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HomeMy WebLinkAbout6810 Shelby Lynn Way�L ABBREVIATIONS AB ANCHOR BOLT MAS MASONRY A.F.F. ABOVE FINISH FLOOR MAT MATERIAL ADJ. ADJUSTABLE MAX MAXIMUM ALUM. ALUMINUM MC MEDICINE CABINET ANCH ANCHOR MECH MECHANICAL 4 ANGLE MIN MINIMUM @ AT MIR MIRROR ML MICRO LAM BD. BOARD M.O. MASONRY OPENING BF BI-FOLD MTL METAL BLDG. BUILDING BM. BEAM N.I.C. NOT IN CONTRACT BLKG BLOCKING (NTS) NOT TO SCALE B.O. BOTTOM OF OBS OBSCURED B.P. BI-PASS DOOR BRG. BEARING O.C. ON CENTER BRK. BRICK OHGD OVERHEAD GARAGE P :,,JR OPER OPERATOR C.J. CONTROL JOINT OPNG OPENING 9- CENTER LINE OPT OPTIONAL CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD COL. COLUMN OZ OUNCE CONC. CONCRETE 1/R ONE ROD COND. CONDITION 1/S ONE SHELF CONT. CONTINUOUS CANT. CANTILEVER PC PRECAST CLG. CEILING PDS PULL -DOWN STAIR CM CROWN MOLDING PKT POCKET DOOR CR CHAIR RAIL PNL PANEL PLYWD PLYWOOD D DRYER PREFAB PREFABRICATED d PENNY PR PAIR DBL. DOUBLE PROJ PROJECTED DIA. DIAMETER PSI POUNDS PER SQUARE INCH DIR. DIRECTION PSF POUNDS PRE SQUARE FOOT DN DOWN P.T. PRESSURE TREATED DR DW DOOR DISH WASHER QUAD QUADRUPLE DWG D.S. DRAWING DOWNSPOUT REF REFRIGERATOR DTL DETAIL REINF REINFORCED REQ'D REQUIRED EA. EACH RNG RANGE E.J. EXPANSION JOINT R.O. ROUGH OPENING ELEC. ELECTRICAL R RISER ELEV ELEVATION RND ROUND EQ. EQUAL R&S ROD AND SHELF EQUIP. EQUIPMENT EXP EXPANSION SC SOLID CORE EXT. EXTERIOR SCHEM SCHEMATIC EE EACH END SHLF SHELF SHT SHEET FD FLOOR DRAIN SHWR SHOWER FIN. FINISHED FLOOR SIM SIMILAR FND. FOUNDATION SH SINGLE HUNG FLR. FLOOR S.S. STAINLESS STEEL FP FIREPLACE STL STEEL FR FIRE RATED STRUCT STRUCTURAL FXD FIXED SUSP SUSPENSION FRM FRAME SGD SLIDING GLASS DOOP FTG FOOTING SQ SQUARE GA. GAUGE T TREAD GALV. GALVANIZED TB TOWEL BAR GC GENERAL CONTRACTOR T&G TONGUE AND GROOVE GEN GENERAL TEMP TEMPERED GYP. GYPSUM T.O. TOP OF GL GLUE LAM TR TOWEL ROD GLS GLASS TRPL TRIPLE TYP TYPICAL H HIGH HC HOLLOW CORE U.N.O. UNLESS NOTED OTHERWISE VERT VERTICAL HGT. HEIGHT V.L.I.F. VERIFY LOCATION IN FIELD HDR. HEADER HB HOSE BIBB W WASHER HORIZ. HORIZONTAL W/ WITH WC WATER CLOSET INSUL. INSULATION WD WOOD INT. INTERIOR WWM WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB � TM vn a n I an Companies 90 MATAWAN ROAD MATAWAN, NJ 07747 (732) 383-2200 PALMERAASPIRE ELEVATION "A" 6810 SHELBY LYNN WAY ZEPHYRHILLS, FL 33542 LOT 067 TERMITE TREATMENT TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." RELEASE HISTORY AREA TABULATION: ELEVATION "A" 1 ST FLR A/C 2127 SQ. FT. TOTAL A/C 2127 SQ. FT. ENTRY 53 SQ. FT. GARAGE 473 SQ. FT. LANAI 137 SQ. FT. TOTAL UR 2790 SQ. FT. BUILDING DATA THESE PLANS HAVE BEEN PREPARED TO MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 7th Edition (2020) RESIDENTIAL w/ APPLICABLE SUPPLEMENTS OCCUPANCY: R3 BUILDING TYPE: VB SPRINKLED: NO DRAWING INDEX CS.1 CS.2 A1.1 A2.1 A2.2 A3.1 A5.1 A5.2 WP1 E1.1 P1.1 S-0.0 F-1.0 F-2.0 S-1.3 SD-1 SD-2 PBSB-1 COVERSHEET & BUILDING DATA GENERAL NOTES FIRST FLOOR PLAN FRONT & REAR ELEVATIONS SIDE ELEVATIONS ROOF PLAN BUILDING SECTIONS TYPICAL WALL SECTIONS WATERPROOFING DETAILS FIRST FLOOR ELECTRICAL PLAN SLAB PENETRATION PLAN STRUCTURAL NOTES SLAB PLAN ALL t J r ;HALL ,� � VVI-H PREVAILING BLOCK PLAN � ��� �, ,�► ROOF FRAMING PLAN� FOUNDATION DETAILS AN ORmI`dAnlI_ , STRUCTURAL DETAILS STRUCTURAL DETAILS REVIE\N DATE P*Ak PLAN EXAMINER W W 0 M >�Q0 W F- c�UWw < UJ �(1)WIII �crctcc Y O F- Z LL0_0 z z z pz CL Q � J W W a 2 cc a (n000 azo cz cz a o 0 0 0 U O ct5 < W.j w� wA o �z mi X I�1 w J I.i.M O� cn u (L O E U cn W G U) O� U G 6z w aaaa a COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6120 RELEASED: 02/04/21 SHEET GS I GENERAL CONSTRUCTION NOTES DWELLING -GARAGE SEPARATION: R308.4.3 GLAZING IN WINDOWS R311.7.8.2 CONTINUITY ROOF ASSEMBLIES: GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A R302.5 DWELLING -GARAGE OPENING AND PENETRATION PROTECTION SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER R903.2 FLASHING OPENINGS AND PENETRATIONS THROUGH THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM 1. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE FEET, OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 11/2 FLASHINGS SHALL BE USED TO SEAL ROOFING SYSTEMS, WHERE THE SYSTEM IS INTERRUPTED OR TERMINATED AND SHALL BE INSTALLED IN A MANNER THAT PREVENTS MOISTURE FROM ENTERING THE THE GARAGE SHALL BE IN ACCORDANCE WITH SECTIONS R302.5.1 THROUGH R302.5.3. 2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES ABOVE THE FLOOR, INCHES (38 MM) BETWEEN THE WALL AND THE HANDRAILS. WALL AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE PERMEABLE MATERIALS AND AT R302.5.1 OPENING PROTECTION 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. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES, 5. MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. EXCEPTIONS: 1. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE TURN. R903.2.1 LOCATIONS NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES (35 MM) IN THICKNESS, SOLID OR 2. THE USE OF A VOLUTE, TURNOUT, STARTING EASING OR STARTING NEWEL SHALL BE ALLOWED FLASHINGS SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, WHEREVER THERE IS A CHANGE IN HONEYCOMBCORE STEEL DOORS NOT LESS THAN 13/8 INCHES (35 MM) THICK, OR 20-MINUTE FIRE -RATED R308.4.5 GLAZING AND WET SURFACES GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, OVER THE LOWEST TREAD. ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. WHERE FLASHING IS OF METAL, THE METAL SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN PROVIDED IN TABLE R903.2.1 DOORS. SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE R311.7.8.3 GRIP -SIZE OR IN COMPLIANCE WITH RAS 111. 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 R302.6 DWELLING -GARAGE FIRE SEPARATION THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL ANY STANDING OR WALKING SURFACE SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. THIS GRASPABILITY. EXCEPTION: FLASHING IS NOT REQUIRED AT HIP AND RIDGE JUNCTIONS. 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 I. HANDRAILS WITH A CIRCULAR CROSS SECTION HALL HAVE AN OUTSIDE DIAMETER F NOT C CU O S S O S OU S O O R903.2.3 MEMBRANE FLASHINGS THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE PERPENDICULAR AT THE ADJACENT DWELLING UNIT WALL. 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 ALL MEMBRANE FLASHING SHALL BE INSTALLED ACCORDING TO THE ROOF ASSEMBLY MANUFACTURER'S 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 PUBLISHED LITERATURE. 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 TABLE R302.6 DWELLING -GARAGE SEPARATION INCHES (57 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 MM). R905.2.4.1 WIND RESISTANCE OF ASPHALT SHINGLES (IF APPLICABLE) FROM THE RESIDENCE AND ATTICS R308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTIONS R905.2.6 AND R905.2.6.1. 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 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 EXHAUST SYSTEMS: 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 RE 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 M1501.1 OUTDOOR DISCHARGE 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 THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS 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 IN ACCORDANCE WITH SECTION M1506.3. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE 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 VENT OR CRAWL SPACE. 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 ENCLOSED SPACE UNDER STAIRS THAT IS ACCESSED BY A DOOR OR ACCESS PANEL SHALL HAVE WALLS, INCH (0.25 MM). M1502.4.5 DRYER DUCT LENGTH UNDER -STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH (12.7 MM) BOARD. GARAGES: GUARDS: THE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE DETERMINED BY ONE OF THE METHODS GYPSUM SPECIFIED IN SECTIONS M1502.4.5.1 THROUGH M1502.4.5.3. R309.1 FLOOR SURFACE FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX: GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL. R312.1.1 WHERE REQUIRED M1502.4.5.1 SPECIFIED LENGTH GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF PEN -SIDED WALKING SURFACES, INCLUDING THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET (10 668 MM) FROM THE CONNECTION TO R302.9 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR WALL AND CEILING FINISHES THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO STAIRS RAMPS AND LANDINGS, THAT ARE LOCATED M GS, OC D ORE THAN 30 INCHES (762 MM) MEASURED THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. WHERE FITTINGS ARE USED, THE 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 MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN ACCORDANCE WITH TABLE M1502.4.5.1. 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. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. R302.1EGRESS: 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 M1502.4.5.2 MANUFACTURER'S INSTRUCTIONS THE SIZE AND MAX::4UM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED BY THE DRYER FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH FLAME R310.2.1 MINIMUM OPENING AREA LANDINGS, SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN HEIGHT AS MEASURED VERTICALLY ABOVE MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE CODE OFFICIAL SHALL BE PROVIDED WITH A COPY 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. OF THE INSTALLATION INSTRUCTIONS FOR THE MAKE AND MODEL OF THE DRYER AT THE CONCEALMENT FIREBLOCKING: SQUARE FEET. THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24 INCHES AND THE NET INSPECTION. IN THE ABSENCE OF FITTING EQUIVALENT LENGTH CALCULATIONS FROM THE CLOTHES CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES. EXCEPTIONS: DRYER MANUFACTURER, TABLE M1502.4.5.1 SHALL BE USED. 1. GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 34 INCHES (864 MM) 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. M1502.4.5.3 DRYER EXHAUST DUCT POWER VENTILATOR 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 THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED IN ACCORDANCE WITH THE 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) MANUFACTURER'S INSTRUCTIONS FOR THE DRYER EXHAUST DUCT POWER VENTILATOR. 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. WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL HAVE A GENERAL NOTES: 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 ATTENTION GENERAL CONTRACTOR / BUILDER: 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. ISSUANCE OF PLANS FROM THE ARCHITECT SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM REVIEW AND VERIFY ALL NOTES, DIMENSIONS, O S,TRUCION. AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR 1.1.VERTICALLY AT THE CEILING AND FLOOR LEVELS. WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. WINDOW OPENING CONTROL DEVICES EXCEPTIONS: COMMENCEMENT ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR 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 AD IC ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION THE 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. ARCHITECT FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / E 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 REVISIONS. ANY � OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. R312.2.1 WINDOWSILLS SPHERE 43/8 INCHES (111 MM) IN DIAMETER. FINAL L PL MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. ANY ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.7. 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, IN DWELLING UNITS, WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING IS LOCATED LESS THAN 24 INCHES (610 MM) ABOVE THE FINISHED FLOOR AND GREATER THAN 72 INCHES (1829 MM) ABOVE CONCRETE FLOORS: MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE ARCHITECT, THE T 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 ARCHITECT SHALL NOT BE HELD RESPONSIBLE. 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 INSPECTION NOTESF E136 REQUIREMENTS. 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 A 6-MIL (0.006 INCH; 152 MM) POLYETHYLENE OR APPROVED VAPOR RETARDER WITH JOINTS LAPPED NOT LESS THAN 6 INCHES (152 MM) SHALL BE PLACED BETWEEN THE CONCRETE FLOOR SLAB AND THE BASE WORK SHALL NOT BE DONE BEYOND THE POINT INDICATED IN EACH SUCCESSIVE INSPECTION WITHOUT 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. APPROVAL OF THE BUILDING OFFICIAL. THE BUILDING OFFICIAL, UPON FIRST OBTAINING . SHALL NOTIFICATION, SHALL MAKE THE REQUESTED INSPECTIONS AND SHALL EITHER INDICATE THE PORTION UNIT SEPARATION. 2. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F2090. OF THE CONSTRUCTION THAT IS SATISFACTORY AS COMPLETED, OR NOTIFY THE PERMIT HOLDER OR HIS R302.11.1 FIREBLOCKING MATERIALS 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES THAT EXCEPTION: THE VAPOR RETARDER IS NOT REQUIRED FOR THE FOLLOWING: 1. GARAGES, UTILITY BUILDINGS AND OTHER UNHEATED ACCESSORY STRUCTURES. OR HER AGENT WHEREIN THE SAME FAILS TO COMPLY WITH THIS CODE. ANY PORTIONS THAT DO NOT EXCEPT AS PROVIDED IN SECTION R302.11, ITEM 4, FIREBLOCKING SHALL CONSIST OF THE FOLLOWING2. COMPLY WITH SECTION R312.2.2.COMPLY FOR UNHEATED STORAGE ROOMS HAVING AN AREA OF LESS THAN 70 SQUARE FEET (6.5 M2) AND SHALL BE CORRECTED AND SUCH PORTION SHALL NOT BE COVERED OR CONCEALED UNTIL AUTHORIZED BY THE BUILDING OFFICIAL. MATERIALS. ARP STAIRWAYS: 3.DRIVEWAYS, WALKS, PATIOS AND OTHER FLATWORK NOT LIKELY TO BE ENCLOSED AND HEATED AT FOUNDATION INSPECTION NOTES: 1. TWO-INCH (51 MM) NOMINAL LUMBER. A LATER DATE. A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY THE SURVEY SHALL BE ON SITE FOR THE 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. BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING 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 STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS. PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. THE CLEAR WIDTH OF WALL COVERING: 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 EXTERIOR FINISHES: 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 1. CEMENT PLASTER FINISH OVER MASONRY SHALL BE 5/8" THICK TEXTURED PER COMMUNITY 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 STANDARDS. 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 2. CEMENT PLASTER FINISH OVER WOOD SUBSTRATE SHALL BE 7/8" THICK (3) COAT STUCCO OVER (2) 7. BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED MATERIALS R311.7.2 HEADROOM WITH THE MANUFACTUREROS RECOMMENDATIONS. LAYERS OF WATER RESISTANT BARRIERS IN ACCORDANCE WITH FLORIDA BUILDING CODE 7TH EDITION 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 (2020) RESIDENTIAL, R703 AND ASTM C926. TEXTURE PER COMMUNITY 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 SPECIFIC APPLICATION. THE LANDING OR PLATFORM ON THAT PORTION OF THE STAIRWAY. GLASS MAT GYPSUM BACKING PANEL (ASTM C1178) FLOOD ZONE REQUIREMENTS: GYPSUM PANELS (ASTM C1278) PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. R302.12 DRAFTSTOPPING R311FIBER-REINFORCED STAIR TREADS AND RISERS NONASBESTOS FIBER -CEMENT BACKER BOARD (ASTM C1288 OR ISO 8336, CATEGORY C) IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE STAIR T STAIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF THIS SECTION. FOR THE PURPOSES OF NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS (ASTM C1325) MECHANICAL AND HVAC: 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 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET (92.9 M2). DRAFTSTOPPING RUNNERS. WINDOW INSTALLATION GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR 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 PERMIT. ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL R311.7.5.1 RISERS THE RISER HEIGHT SHALL BE NOT MORE THAN INCHES (196 THE RISER SHALL BE MEASURED INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND BE PROVIDED IN FLOOR -CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADDS.S. THE GREATEST RISER HEIGHT AD MANUFACTURER FOR EACH WINDOW. REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER 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 PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (762 mm) DEEP AND 30 INCHES (762 mm) WIDE 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 SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 2.FLOOR FRAMING IS CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS. AN ANGLE NOT MORE THAN 30 DEGREES (0.51 RAD) FROM THE VERTICAL. OPEN RISERS ARE PERMITTED ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE 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 DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. #26 GAUGE (0.48 mm) SHEET STEEL OR 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 OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 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 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 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. INCHES (76 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS UNLESS THE TREAD DEPTH SHALL BE NOT LESS THAN 10 INCHES THE TREAD DEPTH SHALL SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR INSTALLATION INSTRUCTIONS. OTHERWISE APPROVED BY THE BUILDING OFFICIAL. THE INTEGRITY OF THE DRAFTSTOPS SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OOF F THE FOREMOST PROJECTIONN OF FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN MAINTAINED. ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. THE GREATEST TREAD SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN 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 ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. MM). WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE R308.4.1 GLAZING IN DOORS R311.7.5.3 NOSINGS EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: GLAZING IN FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE NOSINGS AT TREADS, LANDINGS AND FLOORS OF STAIRWAYS SHALL HAVE A RADIUS OF CURVATURE AT 1.EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS CONSIDERED TO BE A HAZARDOUS LOCATION. THE NOSING NOT GREATER THAN 9/16 INCH (14 MM) OR A BEVEL NOT EXCEEDING 1/2 INCH (12.7 MM). A SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER NOSING PROJECTION NOT LESS THAN 3/4 INCH (19 MM) AND NOT MORE THAN 11A INCHES (32 MM) SHALL COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE EXCEPTIONS: BE PROVIDED ON STAIRWAYS. THE GREATEST NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS 1. GLAZED OPENINGS OF A SIZE THROUGH WHICH A 3-INCH-DIAMETER SPHERE IS UNABLE TO PASS. NOSING PROJECTION BY MORE THAN 3/8 INCH (9.5 MM) WITHIN A STAIRWAY. SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 2. DECORATIVE GLAZING EXCEPTION: A NOSING PROJECTION IS NOT REQUIRED WHERE THE TREAD DEPTH IS NOT LESS THAN 11 1.1. THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR R308.4.2 GLAZING ADJACENT TO DOORS. INCHES (279 MM). APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TO ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 R311.7.8 HANDRAILS OR DETAILS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW INCHES ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH FLIGHT WITH FOUR OR MORE AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT cc CONDITIONS: RISERS. WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR 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. 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. WHERE THE GLAZING IS ON A WALL LESS THAN 180 DEGREES FROM THE PLANE OF THE DOOR IN A OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE PROFESSIONAL. CLOSED POSITION AND WITHIN 24 INCHES OF THE HINGE SIDE OF AN IN -SWINGING DOOR. THAN 38 INCHES (965 MM). 1.3. IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4. IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR N EXCEPTIONS: EXCEPTIONS: FMA/AAMA/WDMA 400. 1. DECORATIVE GLAZING. 1. THE USE OF A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED OVER THE LOWEST 2, AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR 2. WHERE THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER. BETWEEN THE DOOR TREAD. STUCCO WALLS WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. %y ° AND THE GLAZING. 3. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR LESS IN 2. WHERE HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE CONTINUOUS TRANSITION 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. s o- BETWEEN FLIGHTS, TRANSITIONS AT WINDER TREADS, THE TRANSITION FROM HANDRAIL TO GUARD, OR 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. iOj, DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY WITH SECTION R308.4.3. USED AT THE START OF A FLIGHT, THE HANDRAIL HEIGHT AT THE FITTINGS OR BENDINGS SHALL BE 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF �r_,,,,-. .' JJ7���o:� 4. GLAZING THAT IS ADJACENT TO THE FIXED PANEL OF PATIO DOORS. PERMITTED TO EXCEED 38 INCHES 956 MM). ( ) WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. Ir LLI LUZOX w�ZO >I=QO LU F- LU ? W W (_ � W W x Iz Y 0 1- Z �LL00U) Z Z Z LLI ~ Z �g< = C_ _ 0_ -p O U ZLLU) QZp cz >g - �i Q 0 0 0 u cn O Ij W Im Im" p 0 z O w W 25 z CL W U) C z0 i i i i a i G I I U) o� I I i ' 00 1c; G I aaaaa i c c c f c l i c c l c COMMUNITY: LINKSATCALUSA SPRINGS E PLAN # 6120 L RELEASED: 02/04/21 i SHEET CS2 z w W z 0 U z w Er o n n cp w m m� u r co r 65 w _ cr_ wo Uw N co x ch 3-SIDED ACRYLIC SURROUND 40'-0" 21 '-4" " 8'-10" 8'-10" 16'-0" 5'-4" i i I 1 1`35 SH STUCCO WRAPPED— (53"x63" EGRESS) — — — — — — — — — — — — BEAM @ T-8" lwu R&S STUCCO WRAPPED IQ 4x6 POSTS LANAI ---HI/L OWNER'S _ s'-s° CLG 10 OS SUITE MOISTURE RESISTANT 10 I ,�/IC I 8-8 CLG 8 -8 CLG U DRYWALL CEILING oo I ICD „ 11 6,_62„ i 13'-52„ 8'_8„ g,_4„ I ca CD 35 SH 6068 SGD TEMP i i rLo ' I I � I I � I I (V I I 1„ XFER �- r 18 -12 0 0 GRILL : CI r� 5 -011 GREAT ti� ROOM DROPPED co9- M rIN 8'-8" CLG SOFFIT @ 8'-0" - DOW] -1 - (4)12" SH 1 N _ 5,_02„ N 1, 4,_52„ > ��`� g CAN _ r� .- _ - OWNERS Lo _ N PTRY '-to BATH --- N _� r CO rN CO 8'-8" CLG 2, 31„ , 2_� 52, 1 2 TIN cq r� %, ' \_ m I\ I l co I N L 36" HT. FLAT �� 7 112 2' 0" ' 5'-1" co 3'-2" COUNTERTOP 3i o :- DINING O w iO O R&s" xl _ AREA al Z a -- -- - --� CV CL d 8'-8" CLG l I , Un oC I kAl I WC I r 10'-101„ 4'-51„ „ 3'-51„ 5'-112 1„ ,7 2 2 -0 2 1 -8 2 7'-1" 3'-2" TIN LA KITCHEN REF. N WATERLINE _ _ FFI 1„ 10 -62 % I 1„ i 6 -02 REF.I I �� 2,_4„ -- ---- --g'-6" -------J _311 101 or CL co TIN I p 3-SIDED WC BEDROOM 2 cy)0 r 1�1' ACRYLIC �� °C � � h, 8'-8" CLG o r � I � SURROUND O l aw Q = LAV '. n BEDROOM 3 " y U IN o "IN XFERHALL 8'-8" CLG _ GRILL BATH 2�� do r-INN r 2 �S� 8'-8" CLG r r B WASHER ♦;V) HOVHALL XFER LNDY :.:: :. :. - : :. ,: •:. :..:.. :. .. HALL 8 -8 CLG GRILL " BOX : 8'-8" CLG _ Ln ' AHU ON 2 RAG r r --� STAND 30" , m LOCATION I A.F.F. EXT STE PLUS lad r M �S�I °' I(- I I -�= w 11 I .. - BEDROOM CL ;� CLG c") �'cm r---- T CLG � ° „ 4'0" 1622 N8'-8" ,,^ -4 8 I I �. r 2868 SC DOOR ADD" OSB TO2 10'-61„ 21-411vt N WH r W/ SELF MECH. CLOSET FOR N CLOSER FIRE DRAFT STOP CONCRETE _ 2'-0" CURB j`�� �2"x54.5��'� BR EXT STE �-�- CC 5�--='� BOLLARD PER TIN cy) XFER PLUS BATH 11 GRILL FOYER /a<z J" WALL BOARD ON COMMUNITY u) ¢ 8'-8" CLG GARAGE SIDE. SPEC'S 8'-8" CLG cc ti�6o PROVIDE PROVIDE INSULATION c w ,_ „ LAV co 3'-11- Zo 6'-01" AS REQUIRED �� 8 11 2 2 19-9 ` U ---_ 2 CAR GARAGE - -- SINK _ N 8 -8" CLG N SHELVING W� BAR go`Oo 1/2" CEILING BOARD 8 -11 3 -911 1 -0 4 -411 ABOVE OPT. 24" U/C REF. 10 CV = C �------------------------- ----- l -----� O l I EXT STE PLUS T ENTRY I 8'-8 LIVING ROOM CLG ' 8'-8" CLG i I — I I 12'-8° ALA 80F IT @ 7-P � i 1 g'-4" 1 I I - I 16070 GARAGE DOOR I S 5 1 �� 11 -4 N 3" R 8 -8 2 -7 11 �� 2 -9 2 -4 16 -0 1 2 -4 " 14'-0" 5'-4" 20'-8" 71 40'_0„ ci 70 V FIRST FLOOR PLAN SCALE: 1 /4"=1'-0" LEGEND SYMBOLS BUILDING/WALL SECTION SHT MARKER OINTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE ELEVATION STEP BRKX FLOORING BREAK =w Ln N W � I WALL TYPES 2x WOOD/STEEL FRAMED PARTITION INTERIOR PARTITION w/ INSULATION CMU WALL CMU WALL w/ FURRING & INSULATION NOTE: INTERIOR WALLS ARE DRAWN SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL BRACKET SPACED 16" O.C. FOR VERHANGS GREATER THAN 10" SOLID SURFACE COUNTERTOP 36"x60" ACRYLIC SHWR PAN I,-2„MAX TOP PLATE 2x4 STUD WALL SEE PLANS FOR WALL LAYOUT 3-SIDED 1/2" GYP. f BASE CABINET AS _ ^" ACRYLIC BD- PER SHOP DWG 'j N SURROUND WD.BASE r MOLDING FINISH FLOOR FINISH 3� FLOORI rSUBFL00R A5.1 TYPICAL DOOR PLACEMENT DIAGRAMS ODOORS LOCATED WITHIN A LENGTH OF WALL A 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. DRYER NOTE: TYP. WINDOW HEAD VENT HGT. AT 8'-0" U.N.O. OC J H W Wz0� w�ZO > cc: 0 W :D - cc fnUWW 3 W_ a_ > W 1= cr_ Y O I- z zzzpz cr <2_j w (_ cr 2 �U) 00 �I-QZ� cz r n O O O O U O m a O O � MEMO a. c LLO 2 4.r 0 U) W G U 0� I U) [a IIL'z QaQQa i I i I I I I i COMMUNITY. I I SPRINGS ! PLAN # 6120 RELEASED: 02/04/21 SHEET i Al.l A F- 1'-0" TYR 4" WIDE STUCCO BAND (+1) 6" FASCIA T.O. MASONRY 1I to '�'ll'LlI!Z�1'�l 4" WIDE STUCCO BAND (+1) 4" WIDE STUCCO BAND (+1) FIN. 1ST FLOOR GRADE ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) 12 5 *35 SH REAR ELEVATION SCALE: 1 /4"=1'-0" 12 5 ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) 5:12 ri FRONT ELEVATION SCALE: 1 /4"=1'-0" 2'-0" RETURN 5:12 0 5:12 12 5 c0 n 35 SH FIN. 1 ST FLOOR - - - - GRADE - ROOF SHINGLES PER COMMUNITY SPECS. 5:12 (TYP.) 12 5 \ L / \ 11-011 TYR BAND (+l) BAND (+l) CAI WIF-M-111 INNIF-M-110NIF-M-11FUNI I M�llffi paill Im ll�lmpj 0 all BAND (+1) PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH TRIM COLOR SAND FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM M6 & 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) n +1 16" FOAM PANEL SHUTTER WINDOW 4" STUCCO BAND +2 +1 +1 WINDOW TRIM DETAILS SCALE: 3/4"=1'-0" FEB 83 GARAGE HEAD �0�1 4� &TRIM DETAIL�``�ai y4 SCALE: 3/4"=V-0" _* cc W �_CC LUo°~ } wcao =)�H 1= i— W o =pLLJ Lu CLU)Wg iY x D: ° z z gwmm a _cr _ _3U)a0 n �IP< n O �¢ Q 0 0 0 ft u a 0 I� 00 wU) a Z � O A �•.�r Z o I �w w Z j ommm 0w IL U) w IL O U W G Ozw g r aaaaa Z i i i i i COMMUNITY. UNKS ATAUSA i SPRINGS ! PLAN # 6120 ! RELEASED: 02/04/21 SHEET i A2. I 4" WIDE STUCCO BAND (+1) 2'-0" TYR 4" WIDE STUCCO BAND (+1) 12 5 ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) 5:12 0 12 5 0 1� 5 LEFT ELEVATION SCALE: 1 /4"=1'-0" RIGHT ELEVATION SCALE: 1 /4"=1'-0" 12 5�/ 4" WIDE STUCCO BAND (+1) - 35 SH *25 SH *25 SH 4" WIDE STUCCO BAND (+1) 5:12 0 ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) 12 5 1'-0" TYR PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH SAND TRIM COLOR FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C 1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) FEB ° 3 ?421 ,,eRt"sir; 7 31 1. -k C p e E •.� 6. f i i i iii t 0''`�'�� Ir W Lu o°� >o ao LU F— U) 3: W cr W n r a: Y O F- Z obILL 00U) Z QZQ Z ~ Z_ W C- 2 C: D- �cnpOU �FEZLLcn P Q z C] cz n O �Z H 0 0 0 U U) O z Im O 0 0 w � j w w a w a. A U) w O R a W G ul o� �o aaaaa Z COMMUNITY: UNKSATCA SA SPRINGS PLAN # 6120 RELEASED: 02/04/21 SHEET A292 ROOF ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 2737 SQ. FT. 1314 SQ. IN. UPPER VENT 40% NET VENT MIN. 526 SQ. IN. UPPER VENT 50% NET VENT MAX. 657 SQ. IN. UPPER VENTS REQUIRED 48" TAMCO OFF -RIDGE VENT (138 SI NET FREE) 4 VENTS NET FREE AREA UPPER ROOF VENTING 552 SQ. IN. NET FREE AREA SOFFIT VENTING 762 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SQ. IN. / LF. 116 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 ROOF PLAN SCALE: 1 /4"=V-0" cc w CC Lu wz0= O >- H WowcaO p F- Lu < w CC U)Wg Jm � cc cc Ir �10E—Z LL O O u) Z Z z Lu ~ Lu cr < w(L2tr0- mU)a00 = Z LL (n �I—QZO q) cz." cz H �Q 0 H O O O U O Z c� 0 (L 0 mi O w O w M w 0 E U) W G U) O� �o Z aaaaa COMMUNITY: UNKSATCASA SPRINGS PLAN # 6120 RELEASED: 02/04/21 SHEET A3. I T_O.M T.o_WDV1 FIN. FLR 1'-01. BUILDING SECTION SCALE: 1/2"=1'-0" (22"x34") SCALE: 1 /4"=1'-0" 11 "x17") 12 PRE-ENG. ROOF TRUSSES (SEE 5 � FRAMING SHEET FOR DETAILS) / /_ GREAT ROOM KITCHEN 2 A5.1 i i BEDROOM z i i BUILDING SECTION SCALE: 1 /2"=1'-0" 22x34" SCALE: 1/4"=1'-0" 11"x17" INSULATION PER ENERGY CALCS. T.O.M. T.O. WDW ---FIN. FLR. FOOTING PER FOUNDATION PLAN cr w }2cr �001=- } 51=<o w0H Q?�w w (L 5 cr Y 0 H Z ,a L000) z z z p w cc: �Q< J w a 2 a cQ = Z LO _W n cz n O O �Z N O 0 cn U z O O � m P 0 w cn O Co mj z w a� A boom" D im w CL O R U G z o� ro wzaaaaa COMMUNITY; SPRINGS PLAN # 6120 RELEASED: 02/04/21 SHEET AS. I ROOF SHINGLES OVER 2/ifil 15# ROOFING FELT 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 n n o o o. (C-) STRUCTURAL. A)uu OIL TOP OF C.M.U. (REFER TO ELEV.) INSULATION PER COMMUNITY SPEC. SEE SEE ENERGY CALCS. _ _ _ ELEV. 1/2 (MIN.) CLG. BD. 2x6 ALUM WRAPPED FASCIA ix PT DRAPE BLKG BD. w/ALUM DRIP EDGE. ABOVE WINDOWS 1/2" SOFFIT PER SPECS G.W.B. SEE STRUCTURAL WINDOW PER PLAN PLAN GYP.BD. WINDOW SILL 1/2" GYP. BD. OVER RADIANT PRECAST WIN. SILL BARRIER INSULATION (R-4.1) ATTACHED TO ix2 PT. FURRING @ 24" O.C. Z//:SLOPE GRADE AWAY BASE BOARD FROM HOUSE —� 4 0'-0" FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. 1-STORY WALL @ WINDOW SCALE: 1/2" = 1'-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 FINISH EXTERIOR- CMU BLOCK WALL NOTE: ELECTRICAL PANEL IS TO BE INSTALLED ACCORDING TO ALL APPLICABLE LOCAL, STATE AND NATIONAL CODES. VERIFY PANEL DIMENSIONS PRIOR TO CONSTRUCTION. GYPSUM GYPSUM BOARD BOARD Z g 3 1/2" J" GYPSL w GARAGE a BOARD NICHE F( ELECTRP PANEL & WIRING N ELECTRICAL C.) PANEL ELECTRP PANEL N `° EXTERIO co CMU BLC WALL CONCRETE "' CONCRE' �CURB REFER CURB RE TO PLANS TO PLAN; CONCRETI °A SLAB ON GRADE GRADE Al GARAGE FLOOR ROOF SHINGLES OVER 12 15# ROOFING FELT SEE ROOF PRE-ENGINEERED ROOF PLAN TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. OIL TOP OF C.M.U. (REFER TO ELEV.) SEE L \-2x6 ALUM WRAPPED FASCIA ELEV. BD. w/ALUM DRIP EDGE. 1/2" (MIN.) ---- SOFFIT PER SPECS CLG. BD. (t" TYPE 'X' GYP. BD. SEE STRUCTURAL TO BE PROVIDED PLAN WHEN LIVING SPACE IS ABOVE GARAGE) 8" CMU BLOCK W/ CEMENTITIOUS FINISH (BEYOND) EXPANSION JOINT GARAGE SLALL " DRIVEWAY PER COMMUNITY SEE STRUCT4 SPECS PLANS O, 0'-0" ft SLOPE FIN. FL. E10 `—FOUNDATION i4d PER STRUCTURAL DRAWINGS WALL SECTION CadGARAGE DOOR SCALE: 1/2" =1'-0" IC OR SECOND FLOOR LIVING SPACE REFER • PLANS• ELECTRICAL PANEL NICHE AT CMU BLOCK WALL NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION Cc w }2cr �00}F- LIJ >cwc¢0 wof- Lu < w m cc U) J w w 5D=irD= Y 0 H z ,d u- 0 0 U) zzz�z °Cga�J wa- =cra �=ZLO� a?o cz-cz c coc o IQ- 0 0 U O Im U) 0 z 0 0 J ommo ma x w U U �w a a cn a cn w IL O F U W G O� 0 �Z G aaaaa COMMUNITY: LINKSATCALUSA SPRINGS PLAN # 6120 RELEASED: 02/04/21 SHEET Av•22 z i :n z g 3- 4 z TT "L" FLASHING SCALE: N.T.S. WOOD SHEATHING 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) a" THICK, 3 COAT CEMENT PLASTER LAP WRB & TAPE OVER ROOF/WALL SCREED 5X5 "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) ICE AND WATER SHIELD 15" VERTICAL AND 15" DOWN ROOF CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF CEMENT SHINGLE ROOFING 4) INSTALL WINDOW OR DOOR. FASTEN PER PRODUCT APPROVALS AND SEAL WINDOW OR DOOR FRAME TO P.T. WOOD BUCK AND MASONRY SEAL EDGE OF P.T. WOOL BUCK TO MASONRY 2) SET P.T. WOOD BUCK OVER CMU WATERPROOFING IN URETHANE SEALANT. FASTEN PER PRODUCT APPROVALS. 3) APPLY LIQUID WATERPROOFING MEMBRANE OVER THE TC AND EXTERIOR FACE OF BUCK AND SILL CMU OPENING WATERPROOFING SCALE: N.T.S. $" 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 F- WRB APPROX. 1-1/2" ABOVE SHINGLES ROOF/WALL SCREED a gBO 5X5 WALL FLASHING r KICK -OUT FLASHING (SEE DTL. BELOW) FELT UNDERLAYMENT SHINGLE ROOFING FASCIA WRAP DRIP EDGE: OVERLAP 3", EXTEND BELOW SHEATHING, MECH. FASTEN 4" O.C. MAX. KICKOUT SCALE: N.T.S. DETAIL STEP 1 FOLE FOLD INWARD @ PT. A STEP 3 FOLD @ FOLD ar 770 FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C EXTERIOR CMU WALL 1) PROTECTO WRAP LWM200 OR SIMILAR ON WINDOW SILL, JAMBS AND HEAD. APPLY AROUND CORNER AND EXTEND 6" ALL AROUND THE EDGES OF THE WALL PRECAST SILL STEP 2 0 M.J FOLD INWARD @ PT. A CREASE @ PT. B STEP 4 WATERTIGHT SEAL. FOLD. DO NOT CUT. res O 3 BOTTOM FLANGE,.",.ZOZ� y FOLD INWARD @ PT. A CREASE @ PT. B a CREASE @ PT. C ' FOLD PT. C OVER PT. B TILL PT. C TOUCHES BOTTOM FLANGE ✓r It W WZO= O} F— > cr 0 p I— < ? W W ; Wg J 5cccrcc Y O F— z odLL00co zzz�W °- _j _j Wa.=cca _jU) 0U �2ZLLcn �H¢?o ro- o H 0 0 U 0 o p t� o o w aw � momm wcn a. flog w 2 a 0 R U 0 04 �o COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6120 RELEASED: 02/04/21 SHEET wpw l 2" PVC CONDUIT 2-2/0 COPPER 1-1/0 COPPER 0 OR 2-4/0 ALUMINUM 150 AMP 42 WTER 1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT #4 COPPER OR ALUM. BREAKER 1/2" PVC CONCRETE ENCASED GROUNDED ELECTRODE I I I I I I I I I I I I ELECTRICAL RISER DIAGRAM NOT TO SCALE FIRST FLOOR ELECTRICAL PLAN SCALE: 1 /4"=V-0" A/C DISCONNECT LL C7 a ELECTRICAL METER (V.I.F.) ELECTRICAL KEY 0 DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH -¢- KEYLESS LIGHT FIXTURE -':F CEILING MOUNTED LED LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE 06 VAPOR PROOF LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN Q EXHAUST FAN/LIGHT COMBINATION ® CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) ® COMBINATION SMOKE / CO2 DETECTOR ® SMOKE DETECTOR �4 TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) 01 ELECTRIC METER = ELECTRIC PANEL -�+ DISCONNECT SWITCH dQ JUNCTION BOX STANDARD ELECTRICAL LINE NOTES: 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AND ARC FAULT CIRCUIT INTERRUPTERS (AFCI) PER 2020 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 2O20 NFPA 70, FLORIDA RESIDENTIAL CODE 2020, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 6. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. 7. CIRCUIT NUMBERS ARE FOR REFERENCE ONLY. 8. LUMINAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF 2020 NEC 410.16(A) & (B) 9. RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED 10. A MIN OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS 11. GFCI DEVICES SHALL BE READILY ACCESSIBLE 12. REFER TO ENERGY CALCULATIONS FOR ADDITIONAL INFORMATION. 13. PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN COMPLIANCE WITH NEC 110.26. 14. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE W � } 2 LLI LUZ O O I=- } wo�[¢O C, H Lu LF" Qw mo ;LULU J �crcccr �ZZ�w �gQZ J W a = r =ZLLW �I-QZ� cz'N. cz n Q o O �¢ 8i H 0 0 0 U O � 00 IL 0 0.1 w w r..n (L cn w w w a O R N W C cn Od ro �Zaaaaa COMMUNITY: UNKS AT CALU A SPRINGS PLAN # 6120 RELEASED: 02/04/21 SHEET El*l is N TICS T SLAB PENETRATION PLAN SCALE: 1/4"=1'-0" cc `y W �0`,F- > cc 0 W = H W 0 _ W �4 J W _ Y 0 F— z ,5LL00C/) zzz�z Wga�� a.=tea � c/) 0 ) Qzcz �a �n O O z O u a O z 00 O 0 o w w z � w U) a im U) (L O R W VI _Od 0 zaaaaa COMMUNITY; LINKS A CALUSA SPRINGS PLAN # 6120 RELEASED: 02/04/21 SHEEP PI:1 Z Q 0 06 U) Z g a w co w x MASONRY LINTEL ASSEMBLIES 5EE 5GHEDULE AND 5PECIFICATION5 FOR ADD'L INFO I i ' MIN. (1)COURSE/800 I JL'++- MIN. (1) COURSEMOND L2 I BEAM ABOVE LINTEL I QJ I BEAM ABOVE LINTEL baaur 6Rour BOTTOM REINF. 4:Z I pp, I PRECAST LINTEL WPRECAST LINTEL W EI`4xx ED IMNF. #�"^FI E 18EDDED REINF. MB-2 i -- i i i i � TOP COURSE, IF 1 i +� TOP COURSE, IF L4J '+i m I L4J i _ RE10 P9t ARCH. REQ'D P82 ARLN. TOP REW OR CONT. GONi. BOND BEAM BOND BEAM RE1W. REINF. A5 R6Q D 6RouT GROUT BOTTOM REINF. BOTTOM REIN. PRECAST LINTS w/ rl EMBEDDED REINF. I a• I PRECAST LINTS Wt-`�-f BEDDED REINF. M5-3 N MB-4 MASONRY LINTEL DETAILS REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT M13-1 8F8-013/0T ----- ----- MB-2 8F8-I5/OT ----- (1) #5 M13-3 BFIb-IB/IT (1) #5 (1) *5 M3-4 8RFI4-I13 ----- ---- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T CO., AND LOTT'S GONGRETE. NOTES: I. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-0" 5HALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINTEL5 5HALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT OUT OR MODIFY PRESTRESSED LINTEL5. 5. ALL REINFORGEMENT 5HALL BE GRADE 60, f y=60 k5I 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOGATED DIRECTLY ABOVE THE OPENING BELOW SHEET L 1ST I N17EX SHEET DE5GRIPTION 5HEET TITLE 5-0.0 STRUCTURAL NOTES F-1.0 5LAB PLAN F-2.0 BLOCK PLAN 5-1.5 ROOF FRAMING PLAN 50-1 FOUNDATION DETAIL5 50-2 5TRUGTURAL DETAIL5 P555-1 5TRUGTURAL DETAIL5 6ENERAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BA5ED ON Ith EDITION (2020) FLORIDA BUILDING CODE. • FOOTING DE516N - THE5E FOOTINGS HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING GAPAGITY OF 1,500 P5F. • ALL LUMBER EXP05ED TO WEATHER OR IN GONTAGT W/ GONGRETE OR MA50NRY FOUNDATION SHALL BE PRE5ERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALL5 TO 5LA13 WITH Y4" DIA. x 23/4" LONG TAPGON5 o 32" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE EN05. • BUILDER TO VERIFY GORRO51ON-RE5I5TANCE GOMPATIBILITY OF HARDWARE 4 FA5TENER5 IN GONTAGT w/ PRE5ERVATIVE-TREATED WOOD. CONTACT LUMBER 4 HARDWARE 5UPPLIER5 TO GOORD. • CONCRETE DE516N BASED ON AGI 316. GONGRETE 5HALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE STRENGTHS IN 28 DAY5, U.N.O.: Pc = 2,500 psi:....... FOOTIN65 2,500 p51:....... 5LAB5 ON GRADE (INTERIOR d EXTERIOR) fy = 60,000 psi ...... REBAR • ALL GONGRETE 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 GRADE. • FOOTIN65 AND 5LAB5 ON GRADE 5HALL BEAR ON VIRGIN 501L OR q5% COMPACTED FILL. • 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" AGGREGATE • GONGRETE MA50NRY UNIT5 5HALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE 5TREN6TH OF I1-100 P51 (F'M = 1500 P51). ALL MORTAR 5HALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON AGI 530/530.1 • REINFORCED GMU GORE5 (A5 INDIGATED ON PLAN) 5HALL ID BE REINFORCED w/ (1) #5 BAR VERTIGAL. BAR 5HALL EXTEND INTO BOND BEAM AT TOP WALL AND 5HALL ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP 5PLIGE WITH FOOTING DOWEL. • GROUT SOLID ALL REINFORCED GMU GELL5 AND BOND BEAM5 • ALL BOND BEAM5 ARE TO BE 8" GONT. FULL LENGTH OF WALL w/ (1) #5 BAR CONT. (TYP. ® EXT. PERIMETER) • PROVIDE (1) #5 BAR GROUTED 5OLID ON EACH 51DE OF ALL MASONRY OPENIN65 AND AT ALL WALL GORNER5. • VERTIGAL REINFORCEMENT 5HALL BE HELD IN PLAGE AT THE TOP AND BOTTOM, 5HALL BE LOCATED IN THE CENTER OF THE MASONRY CELL, AND 5HALL BE LOCATED AT A MAXIMUM OF 6-0" O.G. IN EXTERIOR WALL5. (A5 5HOWN ON PLAN5) • ROU6H OPENIN65 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINT5 AT ALL IN51DE GORNER5 OF SLAB E06E5, AND OTHER LOGATION5 WHERE SLAB GRAGK5 ARE LIKELY TO DEVELOP. EXAGT LOGATION5 PER BUILDER. • SAW GUT OR TOOLED JOINT DEPTH 5HALL BE Y4 OF THE DEPTH OF THE 5LAB (I" FOR A 4" 5LAB) • JOINT5 5HALL BE LOCATED o 12'-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN 5HALL BE A5 GL05E TO 5QUARE5 A5 P055113LE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION 5PECFICATION5 (TYP. U.N.O.) DE5GRIPTION OF BLDG. ELEMENT 3"4.131" NAIL5 3"4.120" NAIL5 J015T TO 5OLE PLATE (3) TOENAIL5 (3) TOENAIL5* 50LE PLATE TO J015TBLK'6. (3) NAIL5 o 4" o.c. (3) NAIL5 o 4" o.c. 5TUD TO 50LE PLATE 2 TOENAILS (3) TOENAIL5* TOP OR 50LE PLATE TO STUD 2 NAIL5 3 NAIL5 RIM TO TOP PLATE TOENAIL5 0 8" o.c. TOENAIL5 0 6" o.c.* BLK'6. BTWN. J01575 TO TOP PL. (3) TOENAIL5 (3) TOENAIL5* DOUBLE 5TUD NAIL5 0 24" o.c. NAIL5 o 16" o.c. DOUBLE TOP PLATE NAIL5 o 24" o.c. NAIL5 o I6" o.c. DOUBLE TOP PLATE LAP 5PLIGE q NAIL5 IN LAPPED AREA II NAIL5 IN LAPPED AREA TOP PLATE LAP o GORNER5 4 INTER5EGTIN6 WALLS (2) NAIL5 (2) NAIL5 * 2/2"xO.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"4.120", 5AME 5PAGIN6 OR NUMBER OF NAIL5. (ONLY ACCEPTABLE WHERE * ARE 5HOWN) TH 15 MODEL HAS BEEN DE516NED IN AGGORDANGE WITH THE Ith EDITION (2020) FLORIDA BU I LD I N6 GODE (5EGT1 ON 1(90q) LATERAL DE516N REQU I REMENT5 FOR THE FOLLOWIN6 WIND SPEED EXP05URE ONLY: 140 MPH - EXP. B WIND IMPORTANCE FACTOR = 1.0 NTERNAL PRESSURE COEFFICIENT = ENCLOSED, +/- 0.18 ANY WIND 5PEED/EXP05URE NOT LISTED HERE REQUIRES FORMAL EVALUATION I APPROVAL FROM M+K STRUGTURAL EN6INEERIN6. EXTERIOR $ SHEAR WALL SHEATHING SPEC I F I CATIONS INDIGATE5 LOGATION AND EXTENT OF 5HEARWALL WHIGH REQUIRES 5HEATHIN6 AND/ OR FASTENING 5PEGIFICATION5 BEYOND THAT OF 5TNORD GON5TRUGTION SYMBOL SHEAR PANEL 5PEG. 15/32" PLYWOOD OR 056 FA5TENED w/ PI 2y2"x0.131 " NAIL5 @ 6" o.(,. ALON6 PANEL E06E5 AND 12" o.c. IN THE PANEL FIELD. 15/52" PLYWOOD OR 05B FA5TENED W P3 21/2"x0.131" NAIL5 @ 3" o.c. ALONG PANEL E06E5 AND 12" o.G. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENT5: SHEATHE ALL EXTERIOR WOOD FRAMED WALL5 w/ 15/32" PLYWOOD OR O5B FASTENED w/ 2 "xO.131" NAIL5 ® 6" O.G. AT ALL PANEL ED6E5 AND o 12" O.G. AT GRNTER. (U.N.O. ON PLAN5) I. ALL PANEL E06E5 5HALL OGGUR OVER FRAMING OR 2X BLOGKINC7 5HALL BE PROVIDED TO SUPPORT PANEL EDGE AND FA5TENIN6 2. ALL 5TRUGTURAL PANEL5 ARE TO BE DIRECTLY APPLIED TO 5TUD FRAMING ® Ib"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALL5 5HALL HAVE DOUBLE TOP PLATE5 FASTENED TOGETHER w/ 3►'2"x0.131" NAIL5 0 16"o.c. U5E (8) 5h"x0.131" NAIL5 ® EA. LAP 5PLIGE. (TYP. U.N.o) 4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALL5 ARE GONTINUOU5 SHEATHED ABOVE AND BELOW OPENIN65. 5. 5EE ARGHITEGTURAL ORANINC75 FOR ADD'L WALL GON5TRUGTION REQUIREMENT5. 6. ALL EXTERIOR WALL5 ARE GON5IDERED 5HEARW6%LL5. 1. WHERE PANELS ARE APPLIED TO BOTH FAGE5 OF WALL, PANEL JOINTS 5HALL BE OFF5ET TO FALL ON DIFFERENT FRAMING MEMBER5. 8. A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENINC75 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LONG A5 THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 EDGE NAILING REQUIRED AND OGGUR 16" MINIMUM FROM THE EN05 OF THE 5HEARWALL. q. ALL 5HEATHIN6 PANEL5 TO MEET U.5. PRODUGT STANDARD P51 OR P52, OR APA PRP-108 WITH 33(6 SPAN RATING (MAX) 10. NOTE: IF FIRE -RATED DETAIL5 ARE REQUIRED BY THE ARCHITECTURAL PLAN5, THE 5HEATHIN6 U5ED IN THE -FIRE RATED A55EMBLIE5 5HALL BE NOMINAL ID/W: THIGK. APA RATED 5HEATHIN5 23(e EXP05URE 1 055 OR PLYWOOD PEf AGGORDANGE WITH THE UL DE516% 5PEGIFIED. Window 4 Door Allowable Wind Pre55ure5 140 MPH Wind Zone Ex o5ure B OPENING 51ZE INTERIOR ZONES END ZONE5CD 6 Garage Door +18.5 P5F/-20.q P5F +18.5 P5F/-20.q P5F 16' Garage Door +113 P5F/-Iq.1 P5F +11.1 P5F/-Iq.1 P5F 10 5QFT. +21.2 P5F/-22.q P5F +21.4 P5F/-28.3 P5F 20 SQFT. +20.2 P5F/-22.0 P5F +202 P5F/-26.4 P5F 50 SOFT. +Iq.O P5F/-20.8 P5F +lq.O P5F/-23.q P5F 100 SOFT. +18.0 P5F/-Iq.6 P5F +15.0 P5F/-22.0 P5F 500 5QFT. +15.8 P5F/-11.6 P5F +15.6 P5F/-11.6 P5F (I)End Zone is defined as the smaller of 10% of least horiz. dim. or 40% of mean roof height. NOTE: Pressures charted here are allowable pressures and have been reduced per A5GE 1-I6 section 2.4.1 from ultimate pressures. Divide allowable pressures above by a factor of 0.6 to obtain ultimate pressures. ROOF FRAM I N6 • 5EE ROOF TRU55 UPLIFT CONNECTOR 5CHEDULE FOR ALL ROOF TRU55 GONNEGTOR5. • ROOF 5HEATHIN6 SHALL BE 7/I6" MIN. 05B/PLYWOOD SHEATHING 2446, EXP05URE I. FA5TEN 5HEATHIN6 TO ROOF MEMBER5 w/ 2 %"4.113" RING SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL E06E5 8 ® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END $ DRA6 TRU55E5 w/ RING SHANK NAIL5 o 3" O.G. (U.N.O.). PROVIDE BLOCKING ALONG PANEL E06E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" 5TYLE GLIP5 ALONG UNSUPPORTED ED6E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 5HALL EXTEND GONTINUOU5LY UNDER ALL OVERFRAMING. • TRU55 ALL VALLEY 5ET5. FA5TEN EAGH TO TRU55 BELOW w/ 51MP50N VTGR GLIP5 o 24" O.G. • ALL METAL HAN6ER5 5HALL BE 5PEGIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • ERECT AND IN5TALL ROOF TRU55E5 PER WTGA 4 TPI'S OG51 I GUIDE TO GOOD PRAGTIGE FOR HANDLING, INSTALLING It BRACING OF METAL PLATE GONNEGTED WOOD TRU55E5." • ROOF TRU55 5HOP DW65. 5HALL BE SUBMITTED TO ARGH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • 5UPPORT PORCH $ 5HORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"4.131" NAILS o 16" O.G. UPLIFT CONNECTORS BEARING GONDITION TRU55 GONNEGTOR < 15' 51 MP50N H2.5T SINGLE ROOF TRU55 BEARING ON > 15' SIMPSON HIOA WOOD 5TUD WALL/WOOD BEAM ROOF GIRDER TRU55 BEARING ON WOOD STUD WALL/WOOD BEAM ALL 51MP50N HT520 51N6LE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL ROOF 6.T., FLU514 BEAM OR FLU5H G.T. BR6. ON GMU WALL ALL (2) 51MP50N HETAI6 ALL BEARING POINTS OF EAGH ROOF TRU55 5HALL BE CONNECTED WITH GONNECTOR A5 L15TED ABOVE. IT 15 THE RBPON51BILITY OF THE ENGINEER OF REGORD TO DE516N THE UPLIFT CONNEGTOR5 PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE-516N 5TANDARD5 FOR METAL PLATE CONNECTED WOOD TRU55 GON5TRUGTION". MW HA5 ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENT5 OF A5GE-1-I6. ALL UPLIFT GONNEGTOR5 AND LOA05 PER THI5 DRAWING 5HALL SUPER5EDE THE TRU55 MANUFAGTURER'S UPLIFT CONNECTOR 5PEGIFICATION5 AND LOADS SHOWN ON THE SHOP GARD5. LEGEND • ® INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL I; : ; ; I EXTENT OF OVERFRAMING •-- - --INDIGATE5 I/8"A" 5AW GUT GONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE (5EE NOTE5) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOCKING UNDER P05T OR JAMB ABOVE. 6ENERAL STRUCTURAL NOTES • DESIGN 15 BASED ON Ith EDITION (2020) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON N05, "NATIONAL DE516N 5PEGIFIGATION FOR WOOD GON5TRUGTION" - LATEST EDITION. • DESIGN LOA05: ROOF LIVE = 20 P5F DEAD = l P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INCLUDING 5TAIR5 4 DEGK5) = 30 1:15F ® 5LEEPIN6 AREA5 = 50 P5F ® GARAGE = 200 # POINT LOAD ® 6UARD5/HANDRAIL5 = 50 P5F o GUARD IN -FILL GOMPONENT5 DEAD = 10 P5F (20 P5F TOTAL ® TILE) WIND ULTIMATE WIND SPEED t EXP05URE A5 L15TED R15K GATEC70RY II GENERAL FRAMING • EXTERIOR WOOD STUD BEARING WALL5 5HALL BE 2x 5PF#2 OR 5YP#2 0 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD 5TUD BEARING WALL5 5HALL BE 2x 5PF OR 5YP STUD' GRADE LUMBER o 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 5HALL BE GON5TRUGTED WITH 2x STUD' GRADE MEMBERS 5PAGED o 16" O.G. (MAX.). • ALL NON -BEARING INTERIOR STUD WALL5 5HALL BE GON5TRUGTED WITH 2x 'STUD' GRADE MEMBERS 5PAGED o 24" O.G. (MAX). • ALL HEADER5 5HALL BE 5UPPORTED BY (1)2x JACK 5TU0 4 (1)2x KING STUD, MINIMUM. - THE NUMBER OF 5TUD5 5PEGIFIED AT A SUPPORT INDIGATE5 THE NUMBER OF JACK 5TUD5 REQUIRED, U.N.O.. • ALL HEADERS, BEAMS $ OTHER 5TRUGTURAL MEMBERS 5HALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAM5 4 HEADER5 W/ 3-ROW5 OF 3"4.131" NAIL5 o 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FAGE5 0 3-PLY OR MORE GONDITION5. UTILIZE 2 ROW5 OF NAIL5 FOR 2x6 $ 2x8 MEMBERS. • FAGE NAIL BUILT UP 2x P05T5 W/ 3"4.131" NAIL5 o 16" O.G. 5TAG6ERED. APPLY NAILING FROM BOTH FAGE5 o 3-PLY OR MORE GONDITION5. • REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL GONNEGTION5 (TYP. U.N.O. ON PLAN5). • 5HEATH ALL WOOD FRAMED EXTERIOR WALL5 w/ 1/16" 055 FASTENED w/ 2V2"x0.131" NAIL5 ® 6" O.G. ® E06E5 4 12" O.G. GENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL EDGE5. 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^b psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10^b psi . FOR 2 4 3 PLY BEAM5 OF EQUAL WIDTH, FA5TEN PLIES TOGETHER WITH 3 ROW5 OF 3"4.131" NAIL5 o 8" O/G OR 2 ROW5 Y4"x3V2" 51MP50N 505 5GREW5 (OR %" TRU55LOK 5GREW5) o 16" 0/6. U5E A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FAGE5 FOR 3-PLY CONDITION. LOGATE TOP 8 BOTTOM NAIL5/5GREW5 2" FROM EDGE. 50L10 3 Y2" OR 5 Y4" BEAM5 ARE ACCEPTABLE. U5E 2 ROW5 OF NAIL5 FOR 2x6 4 2x8 MEMBERS. . FOR 4 PLY BEAM5 OF EQUAL WIDTH, FA5TEN PLIES TOGETHER WITH 3 ROW5 0FY4"xb" 51MP50N 505 5GREW5 (OR 6 %" TRU55LOK 5GREW5) o 16" 0/G. U5E A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FAGE5 (ONE 51DE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. A 50LID T BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL 5TUD5 IN CONTACT w/ GMU WALL5 5HALL BE PRESERVATIVE TREATED AND FA5TENED w/Y4" DIA. X 4" LONG TAPGON5 0 24" O.G. FLOOR FRAM I N6 • I-JOI5T5/TRU55E5 5HALL BE DE5I6NED BY MANUR TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HAN6ER5 5HALL BE 5PEGIFIED BY I-J015T /TRU55 MANUFACTURER, UNLE55 OTHERWI5E NOTED. • I-J015T/TRU55 SHOP DW65. 5HALL BE SUBMITTED TO ARCH. 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • FLOOR 5HEATHIN6 5HALL BE 23/32" CONFORMING TO P52-04, 24" O.G., EXP05URE I, TONGUE AND GROOVE E06E5, FASTEN 5HEATHIN6 TO FRAMING MEMBERS W/ GLUE AND 3"x0.131" NAIL5 o 6" O.G. AT PANEL E06E5 4 12" O.G. AT INTERMEDIATE SUPPORT5. TYPIGAL 5TAIR GON5TRUGTION NOTE5 • (5) 51N65LE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR LANDING, WHERE APPLICABLE, AND 2xb P.T. PLATE AT BOTTOM w/ (1) 51MP50N A35 CLIP AT EACH 5TRINGER. • FASTEN 2xb P.T. PLATE TO GONGRETE 5LAB w/ (3) 34j," DIA. x 3 Y2" LONG TAPGON5. • FASTEN END 5TRIN6ER5 TO ADJAGENT WALL5 w/ (2) 3"x0.131" NAIL5 AT EACH STUD, WHERE APPLICABLE. • PROVIDE 3/4" FLOOR DECKING ON R15ER5 AND I" FLOOR DECKING ON TREAD5. • 5EE 5TAIR FRAMING 5EGTION FOR MORE INFO. seal: � 4 © copy Tory �Btruc�� �da1aleri rrif:�in��. aZ _J W w z c Z w J Z= W� a J JH z W a Ca W C IV Hj a 0E E w .Q CM _Q C b m� Q A .0 8 m pp N M M&K project number: 068.2001 1 project mgr: drawn by: issue date: JSB MJT 01 -2 6-21 REVISIONS: date: initial: sheet: 4� a 'Q 0_ 0 J LL z a U7 < W J r'Q V 'Q �~ Z 0 ..� J J SM0.0 12" WIDE GONG. — TURNDONN EXTENDED MIN. 1211 BELOW GRADE M1 181_Sn PATIO SLAB: Cl 3 Y2" GONG. SLAB ON GRADE (2500 P51 MIN) W/ 6x6-N1.4xN1.4 MESH OR FIBER MESH ON q5% GOMPAGTED FILL OR VIRC71N SOIL. 21'-411 2 5D-1 3Y2'I STEP--------— a 5D- 5D-I 5D-I I 3 Y2" STEP I I I 61_211 I I 5.6.D. REGE55 PER MANUFAGTURERS • I INSTRUGTION i II I •I ' I .I I _ t__� 1 I NOTE: REFER TO BLOCK PLAN FOR ALL DOWEL LOCATION DIMENSIONS. HVAG UNIT I I I I I I � I • I I I I I I I I l i I I I I. I • I .I I 201_011 01 1 201_011 • I I r-------3Y2'I51EP--------� K4 ?47-� I I I I I 5D—I i 5D—I • I _ I 11 - 3 Y STEP I 1 2 6ARA6E SLAB: I I 3 Y2" GONG. SLAB ON GRADE 7 I (2500 P51 MIN.) w/ 6x6-NI.4xNl.4 I • 5D-I I MESH OR FIBER MESH OVER 6 I I 1 MIL. POLY ON q5% GOMPAGTED -3 y211 5 P FILL OR VIR61N SOIL. 1_ __ ___ _ - I I I I I SD —I I I I I I I •I � I I - I I N I I N I I I I L a '[�/ �5 SD-) 3 5D- 5'-411 M u LEGENP 0 ® INTERIOR BEARING WALL • c = _ _ BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL EXTENT OF OVERFRAMING • — -- —-INDIGATE5 1/8"A" 5AW GUT GONTROL JOINT .; INDIGATE5 LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKING UNDER P05T OR JAMB ABOVE. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES $ SCHEDULES 2. SD- seal � -t3goe �f © copyright : MUL�P�OI�I1L ANC. structural Engine �RNC. azZ ,) W W N Z D z W a J 6 Q °D m e . a cm E oc W~ =a Q. .J z MUJ co � S y m _ W N M&K project number: 068.200 T 1 project mgr: JSB drawn by: MJT issue date: 01 -2 6-2 1 REVISIONS: date: initial: aq Cz fy Cz �1 'Q Q 0 J LL 1J W LQ C� Q Z 5 � a 0 5D— I N is, 'Q J d cL W U (0 U) 0 ? COJWQ., .� J SLAB PLAN sheet: SCALE: 1/4"=1'-0" (2244 SHEET) WALE: 1/6"= I'-0" (I IXI1 SHEET) Fo,11.0 ■ ow 0 I 6 N I N I i O _I O T— � O N I m N I I1 1 181_(�II CJJ2I1_i II �1 1_v11 1_611 41_211 4/1_211 5, 54 5_i 51-411 31_211 14'-0" W� 5'-411 M 2'-4 I BLOCK PLAN LEGEND • ® INTERIOR BEARING WALL • c = _ = c BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL EXTENT OF OVERFRAMIN6 - - —INDIGATE5 I/S"A" 5AW GUT GONTROL JOINT INDIGATE5 LOGATION OF REINFORCED GMU GORE « (5EE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 501-I0 BLOGKIN6 UNDER P05T OR JAMB ABOVE. MASONRY LINTEL DETAILS REINFORCEMENT MARK DE516NATION TOP BOTTOM 514EAR REINFORCEMENT MB-I 6F8-013/0T ---- ----- MB-2 6F6-IB/0T --- (1) #5 MB-3 8FI6-IB/IT (1) #5 (1) #5 M13-4 6RFI4-15 ---- --_— APPROVED LINTEL MANIFACTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T CO., AND LOTT'5 CONCRETE. NOTES: I. ALL LINTELS La/ 5PAN5 GREATER THAN 14'-O" 5HALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REQURIED. 3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRESSED LINTEL5. 5. ALL REINFORCEMENT SHALL BE GRADE 60, fy=60 k51 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 7. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW MASONRY LINTEL ASSEMBLIES 5EE 5CHEDULE AND 5PECIFICATION5 FOR AWL INFO rr--1i rr---T� �� hnx Ol COIxBOND 1 I I II L4J i BEAM ABOVE LINTEL L4J+i— MBE qMN GOUItSEJBOPID ABOVE LINTEL GROUT 6ROVr ' » BOTTOM REINF. I a. I PRECAST LIME W I p. ► PRECAST LINTEL. W MB-I � EMBEDD® REINF. iM`-'BL-�2 L3BEDVL� L�INF. rr--1� TOP COURSE IF i I+�- TOP COURSE, IF I L4J 1 m I L4J I 1 REQ'D PER ARCH. I I RW'D PM ARCH. TOP REINF. OR GONT. CM. BOND BEAM BOND BEAM REINF. REINF. A5 FMOV 6ROIJT GROUT BOTTOM REINF. . PRECAST REIW BOTTOM AST LINTEL W �....... -`: EMBEDM RNNF. I a• L PRECAST LINTEL W �t EMBEDDED L?ILF. MB-3 N M13-4 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 8 SCHEDULES ;T;€�.(r seal: . i J ,a„BI 4q ii♦ � r %Pr S r � ss-v is • :; � o� nC P _V J C 0 copyright: ��Ert Strudur gl�eenng, I CM Z z J� w w Z N Q CD z w a J 0 Q ZLr = .c CrL) �;3 U �> =J m a ; A Z o LU Y y m W c N �. M a M&K project number: 068-200 1 1 project mgr: J S B drawn by: MJT issue date: 01 -2 6-2 1 REVISIONS: date: initial: C O J LL J Q z 0 � a. Z � (n Q, � a W U O J COY d � m � �J sheet: '1 1 SCALE: 1/4"= I'-O" (2244 SHEET) SCALE: 1/6"=1'-O" (IlxI1 SHEET) Folo2.0 FASTEN INTER5EGTINC6 DROPPED BEAM5 TO P05T PER DTL U/50-2 4x(6 P05T W ABA46Z BASE I- ral I �O O o W 1L w o d- H N �i O O ow _ UL 51MP50N BG46 GAP ABA46Z BA5E DROPPED nBEAt REAR LANAI DROPPED BEAM5: (2)2xl2 W y2" 05EWLYWOOD BTHN. PLY5 (TYP. OF 3) n rn— n DROPPED BEAM 5IMP504HUG412 FASTENED J BACK TO GMU BLOCK w/ SIMPSON TITEN SCREWS II II II II II SD- 000 I\ HIP GIRDERRTRU55\ IP 6 \ Jlu SHIP CARDER TRU55 =7 A ' r i o �o ' o o C, 10 r____k\ L � I 11 I ir - - - - - - - - - - - - - - - - - - L._________-J o o Z <W CL_ WH w / N x \ 5D-2 / HIP GIRDER TRU55 / ------------ -- O / -,--HIP \ 0 GIRDER TRU55--" 0 w / /LL ZN LEGEND • ® INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOGATION AND EXTENT OF 5HEARWALL I :::I EXTENT OF OVERFRAMIN6 L____J • -- -- ---®INDIGATE5 I/6'xl" 5AH GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE El (SEE NOTE5) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. ROOF FRAMING PLAN ROOF FRAM I NC6 • 5EE ROOF TRU55 UPLIFT GONNEGTOR 5GHEDULE FOR ALL ROOF TRU55 GONNEGTOR5. • ROOF 5HEATHIN6 SHALL BE 1/I6" MIN. 055/PLYWOOD 5HEATHIN6 2%, EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/e"x0.113" RING SHANK NAILS (R5R5-01 OR EQUIV.) A 6" O.G. AT PANEL E06E5 8 ® 6" O.G. IN FIELD. FA5TEN 5HEATHIN6 TO GABLE END 4 DRAG TRU55E5 w/ RING SHANK NAIL5 ® 3" O.G. (U.N.0). PROVIDE BLOGKIN6 ALONG PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" 51YLE GLIP5 ALONG UNSUPPORTED ED6E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND GONTINUOU5LY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY 5ET5. FA5TEN EAGH TO TRU55 BELOW w/ 51MP50N VTGR GLIP5 ® 24" O.G. • ALL METAL HAN6ER5 SHALL BE 5PEGIFIED BY THE TRU55 MANUFAGTURER, UNLE55 OTHERN15E NOTED. • EREGT AND INSTALL ROOF TRU55E5 PER HTGA 4 TPI'5 E3,51 I 'W IDE TO GOOD PRAGTIGE FOR HANDLING, IN5TALLIN6 4 BRAGIN6 OF METAL PLATE GONNEGTED WOOD TRU55E5." • ROOF TRU55 SHOP DH65. SHALL BE SUBMITTED TO ARGH $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. • 5UPPORT PORGH 4 5HORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER FA5TENE0 TO FRAMING w/(2) 3"xO.131" NAIL5 A 16" O.G. UPL I r-T GONNEGTOR5 BEARING CONDITION �N TH GONNEGTOR < 15' 5IMP50N H2.5T SINGLE ROOF TRU55 BEARING ON > 15' 5IMP50N HIOA WOOD 5TUD WALL/WOOD BEAM ROOF GIRDER TRU55 BEARING ON ALL 51MP50N HT520 WOOD STUD WALL/WOOD BEAM 51N6LE ROOF TRU55 OR PORCH ALL 5IMP50N HETA16 BEAM BEARING ON GMU WALL ROOF G.T., FLUSH BEAM OR ALL (2) 51MP'50N HETAI6 FLUSH G.T. BRG. ON GMU WALL ALL BEARING POINTS OF EAGH ROOF TRU55 SHALL BE GONNEGTED WITH GONNEGTOR A5 L15TED ABOVE. IT 15 THE RE5PON51BILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N 5TANDARD5 FOR METAL PLATE GONNEGTED WOOD TRU55 GON5TRUGTION". MW HA5 ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT GONNEGTOR5 AND LOAD5 PER THI5 DRAWING 5HALL 5UPER5EDE THE TRU55 MANUFAGTURER'5 UPLIFT GONNEGTOR 5PEGIFIGATION5 AND LOADS 5HOHN ON THE SHOP GAR05. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES ff SCHEDULES seal O`i `' . 5 © copyright : F_I; structur rf; ng, Inc. cm z z J� W lJJ z N z W a J LZ Q rr Z= � �� A UJcn •> =a miZ Q. M� W y W m _ O N W M M 19F IF M&K project number: 068-2001 1 project mgr: J,SB drawn by: MJT issue date: 01-'2 6-21 REVISIONS: date: initial: sheet: SCALE: 1/4"= I'-0" (2244 SHEET) SCALE: I/8"=1'-0" (IIXI1 SHEET) Sm 1.3 se.i tl 1 � 9 - FILLED CELLS (5EE PLAN) 8 GMU BLOCK II ,I fp+ Minng, IIR4.1 FI-FOIL OR EQUAL Y GYP. BD. EA. 51DE,ME OVER %"' FURR 5TRIP5 OF 2x4'S o I6 O.G. copyright GARAGE -PER BUILDER(I) � VERT. FROM FTC. TOY2"J-BOLTS b" FROM EA. Structural Inc. TOP Y I � 1 BOND BEAM. LAP W HOUSE 5LA8 END OF WALL AND SPACE o 32 O.G. C FOUNDATION DOWEL MIN. (5EE PLAN) II II o Z CORNER 30 GROUT CELL 50LID 2 (6 MIN. EMBED) —a, STUD PLATE TIES PER w GARAGE WALL Z 9 4 PT WT. PLAN o STUD TOP = Z GONG. OR PAYER � � ° _ — _ = PLT. BOT.CD BEYOND = _ lII=III—III—III—I Z DRIVEWAY — — Z o GRADE — .< I I —I I I —I I I —I I; ,III W d ° —I ATIO/PORCHALANAI SLAB _ 5 o + a GARAGE LAB - _III —III I I_I I I < I —III —I I I_I I I_ (5EE PLAN) m (5EE PLAN) Q —III— `' I I I 111=1 I M 11- — • °C __ E 4 '—I I m l l III I=III= =1 I I— III— — 1) #5 DOWEL Wl b" HOOK AT GRADE a /� 1— — =III=I I ALL VERT. WALL REINF. - — °° ' : — litm _ ' I I I I I —III —III I =1 I I (5EE PLAN5 FOR LOCATION) =1 11=1 I I-1 I 11=1 11=1 11=1 11=1 I' W °C • • �. _ I I III III —III —III— I —III = — _ 11—III—III—III-1 I (2) #5's GONT. ry 811 811 �„ m GLEAN COMPACTED 11— — 1 I , _ _ _ I_I 3 MIN. CLEAR -1 I I=III 1 —111.- _ -1 I=111=III=III=III=1 1=1 I—� 1' FILL o 95% I II MONOLITHIC FOUNDATION 8"x8" THICKENED - II I II I II I II I II I II I II I II I I6"x8" THICKENED —=III —I I (—III—III—III—III—III= STANDARD DENSITY I -O W/ (2) #5 GONT. ON GHAIRS EDGE W/ (2) #5 —I 11-1 I I —I I MI I I —I I 1=III= MIN. SLAB W/ (1) #5 GONT. J 11=III=1 I— 111-111=111— Z GONT. '—�!' WHERE 2ND STORY WALL W OGCUR5 DIRECTLY ABOVE THE UPLIFT GONNEGTOR5 5UGH A5 5TUD PLATE TIE5, HURRICANE CLIP5, AND g 8" CMU WALL 5HOWN, FT6. SHALL ANCHOR BOLTS ARE NOT REQUIRED ON WALL5 NOT SUBJEGT TO A y O0 BE I'-4" WIDE W (2) #5 BARS CALCULATED NET UPLIFT FORGE. WALL WHICH REQUIRE 5UGH HARDWARE a WILL BE 5PEGIFIGALLY NOTED ON PLAN. cn OIHI� KENED EDGEGA "61 DOOR DETA� I L POOTING SECTION W/ BLOCK DETA� I L 3 THICKENED EDGE DETA� I L 4GA�RACGE STEP DOWN DETA�IL WAa: NM WALL: WS scAa: WS - M&K project number: 068-2001 1 project mgr: J S B 8" GMU BLOCK 8" CMU BLOCK 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL drawn b 8" WIDE GONT. R4.1 FI-FOIL OR EQUAL GONG. CURB BEYOND OVER 3/4" FURR STRIPS (U #5 VERT. FROM FTC. TO OVER 3/4" FURR 5TRIP5 OVER %" FURR 5TRIP5 Y MJ (1) #5 VERT. FROM FT6. EXTERIOR DOOR -PER BUILDER BOND BEAM. LAP w/ -PER BUILDER _ BUILDER issue date: 0 1 M2 6-'2 1 FOUNDATION DOWEL MIN. (1) #5 VERT. FROM FT6. TO TO BOND BEAM. LAP W/ HOUSE 5LA13 30" GROUT CELL 50LID HOUSE SLAB BOND BEAM. LAP w/ HOU5E SLAB REVISIONS: FOUNDATION DOWEL —Q�, GARAGE 5LAB SE ' IN SEDAN (5EE PLAN) PORCH/PATIO/LANAI (5EE PLAN) FOUNDATION DOWEL MIN. (5EE PLAN) MIN. 30 GROUT CELL y (5EE PLAN) PAVERS SLAB OR PAVERS 30" GROUT CELL SOLID SOLID date: initial: (5EE PLANS) • (SEE PLAN)a < C Z _. e - G ° r —II1—I 1 I—i I I—II1 � e III —III —III —III a �; � ° I—III—III—III=III—III—III—III—I GRADE __ _ I I M I F III—II1=1 I I _. a< I=1II=1 11=1 I I—� I I- -- 11=III=I 11=III-III_ IIM I 1=II—I 11- 1II=1 I ' I —III —I 11 ac I-1I1 �— 1—I ; < ;— _ J - z 11=1 11=1 I I- I I I I III —I I a I —I I I —I I I —I 11- ExP JOINT III I I 1=1 11=1 I I— I I 1=1 11- Q � III-_ I —I II III —III —III- ,—II I_II in II I II 11 I ° II I II I I_I I II I Ia. I z__ I 1=II— II 1) #5 DOWEL W/ b" HOOK AT I —I I — I I 1=I 11= _ ` 1 I = = U #s DOWEL W/ 6" HOOK AT �G CHASE SLEE�/E TO BE 7111 II I —III —I' ALL VERT. WALL REINF. I 1=I 1 11 - _ _ 11=I' T—III- ALL VERT. WALL REINF. I 1 TWIGS THE DIAMETER OF =� 1 111=1 11 = III —I I' (5EE PLANS FOR LOCATION) 11 1 1 1 111=I I I-111 IIII _ MONOLITHIC I I 1 I I=11 I=I 11=I I 11 I; (5EE PLANS FOR LOCATION) I I 111 11=I 11=III _� I I PROTECTED PIPE 11=1 11=1 11=1 11=1 I_ -1 I I I 1=1 11=1 I I .I I I I-1 I I I I 1=1 11=1 I I- GLEAN COMPACTED III =1 11= 1 =III=III FOUNDATION W/ (2) #5 GLEAN COMPACTED ' �—III=III- GLEAN COMPACTED —1 I I FILL o CO I GLEAN COMPACTED I II GONT. ON CHAIRS FILL o gSAS I —1' I L—II I -oilMONOLITHIC FOUNDATION FILL o 95R'i STANDARD I -O I -oilMONOLITHIC FOUNDATION FILL o 95� MONOLITHIC FOUNDATION "'r 5TANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS DENSITY AND TERMITE 5TANDARD DENSITY W/ (2) , GONT. ON I I r C{ STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS "� MIN. TREATED MIN. MIN. CHAIRS MIN. WHERE 2ND STORY WALL WHERE 2ND STORY WALL WHERE 2ND STORY WALL WHERE 2ND STORY WALL Cz OGGUR5 DIRECTLY ABOVE THE OCCUR5 DIRECTLY ABOVE THE OCCUR5 DIRECTLY ABOVE THE 00GUR5 DIRECTLY ABOVE THE19 8" CH) WALL 5HOWN, FTC. SHALL 8" CMU WALL 5HOWN, FT6.5HALL 8" GMU WALL 51HIOWN, Fib. SHALL 8" GMU WALL 5140WN, FT6. 5HALL r� BE 1'-4" WIDE W (2) #5 BARS BE 1'-4" WIDE W (2) #5 BARS BE 1'-4' WIDE W (2) #5 BARS BE 1'-4" WIDE W (2) #5 BARS 5 �LA�tC7E CURB DETA� I L 6 ENTRY DOORDETA�I L OtTr:!.1011 HALL @ PORCH/PA�TIO/LA�NA�I DETA�I L scA�e:Nrs scALE: � d Q a 8 GMU BLOCK 0 BEYOND R4.1 FI-FOIL OR EQUAL .1 EXTERIOR DOOR OVER 3/4" FURR 5TRIP5 LL MTL. THRE5HOLD PER BUILDER 5ET IN SEALANT HOUSE SLAB (5EE PLAN) PORCH/PATIOA -ANAI Z SLAB OR PAVERS (5EE PLANS) Q 0 a PER MANUF.. ,_ _ _ .. _ e III=1 I I=1 111_ I_I I I_ I_I I I I I Il I MI 11II I I O III —I III —I I I —III —I I i—III I- -I I I= `' I —I II ° ` III —III —III- = ] �ITt 11111=T(—I i MONOLITHIC GLEAN GOMPACTED =I 11= I I' FOUNDATION W/ (2) #5 FILL o 95% STANDARD I'-O° GONT. ON GHAIR5 DENSITY AND TERMITE MIN. I TREATED r-••I C� U� WHERE 2ND STORY WALL �, Y OCCURS DIRECTLY ABOVE THE O Z 8" GMU WALL SHOWN, FT6.5HALL O BE 1'-4' WIDE W (2) #5 BARS LL ,....1 EXTERIOR OUT5AING 4 561;) POURED 51 LL5 DETAIL sheet: W&B.- WS SDN I FASTEN ROOF SHEATHING TO FASGIA WITH 2 %"x0.113" RING SHANK NAILS ® 6" O.G. in 2xb FASCIA -5EE ARCH 8" GMU BOND BEAM W/ (1) #5 GONT. 8" REINF. GMU WALL - -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 ROOF TRUS -5EE PLAN (2)3 Y2"x0.131" 8" GMU BOND BEAM w/ (1) #5 BARS CONT. 8" REINF. GMU WALL -5EE PLAN FOR VERT. 8 HORZ. REINF. 5PEG5 &!41� IO/4"=1 PROVIDE 50LID SHIM BETW'N TRU55 I GONNEGTOR IF TRU55 LOCATED LE55 THAN 1 Y2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. i SHANK SEE UPLIFT CONNECTOR SGHEDULE ON PLAN5 FOR CONNECTOR SPECIFICATIONS PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EACH TRU55. VERT WALL REINF. TO EXTEND INTO BOND BEAM HIP G.T. 2x4 FLAT BLOCKING ® Ib" o.c. FASTENED TO BOND BM. w/Y4" DIA. x %'" TAPGON ROOF TRUSSES (2)3 Y2"x0.131" -5EE PLAN — 2x4 GATS ® I6"o.c. FASTENED TO GABLE END TRU55 w/ (20'x0.131" TOENAILS. GABLE END VERTIGAL WEB REINFORGING A5 REQURIED BY TRU55 MANUF. 2x8 P.T. PLATE FASTENED - TO BOND BM. W/Y2" DIA. ANCHOR BOLTS ® 32" O.G. WITH T (MIN) EMBEDMENT. EXTERIOR SHEATHING EDGE NAILING - 2 Y2'x0.131" NAILS ® 6"O.G. FASTEN BOTTOM GHORD OF TRU55 TO P.T. SILL PLATE w A" DIA. x5l'2" LONG 505 / SGREWS @ 16,0.6. � PROVIDE M015TURE ---/ BARRIER PLATE BELOW WOOD MEMBERS ON GMU (PER TRU55 MANUF) 8" GMU BOND BEAM w/ (1) #5 BAR CONT. 8" REINF. GMU WALL -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 FASTEN SHEATHING TO 2x4- BLOGKIN6 w/ 2 3/e"x0.113" RING SHANK NAILS ® 4"O.G. 2'-0" MIN ROOF SHTG SHALL BE GONT. 24" MIN ONTO.ROOF 2x4 BRACE Pi/2x4 T-BRACE, 5PAGED ® 4'-0" O.G. MAX. FASTEN 2x4 TO 'T' w/ 3Y4"x0.131" NAILS ® 12" O.G. (NOT REQ'D AT TRU55 HEIGHTS 4'-1" OR SHORTER) `VERT WALL REINF. TO EXTEND INTO BOND BEAM �S/ECTION '- A 1tl --- SHTG. TO HIP 1.113" RING b" O.G. VALLEY 5ET OVERFRAMIN6 - UPLIFT CONNECTOR -5EE PLAN - HIP JACK TRU55E5 FASTEN EACH OVERFR TRU55 TO TRU55 BELOI FASTEN BOTTOM CHORD OF 6;NTH (1) 51MP50N VTGR TO TOP OF WALL w/ 51MP50N ® 24" O.G. 8" GMU BOND BEAM w/-_j H6AMIOKTA GLIP ® 48"O.G. VERT WALL REINF. TO (I) #5 BAR5 GONT. (CONNECTOR INGL'O IN PAGKAC EXTEND INTO BOND BEAM 8" REINF. GMU WALL VERT WALL REINF. TO -5EE PLAN FOR VERT. EXTEND INTO BOND BE SECTION I HORZ. REINF. 5PE65 SECTION SCALE= 8/4"= I'-O" BOND -BEAM _,__,GONTIN. PREGAST HEADER 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GAST-GRETE GAST-GRETE WINDOW SILL, WINDOW SILL, OR EQUIV. OR EQUIV. DOUBLE WINDOW QA��NRY PIER DETI I L TRIPLE WINDOW SIM. BY WINDOW/DOOR MANUFACTURER NOTES: 2x4 BLOGKING w/ (3)3 Y4"x0.131" TOENAILS EACH END (4) 3 Y4"x0.131" NAILS PROVIDE 2x4 BLOGKING ® 4e O.G. IN FIRST (3) BAYS OF ROOF TRU55E5-GUT TO FIT TIGHT BETWEEN TRU55 BOTTOt GHORDS AND NOTCH AROUND 51LL PLATE FASTEN DRYWALL TO BLOCKING w/ SGREWS /NAILS ® b" O.G. TYPICAL OVERFRAMING CONNECTION DETAIL SCALE: N.T.S. PROVIDE 50LID SHIM BETW'N TRU55 4 CONNECTOR IF TRU55 LOCATED LE55 THAN 1 Y2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF SHEATHING TO FASGIA WITH 2 %"x0.113" RING SHANK NAILS ® 6" O.G. 2x6 FASCIA 1.-i -5EE ARCH v" REINF. MA50NRY LINTEL/ BEAM - - 5EE PLAN FOR SPEGIFIGATIONS. IN ROOF SHEATHING Cis 5EE UPLIFT CONNECTOR SGHEDULE ON PLANS FOR CONNECTOR SPEGIFIGATIONS CONNECT EACH END OF MA50NRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL w/ 24" LEC75 (Di:K_T5/1Rw ALL LAPS IN MA50NRY 25" RUNNING BAR #5 BENT CORNER BAR N ROOF TRU555 GROUTED CELL I. 2X PT BUCKS/NAILERS SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW/DOOR, FASTEN BUCK TO MA50NRY W/ (1) ROW OF WW'x4" TAPCONS 6" FROM ENDS AND 16" O.G. MAX. TAPGONS TO BE I-Y2" MIN. FROM EDGE OF BUGK. 2. BUGKS LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. STRUGTURAL CONNECTION OF WINDOW/DOOR TO STRUGTURE BY OTHERS IN TH15 GASE. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X BUGKED OPENING, U5E (3) ROWS OF 3"xO.131" NAILS STAGGERED ® 12" O.G. EA. 5UGGE551VE BUCK. 4. MIXING OF IX AND 2X BUGKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFAGTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET. 5. ADDITIONAL WOOD BUGK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROWS OF 2Y2"x0.131" NAILS ® 16" O.G. FASTEN WINDOW/DOOR TO 2X PER WINDOW/DOOR MANUFACTURER'S 5PEG5. H W I NDONDOOR BUCK DETAIL SCALE= NT5 TYP. CORNER PERT. WALL RE I NPORC I NG DETAIL SCALE: NTS 2xbx12 OR CL OF OPENING 2X8XI2 P.T. I CENTER BUCK�f�I -T I 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 UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. 2x FASGIA -5EE ARCH FASTEN EXTERIOR SHEATHING TO 2x4 BLOGKING IN EA. TRU55 BAY w/ 2 Y2 "x0.131" NAILS ® 6" O.G. _ FASTEN EA. 2x4 BLOGKING IN EA. TRU55 BAY TO BOND BM. w/(4) HILTI DNI72P8 PAF's FASTEN EXTERIOR SHEATHING TO 2x BLOGKING w/ 2 Y2"x0.131" NAILS ® 3"O.G. - 8" GMU BOND BEAM w/ ' (1) #5 BARS GONT. 8" REINF. GMU WALL -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 (1) #5 IN BOND BEAM _T_ 7::1 \_ PREGAST LINTEL, 5EE PLAN FOR SPEGIFIGATION VERTICAL REINFORCEMENT PER PLAN (1) #5 VERTICAL IN GROUT FILLED CELL (IF REQ'D PER PLAN) NOTE: ALL HOOKS AND 5PLIGE5 TO BE GONSTRUGTED AND 51ZED PER NOTES PERT. RE I NFORG I NG DETA I L SCALE: WI S NOTES: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). 2. PROVIDE 3/4" DIA. HOLE FOR 5EE TYP FOUNDATION DOWEL, BLOW OR BRUSH GLEAN. DETAILS FOR ADDITIONAL 3. FOLLOW MANUF. INSTALLATION INFORMATION NOT SHOWN INSTRUGTIONS. HERE FUTURE 8 GMU BLOCK #5 VERT. BAR TO BE LOCATED PER PLAN NW DIA. ANCHOR � DRILL 6" INTO EX15T'G I I g IN GROUTED CELL SLAB, EPDXY 4 DRIVE #5 DOWEL, PROVIDE MIN. ( - 2X4 P.T. TOP BUGK 30" LAP SPLIGE z_ 2X6 OR 2X8 P.T. BUCK EACH 51DE OF OPENING -VERIFY CONN. REQ'MT w/ DOOR MANUFACTURER I III-1 I I-1 I I-1 11=1 PROVIDE (5) %" DIA. J-BOLT W/ 5 Y2" GRADE ba, I I=III-III-III-III. EMBEDMENT AT EACH DOOR BRACKET, =1 1=� 1=1 =1 I 1=1 I -I I -I 1-1 EACH 51DE OF DOOR. PROVIDE IY2"xWobn =1 I —I I -III -I I < I-III=1 I I=1 1- THIGK WASHER W/ EACH ANCHOR (15T BOL _; I I„I I„I I, 1- T TO BE 8 MAX ABV. CURB REST EQUALLY 5PAGED APPROXIMATELY 24" O.G.) - START BOLTS AFTER GARAGE CURB (8" MAX) K GARAGE DOOR BUCK DETAIL SGALC: NT5 MISSED DOWEL RETROFIT DETAIL SCA 1 RM SIM. • ow roam FM DROPPED GRADE 4xb P.T. P05T DROPPED BEAMS PER PLAN ROOF TRU55E5 -5EE PLAN UPLIFT CONNECTOR -PER SGHEDULE VERT WALL REINF. TO EXTEND INTO BOND BEAM PROVIDE (1) 5IMP50N G520 STRAP ON EACH EXTERIOR FACE OF P05T, cl" MIN END LENGTH REAR WOOD LANAI TYP. BEAM TO P05T CONN. RETRO I I T DET.� 1 L 5EE DETAIL I ON STRUGTURAL PLAN5 FOR ADDITIONAL CONNECTION INFO NOT SHOWN HERE -FASTEN EA. ROOF TRU55 TO GMU w/ 51MP50N MSTMib TWIST STRAP. FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 Y4" LONG TITEN SGREWS - PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EACH TRU55. - PROVIDE 2x FLAT BLOCKING FIT TIGHT TO ROOF TRU55E5 ® EVERY OTHER BAY FASTENED TO GMU w/ (3) Y4" DIA. x 3 Y2" LONG TAPGONS. FASTEN BLOCKING TO ROOF TRUSSES w/ (2) 3 Y4"x0.131" NAILS ® EA. END. LETTERED DETA I L5 ARE TYPICAL FOR NUMBERED DETA I L5 ARE PLAN TH 15 HOME I$ SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REOU I RED ALL APPLICABLE AREAS. THESE WHERE 5PEG I F I GALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLAN5. ("GUT") ON THE PLAN5. seal: -- A ' 0 dt�'�., b♦ J'+E `mot.. rJ + 'L.� +. �., ��d11InI%%k tD copyright: MULHERN & KUL -S Structural Enginee n'Inc. aCD z Z JF= W W N Z_ CD Z WQ J 0 .0 .44. a. t E m W� 32 v� - -a a � �- Q >� J;: Z W S y m LY g c OC CM d M&K project number: 068-2001 T project mgr: JSB drawn by: MJT issue date: 0 1 -2 6-2 `I REVISIONS: date: initial: sheet: h d SD2 U 1 I-....J__ I L1:m, , ... . 1. : I _ A __IJ. I I- . i III I IL . IY II L. 14 A 1,-- U-14L---__ J� , - - __ ..'W&LbM PERMANENT ROOF TR 155 BRACING NOTE5: (51NG1 E FAMILY HOME OR TOWNHOU5E ( ONSTRUCTION, WITH ROOF TRU55E5 SPACED NO MORE THAN 24" O.C) I. WOOD TRUSSES SHALL BE BRACED AND ERECTED IN AGGORDANGE WITH THE BUILDING COMPONENT SAFETY INFORMATION (BG51) "GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, RESTRAINING 4 BRACING OF METAL PLATE CONNECTED WOOD TRU55E5," (2008 EDITION). 2. TOP CHORD BRACING: TOP CHORDS SHALL BE BRACED BY DIRECT -APPLIED PLYWOOD/055 SHEATHING. • IF 5HEATHING 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FASTENED TOP CHORD, CONTACT MW FOR BRACING DESIGN. 3. BOTTOM CHORD BRAGING: a. THE BOTTOM CHORDS SHALL BE BRACED BY DIRECT -APPLIED G.W.B. CEILING 4. WEB MEMBER BRAGING: THE TRUSS MANUFACTURER SHALL INDICATE THE TRUSS MEMBERS (WEBS, VERTIGAL5) THAT REQUIRE LATERAL BRACING/RE5TRAINT. a. T OR 'L' BRACE: WHERE BRACING 15 REQUIRED A5 INDICATED ON SHOP DRAWING, UTILIZE T' OR 'L' BRACES (REFERENCE BG51-133 FI6URE5 B3-18 4 133-I1). SHOP APPLIED REINFORCEMENT PER B65I-W FIGURE5 83-22 4 BG-23 15 ACCEPTABLE. • 'T' 4 'L' REINFORCING MATERIAL SHALL MATCH THE 51ZE OF THE WEB/VERTIGAL MEMBER • 'L' 4 T' REINFORGING TO BE A MINIMUM OF A0% OF THE LENGTH OF THE WEBNERTIGAL MEMBER. • FA5TEN 'L' OR T' REINFORCING TO WEIWERTIGAL W/ Ibd GUN NAILS 60.131x3 I/29 AT b" O.G. b. CONTINUOUS LATERAL BRAGING ALTERNATE: WHE`.N THREE (3) OR MORE 51MILARLY GONF16URED ROOF TRU%E5 ALIGN, CONTINUOUS ROWS OF LATERAL BRACING MAY BE USED IN LIEU OF THE ABOVE -NOTED 'L' OR TBRAGE5. • CONTINUOUS ROWS OF LATERAL BRAGING SHALL CONSIST OF MINIMUM 2x4. ROWS SHALL BE LAP SPLICED ONE TRU55 BEYOND IN EACH DIRECTION. 5ECURE BRACE TO EACH TRU55 COMPRESSION WEB W (2) I6d GUN NAILS (0.13101/2"). • CONTINUOUS LATERAL BRAGING SHALL BE RE5TRAINED BY DIAGONAL BRACING (MIN. 2" THICK NOMINAL LUMBER 4 MINIMUM 5PF STUD' GRADE MATERIAL). THI5 BRAGING 15 TO BE CONTINUOUS. PROVIDE ONE ROW OF DIAGONAL BRAGING AT VERTICAL WEB MEMBERS OF TRUSSES GLO5E5T TO EACH GABLE END WALL 4 ADDITIONAL DIA67ONAL5 AT 20'-0" AS REQUIRED. DIAGONAL BRACE NAILED TO OPPOSITE PROVIDE (2) Ibd NAILS o 51DE OF WEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIRECT -APPLIED PLYWOOD/05B A ROOF SHEATHING GOWRE55ION WEB (SLOPING OR VERTICAL) seal: o kA 5 c� copyright: MULHERN 6 KULP Structural Engineering, Inc. 0 CD Z JLU W W Z z Z W J Q Z - F cc=) W� T v7 i JF� z W O_ y W M&K project number: I CONTINUOUS LATERAL BRACE 068-2001 1 ALTERNATE o (3) OR MORE project mgr: drawn by: J S B MJT AD.IAGENT SIMILAR TRU55ES (SEE .. INDIV. TRUSS SHOP DRAWINGS FOR LOCATIONS) h 2x 5TROW-7BACK MAY BE INSTALLED FOR GON5TRUGTABILITY issue date: .. .. O 2 6 2 TO KEEP EVEN SPAGING AT BOTTOM CHORD (NOT REQV FOR STRUCTURE) REVISIONS: date: initial: CONTIN. LATERAL BRACING TO LAP ACROSS MIN. (I) DIREGT-APPLIED TRU55 BAY AS 5HOWN GWB GEILING 5EGTION 5-5 ALWIDIATE bE WO MM (5) OR MOPE SHIM TFUM ARE MOIIPED WEB MEMBER REQUIRING B BRACING AS INDICATED BY TRU55 MANUFACTURER 2x 5TRONGBACK 2x 5TRONG5ACK5 MAY 13E � INSTALLED FOR CON5TRUCTABILITY (NOT REEQD FOR TO KEEP EVEN 5PAGING AT � "L " BOTTOM CHORD (NOT REQ'D FOR STRUCTURE) t;"1 RS DIRECT -APPLIED Q, PLYWD/05B DIREGT-APPLIED B 'L' OR T' BRACING o GWB GEILING WE35 DESIGNATED BY TRUSS MANUF. TYPICAL Tf;W% ELEVATION PERMANENT TRUSS BRACING DETAILS 4 NOTES SGAI.s:: N014): VIWT APPLIED WLIN6 1~ 0 J d a 0 J LL C� z x (L U7 d J U U) z J LETTERED DETAILS ARE TYPIGAL FOR TH 15 HOME � SHALL BE IMPLEMENTED IN ALL APPL I GABLE AREAS. THESE DETAILS ARE NOT "GUT" ON THE PLANS. NUMBERED DETAILS ARE PLAN 5PEG I F I G AND ARE ONLY REOU I RED WHERE 5PEG I F I GALLY I ND I GATED ("GUT") ON THE PLANS. q sheet: a �qo,l ILW