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HomeMy WebLinkAbout6809 Shelby Lynn Way., 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. BE -AM N.I.C. NOT IN CONTRACT BLKG BLOCKING (NTS) NOT TO SCALE B.O. BOTTOM OF B.P. BI-PASS DOOR OBS OBSCURED BRG. BEARING O.C. ON CENTER BRK. BRICK OHGD OVERHEAD GARAGE DOOR OPER OPERATOR C.J. CONTROL JOINT OPNG OPENING q CENTER LINE OPT OPTIONAL CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD COL. COLUMN OZ OUNCE CONC. CONCRETE 1/R ONE ROD COND. CONDITION 1/S ONE SHELF CONT. CONTINUOUS CANT. CANTILEVER PC PRECAST CLG. CEILING PDS PULL -DOWN STAIR CM CROWN MOLDING PKT POCKET DOOR CR CHAIR RAIL PNL PANEL PLYWD PLYWOOD D DRYER PREFAB PREFABRICATED d PENNY PR PAIR DBL. DOUBLE PROJ PROJECTED DIA. DIAMETER PSI POUNDS PER SQUARE INCH DIR. DIRECTION PSF POUNDS PRE SQUARE FOOT DN DOWN P.T. PRESSURE TREATED DR DOOR DW DISH WASHER QUAD QUADRUPLE DWG DRAWING D.S. DOWNSPOUT REF REFRIGERATOR DTL DETAIL REINF REINFORCED REQ'D REQUIRED EA. EACH RNG RANGE E.J. EXPANSION JOINT R.O. ROUGH OPENING ELEC. ELECTRICAL R RISER ELEV ELEVATION RND ROUND EQ. EQUAL R&S ROD AND SHELF EQUIP. EQUIPMENT EXP EXPANSION SC SOLID CORE EXT. EXTERIOR SCHEM SCHEMATIC EE EACH END SHLF SHELF SHT SHEET FD FLOOR DRAIN SHWR SHOWER FIN. FINISHED FLOOR SIM SIMILAR FND. FOUNDATION SH SINGLE HUNG FLR. FLOOR S.S. STAINLESS STEEL FP FIREPLACE STL STEEL FR FIRE RATED STRUCT STRUCTURAL FXD FIXED SUSP SUSPENSION FRM FRAME SGD SLIDING GLASS DOOR FTG FOOTING SQ SQUARE GA. GAUGE T TREAD GALV. GALVANIZED TB TOWEL BAR GC GENERAL CONTRACTOR T&G TONGUE AND GROOVE GEN GENERAL TEMP TEMPERED GYP. GYPSUM T.O. TOP OF GL GLUE LAM TR TOWEL ROD GLS GLASS TRPL TRIPLE TYP TYPICAL H HIGH HC HOLLOW CORE U.N.O. UNLESS NOTED OTHERWISE VERT VERTICAL HGT. HEIGHT V.L.I.F. VERIFY LOCATION IN FIELD HDR. HEADER HB HOSE BIBB W WASHER HORIZ. HORIZONTAL W/ WITH INSUL. INSULATION WC WATER CLOSET INT. INTERIOR WD WOOD WWM WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB Vn a n I anTM Companies 90 Matawan Road Matawan, NJ 07747 (732) 383-2200 DUPONT ASPIRE ELEVATION "A" 6809 SHELBY LYNN WAY ZEPHYRHILLS, FL 33542 LOT 019 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: ^*O F "'All I 1ST FLR A/C 1,830 SQ. FT. ENTRY 43 SQ. FT. GARAGE 410 SQ. FT. LANAI 120 SQ. FT. TOTAL UR 2403 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 INDE.41111 CS1 CS2 All A2.1 A2.2 All 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 BLOCK PLAN ROOF FRAMING PLAN FOUNDATION DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS ALL WORK SHAiA, t , !'Ea �'Rkba�;iLiN(a ORDINANCE,. REVIEW DATE MAR 1 4p021 C.;IT' P PHY'RH PLAN EX)4�i\I.INER FEB � 3 ow G. 7 , A, E OF 0 5vr Lu wz00 = >�¢O w01— U) w Q�wF' W J c/) W ED cc Y 0 I— z 06 LL 0 0 C/) z Z H Z z � j < 2 wELa:x _j()000 =Z1L(J) <zo cz'� , I < F_ 0 0 0 U ca I� 0i w� w(p 03: z O ~ .j wA w j � MEN" O (L U U) Z 0 (L U W G cn O� cn 0 miill-l-l< z COMMUNITY: LINKS A CALUSA SPRINGS PLAN # 6101 RELEASED: 02/04/21 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 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, EXCEPTIONS: NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED 5. MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. 1. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE TURN. R903.2.1 LOCATIONS 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 OVER THE LOWEST TREAD. ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. WHERE FLASHING IS OF METAL, THE METAL DOORS. 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 11903.2.1 SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE R311.7.8.3 GRIP -SIZE OR IN COMPLIANCE WITH RAS 111. R302.6 DWELLING -GARAGE FIRE SEPARATION THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL ANY STANDING OR WALKING SURFACE SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. THIS 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. THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE 1. TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT R903.2.3 MEMBRANE FLASHINGS PERPENDICULAR TO 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 FROM THE RESIDENCE AND ATTICS 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) NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE R308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INCHES ABOVE THE 2. TYPE IL HANDRAILS WITH A PERIMETER GREATER THAN 61/4 INCHES (160 MM) SHALL HAVE A ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTIONS R905.2.6 AND R905.2.6.1. 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 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 NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT R308.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR NOT LESS THAN 3/8 INCH (10 MM) TO A LEVEL THAT IS NOT LESS THAN 13/4 INCHES (45 MM) BELOW THE TALLEST PORTION OF THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS 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 IN ACCORDANCE WITH SECTION M1506.3. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE 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 VENT OR CRAWL SPACE. 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) GARAGES: THE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE DETERMINED BY ONE OF THE METHODS GYPSUM BOARD. GUARDS: 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 OPEN -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 RAMP AND LANDINGS, AT � S GS, THAT ARE LOCATED MORE 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. FLAME FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR INSULATION FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH EGRESS: 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 MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED BY THE DRYER SECTIONS R302.10.1 THROUGH R302.10.5. R310.2.1 MINIMUM OPENING AREA LANDINGS, SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN HEIGHT AS MEASURED VERTICALLY ABOVE MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE CODE OFFICIAL SHALL BE PROVIDED WITH A COPY 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 Ml502.4.5.1 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 1 COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO CUT OFF BOTH VERTICAL AND LESS THAN 5 SQUARE FEET. S Q 2. WHERE THE TOP F THE A O O 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 R31�0.1.1 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 HALL BE OPERATIONAL FROM THE INSIDE F THE ROOM GS S O O S O 00 REVIEW AND VERIFY ALL NOTES, DIMENSIONS, 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: 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 COMMENCEMENT , �� , CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR 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. AD IC BL ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE N ORRE THE 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 ARCHITECT FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / CTIO CORRECTION 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. REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE 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 MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY 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: MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE ARCHITECT, THE 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 WIND W SHALL COMPLY WITH ONE F THE FOLLOWING: O OR506.2.3 VAPOR RETARDER INSPECTION NOTES: 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 B ( ) BASE WORK SHALL NOT 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. FIRST OBTAINING THE APPROVAL OF THE BUILDING OFFICIAL. THE BUILDING OFFICIAL, UPON UNIT SEPARATION. G. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT NOTIFICATION, SHALL MAKE THE REQUESTED INSPECTIONS AND SHALL EITHER INDICATE THE PORTION COMPLY WITH ASTM F2090. EXCEPTION: THE VAPOR RETARDER IS NOT REQUIRED FOR THE FOLLOWING: 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 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 COMPLY SHALL BE CORRECTED AND SUCH PORTION SHALL NOT BE COVERED OR CONCEALED UNTIL 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 AUTHORIZED BY THE BUILDING OFFICIAL. MATERIALS. CARPORTS. 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. 2. TWO THICKNESSES OF 1-INCH (25.4 MM) NOMINAL LUMBER WITH BROKEN LAP JOINTS. R311.7.1 WIDTH A LATER DATE, 4. WHERE APPROVED BY THE BUILDING OFFICIAL, BASED ON LOCAL SITE CONDITIONS. A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE 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 BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS. PERMITTED HANDRAIL HEIGHT AND BELOW THE O 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 .4 MM CEMENT -BASED MILLB ARD. Q (6 ) C S O 7. BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED MATERIALS R311.7.2 HEADROOM 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) 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 WITH THE MANUFACTUREROS RECOMMENDATIONS. LAYERS OF WATER RESISTANT BARRIERS IN ACCORDANCE WITH FLORIDA BUILDING CODE 7TH EDITION 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 (2020) RESIDENTIAL, R703 AND ASTM C926. TEXTURE PER COMMUNITY THE SPECIFIC APPLICATION. THE LANDING OR PLATFORM ON THAT PORTION OF THE STAIRWAY. GLASS MAT GYPSUM BACKING PANEL (ASTM C1178) FLOOD ZONE REQUIREMENTS: R311.7.5 STAIR TREADS AND RISERS FIBER -REINFORCED GYPSUM PANELS (ASTM C1278) PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. R302.12 DRAFTSTOPPING 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 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 R311.1 RISERS5 7. 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 . THE RISER HEIGHT SHALL BE NOT MORE THAN 73/4 INCHES (196 MM). THE RISER SHALL BE MEASURED INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE 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 TREADS. THE GREATEST RISER HEIGHT 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 AN ANGLE NOT MORE THAN 30 DEGREES (0.51 RAD) FROM THE VERTICAL. OPEN RISERS ARE PERMITTED 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. PROVIDED THAT THE OPENINGS LOCATED MORE THAN 30 INCHES (762 MM), AS MEASURED VERTICALLY, 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 R302.12.1 MATERIALS TO THE FLOOR OR GRADE BELOW DO NOT PERMIT THE PASSAGE OF A 4-INCH-DIAMETER (102 MM) MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. #26 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 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 OTHERWISE APPROVED BY THE BUILDING OFFICIAL. THE INTEGRITY OF THE DRAFTSTOPS SHALL BE THE TREAD DEPTH SHALL BE NOT LESS THAN 10 INCHES (254 MM). THE TREAD DEPTH SHALL BE SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN MAINTAINED. MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. THE GREATEST TREAD 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 HAZARDOUS LOCATIONS: DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN 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 CONSIDERED TO BE A HAZARDOUS LOCATION. 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 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 EXCEPTIONS: NOSING PROJECTION NOT LESS THAN 3/4 INCH (19 MM) AND NOT MORE THAN 11/4 INCHES (32 MM) SHALL COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE 1. GLAZED OPENINGS OF A SIZE THROUGH WHICH A 3-INCH-DIAMETER SPHERE IS UNABLE TO PASS. BE PROVIDED ON STAIRWAYS. THE GREATEST NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST NOSING PROJECTION BY MORE THAN 3/8 INCH (9.5 MM) WITHIN A STAIRWAY. FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS 2. DECORATIVE GLAZING SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: .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 GLAZING 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 BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 R311.7.8 HANDRAILS ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS 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 OR DETAILS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT CONDITIONS: RISERS. WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR FEe 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 ® 3 ?Q?, DOOR IN A CLOSED POSITION. 2. WHERE THE GLAZING IS ON A WALL LESS THAN 180 DEGREES FROM THE PLANE OF THE DOOR IN A HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE PROTECTION AT THE HEAD AND SIDES. 1.2. IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN CLOSED POSITION AND WITHIN 24 INCHES OF THE HINGE SIDE OF AN IN SWINGING DOOR. THAN 38 INCHES (965 MM). PROFESSIONAL. 1.3. IN �� ACCORDANCE WITH OTHER APPROVED METHODS. ,< t . t=e �. • _ EXCEPTIONS: EXCEPTIONS: 1.4. IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMANVDMA 300 OR \ "• `� `'P ,•� 1. DECORATIVE GLAZING. 2. WHERE THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR 1. THE USE OF A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED OVER THE LOWEST TREAD, FMA/AAMA/WDMA 400. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR ='*; 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. AT,., OF 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 3. UNDER AND AT THE ENDS OF MASONRY WOOD OR METAL COPINGS AND SILLS. ` '. 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 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL ',��; ,•,~�;rr v^ ;<Y ��, 4. GLAZING THAT IS ADJACENT TO THE FIXED PANEL OF PATIO DOORS. PERMITTED TO EXCEED 38 INCHES (956 MM). OR FLOOR ASSEMBLY OF //, �' -- �. _ .��•` WOOD -FRAME CONSTRUCTION. �jo I} ��,������ 6. AT WALL AND ROOF INTERSECTIONS.ill W }2T_ �001=- WWZO >ocQO W 0 I-- W o 2 � WQ W W a (n m cc oSOZ0W : aw W (L �U) 0U - Z LL (1) �I=-QUO LZ n Q 0 0 O W O 0 O � w w Z w a U) U z O CL A O U G U) z O� 20 �zaaaaa', i i i I I I I COMMUNITY: LINKS AT CALUS SPRINGS ! PLAN # 6101 i RELEASED: 02/04/21 SHEEP i CS2 i 1 O z w O z 0 ca W z a w w I` vi 0 z 0 od W z a w W w c cI N 16'-811 12'-0" 10'-0" 01 611 1 1 1_011 611 STUCCO WRAPPED d ----BEAM @7'-8" --- 2 p STUCCO WRAPPED p A5.1 a 4X6 POSTS uj a co gF� LANAI 3-.0 I O 8'-8" CLG. O O-1 ? m MOISTURE RESISTANT ? co -1 o DRYWALL CEILING CO I I co 6'-011 I 141_811 91.411 I 81_811 10 •35 SH (53"x63") EGRESS 6068 SGD TEMP. 35 SH 2868 XFER 3'-811 �_ 15'-211 GRILL r ----� 18'-6" HB. 0 BR K OWNER'S AHU ON RETURN AIR GRILLE STAND SUITE Q - 30" AFF GREAT 78'-8" CLG. =Lo �N ROOM r 8'-8" CLG. - ADD 7/16" OSB TO is MECH MECH.CLOSET r SIN ch SH CEILING FOR FIRE 51'1111 DRAFT STOP � M PTRY 3-SIDED ACRYLIC ?8 1 G8 r� Y SURROUND .= I I ti� m co 0 2'-0" N 36"x60" ACRYLIC 1 1 3 -3 �01 4'_1111 21-011 I I 81_8" i/ I I C7 C7 Q111 �72 1 SHWR PAN O. SUITE M BATH _ 8'-8" CLG7co TM I g N W 0 aCo E1100 co 1668 r O co o f co r � °i 2X4 LOW WALL 0 2 ITC HE , ----1 36" HT. FLAT DINING WC 8'-8" CLG. -- COUNTERTOP AREA _ 3.5- _ 16'-8° p 211 I` 8'-8" CLG. _1 - OS WIC I� > Iqqt M ' 111 I I o O cl)8'-8" I O11 8'-11 I 2 v CLG. Ile 1 11 1 11 1 OI_C�11 4 -9 2 -4 �J2 pC REF. i I 11 WATERLINE,- OPT. -- ---------- R&S HI & LOW I L I REF i' SINco W pC *=1N I _-J CV r , . •• :_ .,.y I 2 I � M 1 co -o�' W T =N I ry LNDRY __ w" CL _ � i �, c+� BEDROOM 4 co � w _ `� BEDROO 1 11 cV I 8 -8 CLG. F-11 �11 2 0[ I 8'-8" CLG. N N ��� c� I HER -- III F� �1N I _ w 8'-8" CLG " - -r CL. I BOXL-=B I �=1N cM o 11 T bN DRYER VENT- Zo I I Q i r 1 r Q 10 II r ti I II I'• SH L_ 21-7111 2 -� r / 3x", .: 4< BRK — — — 51_2211 10'-2" � w 6'-8211 o� 2 op 1 21_8111 �iG2 r 21-52rip �6� TN `L�r� ER 1 XFER 41-6211 ' 2Co GRILL r GRILL '� ���� HALL . ACRYLIC HALL N 2868 SC W/ Y 8'-8" CLG. BATH SURROUND WH N SELF CLOSER 51_8111 m ,_91„ 18' �8" CLG. `141) TUB PER O 18_1011 G I 2 AV 9 -0 COMMUNITY 2'-011 r ---- O I ------7 ^1 1,1 3 SPECS X 54" 22' co I Cfl 2 CAR i ATTIC ACCESS @� I O WC c O GARAGE a a . � I N -1 c%)let eL T 8'-8" CLG. p = I N t6, CL. I---R&S---- a - r FOYER ;- e8 1 cr. CL• N 1/2" CEILING BOARD ABOVE -„ , -., N 1/2" WALL BOARD ON ��� 3 GARAGE SIDE PROVIDE INSULATION AS REQ'D o XFER 2'-4" 61.811 2" CONCRETE GRILL N CURB •� BEDROOM 3 0 ENTRYr 8'-8" CLG. r 8'-8" CLG.Kx I 18'-811.- ,60 121.011 I HB. i ��'`� i HEA R @ ' 16070 GARAGE DR. `�\ I "25 SH (37"X63" EGRESS) N 2'-0" 1 11 1 11 1 11 1 11 1 11 16'-011 I 2 -0 4 -4 - 8 -4 5 -0 01 20'-0" 5'-4" 13'-411 38'-811 ME FIRST FLOOR PLAN SCALE: 1 /4"=1'-0" LEGEND SYMBOLS I A BUILDING/WALL SECTION sx7 MARKER OINTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE ELEVATION STEP BRKX FLOORING BREAK WALL TYPES 2x WOOD/STEEL FRAMED PARTITION INTERIOR PARTITION w/ INSULATION CMU WALL CMU WALL w/ FURRING & INSULATION NOTE: INTERIOR WALLS ARE DRAWN TO ROUGH DIMENSIONS SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL BRACKET SPACED I.C.6' OFOR VERHANGS GREATER THAN 10" SOLID SURFACE COUNTERTOP TOP PLATE 2x4 STUD WALL 1'-2^ MAX SEE PLANS FOR WALL LAYOUT =_ 1/2" GYP. [BASE CABINET AS BD. PER SHOP DWGj Fv WD.BASE MOLDING FINISH FLOOR-, 111 FLOOR 1 11 111 r SUBFLOOR 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. IY W Wz0� wwZO >cr< WC,F- C/) 0 w W_ g > w 5 cr Y 0 F— z 08 1l O O U) Z Z44 Z ~ Z < M w IZ = cc Cf) p O U �=ZWu) �F-QZ� cz`cz n a a O O O U O a O 0 1-0 O O w wMEMO (L U) U) a v< "mo f z O a z 0 i Na W G I i I Z O w I I I i � � I Z aaaaa I I 1 1 I I i I 1 I I COMMUNITY: LINKS AT CAL SA I SPRINGS E PLAN # 6101 RELEASED: 02/04/21 SHEET l 1 Al 1 . 2 c WINDOW TRIM DETAIL SCALE: 3/4"=1'-0" , GARAGE TRIM DETAIL SCALE: 3/4"=1'-0" 12 5 35 SH 6068 SGD REAR ELEVATION SCALE: 1 /4"=1'-0" 12 ROOF SHINGLES PER 5 �F 12 COMMUNITY SPECS (TYP.) 5 8" WIDE STUCCO BAND (+1) IN I FM —I I MINIM 4' WIDE STUCCO FMIIFnllFnllFnIIFMIIF=Illnll 16070 GARAGE DR. FRONT ELEVATION SCALE: 1 /4"=1'-0" 12 —==1 5 *35 SH STUCCO ROOF SHINGLES PER COMMUNITY SPECS (TYP-) BLDG. HEIGHT 12 ROOF SHINGLES PER COMMUNITY SPECS 5 (TYP.) 4" WIDE STUCCO BAND (+1) 7 T.O _WINDO o 18" DECORATIVE El FOAM SHUTTERS T ' 4"WIDE STUCCO BAND (+1) I�)i oe 25 SH FIN. FLR. �. 3068 co 1 co PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH 'sue • •,'"? �`" ;r;x.:�,KF,�;:,•.. TRIM COLOR SAND FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & 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 C 1063 (CURRENT EDITION) FEB 03202, •F'FF. w No r7 7::-' ,13. /IATE - iiij oll NA 1 F lr W }2cc: Lu O O N } >cLu r<0 wpol- (nUW W _W Ir x ir Y 0 H Z ,aLL000) Z ZQ z ~ Z_ J Q J W CL _ x CQ 0 WO _Q �F-QZ� 1 (� n Q o O �Z Ia- cn 0 O z O O MONO U O .j > 0o w 0) j 0 w � a o M.-I w w a MEMO 5 ca I•r Z z o O a a Uo cl 0 R a G O� aaaaa R�Z COMMUNITY: LINKS AT CALUgK- SPRINGS PLAN # 610 Of RELEASED: 02/04/21 SHEET A291 z x 0 z Q x �n z 3 n L ri r 3 n z L n L L 12 5 12 5 LEFT ELEVATION SCALE: 1 /4"=1'-0" 12 5 ROOF SHINGLES PER COMMUNITY SPECS (TYP.) ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 12 5 ri= 12 �l 5 *25 SH .35 SH RIGHT ELEVATION SCALE: 1 /4"=1'-0" PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISHVv�';t`A�` 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) FEB ° 3 2#11 w '•'��'A a i\t Lu 0 J H W wZO� wIZ0 > cr 0 W =�I- v)UWw a p w a. ;wg c Y 0 H Z cy u- 0 0 Z Z Z H Z cr-ga�J Wa=ca 000 aZo i� cz O � a Q 0 U) U Z 0 o m ~ 0 � w 0 w w w a Q o� U) U) z 0 IL O U L.1 O� � �zaaaaa o COMMUNITY: f SPRINGS PLAN # 6101 RELEASED: 02/04/21 SHEET A2.2, ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 2403 SQ. FT. 1 153 SQ. IN. UPPER VENT 40% NET VENT MIN. 461 SO. IN'. UPPER VENT 50% NET VENT MAX. 577 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 601 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SQ. IN. / LF. 92 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"=1'-0" IY W }2� "- �00� } Wo�[QO UW W (n ¢pLu J(nW"' 5 � Y O F- z oz$ U- 00 co zzzz Q Wa-=cc(L �c/)p00 �2zLLCl) cz , Q.± n r ~ Z (Z Q H O 0 U O Z to 0) o a 0 O `1 o w a a� z O A z O E a U) o U z1 O 4 aaaaa Z i i i COMMUNITY: UNKSATCAWSA SPRINGS ! PLAN # 6101 RELEASED: 02/04/21 SHEET A3. "I Z 3 0 ad U) Z g a. W U) W T.O. � T.O. V W. FIN. FOOTING PER FOUNDATION PLAN , BUILDING SECTION SCALE: 1/4"=1'-0" BUILDING SECTION SCALE: 1 /4"=1'-0" m ROOF TRUSSES (SEE SHEET FOR DETAILS) T.O. WINDOW go FIN. FLR.1,L___ FOOTING PER FOUNDATION PLAN Ir w } 2 CC �00E- } c¢ >O UJ F- ¢03� w � w J w YOHz ,S Ii 0 0 c) zzz Lu cr-g< w (L cc Z)`) 0C) < n n O H O O O C?J U o Z � O I m IRMO w W� O W.j 0w I w ZA a Q n z Im O IL A 0 N w G O� ro wz aaaaa COMMUNITY: UNKS AT CA SA SPRINGS PLAN # 6101 RELEASED: 02/04/21 SHEET AS. I D z r n z i L n JJ ROOF SHINGLES OVER 12 15# ROOFING FELT SEE ROOF PRE-ENGINEERED ROOF PLM TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO nnono(-) STRUCTURAL. 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 r PLAN GYP.BD. — WINDOW SILL 1/2" GYP. BD. OVER RADIANT PRECAST WIN. SILL BARRIER INSULATION (R-4.1) ATTACHED TO ix2 PT. I / FURRING @ 24" O.C. j - _3SLOPE GRADE AWAY BASE BOARD —� FROM HOUSE 0'-0" FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. 1-STORY WALL C@ WINDOW SCALE: 1 /2" = 1'-O" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS PROVIDE 2X4— FRAMED ENCLOSURE FOR ELECTRICAL PANEL, FINISH W/ k GYPSUM BOARD ELECTRIC METER LOCATION - SEE PLANS. VERIFY INSTALLATION IN FIELD STUCC 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 �31/2" a. j" GYPSUh w GARAGE a BOARD NICHE FOI ELECTRIC PANEL & WIRING N ELECTRICAL PANEL ELECTRIC PANEL N co `O EXTERIOR CMU BLOC WALL `v CONCRETE a CONCRETI CURB REFER CURB REF TO PLANS TO PLANS CONCRETE A e SLAB ON GRADE - GRADE AT 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 'I-2x6 ALUM WRAPPED FASCIA ELEV. BD. w/ALUM DRIP EDGE. 1/2" (MIN.) ------ SOFFIT PER SPECS CLG. BD. (�' 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 SLAB, 4„ DRIVEWAY PER COMMUNITY SEE STRUCTURALSPECS ,.. PLANS SLOPE J SLOPE FIN. FL. `v I - —FOUNDATION cl) PER STRUCTURAL DRAWINGS WALL SECTION � GARAGE DOOR SCALE: 1/2" = 1'-0" ATTIC OR SECOND FLOOR LIVING SPACE REFER • PLANS• �ll�il ELECTRICAL PANEL NICHE AT CMU BLOCK WALL SCALE: 1/2" = 1'-O" NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION �Ee 03ZO ?1 W Wz0= O >- H >oWC¢0 W cr- =pwg n�cr� Ye -z zQzQz� III �JQ� -j wa2iYn- =ZLLW Q o O �Q Q 0 0 U O m � oz O .j u U Ono Un Noma z O IL 0 w G U) 04 r �Z C aaaaa COMMUNITY: UNKS AT CAUSA SPRINGS PLAN # 61 Of RELEASED: 02/04/21 SHEET A5•22 _� ga�iy�wt� i, iltl ii'i'�il� �4 � �I�lill'I [wAI�I� �IIgIIRAI�II'.� �■'1�1 r 2 T "L" FLASHING SCALE: N.T.S. WOOD SHEATHING 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) $" THICK, 3 COAT CEMENT PLASTER METAL LATH LAP WRB & TAPE OVER ROOFMALL 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. 8" THICK, 3 COAT CEMENT PLASTER 60 MIN. GRADE D PAPER BACKED LATH BARRICADE PLUS WRB (OR APPROVED EQUAL) WRAP LAYERS OF BUILDING gBOcc c*J a FASCIA WRAP WRAP OVER NAILING FLANG E, STOP WRB APPROX. 1-1/2" ABOVE SHINGLES ROOF/WALL SCREED 5X5 WALL FLASHING KICK -OUT FLASHING (SEE DTL. BELOW) FELT UNDERLAYMENT SHINGLE ROOFING DRIP EDGE: OVERLAP 3", EXTEND BELOW SHEATHING, MECH. FASTEN 4" O.C. MAX. KICKOUT DETAIL SCALE: N.T.S. Z C ED STEP 1 FOLD M FOLD @ FOLD INWARD @ PT. A STEP 3 ©© FOLD @ 770 FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C STEP 2 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 0 FOLD INWARD @ PT. A CREASE @ PT. B STEP 4 O 00 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 FFe o32 o?' cr w }2CC �00� >owCQO w I= �-wo CC W:5 aU)wW �oCcrcc z p w z z �¢2� W =CC_ 52Zu-lU a?o �ro, O zd' O 0 0 0 .-1 i ~ VON p t� O o o a� .J Xw w w Mcn I.r (L m< f__q O CL A 0 R U U) W 0 z z o� Uo oxZaaaaa COMMUNITY: UNKS AT CA USA SPRINGS PLAN #61Of RELEASED: 02/04/2f SHEET WP I 5 z z Q z Q x Da 4 z 0 z 06 z g Vn FIRST FLOOR ELECTRICAL PLAN SCALE: 1 /4"=1'-0" 2" PVC CONDUIT 2-2/0 COPPER 1-1/0 COPPER 0OR 2-4/0 ALUMINUM 150 AMP 4: METER 1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT #4 COPPER OR ALUM. BREAKER tr /' 1/2" PVC CONCRETE ENCASED GROUNDED ELECTRODE III�III III III II ELECTRICAL RISER DIAGRAM NOT TO SCALE 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 -�- CEILING MOUNTED LED LIGHT FIXTURE �- WALL MOUNTED INCANDESCENT LIGHT FIXTURE Ov VAPOR PROOF LIGHT FIXTURE +m LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE f) EXHAUST FAN Q EXHAUST FAN/LIGHT COMBINATION ® CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) ® COMBINATION SMOKE / CO2 DETECTOR ® SMOKE DETECTOR t4 TELEPHONE (OPTIONAL) Q TELEVISION (OPTIONAL) 01 ELECTRIC METER s ELECTRIC PANEL _jmA_ DISCONNECT SWITCH Q JUNCTION BOX /I-- 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. LUMINIAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF 2020 NEC 410.16(A) & (8) 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 } 2 cr Lu z0E- O} Wccca c0 oF- wo =03. pwF- Y O H Z O ui Z Z Z cc!5¢2-1 Z_ wCLmct CD 0 00 = Z LL (n Zo �F-Qcri n coc n Q o O H �a Q O O O U O ma a m 0 a (n �- O J U I VJ w w m wwo U o. iL. w c mi l< w E-M O IL A O E U) W O 0 4 20 �Z aaaaa COMMUNITY: LINKS ALU A SPRINGS PLAN # 6101 RELEASED: 02/04/21 SHEET E• V4 It SLAB PENETRATION PLAN SCALE: 1 /4"=1'-0" IY W }2� Lu 3: 0 O, P— Uj WowC¢O �H CC tAVwW _ W J(jWW D tr cc cc YOHZ odLL00U) Z Z Z LU ~ _z cc: Q J 11J=�� =zLLcn H Q Z O cz cz c c t � O Q O O O � O O low 00 0) 9 OR-" w 1--m z o w a w a w a) o., Oct I.-M U) z O a. A 0 K U W G U) O� rn0 �Zaaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 02/04/21 SHEET P1.1 MASONRY LINTEL A55EM5L I E5 5EE 56FEDULE AND SPECIFICATION5 FOR ADD'L INFO ri'--•T, rT--1, 1 LQJ+� MIN. (1)WURSEMOND I LQJ � MIN. (I) COURSE/BOND BEAM ABOVE LINTS. I i BEAM ABOVE LINTEL 6RW 6ROUT BOTTOM REINF. q, PRECAST LINTEL w/ PRECAST LINTEL W tom`--t EMBEDDED REINF. #�E1 BFDD® REINF. MB-1 MB-2 rr--'f, 11 '+� OURS TOP COURSE, IF TOP COURSE, IF IL REQb PER ARCH. REQb PER ARCH. TOP REINF. OR WW. I;BOND BEAM R0W. A5 REab BOND BEAM WINF. EINF GROUT GROUT BOTTOM REINF. - BOTTOM REINF. ra. PRECAST LINTEL W EMBEDDED REINF. I a• I PRECAST LINTEL w/--�--{ �--`�� 6•BEDDED REINF. MB-3 N MB-4 MASONRY LINTEL DETAILS REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT M13-1 8F8-013/0T ----- ----- M13-2 8F8-I5/OT --- (1) #5 M13-3 BFIb-IB/IT (1) #5 1 (1) #5 M5-4 8RFI4-I13 ----- --- APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S GONGRETE. NOTES: 1. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-O" SHALL BE PRESTRESSED. 2. SHORE FILLED LINTELS A5 REQURIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55E1? LINTELS. 5. ALL REINFORGEMENT SHALL BE GRADE 60, fy=60 ksl 6. ALL LINTEL5 SPECIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTEL5 ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW SHEET LIST INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.3 ROOF FRAMING PLAN 50-1 FOUNDATION DETAILS 50-2 STRUCTURAL DETAILS P655-1 STRUCTURAL DETAILS GENERAL STRUCTURAL NOTES FOUNDATION • DE516114 15 BASED ON lth EDITION (2020) FLORIDA BUILDING CODE. • FOOTING DE516N - THESE FOOTIN65 HAVE BEEN EN6INEERED FOR A MINIMUM ALLOWABLE SOIL BEARIN6 CAPACITY OF 1,500 P5F. • ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT W/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALLS TO SLAB HITHY4" DIA. x 23/4" LONG TAPGON5 o 32" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORRO51ON-RE515TANGE COMPATIBILITY OF HARDWARE It FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • CONCRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLONIN6 MINIMUM COMPRESSIVE 5TREN6TH5 IN 28 DAYS, U.N.O.. f'c = 2,500 p51:....... FOOTIN65 2,500 psi:....... 5LA65 ON GRADE (INTERIOR 8 EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FIN15H 6RADE. • FOOTIN65 AND SLABS ON GRADE SHALL BEAR ON VIR61N 501L OR 615% COMPACTED FILL. • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. • 6ROUT SHALL BE A5TM C416 F'c=3000 P51 w/ MAX 3/e" A66RE6ATE • GONGRETE MASONRY UNITS SHALL BE A5TM Gq0 WITH A MINIMUM COMPRE551VE 5TREN6TH OF Ig00 P51 (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPES. GMU DE516N BASED ON AGI 530/530.1 • REINFORCED GMU GORES (AS INDICATED ON PLAN) SHALL El BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL ALIGN WITH FOOTIN6 DOWEL BELOW. PROVIDE MIN 30" LAP 5PLIGE WITH FOOTIN6 DOWEL. • 6ROUT 50LID ALL REINFORCED GMU GELL5 AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" GONT. FULL LEN6TH OF WALL w/ (1) #5 BAR GONT. (TYP. ® EXT. PERIMETER) • PROVIDE (1) #5 BAR GROUTED 501.ID ON EACH SIDE OF ALL MA50NRY OPENIN65 AND AT ALL WALL CORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE GENTER OF THE MASONRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR WALLS. (AS 5HOHN ON PLAN5) • ROUGH OPENINC75 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB E06E5, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. EXACT LOCATIONS PER BUILDER. • 5AH GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH OF THE SLAB (I" FOR A 4" SLAB) • JOINT5 SHALL BE LOCATED o 12-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE AS CLOSE TO 5QUARE5 AS P0551BLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION 5PEG I � I CATI ON5 (TYP. U.N.O.) DESCRIPTION OF 51-06. ELEMENT 3"4.131" NAILS 3"4.120" NAILS J015T TO 50LE PLATE (3) TOENAILS (5) TOENAILS* 50LE PLATE TO JO15T/BLK'6. (3) NAILS o 4" o.c. (5) NAILS o 4" O.G. STUD TO 50LE PLATE 2 TOENAILS (3) TOENAIL5* TOP OR 50LE PLATE TO STUD 2 NAIL5 3 NAILS RIM TO TOP PLATE TOENAILS 0 8" o.c. TOENAILS 0 6" o.c.* BLK'6. BTNN. JOISTS TO TOP PL. (3) TOENAILS (3) TOENAILS* DOUBLE STUD NAILS 0 24" o.c. NAILS o 16" o.c. DOUBLE TOP PLATE NAILS 0 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE LAP SPLICE q NAIL5 IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP o CORNERS $ INTER5EGTIN6 WALLS (2) NAILS (2) NAILS * 2Y2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"4.120", SAME SPACING OR NUMBER OF NAIL5. (ONLY ACCEPTABLE WHERE * ARE SHOWN) TH 15 MODEL HA5 BEEN DE516NED IN AGGORDANGE WITH THE Ith EDITION (2020) FLORIDA BU I LD I N6 GORE (5EGT1 ON 160q) LATERAL DE516N REQU I REMENT5 FOR THE FOLLOWIN6 WIND 5PEED EXP05URE ONLY: 140 MPH - EXP. B WIND I MPORTANGE PAGTOR = 1.0 INTERNAL PRE55URE GO FF I G I NT = ENGLOSED, +/- 0.18 ANY WIND 5PEED/EXPOSURE NOT L15TED HERE REQUIRE5 FORMAL EVALUATION I APPROVAL FROM M+K STRUGTURAL EN61 NEERI N6. EXTERIOR 4 SHEAR AALL 5HEATH I NG SPEC 1 P 1 CAST I ON5 INDICATES LOGATION AND EXTENT OF 5HEARHALL HHIGH REQUIRES 5HEATHIN6 AND/ OR FA5TENIN6 5PEGIFIGATION5 BEYOND THAT OF 5TNDRD GON5TRUGTION SYMBOL 5HEAR PANEL 5PEG. 15/52" PLYWOOD OR 05B FA5TENED W PI 2J/211x0.131 " NAIL5 © 6" O.C. ALONG PANEL EDH5 AND 12" o.G. IN THE PANEL FIELD. 15/32" PLYWOOD OR 05B FASTENED W P3 2y2"xO.131" NAIL5 @ 3" o.G. ALON6 PANEL E06E5 AND 12" o.G. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALLS w/ 15/32" PLYWOOD OR 058 FASTENED w/ 2 "xO.131" NAILS ® 6" O.G. AT ALL PANEL E06E5 AND o 12" O.G. AT CENTER. (U.N.O. ON PLAN5) I. ALL PANEL E06E5 SHALL OGGUR OVER FRAMIN6 OR 2X BLOGKIN6 SHALL BE PROVIDED TO 5UPPORT PANEL E06E AND FA5TENIN6 2. ALL 5TRUGTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMIN6 ® 16"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARHALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER w/ FkV2"x0.131" NAILS ® 16"o.c. USE (8) 3"2"x0.131" NAILS ® EA. LAP SPLICE. (TYP. U.N.0) 4. LATERAL ANALY515 ASSUMES ALL INTERIOR 5HEARHALL5 AND EXTERIOR HALLS ARE GONTINUOU5 SHEATHED ABOVE AND BELOW OPENIN65. 5. SEE ARCHITECTURAL DRAHIN65 FOR ADD'L HALL GON5TRUGTION REQUIREMENTS. 6. ALL EXTERIOR HALLS ARE CONSIDERED 5HEARNALL5. 1. WHERE PANELS ARE APPLIED TO BOTH FAGE5 OF HALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. 8. A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENIN65 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARHALL5 50 LON6 A5 THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 E06E NAILIN6 REQUIRED AND OCCUR 16" MINIMUM FROM THE ENDS OF THE 5HEARNALL. q. ALL 5HEATHIN6 PANELS TO MEET U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-105 WITH 33(b SPAN RATIN6 (MAX) 10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE ARCHITEGTURAL PLAN5, THE 5HEATHIN6 USED IN THE -FIRE RATED A55EMBLIE5 SHALL BE NOMINAL Nn" THIGK, APA RATED 5HEATHIN6 R6 EXPOSURE 1 055 OR PLYWOOD PEI ACCORDANCE WITH THE UL DE516% 5PEGIFIED. Window � Door Allowable Wind Pre55ure5 140 MPH Wind Zone Exposure 5 OPENING 51ZE INTERIOR ZONES END ZONESm 8' 6arage Door +18.5 P5F/-20A P5F +18.5 P5F/-20.q P5F 16' Garage Door +I1.1 P5F/-Iq.1 P5F +11.1 P5F/-Iq.l P5F 10 5QFT. +21.2 P5F/-22.q P5F +21.4 P5F/-28.3 P5F 20 SOFT. +20.2 P51=1-22.0 P5F +20.2 P5F/-26.4 P5F 50 SOFT. +H.O P5F/-20.8 P5F +Iq.O P5F/-23A P51F 100 SOFT. +16.0 P5F/-Iq.8 P5F +18.0 P5F/-22.0 P5F 500 SOFT. +15.8 P5F/-11.6 P5F +15.6 P5F/-I1.6 P5F mEnd Zone 15 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 FRAMING • 5EE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 1/I6" MIN. 0513/PLYHOOD 5HEATHIN6 2446, EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.113" RIN6 SHANK NAILS (R5R5-01 OR EQUIV) 0 6" O.G. AT PANEL EDGES 4 0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRA6 TRUSSES w/ RIN6 SHANK NAILS o 3" O.G. (U.N.0). PROVIDE BLOGKIN6 ALON6 PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRUSS ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ SIMPSON VTGR CLIPS 0 24" O.G. • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLESS OTHERN15E NOTED. • ERECT AND INSTALL ROOF TRUSSES PER HTGA 4 TPI'5 BG51 1 GUIDE TO 6000 PRAGTIGE FOR HANDLING, IN5TALLIN6 8 BRAGIN6 OF METAL PLATE CONNECTED HOOD TRUSSES." • ROOF TRU55 SHOP DH65. 5HALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 8 SHORT SPAN ROOF TRUSSES w/ 2x4 LE06ER FASTENED TO FRAMING w/(2) 3"4.131" NAILS o 16" O.G. UPLIFT CONNECTORS BEARIN6 CONDITION TRUSS CONNECTOR < 15' 51MP50N H2.5T 51146LE ROOF TRU55 BEARIN6 ON > 15' SIMPSON HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRUSS BEARING ON HOOD STUD HALL/HOOD BEAM ALL SIMPSON HT520 51N6LE ROOF TRU55 OR PORCH ALL 51MP50N HETA16 BEAM BEARING ON GMU HALL ROOF G.T., FLUSH BEAM OR ALL (2) 51MP50N HETAI6 FLUSH 67. BR6. ON GMU WALL ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR AS L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N 5TANDARD5 FOR METAL PLATE CONNECTED HOOD TRUSS CONSTRUCTION". M$K HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWING SHALL SUPERSEDE THE TRUSS MANUFAGTURER'5 UPLIFT CONNECTOR 5PECIFIGATION5 AND LOADS SHOWN ON THE SHOP CARDS. LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ _ = BEARIN6 NALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARNALL • is::::::.:I EXTENT OF OVERFRAMIN6 L'ii_•J •---- -- -- -INDICATES 1/8"A" SAN GUT CONTROL JOINT . INDICATES LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HAN6ER INDICATES P05T ABOVE. PROVIDE SOLID BLOGKIN6 UNDER P05T OR JAMB ABOVE. GENERAL STRUCTURAL NOTES • DESIGN 15 BASED ON lth EDITION (2020) FLORIDA BUILDING CODE. • WOOD FRAME EN6INEERIN6 15 BASED ON NOS, "NATIONAL PE516N SPECIFICATION FOR WOOD CONSTRUCTION" -LATEST EDITION. • DE516N LOADS: ROOF LIVE = 20 P5F DEAD = 1 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 STAIRS 4 DEGK5) = 30 P5F ® 5LEEPIN6 AREAS = 50 P5F ® 6ARA6E = 200 # POINT LOAD ® 6UARD5/HANDRAIL5 = 50 P5F ® 6UARD IN -FILL COMPONENTS DEAD = 10 P5F (20 P5F TOTAL ® TILE) WIND ULTIMATE WIND SPEED 4 EXP09JRE A5 L15TED R15K GATE60RY II 6ENERAL FRAMING • EXTERIOR WOOD STUD BEARIN6 HALL5 SHALL BE 2x 5PF#2 OR 5YP#2 o 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x 5PF OR 5YP 'STUD' 6RADE LUMBER o 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARHALL5 SHALL BE CONSTRUCTED WITH 2x 'STUD' 6RADE MEMBERS SPACED o 16" O.G. (MAX.). • ALL NON-BEARIN6 INTERIOR STUD WALLS SHALL BE CONSTRUCTED WITH 2x '5TUD' 6RADE MEMBERS SPACED o 24" O.G. (MAX). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x KING STUD, MINIMUM. - THE NUMBER OF 5TUD5 SPECIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK 5TU05 REQUIRED, U.N.O.. • ALL HEADERS, BEAMS 4 OTHER STRUCTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS 4 HEADERS H/ 3-ROH5 OF 3"xO.131" NAILS o 12" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FAGE5 o 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROH5 OF NAILS FOR 2x6 It 2x8 MEMBERS. • FACE NAIL BUILT UP 2x P05T5 W/ 3"4.131" NAILS o 16" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FAGE5 0 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLAN% • SHEATH ALL WOOD FRAMED EXTERIOR WALLS w/ 1/I6" 056 FASTENED w/ 2Y2"xO.131" NAILS ® 6" O.G. ® E06E5 t 12" O.G. o GENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL E06E5. TYPICAL U.N.O. ON THE PLAN5. • PROVIDE SOLID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL POSTS CONTINUOUS TO FOUNDATION/13EARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10A6 psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10" 6 psi . FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 RON5 OF 304.131" NAILS 0 6" 0/6 OR 2 ROH5 Y4"x3Y2" 51MP5ON 5D5 5GREN5 (OR E�/2" TRU55LOK 5GREH5) o 16" 0/6. USE A MINIMUM OF 3 RON5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY GONDITION. LOCATE TOP & BOTTOM NAIL5/5GREN5 2" FROM EDGE. 50LID 3 Y2" OR 5 Y4" BEAMS ARE ACCEPTABLE. USE 2 RON5 OF NAILS FOR 2x6 4 2x8 MEMBER5. . FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 RON5 OFY4"xb" 51MP50N 505 5GREN5 (OR 6 3/4" TRU55LOK 5GREN5) o 16" O/G. USE A MINIMUM OF 4 RON5 FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FA5TENIN6 AT BOTH FAGE5 (ONE 51DE ONLY FOR TRU55LOK 5GREH5). LOCATE TOP AND BOTTOM 5GRE1I,,5 2" FROM EDGE. A 50LID 1" BEAM 15 ACCEPTABLE. • ALL INTERIOR HALL STUDS IN CONTACT w/ GMU HALLS SHALL BE PRESERVATIVE TREATED AND FASTENED H/Y4" DIA. X 4" LONG TAPGON5 o 24" O.G. FLOOR FRAMING • I-J015T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/460 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY I-JO15T /TRU55 MANUFACTURER, UNLE55 OTHERHI5E NOTED. • I-JO15T/TRU55 SHOP DH65. SHALL BE SUBMITTED TO ARCH. 8 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY • FLOOR 5HEATHIN6 SHALL BE 23/32" CONFORMING TO P52-04, 24" O.G., EXP05URE I, TONGUE AND 6ROOVE E06E5, FASTEN SHEATHING TO FRAMING MEMBERS H/ GLUE AND 3"0.131" NAILS o 6" O.G. AT PANEL E06E5 4 12" O.G. AT INTERMEDIATE SUPPORTS. TYPICAL 5TAIR GON5TRUGTION NOTE5 • (3) 51N6LE PLY 2x12 5TRI%ER5 FASTENED TO HEADER AT TOP OR LANDING, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM w/ (1) 51MP50N A35 CLIP AT EACH 5TRIN6ER. • FASTEN 2x6 P.T. PLATE TO CONCRETE SLAB w/ (3) 346" DIA. x 3Y2" LON6 TAPGON5. • FASTEN END 5TRIN6ER5 TO ADJACENT HALLS w/ (2) 3"4.131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE 3/4" FLOOR DEGKIN6 ON RISERS AND I" FLOOR DEGKIN6 ON TREADS. • SEE STAIR FRAMIN6 SECTION FOR MORE INFO. seal- iT AT � `� E : I., 7M �� Y c O co 'LPG`\\ P 5fil(�i'li p C. 0 z J� W W z N L z W .J Q N .c Z� a U A ' Q W =a mE QA mi Z W C M y Y 8 y W m 0e CDc M o. IV 7 M&K project number: 068-2001 1 project mgr: J S B drawn by: MJT issue date: 01.2 6-21 REVISIONS: date: initial: z M•'" ''r q a Cz q� d 0 O W W L- 0 Ld Z C] z � 0 n U Z 4 0 IL U) Q J J sheet: SM0.0 O 0 r I• 0 (V 12 1_0 n R M ?-------�� PATIO SLAB: �y - I 3 Y2" GONG. SLAB ON 12 WIDE GONG. I N GRADE (2500 P51 TURNDOWN EXTENDED I I MIN.) W 6x6-WI.4xWl.4 MIN. 12" BELOW GRADE I LU C I MESH OR FIBER MESH I ON q5% GOMPAGTED FILL OR VIR61N 501L. I I 2 I rq HVAG V-1 I 5D-I 3 Y2" STEP 5D-I I UNIT 2 '-8" I' I I I I L5.6.D. REGE55 PER I • MANUFAGTURERS • I I INSTRUCTION I , I 2 SD -I I I I I • I I I I I , I I I •I p ' I NOTE: REFER TO BLOCK I ' PLAN FOR ALL DOWEL LOCATION DIMEN510N5. I ° I I I • I I I I I I I I I �I I I I I L__ I I -----'3Y2115TEP------ I i • I I I SD-1 5D-I I 5 I I I 5D-I 3 Y2 STEP , • I I �� I � I • GARAGE 5LAB: I 5D-I 3 Y2" GONG. SLAB ON GRADE I I I (2500 P51 MIN) w/ 6x6-W1.4xW1.4 3 Y2" STEP _ MESH OR FIBER MESH OVER 6 -- MIL. POLY ON q5% GOMPAGTED I M fi FILL OR VIR61N SOIL. I 6 I I • I I SD -I I 70 I 5 I 2 5D-I 5D-I 20'-0" 18'-8" 2 I • _6 I O 0 r SLAB PLAN LEGENP • ® INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARNALL EXTENT OF OVERFRAMIN6 L---'J •- - - —INDICATES I/8"A" 5AN GUT GONTROL JOINT INDICATE5 LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE 50LID BLOGKING UNDER P05T OR JAMB ABOVE. REFER TO 5-0.0 FOR TYPICAL 5TRUGTUR,4L NOTES 8 SCHEDULES seal: N e * 73"'4 JAT E IF LAJ ;ON NAL ©.copyright: MULHERN &1RJL�",` Structural Engineering, Inc. cz z JE w w z N c� C9 r- z w a J a 0 Z= c� 'r mac. CM oc cn Wcn E °' Q� J� z W yQQ m y IW o tv ilr M a IV M&K project number: 068-200 1 1 project mgr: J S B drawn by: MJT issue date: 0 T -2 6-2 7 REVISIONS: date: initial: z m sheet: 'Q O 0 J LL LLI Z 0 � 0 (n I--� z J � 0CL a = o� C] oz .1 J I M® WALE: 1/4"=1'-0" (22x34 SHEET) SCALE: 1/6"=1'-0" (110 SHEET) Fm 1 .0 • 4'-611 110 51-11/211 in 51-01/211 ,. 61-211 20 51-211 ., 41—/ II i 41-211 BLOCK PLAN SCALE: 1/4"=1'—O" (2204 SHEET) SCALE: 1/6"=1'—O" (110 SHEET) LEGEND • = = _ = = BEARI NG WALL ABOVE • BEAM / HEADER • = � m LOCATION AND EXTENT OF 5HEARWALL EXTENT OF OVERFRAMING .--- — —°—INDIGATE5 I/8"xl" 5AW GUT GONTROL JOINT INDIGATE5 LOCATION OF REINFORGED GMU GORE El (5EE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKI% UNDER P015T OR JAMB ABOVE. MABONW LINTEL DETAILS REINFORCEMENT MARK DE516MTION TOP BOTTOM 5HEAR REINFORCEMENT 43-1 8F8-05/OT ---- ---- MB-2 8F8-IB/OT --- (1) #5 MB-3 8FIb-I5/IT (1) #5 (1) #5 M13-4 DW14-15 --- ---- APL'ROVED LINTEL MANUFACTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T CO., AND LOTT'S CONCRETE. NOTES: I. ALL LINTEL5 w/ 5PAN5 GREATER THAN 14'-0" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REOMIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT SHALL BE GRADE 60, fy=60 ksl 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DESIGN. -1. ALL LINTEL5 ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELON MASONRY LINTEL ASSEMBLIES 5EE SCHEDULE AND 5PEC►FICATION5 FOR ADD'L INFO I LsI+i— Mlt':. N LQJ�— MIN. N CouI�BOND I I BEAM ABOVE LINTEL I I BEAM ABOVE LINT 6ROUf 6ROUf BOTTOM REIW. PWA5T LINTEL. w/ I p. I PRECAST LINTEL W/ E3-1 EMBEDDED REINF. ME3-2 EMBEP -D REINF. MB— I � MB-2 co" --Top IF m I L4J+ i— TOP GOUR�E` , IF L4J — REQ'D RR ARGN. I I REQ'D PW ARCH. TOP REINF. OR CONT. CONr. BOND BEAM BOND BEAM WINF. FMW. AS FWD 6ROUT 6IR00 BOTTOM REINF. BOTTOM FEW - ` PRECAST LINTEL W/ R�EPRECAST I REINF. LINTEL W/- EMBEPM REIW. MB-3 N MB-4 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES ff SCHEDULES seal: ° N h cr! a', N C .� � , Fey LU '~ n % TC tr ° © copyright: M11 Structur�l�6/>��lie�' CD J� W LU = Z D Z r- W J Q 0 Z= .0 I— L) A W g tEli W a m E a� J z "M W Y ca W m _ Qv !V � M d M&K project number: 068-2001 1 project mgr: J,SB drawn by: MJT issue date: 0 `I -2 6-2 1 REVISIONS: date: initial: cut," Cz C Q 0 J L J W U� � 0 z � z o � a H z Z Q M J0 J sheet: Fm2.0 FILLED GELL5 (5EE PLAN) UtIk Or- Rm^en % i111Ti.1 (9) w1%Nc1% (— GONG. OR PAVER 6ARA6E WALL DRIVEWAY BEYOND GARAGE 5LA13 m �4" L (5EE PLAN) O r ° d e. ° .. 1 I I d I=1 1=1 11= 16"x8" THICKEN EDGE H/ (2) #5 GONT. THICKENED EDGE ® GARAGE DOOR DETAIL SCALE: WS 8" GMU BLOCK 8" GMU (1) #5 VERT. FROM FT(5. TO BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" 6ROUT CELL 50LID a� O GRADE I — ed III=1 _ ° I —I 1I- =III—I I —I I —III —I =I III —I I I IiIl,, II I l e I=1 I I=1 11= Q —III=g _'=11Im I I1 I Ie I I_I 11= GLEAN COMPACTED FILL A 954; R4.1 FI-FOIL OR EQUAL OVER VW FURR 5TRIP5 -PER BUILDER HOUSE 5LAB (SEE PLAN) {I) #5 DOWEL H/ 6" HOOK AT ALL VERT. WALL REINF. (5EE PLANS FOR LOCATION) MONOLITHIC FOUNDATION 5TANDARD DENSITY 1 1-0 1 W/ (2) #5 GONT. ON GHAIR5 MIN. WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" CH) WALL 5WM, FT6. SHALL BE I'-4" WIDE W (2) #$ BARS FOOTING SECTION W/ BLOCK DETAIL SCALE: MS 8" WIDE GONT. 8" GMU BLOCK I R4.1 FI-FOIL OR EQUAL GONG. CURB BEYOND OVER %a" FURR 5TRIP5 (1) #5 VERT. FROM FT6. EXTERIOR DOOR ' -PER BUILDER TO BOND BEAM. LAP w/ HOUSE SLAB FOUNDATION DOYEL—�, GARAGE 5LAB SET IN 5H E�ALAN LD _\ (5EE PLAN) MIN. 30" GROUT CELL (5EE PLAN) 50LID PAVERS z e (5EE PLANS) ° a e RAD _ _ I I I_I I I —III —I _ _ _ e ICI —ICI —III —ICI; il� 16 I i—_ _�I 1=cz 1=1 I I I 1=1 1=1 11=� 11- I I I I=1 11= 1=1 —III—I —� III —I I d°• I —I I I —I I —III- '—I I —I 11-1 I I —I 11-11 I-1 1 1- Q z III=III=1 I- - :7 I=1 m III I I d I —I 1=1 I I- 1) #5 DOWEL H/ 6" HOOK AT ALL VERT. WALL REINF. III=� I I 1=I 1— III i, � 1 (5EE PLANS FOR LOCATION) II I 1 I 111=I 11=1 1 I I I I MONOLITHIC I I —III —III —I 11=1 _ I I I I 1=1 I I I ,III_ GLEAN COMPACTED III =III= I �' I I— FOUNDATION W/ (2) #5 FILL o Q5% � �� GLEAN COMPACTED � �� GONT. ON CHAIRS STANDARD DENSITY 1-0 MONOLITHIC, FOUNDATION FILL o c15% STANDARD I -O MIN. H/ (2) #5 GONT. ON GHAIR5 DENSITY AND TERMITE MIN. TREATED WHERE 2NO STORY WALL WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE OCCURS DIRECTLY ABOVE THE 8" GMU HALL 5HOHN, FT5. SHALL 8" CMU HALL SHOWN, FT6.5HALL BE I'-4" WIDE w/ (2) #5 BARS BE 1'-4" WIDE w/ (2) #5 BARS GA�RGE CURB DETAIL 6 ENTRY DOOR DETAIL SCALE: NT'S SCALE: rrrs -PATIO/PORGH/LANAI 5LAB (5EE PLAN) 8"x8" THICKENED — 5LAB W/ (1) #5 GONT. D3THICKENED EDGE DETAIL SCALE: WS W GMU BLOGK (1) #5 VERT. FROM FTG. 1 BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL SOLID PORGH/PATIO/LANAI 5LAB OR PAVER5 (5EE PLAN) ; V I d EXP JOINT v m R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR 5TRIP5 -PER BUILDER HOU5E 5LAB (5EE PLAN) .d III —III —III= I , ,a -� II���III���III�� I• K�_ ' 1) #5 DOWEL W/ 6" HOOK AT ALL VERT. HALL REINF. (5EE PLAN5 FOR LOCATION) GLEAN COMPACTEDMONOLITHIC FOUNDATION FILL o 95� STANDARD DENSITY I�-O�� N/ (2) #5 GONT. ON MIN. GHAIR5 WHERE 2ND STORY HALL OCCURS DIRECTLY ABOVE THE 8" CMU HALL 5HOHN, FT6. SHALL BE P-4" WIDE w/ (2) #5 BARS t EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL SCALE: MS Y2" GYP. BO. EA. 51DE OF 2x45 o 16" O.G. Y2" J-BOLT5 6" FROM EA. END OF WALL AND 5PAGE o 32" O.G. 2" (6" MIN. EMBED) STUD PLATE TIE5 PER } PT BOT. PLAN o 5TUD TOP 4 PLT. BOT. a° � a — d . n ° • d (2) #55 GONT. W---" 3" MIN. CLEAR I 8 8 UPLIFT GONNEGTOR5 5UGH A5 5TUD PLATE TIE5, HURRICANE GLIP5, AND ANCHOR BOLT5 ARE NOT REQUIRED ON HALL5 NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. HALL NHIGH REQUIRE SUCH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. 7ARAGE STEP DOWN DETAIL SCALE: NM 8" GMU (1) #5 VERT. FROM FTG. TO BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" 6ROUT CELL 50LID Z_ cc L �4 III —III —III —III_ z ' =_ f 4 GLEAN COMPACTED FILL o 15% R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOU5E 5LAB (5EE PLAW a . e e llI—III—IIIT III a` .,d° 1- _-GHA5E SLEEVE TO BE III=III-1 TWIGE THE DIAMETER OF =1 i I�i I 11 I� I PROTECTED PIPE STANDARD DENSITY I'-O" MIN. HHERE 2ND STORY WALL OMIR5 DIRECTLY ABOVE THE 8" GMU HALL 5WHN, FT6.5HALL BE 1'-4" HIDE W (2) #5 BAR5 GHSE DETAIL S SCALE: krs MONOLITHIC FOUNDATION W/ (2) #5 GONT. ON GHAIR5 ' seal: 4; 'V 1 r .. ... ORIV c0 copyright: MULHERN & KULPv� Structural Engineering, In. CD Z J� w W z N g (D Z W d J Q � C= E U Q � o� W� E �Cz >> =a >� Z W O y Lil m` _ $ N M&K project number: 068-2001 1 project mgr: J S B drawn by: MJT issue date: 01-2 6-21 REVISIONS: date: initial: h 1 W 0 8" GMU BLOCLL BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER 3/4" FURR 5TRIP5 MTL. THRESHOLD -PER BUILDER HOUSE 5LAB � � Z SET IN SEALANT (5EE FLAW PORCH/PATIO/LANAI (L 5LAB OR PAVERS 0 v l (5EE PLAN5) 'Q PER MANUF. III-1 I I I-1 I I- 1 I I=1 1 1= d I=1 I I :. I I I —I 11—I I I —I I I- �--� I I I_I I I I —I I I —I I I —III —I 1I- -I I I= � I —I II I I I —I I I -I= =1 m III I I d I=1 I I —III-- z - III —III ; `' Q O � III I I III —III —III I I—' MONOLITHIC Z a d) 'Q II —III —III —III —II—''' Y-- � GLEAN COMPACTED " III _III= I i FOUNDATION H/ (2) #5 FILL o 45% STANDARD It -oil CONT. ON GHAIR5 � � . DENSITY AND TERMITE I MIN. 0 0 z TREATED Q WHERE 2ND STORY HALL OCCURS DIRECTLY ABOVE THE 8" GMU HALL SHORN, FT6. SHALL BE 1'-4" HIDE w/ (2) #5 BARS sheet: EXTERIOR OUT5NIN6 $ 56D POURED 51LL5 DETAIL SCALE: WSSDm I FASTEN ROOF 5HEATHIN6 TO FA5GIA WITH 2 3/8"xO.113" RING SHANK NAILS ® 6" O.G. 2xb FA5GIA -5EE ARCH 8" GMU BOND BEAM W/ (1) #5 GONT. 8" REINF. GMU WALL- -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 5EE UPLIFT CONNECTOR — 5GHEDULE ON PLAN5 FOR GONNEGTOR 5PEGIFIGATION5 8" GMU BOND BEAM W/ (1) #5 GONT. 8" REINF. GMU WALL - -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 SECTION TRU55 OVERFRAMIN6 PER PLAN 20 SECTION : 9/4"=1'-0" PROVIDE 50LID SHIM BETW'N TRU55 4 GONNEGTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN 1 Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. 5EE UPLIFT CONNECTOR 5GHEDULE ON PLAN5 FOR CONNECTOR 5PEGIFIGATION5 PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EACH TRU55. VERT WALL REINF. TO EXTEND INTO BOND BEAM ROOF TRU55E5 PER PLAN PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EAGH TRU55. VERT WALL REINF. TO EXTEND INTO BOND BEAM 2x6x12 OR CL OF OPENING 2XSXI2 P.T. CENTER BUCK • • 3/e" DIA. ANCHOR 2X4 P.T. TOP BUCK 2X6 OR 2X8 P.T. BUCK EAGH 510E OF OPENING -VERIFY CONN. REQ'MT w/ DOOR MANUFACTURER PROVIDE (5) %" DIA. J-BOLT W/ 5 Y2" EMBEDMENT AT EACH DOOR BRACKET, EACH 51DE OF DOOR. PROVIDE I-'2'x3 W THICK WA5HER W/ EAGH ANCHOR (15T BOLT TO BE 8" MAX ABV. CURB RE5T EQUALLY 5PAGED APPROXIMATELY 24" O.G) START BOLTS AFTER GARA6E CURB (8" MAX) K GARAGE DOOR BUCK DETAIL SCALr: NM PROVIDE 50LID SHIM BETW'N TRU55 4 CONNECTOR IF TRU55 LOGATED LE55 THAN I Y2' FROM CONNECTOR. WHERE TRU55 15 6REATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FA5TEN ROOF 5HEATHING TO FA5GIA WITH 2 %"xO.113" RING SHANK NAILS ® 6" O.G. 5EE UPLIFT GONNEGTOR 5GHEDULE ON PLAN5 FOR CONNECTOR 5PEGIFIGATION5 2x6 FA5GIA -5EE ARCH REINF. MA50NRY LINTEL/ BEAM - - 5EE PLAN FOR 5PEGIFIGATION5. VALLEY 5ET OVERFRAMIN( i. GONNEGT EACH END OF MA50NRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL w/ 24" LEGS SECTION 3 SCALP: s/4'=I'-0' MAIN ROOF 5HEATHING FA5TEN EACH OVERFR TRU55 TO TRU55 BELOI WITH (1) 51MP50N VTGR ® 24" O.G. MAIN ROOF TRU555 TYPICAL OVER�RAM I NG CONNECTION DETAIL SCALE: N.T.S. BOND -BEAM — CONTIN. PREGA5T HEADER 8" GMU PIER ENTIRE GOLUMN TO BE GROUT FILLED GA5T-GRETE GA5T-GRETE WINDOW SILL, LL WINDOW 51LL, OR EQUIV. OR EQUIV. DOUBLE WINDOW UbG/1AI0V RICO MrVrAll SCALE: RM TRIPES WINDOW SIM. PROVIDE SOLID SHIM BETW'N TRU55 $ CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM GONNEGTOR. WHERE TRU55 15 6REATER THAN 1 Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. 2x FASCIA -5EE ARCH FASTEN EXTERIOR 5HEATHIN6 TO 2x4 5LOGKIN6 IN EA. TRU55 BAY w/ 2 Y2"xO.131" NAIL5 ®6 O.G. ROOF TRU55E5 FA5TEN EA. 2x4 BLOGKIN6 IN EA. -SEE PLAN TRU55 BAY TO BOND BM. w/(4) HILTI DNI12P8 PAF'5 FA5TEN EXTERIOR 5HEATHING TO 2x 5LOGKIN6 w/ 2 Y2"xO.131" NAILS 0 3"O.G. — )04 UPLIFT CONNECTOR Pq -PER 5GHEDULE 8" GMU BOND BEAM w/KA KA (1) #5 5AR5 GONT. VERT WALL REINF. 8" REINF. GMU WALL — -5EE PLAN FOR VERT. TO EXTEND INTO BOND BEAM d HORZ. REINF. 5PEG5 RETRO� I T DETA I L SECTION 4 SCALP: s/4"=1'-0' ALL LAPS IN MA50NRY 25" `71j�I►11►fc�'•7� #5 BENT CORNER BAR GROUTED CELL TYP. CORNER PERT. WALL RE I N�ORC I NG DETAIL SCALP: NT5 5EE DETAIL I ON 5TRUGTURAL PLAN5 FOR ADDITIONAL CONNECTION INFO NOT 5HOWN HERE FA5TEN EA. ROOF TRU55 TO GMU w/ 51MP50N M5TMI6 TN15T STRAP. FASTEN 5TRAP TO GMU w/ (4) Y4" DIA. x 2 Y4" LONG TITEN 5GREW5 PROVIDE M015TLRE 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 TAPCON5. FASTEN BLOGKIN6 TO ROOF TRU55E5 w/ (2) 3 Y4"xO.131" NAIL5 ® EA. END. ROOF TRU5 -5EE PLAN (2)3 y "xO.131 " 8" GMU BOND BEAM wi (1) #5 5AR5 GONT. 8 REINF. GMU WALL - -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 i 5HANK 2x4 FLAT BLOGKIN( 0 16" o.c. FASTENED TO BOND BM. w/Y4" DIA. x 5v4" TAPGON (2)3 Y2'x0.131" VERT WALL REINF. TO EXTEND INTO BOND BEAM (Dl-�K TIOS/4'=1'-0" BY WINDOW/DOOR MANUFACTURER NOTES: I. 2X PT BUCK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FAGE OF WINDOW/DOOR, FASTEN BUCK TO MA50NRY W/ (1) ROW OF 3i(6"x4" TAPGON5 6" FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE 1 Y2" MIN. FROM EDGE OF BUCK. 2. 5UGK5 LE55 THAN 2X TO BE FASTENED W/ GUT NAIL5 OR EQUIVALENT. 5TRUGTURAL CONNECTION OF WINDOKVOOR TO 5TRUGTURE BY OTHER5 IN THI5 GA5E. 3. ADDITIONAL 2X WOOD BUGK MATERIAL MAY BE ADDED TO EXISTING 2X BUCKED OPENING, U5E (3) ROW5 OF 3"xO.I31" NAIL5 5TA66ERE9 ® 12" O.G. EA. 5000E551VE BUCK. 4. MIXING OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FA5TENIN6) ARE MET, 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUGK W/ (2) ROW5 OF 2-Y2 "x0.131" NAILS ® I6" O.G. FA5TEN WINDOW/DOOR TO 2X PER WINDOW/DOOR MANUFAGTURER'5 5PEG5. W I NDDW/DOOR BUCK DETAIL SCALP: NTS NOTE5: I. UTILIZE 2-PART EPDXY OR OTHER EN61NEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). 5EE TYP FOUNDATION 2. PROVIDE 3/4" DIA. HOLE FOR DETAILS FOR ADDITIONAL DOWEL, BLOW OR BRUSH GLEAN. INFORMATION NOT SHOWN 3. FOLLOW MANUF. INSTALLATION HERE IN5TRUGTION5. FUTURE 8" GMU BLOCK #5 VERT. BAR TO BE LOCATED PER PLAN DRILL 6" INTO EXIST'( I I g IN GROUTED CELL 5LAB, EPDXY 4 DRIVE #5 DOWEL, PROVIDE MIN. I - 30" LAP 5PLIGE I I O = I I I dJ l I � 1=11511 1=1 11=1 GRADE I I —I 1-1 I I —I 1-III. 0 111 ° (�I-1�1-1�1- ' I 1111111111 I I I I e a. I —III —I I I- ICI—I�I- MISSED DOWEL RETROFIT DETAIL SCAL.S: NTS SIM. • CMIJ STEM FM DROPPED 010M 4xb P.T. POST PROVIDE (1) 51MP50N G520 5TRAP ON EACH EXTERIOR FAGE OF P05T, T' MIN END LENGTH DROPPED BEAMS PER PLAN REAR WOOD LANAI TYP. BEAM TO POST CONN. SCALP: 3/4'=1'-0" LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REQU I RED ALL APPLICABLE AREAS. THESE WHERE 5PEG I F I GALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLAN5. seal: '_' © copyfkrh(d 2'g'6g� Bering, Inc. CD z J- w W z_ N Q CD Z Q .o H U 1 � 4 m UJ tlJ J m � Q �F Z W �o g Co LY m _ N M&K project number: 068-2001 1 project mgr: J S B drawn by: MJT issue date: 01.2 6-2 `I REVISIONS: date: initial: � J a LL I-' `-1 � W w z 0 0 � � O n d a � ~z � W J0 'J sheet: SDM2 PERMANENT ROOF TR65 BRACING NOTES: (51N6LE FAMILY HOME OR TOWNHOUSE GON5TRUGTION, WITH ROOF TRUSSES SPACED NO MORE THAN 24" O.G) I. HOOD TRUSSES SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENT SAFETY INFORMATION %51) "GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLING, RE5TRAININ6 4 BRACING OF METAL PLATE CONNECTED WOOD TRU55E5," (2008 EDITION). 2. TOP CHORD BRACING: TOP CHORDS SHALL BE BRACED BY DIRECT -APPLIED PLYWOOD/05B 5HEATHIN6. • IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRUSS OR TO PURLIN5 FASTENED TOP CHORD, CONTACT M4K FOR BRAGIN6 DE516N. 3. BOTTOM CHORD BRACING: a. THE BOTTOM CHORDS SHALL BE BRACED BY DIRECT -APPLIED G.W.B. CEILING 4. WEB MEMBER BRACING: THE TRU55 MANUFACTURER SHALL INDICATE THE TRUSS MEMBER5 (WEBS, VERTICALS) THAT REQUIRE LATERAL 13RAGING/RE5TRAINT. a. T OR 'L' BRACE: WHERE BRAGING 15 REQUIRED A5 INDICATED ON SHOP DRAWING, UTILIZE 'T' OR 'L' BRACES (REFERENCE BG51-133 F16URE5 B3-18 4 133-IQ). SHOP APPLIED REINFORCEMENT PER BGSI-B3 F16URE5 133-22 4 BG-23 15 ACCEPTABLE. • 'T' 4 'L' REINFORGING MATERIAL SHALL MATCH THE 51ZE OF THE WEB/VERTIGAL MEMBER. • 'L' 4 'T' REINFORGIN6 TO BE A MINIMUM OF 40% OF THE LENGTH OF THE HEB/VERTIGAL MEMBER. • FA5TEN 'L' OR 'T' REINFORCING TO Pf B/VERTIGAL W/ Ibd 6UN NAILS (0.1310 1/2") AT 6" O.G. b. CONTINUOUS LATERAL BRAGIN6 ALTERNATE: WHEN THREE (3) OR MORE 51MILARLY GONFI6URED ROOF TRUSSES AL16N, CONTINUOUS ROWS OF LATERAL BRAGIN6 MAY BE USED IN LIEU OF THE ABOVE -NOTED 'L' OR 'T' BRAGE5. • CONTINUOUS ROWS OF LATERAL BRACING SHALL CONSIST OF MINIMUM 2x4. ROWS SHALL BE LAP SPLICED ONE TRU55 13EYOND IN EACH DIRECTION. SECURE BRACE TO EACH TRU55 COMPRESSION WEB W (2) Ibd GUN NAILS (0.1310 1/2"). • CONTINUOUS LATERAL BRAGIN6 SHALL BE RE5TRAINED BY DIA60NAL BRAGIN6 (MIN. 2" THICK NOMINAL LUMBER 4 MINIMUM 5PF 'STUD' GRADE MATERIAL). TH15 BRACING 15 TO 13E CONTINUOUS. PROVIDE ONE ROW OF DIAGONAL BRACING AT VERTICAL WEB MEMBERS OF TF465B CLOSEST TO EACH 6ABLE END WALL 4 ADDITIONAL DIA67ONAL5 AT 20'-0" A5 REQUIRED. DIAGONAL BRACE NAILED TO OPP051TE PROVIDE (2) Ibd NAILS o 51DE OF WEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIRECT -APPLIED PLYWOOD/0513 ROOF 5HEATHIN67 COMPRESSION HEB (SLOPING OR VERTICAL) seal: r - XTE : F © copyright structural Engineering, Inc. n z Z_ w w N Z ED �— Z wQ N0- J a) CC Ir Z=� v Q �Er� cb TJ ME �~ Qg Z W � O y m` _ W C N M&K project number: CONTINUOUS LATERAL BRACE ALTERNATE o (3) OR MORE ed m r drawn by: ADJACENT SIMILAR TRUSSES (SFFro ................. .... NODIRVLTRU55 SHOP DRAWINGS 2x 5TRONG6ACK MAY BE INSTALLED FOR GON5TRUCTABILITY issue date: TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REQ'D FOR srRUCT U� REVISIONS: date: GONTIN. LATERAL BRACING TO LAP ACROSS MIN. (1) DIREGT-APPLIED TRU55 BAY A5 5HOWN 616113 CEILING SECTION B-B KTOar re WnW MOM W OR HM SHux MWM AM Ma M WEB MEMBER REQUIRIN6 B BRAGIN6 A5 INDICATED BY ►—� I/F TRU55 MANUFACTURER 2x 5TRON65AGK (NOT REQ V FOR STRUCTURE) DIREGT-APPLIED PLYWD/05B DIREGT-APPLIED 616113 GEILIN6 — 2x 5TRONG5ACK5 MAY BE INSTALLED FOR GON5TRUCTABILITY TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD NOT REQ'D FOR 5TRUGTURE) El 'L' OR 'T' BRACING o HEBS DE5IGNATED BY TRU55 MANUF. PERMANENT TRUSS BRAG I N6 DETAILS $ NOTES SLAW: NM DIWT APPLIIV GCILIN6 068-2001 1 JSB MJT 01-2 6-21 �a C J W 0 2 0 z 0 n. initial: 0 J Q 0 J LL U 0 Z x (L W d U) J d U d U) z J LETTERED DETAIL5 ARE TYPIGAL FOR NUMBERED DETAIL5 ARE PLAN TH 15 HOME � 5HALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REGU I RED ALL APPL I GABLE AREAS. THESE WHERE 5PEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. sheet: PBSBpo 1 w I