PBS8w I 13F 34o� G?03 9(on►o4, M11 CA- Sc'`� Le_ �+1� Zi563 sw�+ � � f 0 U'L rp ij