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HomeMy WebLinkAbout36826 Precita TerABBREVIATIONS 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 CONTRA67" 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 CENTER LINE OPT OPTIONAL CMU CONCRETE MASONRY UNIT OSB ORIENTED STR;�vD 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 GLS GLUE LAM GLASS TR TOWEL ROD 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 LAV. LAVATORY WWM WELD WIRE MESH LT LAUNDRY TUB WDW WINDOW KHovrl��rllOri.M C.Ompan_i'es 90 Matawan Road Matawan, NJ 07747 (732) 383-2200 ELEVATION "B" ZEPHYRHILLti,r% FL 33542 TERMITE TREATMENT TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." RELEASE tA., HISTORY MIK644IF"Ill lf,"11:111 1-tiv- I [*I o 1 ELEVATION "B" 1 ST FLR A/C 968 SQ. FT. 2ND FLR A/C 1353 SQ. FT. TOTAL A/C 2321 SQ. FT. ENTRY 36 SQ. FT. GARAGE 386 SQ. FT. LANAI 120 SQ. FT. TOTAL UR 2863 SQ. FT. BUILDING DATA THESE PLANS HAVE BEEN PREPARED TO MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 6th Edition (2017) RESIDENTIAL w/ APPLICABLE SUPPLEMENTS OCCUPANCY: R3 BUILDING TYPE: VB SPRINKLED: NO DRAWING INDEX CS1 CS2 A1.1 A2.1 A2.2 A3.1 A4.1 A5.1 A5.2 wpi WP2 E1.1 P1.1 P1.2 S-0.0 F-1.0 F-2.0 S-1.2 S-1.3 SD-1 SD-2 SD-3 PBSB-1 COVERSHEET & BUILDING DATA GENERAL NOTES FIRST & SECOND FLOOR PLANS FRONT & REAR ELEVATIONS SIDE ELEVATIONS ROOF PLAN STAIR & RAILING DETAILS BUILDING SECTIONS TYPICAL WALL SECTIONS WATERPROOFING DETAILS WATERPROOFING DETAILS FIRST & SECOND FLOOR ELECTRICAL PLANS SLAB PENETRATION PLAN REVIEW p PLUMBING PLAN PNOF?Ep STRUCTURAL NOTES SLAB PLAN BLOCK PLAN ALI WO"R SHALL COMP �, CODES FLORIDA SIaI L WITH A SECOND FLOOR FRAMING PLANATIONAL ELECTS:C I, �.CDE ROOF FRAMING PLAN AND THE CI"I'Y ¢a;, #E ORDINANCES , RHILLS FOUNDATION DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS JUN 0 8 2020 F G. No S ee* % e, ®F e AL. �`��� ®l��dl@@3ii0� IY W WzO= 3: 0 ,. I- >�Q0 cn 0 d. f_ � --I � cr �101—z �U-00C/) zzzF_z --� Q _j � U) 0 0 p = Z 11 U) < q' C) Pr y a4 N cz �G Q r� V w U ® j/� Vl z M.e.y i w i= I.V� i mom" 0::)rr� vJ u Do �i W w O_ LY. N W En O N A aZQ�QQQ COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6102 RELEASED: 5/14/20 SHEET i cs I ; z r n J L 1J n L n r r 1J L D r L r L D t C L D u C u n u r EGRESS: MINIMUM SIZE. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A , MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. EXCEPTION: 1. ALL GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 SQ FT. MAXIMUM HEIGHT FROM FLOOR: EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE THE BOTTOM OF THE CLEAR OPENING NOT GREATER THAN 44 INCHES MEASURED FROM THE FLOOR. 2. OPERATIONAL CONSTRAINTS: EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS. BARS, GRILLES, GRATES OR SIMILAR DEVICES ARE PERMITTED TO BE PLACED OVER EMERGENCY ESCAPE AND RESCUE OPENINGS PROVIDED THE MINIMUM NET CLEAR OPENING SIZE COMPLIES WITH SECTION 1030.4 AND SUCH DEVICES SHALL BE RELEASABLE OR REMOVABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, TOOL OR FORCE GREATER THAN THAT WHICH IS REQUIRED FOR NORMAL OPERATION OF THE ESCAPE AND RESCUE OPENING. 3. FALL PROTECTION: WHERE THE OPENING OF THE SILL PORTION OF AN OPERABLE WINDOW IS LOCATED MORE THAN 72 INCHES (1829 MM) ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE AT A HEIGHT NOT LESS THAN 24 INCHES (610 MM) ABOVE THE FINISHED FLOOR SURFACE OF THE ROOM IN WHICH THE WINDOW IS LOCATED. GLAZING BETWEEN THE FLOOR AND A HEIGHT OF 24 INCHES (610 MM) SHALL BE FIXED OR HAVE OPENINGS THROUGH WHICH A 4-INCH (102 MM) DIAMETER SPHERE CANNOT PASS. EXCEPTION: OPENINGS THAT ARE PROVIDED WITH WINDOW GUARDS THAT COMPLY WITH ASTM F 2006 OR F 2090. HAZARDOUS LOCATIONS: 1. GLAZING IN DOORS: GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIDING, AND BIFOLD DOORS SHALL BE CONSIDERED A HAZARDOUS LOCATION. EXCEPTIONS: 1. DECORATIVE GLAZING 2. WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 3. GLAZING IN WALLS ON THE LATCH SIDE OF AND PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION. 4. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR LESS IN DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY WITH SECTION R308.4.3. 5. GLAZING THAT IS ADJACENT TO THE FIXED PANEL OF PATIO DOORS. ' 2. GLAZING IN WINDOWS: GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 1. EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET. 2. BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR. 3. TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR. 4. ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 3. GLAZING AND WET SURFACES: GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY WALKING SURFACE SHALL BE CONSIDERED A HAZARDOUS LOCATION. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. EXCEPTION: GLAZING THAT IS MORE THAN 60" (1,524 mm), MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL, OR SWIMMING POOL OR FROM THE EDGE OF A SHOWER, SAUNA, OR STEAM ROOM. 4. GLAZING ADJACENT TO THE BOTTOM OF A STAIR LANDING: GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS THAN 36" ABOVE THE LANDING AND WITHIN 60" HORIZONTALLY OF THE BOTTOM TREAD SHALL BE CONSIDERED A HAZARDOUS LOCATION. R309.1 FLOOR SURFACE: GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL. THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. R302.9 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR WALL AND CEILING FINISHES FLAME SPREAD AND SMOKE DEVELOPED INDEXES FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4. R302.10 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR INSULATION FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTIONS R302.10.1 THROUGH R302.10.5. ITP GENERAL CONSTRUCTION NOTES: TREADS AND RISERS: THE MAXIMUM RISER HEIGHT SHALL BE 7.75" AND THE MINIMUM TREAD DEPTH SHALL BE 10". THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF THE ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREADS LEADING EDGE. THE MINIMUM WINDER TREAD DEPTH AT THE WALK LINE SHALL BE 10", AND THE MINIMUM WINDER TREAD DEPTH SHALL BE 6". NOSING SHALL NOT BE LESS THAN 3/4" BUT NOT MORE THAN 1 1/4". A NOSING SHALL NOT BE REQUIRED WHERE THE TREAD DEPTH IS 11". HANDRAILS: HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHTS OF 4 OR MORE RISERS. HANDRAIL HEIGHT: HANDRAIL HEIGHT, MEASURED ABOVE STAIR TREAD NOSINGS, OR FINISH SURFACE OF RAMP SLOPE SHALL BE UNIFORM, NOT LESS THAN 34" AND NOT MORE THAN 38". HANDRAIL GRASPABILITY: HANDRAILS WITH A CIRCULAR CROSS-SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 1.25" AND NOT GREATER THAN 2" OR SHALL PROVIDE EQUIVALENT GRASPABILITY. IF THE HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4" AND NOT GREATER THAN 6.25" WITH A MAXIMUM CROSS-SECTION DIMENSION OF 2.25". EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01". HANDRAIL CONTINUITY: HANDRAIL -GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUT INTERRUPTION BY NEWEL POSTS OR OTHER OBSTRUCTIONS. EXCEPTIONS: LHANDRAILS WITHIN DWELLING UNITS ARE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT A STAIR OR RAMP LANDING. 2. WITHIN A DWELLING UNIT, THE USE OF A VOLUTE, TURNOUT OR STARTING EASING IS ALLOWED ON THE LOWEST TREAD. 3. HANDRAIL BRACKETS OR BALUSTERS ATTACHED TO THE BOTTOM SURFACE OF THE HANDRAIL SHALL NOT BE CONSIDERED OBSTRUCTIONS TO GRASPABILITY, PROVIDED THAT THE FOLLOWING CONDITIONS ARE MET: 3.1. THEY DO NOT PROJECT HORIZ BEYOND THE SIDES OF THE HANDRAIL WITHIN 1'/z" OF THE BOTTOM OF THE HANDRAIL AND PROVIDED THAT, FOR EACH 1/2" OF ADDITIONAL HANDRAIL PERIMETER DIMENSION ABOVE 4", THE VERTICAL CLEARANCE DIMENSION OF V/2" CAN BE REDUCED BY 1/8". 3.2. THEY HAVE EDGES WITH A RADIUS OF NOT LESS THAN .01". 3.3. THEY OBSTRUCT NOT IN EXCESS OF 20 PERCENT OF THE HANDRAIL LENGTH. HANDRAIL CLEARANCE: CLEAR SPACE BETWEEN A HANDRAIL AND A WALL OR OTHER SURFACE SHALL BE A MINIMUM OF 1.5". A HANDRAIL AND A WALL OR OTHER SURFACE ADJACENT TO THE HANDRAIL SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. GUARDS: SHALL BE LOCATED ALONG OPEN -SIDED WALKING SURFACES, PLATFORMS, STAIRWAYS, RAMPS AND LANDINGS THAT ARE LOCATED MORE THAN 30" MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36" HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD. OPENING LIMITATIONS: REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT WHICH ALLOW THE PASSAGE OF A 4" SPHERE. SCREEN PORCHES: PORCHES AND DECKS WHICH ARE ENCLOSED WITH INSECT SCREENING SHALL BE PROVIDED WITH GUARDS WHERE THE WALKING SURFACE IS LOCATED MORE THAN 30" ABOVE THE FLOOR OR GRADE BELOW. FIRE PROTECTION: FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL VERTICAL AND HORIZONTAL CONCEALED DRAFT OPENINGS. ASPHALT SHINGLES (IF APPLICABLE) : 1. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.2.6 AND R905.2.6.1. R506.2.3 VAPOR RETARDER: A 6-MIL 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 COURSE OR THE PREPARED SUBGRADE WHERE NO BASE COURSE EXISTS. EXCEPTIONS 1. GARAGES, UTILITY BUILDINGS AND OTHER UNHEATED ACCESSORY STRUCTURES. 2. FOR UNHEATED STORAGE ROOMS HAVING AN AREA OF LESS THAN 70 SQUARE FEET (6.5 M2) AND CARPORTS. 3. DRIVEWAYS, WALKS, PATIOS AND OTHER FLATWORK NOT LIKELY TO BE ENCLOSED AND HEATED AT A LATER DATE. 4. WHERE APPROVED BY THE BUILDING OFFICIAL, BASED ON LOCAL SITE CONDITIONS. DRAFTSTOPPING: IN COMBUSTABLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSOPPING SHALL DIVIDE THE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR/CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: 1. CEILING IS SUSPENDED. 2. FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYP OPEN -WEB PERFORATED MEMBERS. 1. MATERIALS: DRAFTSTOPPING MATERIALS SHALL NOT BE LESS THAN 1/2" GYPSUM BOARD, 3/8" WOOD STRUCTURAL PANELS OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. DRAFTSTOPPING SHALL BE INSTALLED PARALLELL TO THE FLOOR FRAMING MEMBERS UNLESS OTHERWISE APPROVED BY THE BUILDING OFFICIAL. SEPARATION FROM GARAGE: PER SECTION R302.5, R302.6, OPENING PROTECTION 1. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID OR HONYCOMB CORE STEEL AND NOT LESS THAN 1 3/8", 20 MINUTE RATED, WITH SELF CLOSER. 2. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS TITAN 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" TYPE "X" GYPSUM BOARD OR EQUIVALENT. CEILING CONSTRUCTION: 1. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 INCH (12.7 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 INCH (12.7 mm) GYPSUM BOARD OR EQUIVALENT. EXTERIOR FINISHES: 1. CEMENT PLASTER FINISH OVER MASONRY SHALL BE 5/8" THICK TEXTURED PER COMMUNITY STANDARDS. 2. CEMENT PLASTER FINISH OVER WOOD SUBSTRATE SHALL BE 7/8" THICK (3) COAT STUCCO OVER (2) LAYERS OF WATER RESISTANT BARRIERS IN ACCORDANCE WITH FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL, R703 AND ASTM C926. TEXTURE PER COMMUNITY FLASHING: 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 3. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: • THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURERS INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURERS INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS 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 WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. • IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. • IN ACCORDANCE WITH FMA/AAMA 100, FMAIAAMA 200. FMA/WDMA 250, OR FMAIAAMAIWDMA 300 WINDOW INSTALLATION: 1. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. FLOOD ZONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. CHIMNEY HEIGHT REQUIREMENTS: 1. WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED THE CHIMNEY MUST EXTEND Y-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE T-0" HIGHER THAN THE ROOF OR RIDGE THAT IS 10'-0" AWAY OR CLOSER. TUB AND SHOWER AREAS: 1. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, C1325, OR C1178 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. MECHANICAL AND HVAC: 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER 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 SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE 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. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (76 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. EXHAUST FANS AND VENTING: 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3. DUCT LENGTH: THE MAXIMUM LENGTH OF A CLOTHES: DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET. THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (762 mm) FOR EACH 45 DEGREE (0.79 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM IS. EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM THIS OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. FOUNDATION INSPECTION NOTES: A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. FRAMING INSPECTION NOTES: ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH INS MUST BE COMPLETE, INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION (FBC 110.6) JUN 0 8 2020 �0\ 111111 /j/G. ��� VNo,"arF -�® W W Luz0= o >. F- >o ¢o LLI C, l- cnUWw Q Z) W J In W W !r Ir lY 06ZOO W Z Lu -� Q _3cno00 Z) Z LL cn �F--QZO g rt- Qo O H 0 r� V o (n m W kq lono ® Z 0 w w ME=" w Z w r(L v) me, 0 w .w Z O r lx U) W 0 c Z O uj u, 4 Z aaaaa i i i i COMMUNITY: LINKS AT CALUSA SPRINGS ! PLAN # 6102 RELEASED: S/14/20 SHEET i CS2 z _u :n z D z A 2 D z z z Q r D T D i z Q z n J D 0 D r i r L n ti 2 CV O N U C u C r \ A5.1 \ ROOF BELOW J I � / I \ 35'-0"/ 1 ol 31-611 91-411 ( I 1221-211 *3050 SH (36"X60" EGRESS) 41-1011 *3050 SH (36"X6011 EGRESS) 91-011 Q� SECOND FLOOR PLAN SCALE: 1 /4"=1'-0" *3050 SH (36"X6011 EGRESS) 151-711 , ROOF BELOW J 351-011 ma�M� __j 51-711 0 Lo co CV O N 0 2 A5.1 d Il FIRST FLOOR PLAN SCALE: 1/4"=1'-0" m � o JUN 1 6 2020 -' //illls;� LEGEND SYMBOLS A BUILDING/WALL SECTION SIIT MARKER OINTERIOR ELEVATION MARKER EMERGENCY ESCAPE & RESCUE dP ELEVATION STEP BRKX FLOORING BREAK WALL TYPES 2x WOOD/STEEL FRAMED PARTITION INTERIOR PARTITION w/ INSULATION CMU WALL CMU WALL w/ FURRING & INSULATION NOTE: INTERIOR WALLS ARE DRAWN TO ROUGH DIMENSIONS STAIR DIAGRAM STAIR CALLS. FLOOR TO FLOOR HEIGHT 10'-2 3/4" CONVERTED TO INCHES 122 3/4" Q TOTAL NUMBER OF RISERS 16 TYP. RISER HEIGHT 7 11/16" TREAD DEPTH 1011 NOSING I SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL SOLID SURFACE BRACKETSPACED ((cc�� 16" O.C. FOR COUNTERTOP iSVERHANGS GREATER THAN 10" 7.- P PLATE 7"M STUD WALL PLANS FORLL LAYOUT _ 1/2" GYP. [BASE CABINET AS BD. PER SHOP DWG N WD.BASE MOLDING FINISH FLOOR FINISH FLOOR I rSUBFLOOR TYPICAL DOOR PLACEMENT DIAGRAMS R.n- R.n_ ODOORS LOCATED WITHIN A LENGTH OF WALL ARE TO BE CENTERED UNLESS DIMENSIONED OR NOTED OTHERWISE. DOORS LOCATED ADJACENT TO WALL OINTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO D JAMB UNLESS DIMENSIONED OR NOTE] OTHERWISE. Ir W �z0= F— O > oC Q 0 wC)F— Ir U) U w w Q Z) [__ _ > J Y 0 F— z u-00U) zzz~z_ iCC < Q LL,EL _j =zOCn �F—QZ� O N O � Q F_ O O O 0 (� V OO J wj Iq cr) cl O Z U) 0Z u O z w cu Oct U) A MJ MGM w x w O_ r U) w I WINDOW TRIM DETAIL SCALE: 3/4"=1'-0" WINDOWSILL DETAIL SCALE: 3/4"=1'-0" 1'-10" SCORED RAISED BAND FOAM PANEL DETAIL SCALE: 3/4"=1'-0" 12 5 35 SH [6068 SGD REAR ELEVATION SCALE: 1/4"=1'-0" ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 4" WIDE STUCCO BAND (+1) 6" FASCIA 4" WIDE STUCCO BAND (+1) 18" DECORATIVE FOAM SHUTTERS 4" WIDE STUCCO BAND (+1) 12 5 C EI E7 El IJI E7!' 4" WIDE STUCCO 16070 GARAGE DOOR FRONT ELEVATION SCALE: 1/4"=1'-0" c n 00 j j � -�- �' 3068 ROOF SHINGLES PER COMMUNITY SPECS (TYP.) FIN, FLR. BLDG. HEIGHT /— 22"x38" DECORATIVE FOAM PANEL DETAIL �- ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 4" WIDE STUCCO BAND (+1) 6" FASCIA _ _ T.O. WALL T.O. WINDOW 1, 18" DECORATIVE FOAM SHUTTERS �- 4" WIDE STUCCO BAND (+1) - 6:12 ROOF SHINGLES PER N o COMMUNITY SPECS (TYP.) A' 00 --4 4" WIDE STUCCO BAND (+1) T.O_2ND FLU _ _ T.O. MASONRY r T 00 T.O. WINDOW h 4" WIDE STUCCO BAND (+1)) 12x12 COLUMN - n 4 FIN.FLR.--,-, TI 1Lo N PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH = _..:�:.;; .;•r..;::.: 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) - • 4 �d 7 c. , SHUTTER DETAIL SCALE: 3/4"=1'-0" FOAM/POLY NECK TRIM 1 " 12" CMU COLUMN, SAND FINISHED STUCCO SQUARE COLUMN DETAIL SCALE: 3/4"=1'-0" W ujuj z0= � 0 >- >o a0 W :D 0 I- U U W ui � Q 0-~ 1 1 Y01-Z u- 0 0 U) Z Z Z F- Ui Z_ J Q J W D_ = Ir D_ = Z WO U) �I-<Z- Q o O � Q Q O O U) O z 0 0 w o w 0 I w c?j U) A z o w � w _O tn Ld tn O8 T [a �cj Z aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6102 RELEASED: 5/14/20 SHEET A291 LEFT ELEVATION SCALE: 1/4"=1'-0" 12 5 RIGHT ELEVATION SCALE: 1/4"=1'-0" 12 12 ROOF SHINGLES PER COMMUNITY SPECS (TYP.) SHINGLES PER JNITY SPECS FIN. FLR. PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH�r 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) JUN 0 8 2020 N\ G. N9 S e * ® c as c W �- = IY ZZo°� >ccao (nUW W _ Q _W ~ J > iIt zOOW W J Q.2 J m = cr a U p O U = Z LL U) �I-Qzp g cz—co � a r` C z� Q o O � Q Q A® V 0 4 l� V Z 0 1--( w _ w w !�5 w a �IL v p U) r.� w w O_ r w W W 13 c Z O E.. v; G � Z aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6102 RELEASED: 5/ 14/20 SHEET A2*2 4 e ROOF PLAN SCALE: 1 /4"=1'-0" •- '- co io r. LOWER ROOF ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 120 SQ. FT. I IS SQ. 1N. LINEAR FT. SOFFIT REQ'D AT 6.57 SQ. IN. / LF. 1 18 LF. R806.2:THE MINIMUM NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE VENTED SPACE. UPPER ROOF ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 1353 SQ. FT. 649 SQ. IN. UPPER VENT 40% NET VENT MIN. 260 SQ. IN. UPPER VENT 50% NET VENT MAX. 325 SQ. IN. UPPER VENTS REQUIRED 48" TAMCO OFF -RIDGE VENT (138 SI NET FREE) 2 VENTS NET FREE AREA UPPER ROOF VENTING 276 SQ. IN.. NET FREE AREA SOFFIT VENTING 373 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SQ. IN. / LF. 57 LF. NOTE: LOCATE RIDGE VENTS 2'-0" OFF ALL HIPS RIDGES OR VALLEYS, MIN., TYP. R806.2:THE MINIMUM NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED NOT . LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. UNDERLAYMENT APPLICATIONS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905, TABLE R905.1.1 FOR ASPHALT SHINGLES REFERENCE TO SECTION R905.2 FOR TILE ROOFING REFERENCE TO SECTION R905.3 .JUN 0 8 2920 SG No 8 m a off" �rn F /A/1/111giiO c W Lu Luz0= ZZ O Lu >EQO W::)❑F- CC cUww n Q=LLI~ _ i J Z) x cc cr_ YOI-Z "tsLL00c� LIJ Z Z z ~ Z J Q J LLI _ Cr U) p O U Z = z LL C/) �F-Qz❑ co tr (� n O � Z Q 4 U O ..i a) Z ZL' (L 0 LL. , 0 11 w 0.d25 rr(L v) p< cl w w O r U) W En O� En az aQQaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6102 RELEASED; 5/14/20 SHEET A3 . I z z D J z L T D O r z z Q r D r D L z t z_ J D D r L L Y L n gr INSULATION PER ENERGY CALCS. / C � HALL MECH STAIR SECTION SCALE: 1 /2"=1'-0" 1 X KICK PLATE 9 2X4 RE-INFORCING \ \ 7vo @ EA. 2X12 STRINGER \ i X8 C (RIPP CAS11 BY SF GYP. 2X4 KNEEWE BASE BOA PER SPEC SKIRT BOARD / CURB DETAIL SCALE: 1 "= 1'-O" Fam SKIRTBOAI PER SPEC. IZK1r-MA/A I I I1CTA II SCALE: 1 "= 1'-0" AT FOOT OF STAIR JUN 0 8 209-0 No S + OF W Z 0++ e e s Ir W >- Z T- Lu �0i 0� } > x < 0 W C) c�UWw a�Wl- 2 F J (r0�IY Y 0 F- z ILL 00C/i z zzzF- °CJa�_j w0— tea �CQ 0U p=zLL(D �I-¢zo pp co ^n O � j Q 2 V U. O o MEMO � O cid w � w (L 05 U) w w _O U W cn Z O E. Q w Z Kill< COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6102 RELEASED: S/14/20 SHEET A4o I I A5.1 12 ' 12 5 I 5 PRE-ENG. ROOF TRUSSES (SEE FRAMING SHEET FOR DETAILS) i— INSULATION PER ENERGY CALCS. / HALL PTRY 42" LOW WALL r=1� N 00 CL SCALE: 1 /4"=1'-0" BUILDING SECTION SCALE: 1 /4"=1'-0" MECH 2 A5.1 i I ID LOFT GREAT ROOM ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) _ T.O.-WALL T.O. WDW \ \ EXTERIOR WALL \ BATT. INSULATION _ \ SEE ENERGY CALCS = Q CV a0 �ICV F— � / N T.O. 2ND.FL ----------- `o a>O T.O.M. ----------- QO .- T.O. WDW ao � c 00 t\ JUN 0 8 202D � s . a s NO , A OFONAL m W } _ [r �00� >oc<0 LU C) — Lu U) U : W cr-LLJ ~Q J LLI W It �Zzw F J Q J W tL = Cr Q_ U) 0 00 _U) �I-QZ� CZ '~ 8 N 0 � Z H 0 o 0 u 4* w 1—" U) 0 w Z rL 0 U! J M� w x w O I= LL U) W cn Oul d � o wZ aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6102 RELEASED: 8/ 1 4/20 SHEET A.v . I . INSULATION PER — COMMUNITY SPEC. SEE ENERGY CALCS. 1/2" (MIN.) CLG. BD. WINDOW PER PLAN PROVIDE BATT INSUL. — PER ENERGY CALCS. PRE-ENGINEERED FLOOR TRUSSES w/ 3/4" SUBFLOOR SCREWED AND GLUED - REFER TO STRUCTURAL DRAWINGS FOR SIZE AND ORIENTATION 1/2" (MIN.) CLG. BD. DRAFTSTOPPING AS PER R302.12 WHEN CONCEALED SPACE EXCEEDS 1,000SF ix6 PT DRAPE BLKG ABOVE WINDOWS WINDOW PER PLAN SOLID SURFACE CAULKED @ WINDOW 1/2" GYP. BD. OVER RADIANT BARRIER INSULATION (R-4.1) ATTACHED TO 1x2 PT. FURRING @ 24" O.C. BASE BOARD ROOF SHINGLES OVER 15# ROOFING FELT OR CONCRETE TILE W/ SELF ADHERED MEMBRANE UNDERLAYMENT 60 MIL. OR EQUAL PRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. OILTOPOFWALL 'A(REFER TO ELEV.) SEE 2x6 ALUM WRAPPED FASCIA ELEV. BD. w/ALUM DRIP EDGE. SOFFIT PER SPECS HEADER PER STRUCTURALS —EXTERIOR FRAMED WALL THICKNESS PER PLAN 7/8 STUCCO OVER LATH W/ 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) WALL SHEATHING PER STRUCTURAL PLANS h TOP OF FLOOR (REFER TO ELEV.) MID -WALL WEEP SCREED/EXPANSION JOINT h TOP OF CMU (REFER TO ELEV.) mk TOP OF WINDOW (REFER TO ELEV.) SEE STRUCTURAL DRAWINGS PRECAST WIN. SILL 8" CMU BLOCK w/ CEMENTITIOUS FINISH SLOPE GRADE AWAY FROM HOUSE 0'-01, FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. 2-STORY WALL SECTION ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS GYPSUM — PROVIDE 2X4 GYPSUM BOARD FRAMED BOARD z ENCLOSURE FOR 3 1/2" a 1„ GYPSUM ELECTRICAL w z BOARD PANEL, FINISH W/ GARAGE n- 2" GYPSUM BOARD NICHE FOR ELECTRIC METER ;%` ELECTRICA LOCATION - SEE % PANEL & PLANS. VERIFY %' WIRING INSTALLATION IN N FIELD �; ELECTRICAL STUCCO A. PANEL ELECTRICP PANEL FINISH EXTERIOR EXTERIOR- CMU BLOCK CMU BLOCI WALL WALL NOTE: ELECTRICAL PANEL IS TO BE CONCRETE CONCRETE INSTALLED ACCORDING CURB REFER CURB REF TO ALL APPLICABLE TO PLANS LOCAL, STATE AND TO PLANS NATIONAL CODES. VERIFY PANEL CONCRETE DIMENSIONS PRIOR TO Y }Js SLAB ON �tTCONSTRUCTION. GRAD��x E GRADE AT GARAGE SEE SOFFIT AT RAKE (BEYOND) REFER TO PLANS - FINISH PER PLAN :- -=--: 7/8 STUCCO OVER LATH W/ 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) BENT METAL FLASHING REFER TO "L" FLASHING DETAIL 2X LEDGER BOARD TOP OF C.M.U. (REFER TO ELEV.) INSULATION AS 2X ALUM WRAPPED FASCIA PER SPECS. BD. w/ALUM DRIP EDGE 1/2" (MIN.) CLG. BD. SOFFIT AS PER SPECS. PRE-ENGINEERED HURRICANE STRAP EACH END OF GABLE END ROOF TRUSS - REFER TO STRUCTURAL TRUSS - REFER TO STRUCTURALS MASONRY LINTEL, SEE STRUCTURALS TYP. PENT ROOF DETAIL SCALE: 1/2" = 1'-O" 1-STORY - MASONRY WALL ROOF SHINGLES OVER 15# ROOFING FELT OR CONCRETE TILE W/ SELF ADHERED MEMBRANE UNDERLAYMENT 60 MIL. OR EQUAL 12 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. Z TOP OF C.M.U. I (REFER TO ELEV) SEE 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) GARAGE SLAB, ___\ SEE STRUCTURAL PLANS ROOF SHINGLES OVER 15# ROOFING FELT OR CONCRETE TILE W/ SELF ADHERED MEMBRANE UNDERLAYMENT 12 60 MIL. OR EQUAL SEE ROOF PRE-ENGINEERED ROOF PLAN \ TRUSSES AT TYP. 24" O.C. ' BOTTOM CHORD VARIES. REFER \ ,n TO TRUSS MFGR. DRAWINGS. \ HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. OL TOP OF C.M.U. (REFER TO ELEV.) 1/2" EXTERIOR SOFFIT SEE 2x6 ALUM WRAPPED FASCIA BD. W/ KNOCKDOWN ELEV. BD. w/ALUM DRIP EDGE. PLASTER FINISH SOFFIT PER SPECS SEE STRUCTURAL PLANS 8" CMU BLOCK W/ CEMENTITIOUS FINISH EXPANSION JOINT SLOPE GRADE AWAY DRIVEWAY PER COMMUNITY FROM HOUSE 4" SPECS O, 0'-0" 0'-01, SLOPE FIN. FL. i SLOPE FIN. FL. ®° Im WALL SECTION SCALE: 1/2" = 1'-O" ER ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS T.O. M I I I I I I I I I I I I I I I I I L ----- J z Q tL � w EIE: i I I I I I I I I I I I I I I I I:1E I i I I I i I I I I I - N ih 00 i\l — N io L L ----- ----- < % FLOOR ELECTRICAL PANEL NICHE AT CMU BLOCK WALL SCALE: 1/2" = 1'-O" —FOUNDATION I I PER STRUCTURAL DRAWINGS FOUNDATION PER STRUCTURAL DRAWINGS GARAGE DOOR TYP. CMU COLUMN @) LANAI/PORCH SCALE: 1/2" = 1'-O" NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION JUN 0 8 2020 tY w �0>i­— >cr<0 cnUww tY cr_ cr Y 0 !— Z 06u-00C/) Z z z F- Z_ w J Q J w0-=I2cr _3cnp00 =ZLLcf) < g N Q r� V I...l Vl �s I�1 ® wa J �I...r x U U m W.." W MMM14 w rra cl I I i I I Z O_ I I I I i I I U I w C3 I I I I U O I I I N p w� f aEaaa i c f c F c c is i c L c COMMUNITY: LINKS AT CALUSA SPRINGS E PLAN # 6102 L RELEASED: 5/14/20 i SHEET A502 :1 z A :n z O J z A BARRICADE PLUS WRB (OR APPROVED EQUAL) TYPICAL AT ALL WOOD TO MASONRY TRANSITIONS 2X FRAMING FLOOR -SHEATHING PER SPEC. RIM BOARD REFER TO -STRUCT DWGS.� 60 MIN. GRADE D �- PAPER BACKED LATH I I :� WALL SHEATHING j j Z .. i .. 7/8" 3-COAT I STUCCO Lo _ SHEATHING FLUSH WITH I *- BLOCK WALL j MID -WALL WEEP ;REED/EXPANSION I I JOINT I I 6" SELF ADHERED FLASHING I I 5/8" I I CEMENTITIOU COATING BUILDING FELT - ON TOP OF CONC. BLOCK UNDER FLOOR MAINTAIN 1/8" GAP MEMBERS BETWEEN SHEATHING CONCRETE AND TOP OF BLOCK BLOCK WALL EXPANSION JOINT (EJ) AT FRAME & MASONRY SCALE: 1/2" = 1'-O" PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH @ 9" O.C. MAX. (VERT.) NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ 8" LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED @ 7" O.C. MAX. VERTICALLY LATH SHALL NOT BE BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE PER ASTM C1063 7.10.1.4 TYPICAL STUDS TYPE "M" CONTROL JOINT (CJ "L" FLASHING SCALE: N.T.S. 8" THICK, 3 COAT CEMENT PLASTER 60 MIN. GRADE D PAPER BACKED LATH APPROVED METAL LATH FASTENED @ 7" (VERT.) O.C. MAX. AT SUPPORTS BARRICADE PLUS WRB (OR APPROVED EQUAL) WOOD SHEATHING PROVIDE 2X4 BLOCKING FLAT MAX. 6" TO 8" FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL STUD 2X4 BLOCKING NOTE: 1. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO BE NO. 18 - 0.0475" WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION TO WALL STUDS REQUIRED PER PLAN iwwkwjW ■tRulltlt"Sfl ,0 MIN. GRADE D PAPER BACKED ATH OVER BARRICADE PLUS WRB DR APPROVED EQUAL) " THICK, 3 COAT CEMENT PLASTER IETAL LATH AP WRB & TAPE OVER ROOF/WALL 'CREED ,X5 "L" TYPE CONTINUOUS GALV. IETAL FLASHING (NAIL TO ROOF )ECK, NOT WALL SHEATHING) DaE AND WATER SHIELD 5" VERTICAL AND 15" DOWN ROOF ;AP SHINGLE - DO NOT NAIL, ASTALL WITH ROOF CEMENT IOOF CEMENT >HINGLE ROOFING WOOD SHEATHIr'^ BARRICADE PLUS WF (OR APPROVED EQUA LAP SIDING (PER BUILDE MIN. LAP (PER MANUF. SPEC STARTER STRIP (PER MANUF. SPEC MIN. CLEARANCE (PER MANUF. SPEC 5X5 "L" TYPE CONTINUOUS GAL METAL FLASHING (NAIL TO ROOF DEC NOT WALL SHEATHIN, CAP SHINGLE - DO NOT NAIL, INSTAI WITH ROOF CEMEr ROOF CEMEr SHINGLE ROOFIN "L" FLASHING -SIDING SCALE: N.T.S. 8" THICK, 3 COAT CEMENT PLASTER 60 MIN. GRADE D PAPER BACKED LATH BARRICADE PLUS WRB (OR APPROVED EQUAL) WRAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1-1/2" ABOVE SHINGLES ROOF/WALL SCREED 5X5 WALL FLASHING KICK -OUT FLASHING (SEE DTL. BELOW) FELT UNDERLAYMENT SHINGLE ROOFING — FASCIA WRAP DRIP EDGE: OVERLAP 3", EXTEND BELOW SHEATHING, MECH. FASTEN 4" O.C. MAX. KICKOUT DETAIL SCALE: N.T.S z Lo 13.. BARRICADE PLUS WRB (OR APPROVED EQUAL) WOOD SHEATHING WOOD CONSTRUCTION 60 MIN. GRADE D PAPER BACKED LATH METAL LATH 8" MID -WALL WEEP SCREED 6" SELF-ADHESIVE FLASHING 8" THICK, 3 COAT CEMENT PLASTER HORIZONTAL WEEP SCREED SCALE: N.T.S. STEP 1 STEP 2 Q FOLD FOLD @ FOLD INWARD @ PT. A STEP 3 : 0 Q FOLD @ 770 FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C :J FOLD INWARD @ PT. A CREASE @ PT. B STEP 4 0 WATERTIGHT SEAL. FOLD. DO NOT CUT. © © BOTTOM FLANGE JUN 0 8 2020 FOLD INWARD @ PT. A CREASE @ PT. BG. ® CREASE @ PT. C �,�����/®s FOLD PT. C OVER PT. B TILL �` �;-�'v� N PT. C TOUCHES BOTTOM FLANGE No 'e ° ..s gr z r A OF s ' s RION. ��'�Z fo>;iSPID�1i�! Ir W �.=IY O O F- >oCQO LU p F- U) W w QpujI-- Jv J � .. /w D CrI..L ///V��^, W O O O cn W'JQ�z Q_L T_ U) 0 �1zu-U) � P < ' ^+ o r` ON �v Q O FZ H 0 0 ® U) 4 j 14 1.1 rr V O A LLO O O U) Aftj 0 tn W U� zul Od �o � z I aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6102 RELEASED: 5/ 14/20 SHEET WP I led r .. �� r ff"-1 irull WRB INSTALLATION SEAL EDGE OF P.T. WOOL BUCK TO MASONRY EXTERIOR CMU WALL 1) PROTECTO WRAP LWM200 OR SIMILAR ON WINDOW SILL, JAMBS AND HEAD. APPLY AROUND CORNER AND EXTEND 6" ALL AROUND THE EDGES OF THE WALL PRECAST SILL 2) SET P.T. WOOD BUCK OVER CMU WATERPROOFING IN URETHANE SEALANT. FASTEN PER PRODUCT APPROVALS. 3) APPLY LIQUID WATERPROOFING MEMBRANE OVER THE TOP AND EXTERIOR FACE OF BUCK AND SILL 4) INSTALL WINDOW OR DOOR. FASTEN PER PRODUCT APPROVALS AND SEAL WINDOW OR DOOR FRAME TO P.T. WOOD BUCK AND MASONRY CMU OPENING WATERPROOFING SCALE: N.T.S. WOOD OPENING WATERPROOFING SCALE: N.T.S. rr W cl >— 1: wz �00E- LU >cr<0 W C) Q w W =�>a CL � rr Y 0 1— z LL 0 O _ zZz�z W J Q 2i J W _ cr W -icnpOU = z LL c) �I—Qz0 S, Q� N (� Q 33O O � Z � W i*i 0 0 CL X w z 0 r w in w 0 c� zw oa Fn-o mzQ�QQQ COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6102 RELEASED: 5/ 1 4/20 SHEET WP2 SCALE: N.T.S. HOOD RANGE WH DISCONNECT FIELC VERIF) METEF SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4"=1'-0" FIRST FLOOR ELECTRICAL PLAN SCALE: 1 /4"=1'-0" 2" PVC CONDUIT 2-2/0 COPPER 0/0ORCOPPER OR 2-4/0 ALUMINUM 200 AMP 42 METER 1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT #4 COPPER OR ALUM. BREAKER 1 /2" PVC CONCRETE ENCASED GROUNDED ELECTRODE T II ELECTRICAL RISER DIAGRAM NOT TO SCALE ELECTRICAL KEY f& DUPLEX CONVENIENCE OUTLET Ift WEATHERPROOF DUPLEX OUTLET FGROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH 14 FOUR-WAY SWITCH KEYLESS LIGHT FIXTURE + CEILING MOUNTED LED LIGHT FIXTURE 4- WALL MOUNTED INCANDESCENT LIGHT FIXTURE of, VAPOR PROOF LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION 9 CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) ® COMBINATION SMOKE / CO2 DETECTOR so SMOKE DETECTOR F11 TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) 01 ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH Q JUNCTION BOX �� STANDARD ELECTRICAL LINE NOTES: 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AND ARC FAULT CIRCUIT INTERRUPTERS (AFCI) PER 2014 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 N.F.P.A. 70A, FLORIDA RESIDENTIAL CODE 2017, NFPA 2014 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 2014 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. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. 15. 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 PER FBC E3901.9. W } 2 � �001=- >OWCQO W❑I— cnUWW < I__ _ F- > J � IrmLLJ � Y01—Z ,6Li- 00C/) ZZZF- �Jcn¢_ ul Z J Q 2 W 0_=rra- -icnp0U Z = W W H Q Z ❑ V" c r Q o 0 �a Q 0 0 U ® U) 0 ® 0 0 z j 0 0 u u AMkd W E di u U) m W w Lit O I= a c cn Z O H 4 rno wZ aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6102 RELEASED: 5/ 1 4/20 SHEET E• TN N SLAB PENETRATION PLAN SCALE: 1 /4"=1'-0" IY W 5�001— >oWC¢0 wo�-- 0 3: W cn ¢ _ _W H rr tY IY Y01—z ,6 IL 0 0 C/5 zzz�z Q � J � J W _ Ir _3c/)p0U Z)1ZU-cn I-- ¢ ? q) S CZ � C O 7d' a I v � w a W w W W O _ I-- 52 U) w z z 0 w Mn 0 a a a a a w z COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6102 RELEASED: 5/14/20 SHEET P I JUN b 9 )-orn MASONRY LINTEL ASSEMBLIES 5EE SCHEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO GROUT = GROUT BOTTOM REINF. PREGA5T LINTEL w/ PRECAST LINTEL w/ EMBEDDED REINF. EMBEDDED REIN. e. LLa. MB-I MB-2 m� TOP REINF. OR GONT. = GONT. BOND BEAM -- BOND BEAM REINF. _ REIN. A5 REOV GROUT -- GRDIIT . BOTTOM REIN. BOTTOM REINF. " `O � A : PREGAST LINTEL w/ PRECAST LINTEL W EMBEDDED REIN. EMBEDDED REIN. MB-3 MB-4 MASONRY LINTEL DETAILS REINFORGEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT MB-1 8F8-OB/OT ----- ----- MB-2 8F8-IB/OT ----- (1) #5 M13-3 81716-IB/IT (1) #5 (1) #5 M13-4 5RF14-IB ----- ----- APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE, QUALITY PRECAST GO., AND LOTT'5 CONCRETE. NOTES: I. ALL LINTELS N/ SPANS 6REATER THAN 14'-O" SHALL BE PRESTRESSED. 2. SHORE FILLED LINTELS AS REQURIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRESTRESSED LINTELS. 5. ALL REINFORCEMENT SHALL BE GRADE 60, fy=60 ksi 6. ALL LINTELS SPECIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 7. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW SHEET L 1ST INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.2 2ND FLOOR FRAMIN6 PLAN 5-1.3 ROOF FRAMIN6 PLAN 5D-1 FOUNDATION DETAIL5 5D-2 STRUCTURAL DETAILS 5D-3 STRUCTURAL DETAILS PB5B-1 STRUCTURAL DETAILS GENERAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BASED ON 6th EDITION (2011) FLORIDA BUILDIN6 CODE. • FOOTIN6 DE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE SOIL BEARIN6 CAPACITY OF 1,500 PSF. • ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT W/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALLS TO SLAB WITH Y4" DIA. x 23/4" LONG TAPGON5 0 32" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORR0510N-RE515TANGE COMPATIBILITY OF HARDWARE $ FASTENERS IN CONTACT N/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER $ HARDWARE SUPPLIERS TO GOORD, • CONCRETE DESIGN BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRE551VE 5TREN6TH5 IN 28 DAYS, U.N.D.: f'c = 2,500 psi: ....... FOOTIN65 2,500 psi:....... SLABS ON 6RADE (INTERIOR $ EXTERIOR) fy = 60,000 psi ...... RE13AR • ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LESS THAN 5% OR MORE THAN 7% AIR ENTRAINMENT. • ALL FOOTINC75 SHALL BEAR AT LEAST 12" BELOW FINISH GRADE. • FOOTIN65 AND SLABS ON 6RADE SHALL BEAR ON VIRGIN SOIL OR q5% GOMPAGTED FILL. • MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. • GROUT SHALL BE A5TM G416 F'c=3000 P51 N/ MAX 3/8" A66RE6ATE • CONCRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM COMPRESSIVE 5TREN6TH OF Ig00 PSI (F'M = 1500 PSI). ALL MORTAR SHALL BE ASTM G270, TYPE S. GMU DESIGN BASED ON AGI 530/530.1 • REINFORCED GMU GORES (AS INDICATED ON PLAN) SHALL 19 BE REINFORCED N/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL AL16N WITH FOOTIN6 DOWEL BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTING DOWEL. • GROUT SOLID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" GONT. FULL LENGTH OF WALL N/ (1) #5 BAR CONT. (TYP. @ EXT. PERIMETER) • PROVIDE (1) #5 BAR GROUTED 50LID ON EACH SIDE OF ALL MA50NRY OPENINGS AND AT ALL WALL CORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MASONRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-O" O.G. IN EXTERIOR WALL5. (AS SHOWN ON PLANS) • ROU614 OPENIN65 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF SLAB EDGES, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. EXACT LOCATIONS PER BUILDER. • SAW GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH OF THE SLAB (I" FOR A 4" SLAB) • JOINTS SHALL BE LOCATED @ 12'-0" O.G. (RECOMMENDED) OR 15'-0" D.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE A5 CL05E TO 5QUARES A5 POSSIBLE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SPECIFICATIONS (TYP. U.N.O.) DESCRIPTION OF BLD6, ELEMENT 3"xO.131" NAILS 3"xO.120" NAILS JOIST TO 50LE PLATE (3) TOENAILS (3) TOENAILS* SOLE PLATE TO J015T/BLK'6. (3) NAILS @ 4" o.c. (3) NAILS @ 4" o.c. STUD TO 50LE PLATE (2) TOENAILS (3) TOENAILS* TOP OR SOLE PLATE TO STUD 2 NAILS 3 NAILS RIM TO TOP PLATE TOENAILS @ 8" o.c. TOENAILS @ 6" o.c.* 13LK'6. BTWN. JOISTS TO TOP PL. (3) TOENAILS (3) TOENAILS* DOUBLE STUD NAILS @ 24" o.c. NAILS @ 10" o.c. DOUBLE TOP PLATE NAILS @ 24" o.c. NAILS @ 16" o.c. DOUBLE TOP PLATE LAP 5PLCE (q NAILS IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP @ CORNERS 4 INTERSECTING HALLS (2) NAILS (2) NAILS * 2!'2"xO.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"0.120", SAME SPACING OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE * ARE SHOWN) THIS MODEL HAS BEEN DE516NED IN AGGORDANGE WITH THE 6th EDITION (2011) FLORIDA BU I LD I N6 GODE (SEGTI ON 160q) LITERAL DESIGN REQUIREMENTS FOR THE FOLLOWIN6 WIND SPEED $ EXPOSURE ONLY: 140 MPH - EXP. B WIND IMPORTANCE FACTOR = 1.0 INTERNAL PRESSURE COEFFICIENT ENCLOSED, +/- 0.18 ANY WIND 5PEED/EXPOSURE NOT L 15TED HERE REQUIRES FORMAL EVALUATION APPROVAL FROM MULHERN $ KULP STRUCTURAL ENO I VEER I N6. EXTERIOR I$ SHEAR WALL SHEATHING SPEC I F I GAT I ON5 INDICATES LOCATION AND EXTENT OF 5HEARWALL WHICH REG2UIRE5 5HEATHIN6 AND/ OR FA5TENIN6 SPECIFICATIONS BEYOND THAT OF STANDARD CONSTRUCTION SYMBOL SHEAR PANEL SPEC. 15/52" PLYWOOD OR 0513 FASTENED W/ PI 2/'2"x0.131" NAILS @ 6" o.c. ALON6 PANEL EDGES AND 12" o.c. IN THE PANEL FIELD. 15/52" PLYWOOD OR OSB FASTENED W/ P3 2/'2"x0.151" NAILS @ 5" o.c. ALON6 PANEL ED6E5 AND 12" o.c. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED HALLS N/ 15/32" PLYWOOD OR OSB FASTENED N/ 2Y2"xO.131" NAILS @ 6" O.G. AT ALL PANEL E1?6E5 AND @ 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL ED6E5 SHALL OCCUR OVER FRAMIN6 OR 2X BLOCKING SHALL BE PROVIDED TO SUPPORT PANEL EDGE AND FASTENIN6 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMIN6 @ 16"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED T06ETHER N/ 3Y2"x0.131" NAILS @ 16"o.c. USE (8) 3Y2"xO.131" NAILS @ EA. LAP SPLICE. (TYP. U.N.0) 4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARWALL5 AND EXTERIOR HALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENIN65. 5. SEE ARCHITECTURAL DRAWINGS FOR ADD'L WALL CONSTRUCTION REQUIREMENTS. 6. ALL EXTERIOR HALLS ARE CONSIDERED 5HEARWALL5. 1. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMIN6 MEMBERS. 8. A MAXIMUM OF TWO 1'-4" WIDE X 2'-O" TALL OPENINC25 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LON6 A5 THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 ED6E NAILIN6 REQUIRED AND OCCUR 16" MINIMUM FROM THE ENDS OF THE 5HEARWALL. Window $ Door Allowable Wind Fre55ure5 140 MFH Wind Zone Ex o5ure B OPENIN6 SIZE INTERIOR ZONES END ZONES 6 6arage Door +15.5 PSF/-20.1 PSF +18.5 PSF/-20.1 PSF 10' 6arage Door +11.1 P5F/-I1.1 PSF +11.1 P5F/-I1.7 PSF 10 SOFT. +21.2 P5F/-22.1 P5F +21 A P5F/-28.3 P5F 20 SOFT. +20.2 P5F/-22.0 P5F +20.2 P5F/-26.4 PSF 50 SOFT. +I1.0 P5F/-20.8 P5F +I1.0 P5F/-23.q PSF 100 SOFT. +18.0 P5F/-Iq.8 PSF +18.0 P5F/-22.0 PSF 500 SOFT. +15.8 PSF/-17.6 PSF +15.8 PSF/-11.6 PSF End Zone i5 defined a5 the Smaller of 10% of least horiz. dim. or 40% of mean roof height. NOTE: Pre55vre5 charted here are allowable pressures and have been reduced per ASGE 1-10 section 2.4.1 from ultimate pre55ure5. Divide allowable pre55ure5 above by o factor of 0.6 to obtain ultimate pressures. ROOF FRAMIN6 • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS CONNECTORS, • ROOF 5HEATHIN6 SHALL BE 1/Ib" MIN. 050/PLYWOOD 5HEATHIN6 24/6 EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS N/ 2 %NO.113" RING SHANK NAILS (R5R5-01 OR EQUIV.) @ 6" O.G. AT PANEL ED6E5 d @ 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END $ DRA6 TRUSSES N/ RING SHANK NAILS @ 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALONG PANEL WOES AT FIRST 2 TRU55 BAYS FROM 6ABLE END. PROVIDE "H" STYLE CLIPS ALON6 UNSUPPORTED EDGES. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND GONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRUSS ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW N/ 51MP50N VTGR GLIP5 @ 24" O.G. • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRUSS MANUFACTURER, UNLE55 OTHERWISE NOTED. • EREGT AND INSTALL ROOF TRUSSES PER WTGA $ TPI'5 13G51 I GUIDE TO 600D PRACTICE FOR HANDLING, INSTALLIN6 4 BRAGIN6 OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • 5UPPORT PORCH d SHORT SPAN ROOF TRU55ES N/ 2x4 LED6ER FASTENED TO FRAMIN6 N/(2) 3"xO.131" NAILS @ 16" O.G. UPL I PT CONNrEGTOR5 BEARING CONDITION TRU55 GONNEGTOR LENGTH < 15' SIMP50N H2.5T 51N6LE ROOF TRU55 BEARIN6 ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF GIRDER TRUSS BEARIN6 ON ALL SIMPSON HT520 WOOD STUD WALL/WOOD BEAM SINGLE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARIN6 ON GMU WALL ROOF 6.T., FLUSH BEAM OR ALL (2) SIMPSON HETAI6 FLUSH 6.T. BRO. ON GMU WALL ALL BEARIN6 POINTS OF EACH ROOF TRUSS SHALL BE CONNECTED WITH CONNECTOR AS LISTED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DESIGN STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 GON5TRUGTION". M$K HAS ENGINEERED ALL ROOF TRUSS UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENT5 OF A5GE-7-10. ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWING SHALL SUPERSEDE THE TRUSS MANUFAGTURER'S UPLIFT CONNECTOR SPECIFICATIONS AND LOADS SHOWN ON THE SHOP CARDS. LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL • i:: ; : ; ;1 EXTENT OF OVERFRAMIN6 •-- ---' -- °--- -INDICATES 1/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE (5EE NOTES) J L METAL HAN6ER INDICATES P05T ABOVE. PROVIDE SOLID BLOCKING UNDER P05T OR JAMB ABOVE. HOLOOAN / STRAP SGHEI;)ULE SYMBOL SPECIFICATION FASTEN BUILT-UP POSTS 5UPPORTIN6 ROOF 6.T. TO GMU WALL N/ (1) 51MP50N M5TGM40 STRAP N/ (12) Y4" ® 5T-1 DIA x IY4" LON6 TAPGON5 INTO GMU. DE516N ACCOUNTS FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5. (USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.O.) GENERAL STRUCTURAL NOTES • DE516N IS BASED ON bth EDITION (2011) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON 1105, "NATIONAL DE516N SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DE516N LOADS: ROOF LIVE = 20 P5F DEAD = 7 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 STAIRS $ DECKS) = 30 PSF @ SLEEPING AREAS = 50 PSF @ GARAGE = 200 # POINT LOAD @ GUARDS/HANDRAILS = 50 P5F @ 6UARD IN -FILL COMPONENTS DEAD = 10 PSF (20 PSF TOTAL @ TILE) WIND ULTIMATE WIND SPEED � EXPOSURE A5 L15TED RISK CATE60RY II GENERAL FRAMIN6 • EXTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x SPF#2 OR SYP#2 @ 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARIN6 WALL5 SHALL BE 2x SPF OR 5YP 'STUD' 6RADE LUMBER @ 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x 'STUD' 6RADE MEMBERS SPACED @ I b" O.G. (MAX.). • ALL NON-BEARIN6 INTERIOR STUD HALLS SHALL BE CONSTRUCTED WITH 2x 'STUD' GRADE MEMBERS 5PAGED @ 24" O.G. (MAX). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x KIN6 STUD, MINIMUM. - THE NUMBER OF STUDS SPEGIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK 5TUD5 REQUIRED, U.N.O.. • ALL HEADERS, BEAMS $ OTHER STRUCTURAL MEMBERS SHALL BE SPRUCE -PINE -FIR #2 (SPF) OR SOUTHERN PINE #2 (SYP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS $ HEADERS W/ 3-ROW5 OF 3"x0,131" NAILS @ 12" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FACES @ 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 2x8 MEMBERS. • FACE NAIL BUILT UP 2x POSTS W/ 3"x0.131" NAILS @ 16" O.G. STAGGERED. APPLY NAILIN6 FROM BOTH FACES @ 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALL5 N/ 7/16" 05B FASTENED N/ 2 2"x0.131" NAILS @ 6" O.G. @ ED6E5 d 12" O.G. @ CENTER FIELD. PROVIDE HORIZONTAL 2x BLOCKING AT ALL UNSUPPORTED PANEL ED6E5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE SOLID BLOCKING IN FLOOR SYSTEM UNDER ALL POSTS CONTINUOUS TO FOUNDATION/13EARIN6. • EN6INEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L51L - Fb=2325 psi; Fv=310 psi; E=I.55x10^b psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10^b psi • FOR 2 � 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROWS OF 3"xO.131" NAILS @ 8" O/G OR 2 ROW5 Y4"x3Y2" 51MP50N 51)5 5GREW5 (OR 3Y2" TRU55LOK 5GREW5) @ 16" O/G. USE A MINIMUM OF 3 ROWS FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP 3 BOTTOM NAIL5/56REW5 2" FROM ED6E. SOLID 3 Y2" OR 5 Y4" BEAMS ARE ACCEPTABLE. USE 2 ROWS OF NAILS FOR 2x6 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH; FASTEN PLIES TOGETHER WITH 3 ROW5 OFY4"xb" SIMPSON SD5 5GREW5 (OR 6 3/4" TRUSSLOK 5GREW5) @ 16" 0/G. USE A MINIMUM OF 4 ROWS FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FASTENIN6 AT BOTH FAGE5 (ONE 51DE ONLY FOR TRU55LOK 5GREW5), LOCATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. A SOLID 7" BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL STUDS IN CONTACT N/ GMU HALLS SHALL BE PRESERVATIVE TREATED AND FASTENED N/Y4" DIA. X 4" LONG TAPGONS @ 24" O.G. FLOOR FRAMIN6 • I-JOI5T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HANGERS SHALL BE SPECIFIED BY I -JOIST /TRU55 MANUFACTURER, UNLESS OTHERWISE NOTED. • I-JOIST/TRUSS SHOP DW65. SHALL BE SUBMITTED TO ARCH. $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY • FLOOR 5HEATHIN6 SHALL BE 23/32" GONFORMIN6 TO P52-04, 24" O.G., EXPOSURE I, TONGUE AND 6ROOVE EDGES, FASTEN 5HEATHIN6 TO FRAMIN6 MEMBERS W/ GLUE AND 3"xO.131" NAILS @ 6" O.G. AT PANEL EDGES � 12" O.G. AT INTERMEDIATE SUPPORTS. TYPICAL 5TAIR GON5TRUGTION NOTES • (3) 51N6LE PLY 2x12 STRIN6ER5 FASTENED TO HEADER AT TOP OR LANDIN6, WHERE APPLICABLE, AND 2xb P.T. PLATE AT BOTTOM N/ (1) SIMP50N A35 CLIP AT EACH STRINGER. • FASTEN 2x6 P.T. PLATE TO CONCRETE SLAB N/ (3) 3/6" DIA. x 3 Y2" LONG TAPGONS. • FASTEN END 5TRIN6ER5 TO ADJACENT WALLS N/ (2) 3"xO,131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE 3/4" FLOOR DE6KIN6 ON RISERS AND I" FLOOR DEGKIN6 ON TREADS. • SEE STAIR FRAMIN6 5EGTION FOR MORE INFO. seal:��.�q ® e • i No , o � e ® � CW copyrigh StrucMi It i ee .no. Inc. 0 LD z .� w w z o z z rn � w J a A V It Q cm .� W xw m E QCD J~ Z 0 = o0 W 0 Y �. 2 LO W C N oG M fl. W project number: 068-200 1 1 project mgr: drawn by: issue date: NJM KGK 05- 1 9-20 REVISIONS: date: initial: sheet: a C Q J W 0 Q W 2 Ld Q 0 J LL W CD z U) U) J r� V f� 0zZ ,_..1 J SM0.0 jUN 0 a 2020 P', I 35'-0" 1. 10'-0" 12'-0" . 13'-0" , �;'-------��i RATIO SLAB: 12" WIDE GONG. I 3 Y2" GONG. SLAB ON TURNDOWN EXTENDED I I GRADE (2500 PS MIN. 12" BELOW GRADE MIN.) w/ 6x6-W1.4xW1.4 I `� I MESH OR FIBER MESH w ON q5% COMPACTED FILL OR VIR6IN 501L. HVAG 2 UNIT 5D-I I 3 y2" STEP SD-1 5D-I 12 -4 11 6 -2 11 5.6.D. RECESS PER MANUFACTURERS • I INSTRUCTION I � � NOTE: REFER TO BLOCK PLAN FOR ALL DOWEL 1 LOCATION DIMENSIONS. 01 0 or 4 5D-I 6ARA6E SLAB: 02" GONG. SLAB ON 6RADE (2500 P51 MIN.) w/ 6x6-W1.4xW1.4 MESH OR FIBER MESH OVER 6 MIL. POLY ON q5% COMPACTED FILL OR VIR61N SOIL. 3 N W !L : CONCRETE 5LAB: 3 %2" GONG. SLAB ON 6RADE (2500 P51 MIN) w/ 6x6-W1.4xW1.4 MESH OR FIBER MESH OVER 6 MIL POLY ON q5 COMPACTED FILL OR VIR61N SOIL. 6'-3 3/4" 10'-2 1/4" STEP VARI E5 I 000 24"x24"xl2" PLAIN 6 GONG. FT6. w/ TOP OF 5D-I FT6. 12" BELOW TOP OF 5D- HOUSE SLAB (TYP. OF 2) I•.I L J i 35' 5LAE3 PLAN Or I� 8 x16 THICKENED SLAB UNDER 10 BEARIN6 WALL SD- (TYP) SCALE: 1/4"= I'-0" (22x34 SHEET) SCALE: I/5"=1'-0" (IlxI 1 SHEET) 2 SD-1 2 5D-1 I 9 LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ = BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL EXTENT OF OVERFRAMIN6 • INDICATES 1/8"A" 5AW GUT CONTROL JOINT INDICATE5 LOCATION OF REINFORCED GMU GORE (SEE NOTES) JL METAL HAN6ER INDICATE5 P05T ABOVE. PROVIDE 50LID BLOCKING UNDER P05T OR JAMB ABOVE. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES $ SCHEDULES seal: `NV I �G• �Fj?f4 ® ♦ ee No 24, B B B 8 ®e a 49a� O copyr Stru ,g, Inc. amz Z J� w w 04 = Z o0 z z `— w J L Q Z= Q U 4 a C .5 a, C/7 .5 j � m a J a Fp Z c W Y c6 oCM ti mLb W C N = CM O. IV IV M&K project number: 068-2001 1 project mgr: N J M drawn by: KG K issue date: 05- `I 9-20 REVISIONS: date: initial: J W O Z p � a w � Ld sheet: Q 0 J LL, co z x 0- (n U) Z) _J (Y) C 0 Z J J ''I Flo�.O JUN 0 8 2020 35'-0" 3'-2" 4'-01 I 6'-21' I'-2" 4'-6" 4'-10" k/fm I "M I KAM BLOCK FLAN SCALE: 1/4"= I'-O" (22x34 SHEET) SCALE: I/8"=1'-0" (IIxl7 SHEET) LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ = BEARING WALL ABOVE • BEAM / HEADER • e a LOCATION AND EXTENT OF 5HEARWALL • 1: • :::::::1 EXTENT of OVERFRAMIN6 •...e___-_--INDICATE5 1/8"A" 5AW GUT CONTROL JOINT INDICATE5 LOCATION OF REINFORCED GMU GORE W. (5EE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE SOLID BLOCKING UNDER POST OR JAMB ABOVE. MA5ONR'Y LINTEL DETAILS REINFORCEMENT MARK DE516NATION TOP BOTTOM 5HEAR REINFORCEMENT MB-1 8F8-OB/OT ----- ---- MB-2 8F8-I13/0T ----- (I) #5 M13-3 SFI6-IB/IT (1) #5 (1) #5 MB-4 SRF14-IB ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T CO., AND LOTTS CONCRETE. NOTES: I. ALL LINTELS N/ 5PAN5 GREATER THAN 14'-O" SHALL BE PRE5TRE55ED. 2. SHORE FILLED LINTELS A5 REQURIED. 3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT SHALL BE 6RADE 60, fy=60 k51 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTEL5 ARE TO BE LOCATED DIRECTLY ABOVE THE OPENIN6 BELOW MA50NRY LINTEL A55EMBL I E5 5EE 5GHEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO GROUT = GRovi zt - BOTTOM REINF. PREGA5T LINTEL N/ PREGA5T LINTEL w/ EMBEDDED REINF. � � I I EWEDDED REINF. MB-1 MB-2 m� v ......... TOP REINF. OR CONT. z" GONT. BOND BEAM BOND BEAM REINF. REINF. AS REQ'D 6RoUT GROUT - BOTTOM REINF. BOTTOM REINF. °� - PREGA5T LINTEL N/ PREGA5T LINTEL N/ ,� EMBEDDED REINF. EMBEDDED REINF.6 t b' MB-3 MB-4 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 8 SCHEDULES seal: G.i��fi�®�� a . No � o ;i� ' OF sAli O copyrigh r a{lpl, 0M. z_ UJ w w z o Co � i z a w a °' a z .a A � C,) t �Z m� � W ~ C "O 0° E •— D o W p Y � o y m in W o N cc CM CL 7 M&K project number: 068-200 1 1 project mgr: NJ M drawn by: KG K issue date: 05-1 9-2 0 REVISIONS: date: initial d 0 O J J LL W W p z O z � W d � Q � a' d U Y � a w O `y) Y m � oz Ld JJ sheet: � Fw2*0 JUN 0 8 2020 REAR LANAI DROPPED BEAMS: (2)2x12 N/ /2" OSEWLYWOOD BTWN. PLYS (TYP. OF 3) 5T-1 low 5T- 3-1 -r-- — - BEAM �LU I fn 5D-2 HIP 61RDER TRUSS lo� Y >a 51MP50N HUG412 FASTENED BAGK TO GMU BLOCK N/ SIMPSON TITEN 5GREWS >X ' J LU U_ `} i v � FASTEN DROPPED BEAMS TO POSTS PER DTL U/5-1.2 (TYP. OF 2) 1 -\ -txo ruD i w/ DirirrDvN 7- ABA46Z BASE m� (TYP. OF 2) D� o� Q� 16" FLOOR TRU55ES ® 24" o.c. (MAX) ST-I LEGEND • ® INTERIOR BEARING WALL • — — — BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF SHEARHALL 1­7.7.7.7.77 EXTENT OF OVERFRAMIN6 •�a.�.°��INDICATES I/8"xl" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE W (SEE NOTES) J L METAL HANGER INDICATES POST ABOVE. PROVIDE SOLID BLOCKING UNDER P05T OR JAMB ABOVE. HOLDOWN / STRAP SCHEDULE SYMBOL SPEGIFIGATION FASTEN BUILT-UP PO5T5 SUPPORTING ROOF G.T. TO GMU WALL N/ (1) SIMP50N M5TGM40 STRAP N/ (12) Y4" ® 5T-I DIA x V4" LONG TAPGON5 INTO GMU. DE516N AGGOUNT5 FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5. (USE ONE STRAP TOTAL PER BUILT-UP P05T, U.N.O.) OX I O X LL 'm — 'm — 38 4x6 P.T. PROVIDE (I) POST 5D-2 5IMP50N G520 STRAP ON EACH L J L J L J L J€L JL J EXTERIOR SAGE r OF POST, a" MIN FLUSH 61RDER TRU55 END LENGTH (2)I 3 �, „ /4 Ab LVL FLUSH ORBEAMS DROPPED X111 (2)2x6,FLOOR GIRDER TRUSS PER PLAN TYP. STAIR SFRAMIN6 -SEE DETAIL 1/50-3 \ I i i 0 31 f=== �5T- (01 5T-I 37 5D-2 I 5D-2 I SD- 3 3 SD-2) I 2-ND �LDDR FRAM 1 N& PLAN SCALE: 1/4"=1'-O" (22x34 SHEET) SCALE: 1/5'*'-0" (IlxI 1 SHEET) ST—I REAR W000 LAN, TYP. BEAM TO P05T CONN. SGAa- 3/4'=1'-O' ROOF FRAM I N& • SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS CONNECTORS, • ROOF SHEATHING SHALL BE WWI MIN. OSB/PLYWOOD SHEATHIN6 24/6, EXPOSURE I. FASTEN SHEATHING TO ROOF MEMBERS N/ 2 %"x0.113" RING SHANK NAILS (R5R5-01 OR EOUIV) ® 6" O.G. AT PANEL E06E5 6" O.G. IN FIELD, FASTEN 5HEATHIN6 TO 6ABLE END $ DRA6 TRUSSES N/ RING SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALONG PANEL EDGES AT FIRST 2 TRUSS BAYS FROM GABLE END. PROVIDE "H" STYLE GLIPS ALONG UNSUPPORTED EDGES, • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRUSS ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW N/ 51MP50N VTGR GLIPS ® 24" O.G. • ALL METAL HANGERS SHALL BE 5PEGIFIED BY THE TRUSS MANUFAGTURER, UNLE55 OTHERN15E NOTED. • ERECT AND INSTALL ROOF TRUSSES PER NTGA $ TPI'5 BG51 1 GUIDE TO 600D PRACTICE FOR HANDLING, INSTALLING 4 BRAGIN6 OF METAL PLATE CONNECTED HOOD TRUSSES." • ROOF TRUSS SHOP DH65. SHALL BE SUBMITTED TO ARCH $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH $ SHORT SPAN ROOF TRUSSES N/ 2x4 LED6ER FASTENED TO FRAMING N/(2) 3"0.131" NAILS ® 16" O.G. UPL I r-T CONNECTORS BEARING CONDITION TRUSS CONNECTOR LEN6TH < 15' 51HP50N H25T SINGLE ROOF TRUSS BEARING ON > 15' SIMP50N HIOA HOOD STUD NALL/WOOD BEAM ROOF GIRDER TRUSS BEARING ON HOOD STUD WALL/HOOD BEAM ALL SIMPSON HT520 51N6LE ROOF TRUSS OR PORCH ALL SIMPSON HETAI6 BEAM BEARIN6 ON GMU HALL ROOF 63., FLUSH BEAM OR ALL (2) SIMPSON HETA16 FLUSH 6.T. BR6. ON GMU HALL ALL BEARING POINTS OF EACH ROOF TRUSS SHALL BE CONNECTED WITH CONNECTOR AS LISTED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER SECTION 2.2 OF ANSI/TPI-2014 "NATIONAL DESIGN STANDARDS FOR METAL PLATE CONNECTED HOOD TRUSS CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRUSS UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF ASCE-1-10. ALL UPLIFT CONNECTORS AND LOADS PER THIS DRAWING SHALL SUPERSEDE THE TRUSS MANUFACTURER'S UPLIFT GONNEGTOR SPECIFICATIONS AND LOADS SHORN ON THE SHOP CARDS. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 8 SCHEDULES seal: _s • ao a No OF W Copt `s��y�:���`� Wi dgrwinPPfikb7 IR/�� _z J� w w �z o cD M Z Lu 0- _J m Q F— C) �cx c= CC W~ :2 m f/3 j �a �~ :CL.)• a� z -CODo cc cc �ca oC..40 C003 m in Nd O N cc Cr) a IV M&K project number: 068-2001 1 project mgr: NJ M drawn by: KG K issue date: (1 �j..1 g., 2 0 REVISIONS: date: initial: sheet: �a Z J W J Q W 2 Ld r� 0 J U_ z x CL U) U �? U? F- �4 0 z .J J Sm 1 .2 11 C T- --------------------------------------------- I--- I ---11 ROOF FRAM I NO PLAN SCALE: I/4"=1'-0" (22x34 SHEET) SCALE: I/8"=1'-O" (IIxl7 SHEET) LA J L LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARHALL EXTENT OF OVERFRAMIN6 e—,-- ®INDICATES 1/8"A" SAN GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED CHU GORE W. (5EE NOTES) J L METAL HANGER INDICATES P05T ABOVE, PROVIDE SOLID BLOCKING UNDER POST OR JAMB ABOVE. ROOF FRAMING • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS CONNECTORS, • ROOF SHEATHING SHALL BE 7/I6" MIN. 05B/PLYWOOD SHEATHING 24/g, EXP05URE I. FASTEN SHEATHING TO ROOF MEMBERS N/ 2 51e 'W.113" RING SHANK NAIL5 (R5R5-01 OR EGUIV.) @ 6" O.G. AT PANEL E06E5 ® 6" O.G. IN FIELD, FASTEN SHEATHIN6 TO GABLE END $ DRA6 TRU55E5 N/ RING SHANK NAIL5 ® 3" O.G. (U.N.O.). PROVIDE BLOCKING ALON6 PANEL E1)6ES AT FIRST 2 TRUSS BAYS FROM GABLE END. PROVIDE "H" STYLE CLIPS ALON6 UNSUPPORTED EDGES. • ROOF SHEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW N/ 51HP50N VTGR CLIPS 4 24" O.G. • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRUSS MANUFACTURER, UNLE55 OTHERN15E NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER NTGA $ TPI'5 BG51 I "GUIDE TO 600D PRACTICE FOR HANDLING, IN5TALLIN6 8 BRAGIN6 OF METAL PLATE CONNECTED HOOD TRU55E5." • ROOF TRUSS SHOP DN65. SHALL BE SUBMITTED TO ARCH d EN6. FOR REVIEN AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH � SHORT SPAN ROOF TRU55E5 N/ 2x4 LEDGER FASTENED TO FRAMING N/(2) 3"xO.131" NAILS ® 16" O.G. UPL I PT CONNECTORS BEARIN6 CONDITION TRU55 CONNECTOR LENGTH < 15' 51MP50N H25T 51N6LE ROOF TRUSS BEARIN6 ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF GIRDER TRUSS BEARIN6 ON ALL SIMPSON HTS20 WOOD STUD HALL/WOOD BEAM SINGLE ROOF TRUSS OR PORCH ALL 51HP50N HETA16 BEAM BEARIN6 ON GMU NALL ROOF 6.T., FLUSH BEAM OR ALL (2) SIMP50N HETAI6 FLUSH G.T. BRO. ON GMU WALL ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED KITH CONNECTOR AS LISTED ABOVE. IT 15 THE RE5PON51BILITY OF THE ENGINEER OF RECORD TO DESIGN THE UPLIFT CONNECTORS PER SECTION 2.2 OF ANSI/TPI-2014 "NATIONAL DES16N STANDARDS FOR METAL PLATE CONNECTED HOOD TRU55 CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-10. ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRANIN6 SHALL SUPERSEDE THE TRUSS MANUFAGTURER'S UPLIFT CONNECTOR SPECIFICATIONS AND LOADS SHOWN ON THE SHOP CARDS. REFER TO 5-0.0 FOR TYP I GILL 5TRUGTURAL NOTE5 $ 5GHEDULE5 seal: ad(RI eel® � o ® � 13 0St 0 CDz L w w Z c CD rn `— z M w J i m Q Z= A � Q ccU � c m S j �a M E ;. J °' o 2 �� W �C Y ' oW y m Ln W c N = C0 a 7 M&K project number: 068-2001 1 project mgr: N J M drawn by: KG K issue date: 0 5- `I 9-2 0 REVISIONS: date: initial: C d z 0 J LL. a w U� 0 (D Z 0 x z a U) � a o w m Y 0~ Z LLJ J J sheet: SmI.3 FILLED CELLS (SEE PLAN) GONG, OR PAVER DRIVEWAY 16"x8" THICKEN EDGE W/ (2) #5 GONT. 8" GMU BLOCK 411 6ARA6E I TOP VIEW @ CORNER F - 6ARA6E WALL BEYOND i THICKENED EDGE @ 6ARA6E DOOR DETAIL W&M MS 6" WIDE GONT. GONG. CURB (1) #5 VERT. FROM FT6. - TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID zX c0 O 6RADE C) �—I III I m #5 DOWEL W/ 6" HOOK AT _ Ell 1I=11I-1' ALL VERT. WALL REINF. III=� I 111=III = I1I I l I ' (5EE PLANS FOR LOCATION) l �=III—Ill-11I—I - CLEAN GOHPAGTED I FILL @ 15% I'-0" MONOLITHIC FOUNDATION STANDARD DENSITY MIN. W (2) #5 GONT. ON GHAIR5 WHERE 2ND STORY WALL OCGUR5 DIREGTLY ABOVE THE 8" GMU WALL SHOWN, FT6. SHALL BE 1'-4" WIDE w/ 0 #5 BARS G,4R�GE CURB DETAIL 8" GMU BLOCK- (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID zX a� O 6RADE e R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) d .. d _ a I—III—III=11 1=1 I I —I I I —I 11- =III- III-= 1) #5 DOWEL W/ 6" HOOK AT - _=III -_I ALL VERT. WALL REINF. 11 1 11 I I=111=111 I I (SEE PLANS FOR LOCATION) —1 I I III —I � I —III- GLEAN COMPACTED III= L-1 i FILL ® q5/6,/7 MONOLITHIC FOUNDATION MIN STANDARD DENSITY I N. W (2) #5 GONT. ON GHAIR5 WHERE 21'D STORY WALL OCCURS DIRECTLY ABOVE THE 8" GMU WALL SHOWN, FT6. SHALL BE I'-4" WIDE W (2) #5 BARS I"OOTING SECTION IN/ BLOCK DETAIL acme: N% 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL BEYOND OVER %" FURR STRIPS EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (SEE PLAN) PAVERS (5EE PLAN5) a .° .d ° d � I —III —III —I I i �a :.e III —III —I —I 1—T =1 11=l I I= � =11 I N1_11 =—I1 11=1 11-111- —III=1-� III —I I 1_I 1-11111- ' I=1 m III I f d - I I —III —III- ,111=111- "'-"' -� MONOLITHIC CLEAN GOMPAGTEO l 1 III _ I=1 i FOUNDATION W/ (2) #5 FILL ® 15% STANDARD 1'-011 GONT, ON CHAIRS DENSITY AND TERMITE MIN. TREATED WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" GMU WALL SHOWN, FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BARS ENTRY DOOR DETAIL ATIO/PORCH/LANAI SLAB [(5EE PLAN) I'- 8"x8" THICKENED III, IILI i 111� 1 ,� -=11 SLAB W/ (1) #5 GONT. �THICKENEV EDGE DETAIL 3: WS 8" GMU BLOCK- (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL SOLID PORCH/PATIO/LANAI SLAB OR PAVERS (5EE FLAW EXP JOINT 4— v m R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR 5TRIP5 -PER BUILDER HOUSE SLAB (SEE PLAN) ° I —III —III —I I a a � I —III —III —IC III —II —ICI— I II�— mgIIII� —i mil) #5 DOWEL W/ 6" HOOK AT —1- ALL VERT. WALL REINF. ' 1=111=111=1 III= (SEE PLANS FOR LOGATIOW GLEAN COMPACTED III-111— FILL ® 15% MONOLITHIC FOUNDATION STANDARD DENSITY I _011 W/ (2) #5 GONT. ON MIN. CHAIRS WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" GMU WALL 5HOWN, FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BARS EXTERIOR 1NALL @ PORCH/FATIO/LANAI DETAIL W:M: WS )12" GYP. BD. EA. SIDE OF 2x4'5 0 16" O.G. Y2" J-BOLTS (9" FROM EA, END OF WALL AND SPACE @ 32" O.G. 2" (6" MIN. EMBED) w STUD PLATE TIES PER } PT BOT. PLAN 0 STUD TOP $ PLT. BOT. C) °d (2) #5'5 GONT. 3" MIN. CLEAR S S UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALL5 NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. &ARA6E STEP DOWN DETAIL x&: MS 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO — BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL 50LID z_ccX L cSJ m BADE I-111-117111; z ;III=11 a a' III —I II —III R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) —III—= _ — PVC, CHASE SLEEVE TO BE —III—III III—III=1 TWIGE THE DIAMETER OF ' I Ill I I-1 I I III-1—III III —III —III- —III- I' PROTECTED PIPE GLEAN COMPACTED FILL o q5/0,/, 1 MONOLITHIC FOUNDATION STANDARD DENSITY I -0 W/ (2) #5 CONT. ON GHAIR5 MIN. WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" GMU WALL SHOWN, FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BARS GH�SMDET I L 8 5cA seal: NO 8 s 7• f • � dr t p r p qp pep�B � p pp d1 F �I d s 0 •° � © cop�ir(� KUe �® dBtf t a e 6re�Fg� nc. `i. CD z ti z WWI Ec- w \� Z o i Z Z Q w D J L a Z Q c� t— . U d Q LU coo 3: ;. �� QCD Z o W CA Lh W c cr) C. M&K project number: 068-2001 1 project mgr: NJ M drawn by: KG K issue date: 05- `I 9-20 REVISIONS: date: initial: d Q 0 8" GMU BLOCK ,-.1 IL■1 BEYOND R4.1 R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER 3/4" FURR STRIPS co MTL. THRESHOLD -PER BUILDER LL I� SET IN SEALANT HOUSE SLAB y "�Px6" LoN6 W n Z PRESSURE (SEE PLAN) SIMPSON TITEN HD ^1 �--+ PORGH/PATIO/LANAI SGREW5 a 4'-0" O.G. I TREATED BOTTOM " MAX FROM �---1 O Q.., SLAB OR AND 12PAVERS PLATE END 12 WALL (5EE PLAN5) I ° PER MANUF. ° I I 1=1 I 11=1 1= °° a - - _ ° ll Z) III_I III II a.. a II=1II—III=III I- ''—III—III—III—III—I — — ° - I—_—_ -1 1= `'=1 1I III=1 I I=1 I I- - n III=1 I=1—III III=1=1 I I=1 I III —III —III ,III �" J =1 m III 11=1 11=1 I I= fu MONOLITHIC I-11= ' III I I —I I I—III=III III= ' I'-4" Q 11=111=111-111—I 11-1 � �- GLEAN COMPACTED FOUNDATION W/ (2) #5 FILL 0 q5% STANDARD I'-O" CONT. ON CHAIRS ' -1 (� DENSITY AND TERMITE TREATED MIN. O O J z WHERE 2NI�-+-�D STORY WALL UPLIFT GONNEGTOR5 5UGH A5 5TUD PLATE TIES, HURRICANE GLIP5, AND LL rJ OCCURS DIRECTLY ABOVE THE ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A 8" GMU WALL SHOWN, FT6. SHALL CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE BE 1'-4" WIDE W (2) #5 BARS WILL BE SPECIFICALLY NOTED ON PLAN. sheet: a EXTERIOR OUT5W I NG 4 56D POURED 5 I LL5 DETAIL � ® 1 NT. BEA11I NG 11A11 POOT I NG DETAIL scALI: tars sc�t.e= rtTs SDml PROVIDE SOLID SHIM BETN'N TRU55 CONNECTOR IF TRUSS LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRUSS 15 GREATER THAN I YY FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF SHEATHING TO FASCIA WITH 2 3/b"xO.113" RING SHANK NAILS @ 6" O.G. 2xb FASCIA -SEE ARCH REINF. MASONRY LINTEL/ BEAM - SEE PLAN FOR 5PEGIFIGATIONS EXTERIOR WALL 5HT'G. TO RUN CONTINUOUS FULL HEIGHT OF WALL FROM BOTTOM OF RIBBON TO TOP OF DOUBLE TOP PLATE 2 )/2"x0.131" @ 3" O.G. INTO--- 50LE PLATE 4 2x GONT. RIBBON (TOP � BOTTOM) FASTEN TO EA. TRUSS VERTICAL w/ (2) 3 Y4"xO.131" NAILS 2 Y2"x0.131" @ 3" O.G. INTO BOTTOM GONT. RIBBON PROVIDE SIMP50N HETAI6 EMBEDDED STRAP @ EACH TRUSS (@ 19.2" O.G. MAX) FASTENED TO END TRUSS VERTICAL OR TO BLOGKING/RIBBON VERT WALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. GMU NALL -SEE PLAN FOR VERT. 8 HORZ. REINF. SPECS 3 SCECALE: STION 9/4"=1'-0' SECTION SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR GONNEGTOR SPECIFICATIONS CONNECT EACH END OF MASONRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL w/ 24" LE65 PROVIDE SOLID SHIM BETN'N TRU55 4 GONNEGTOR IF TRU55 LOCATED LE55 THAN I Y2' FROM CONNECTOR. WHERE TRUSS 15 GREATER THAN I Y2" FROM CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL 0. 2x EXTERIOR WALL -SEE PLAN FOR SHEATHING AND GONNEGTION SPECS. FASTEN 50LE PLATE TO GONT. RIBBON w/ 3"xO.131" NAILS @ 6" O.G. � SHEATHING TO GONT. RIBBON w/ 2 Y2"x0.131" NAILS @ 6" O.G FLOOR TRUSSES -PER PLAN 8" GMU BOND BEAM N/ (1) #5 GONT. ALL LAPS IN MASONRY 25" RUNNING BAR #5 BENT CORNER BAR GROUTED CELL TYR. CORNER VERT. WALL RE I NPOR01 NG OETA I L 5GALC: NM 2x EXTERIOR WALL -SEE PLAN FOR 5HEATHIN6 AND GONNEGTION 5PEG5. EXTERIOR WALL 5HT'6. TO RUNS CONTINUOUS FULL HEIGHT OF WALL FROM BOTTOM OF LADDER TRU55 TO TOP OF DOUBLE TOP PLATE 2 Y2"x0.131" @ 3" O.G. INTO 5OLE- PLATE LADDER TRU55. FASTEN LADDER- TRU55 TO EA. BLKG PANEL w/ (3)3 Y4'xO.131" NAILS MIN. 2 Y2"xO.131" @ 3" O.G. INTO LADDER TRU55 FASTEN LADDER TRU55 TO GMU- BOND BEAM w/ SIMP50N HETAI6 EMBEDDED STRAP @ 16" O.G. STRAP MAY BE INSTALLED ON IN51DE OR OUT5IDE FACE OF TRUSS VERT NALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. GMU WALL -SEE PLAN FOR VERT. & HORZ. REINF. 5PEG5 �j, SECTION BY NINDOW/DOOR MANUFACTURER FASTEN 50LE PLATE TO TOP CHORD OF LADDER TRU55 w/ 3"x0.131" NAILS @ 6" O.G. FASTEN FLOOR FLOOR TRU55E5 5HTG. TO FIRST -PER PLAN TRUSS w/ 3"xO.131" NAILS @ b" o.c. 2x4 (MIN) 5PF #2 BLOCKING A5 5HONN AT 48" o.c. FACE NAILED TO TRU55 TOP $ BOTTOM CHORD w/ (4) 3"x0.131" NAILS. 8" GMU BOND BEAM N/ (1) #5 GONT. NOTES: FASTEN ROOF SHEATHING TO FASCIA WITH 2 3/8"x0.113" RING SHANK NAILS @ 6" O.G. w � 'aS 2x FASCIA -SEE ARCH 2x SHEAR WALL - SEE PLAN FOR 5PEGIFIGATION5. - FASTEN TOP CHORD OF END TRUSS OR 2x4 NAILER THRU WALL SHEATHING TO EXT. WALL STUDS w/ 3"0.131" NAILS @ 16" O.G. FLOOR TRU55E5 -SEE PLAN 8" GMU BOND BEAM W/ (1) #5 GONT. - I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF NINDON/DOOR, FASTEN BUCK TO MA50NRY IN (1) ROW OF W(,"x4" TAPGON5 6" FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM EDGE OF BUCK. 2. BUCKS LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. STRUCTURAL GONNEGTION OF NINDOW/DOOR TO STRUCTURE BY OTHERS IN THI5 CASE. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X BUCKED OPENING, USE (3) ROWS OF 3"x0.131" NAILS STAGGERED @ 12" O.G. @ EA. 5UG6E551VE BUCK. 4. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REOUIREMENT5 (FASTENING) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK N/ (2) RON5 OF 2 y2"x0.131" NAILS @ 16" O.G. FASTEN WINDOW/DOOR TO 2X PER NINDON/DOOR MANUFAGTURER'5 SPECS. H WI NDOIN/OOOR BUCK DETAIL SCALP_: RM SECTION 2 5 SCALE: 3/4"=1'-0" g SECTIONSCALE: 3/4'=1'-0' SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR 5PEGIFIGATION5 FASTEN ROOF TRUSS TO DOUBLE TOP PLATE w/ (3) 3 Y4"xO.131" TOENAILS FASTEN ROOF 5HEATHIN6 TO END TRUSS OR 2x4 NAILER w/ 2 Y2"xO.131" NAILS @ 6" o.c. FASTEN BOTTOM CHORD OF END TRUSS OR 2x4 NAILER TO LADDER TRU55 VERTICAL OR 2x RIBBON w/ 3"x0.131" NAILS @ I6" O.G. VERT NALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. GMU WALL -SEE PLAN FOR VERT. 4 HORZ. REINF. 5PE65 2x4 GAT5 @ 16"O.G. FASTENED TO GABLE END FASTEN SHEATHING TO 2x4 2x4 BLOCKING w/ TRU55 w/ (2)3"x0.131" BLOCKING w/ 2 %N0.113" (3)3 Y4"xO.BI" TOENAILS. PROVIDE (1) RING SHANK NAILS @ 4"O.G. TOENAILS EACH END 51MP50N H3 CLIP @ OVERHANGS > 12" x, x X GYPSUM BOA 1'-4" MAX 2'-0" MIN PER ARCH FOR FIREPROOFING (4) 3Y4"x0.131" ROOF 5HT6 NAILS GABLE END VERTICAL WEB SHALL BE REINFORCING AS REOURIED GONT. 24" IN BY TRU55 MANUF. I ONTO ROOF A 3 Y4"x0.131" TOENAILS @ 12" O.G. CONNECTING BOTTOM CHORD TO TOP PLATE FASTEN BOTTOM CHORD OFF / L PROVIDE 2x4 BLOCKING @ 48" GABLE END TRU55 TO TOP L 2x4 BRACE w/2x4 O.G. IN FIRST (3) BAYS OF PLATE WITH SIMP50N A35 T-BRACE, SPACED ROOF TRU55E5-GUT TO FIT CLIPS @ 32 O.G. 4'-O" O.G. MAX. FASTEN TIGHT BETWEEN TRUSS BOTTOM 2x4 TO 'T' w/ 3 Y4NO.I31" CHORDS AND NOTCH AROUND FASTEN BOTTOM OF 2x4 NAILS @ 12" O.G. SILL PLATE BRACE TO DBL. TOP FASTEN DRYWALL TO PLATE w/ (1) 51MP50N H2.5T I DBLOCKING w/5GREN5 $ (2)3Y4"xO.131" TOENAILS 26 4ETS/�'=1'-0" /NAILS @ b" O.G. VALLEY SET OVERFRAMIN6 MAIN ROOF SHEATHING FASTEN EACH OVERFR TRU55 TO TRUSS BELO WITH (1) SIMPSON VTGR @ 24" O.G. MAIN ROOF TRU555 TYPICAL OVERMAM I NG CONNECTION DETAIL 50ALE: N.T.5. LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAIL5 ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN SPEC I F I G AND ARE ONLY REGU I RED ALL APPLICABLE AREAS. THE5E WHERE 5PEG I EI GALLY INDICATED DETAIL5 ARE NOT "GUT" ON THE PLAN5. ("GUT") ON THE PLAN5. seal: Goy a ® NO 0�� © copyn G[Ef1lo08dlrAW- a. Inc. aCD z z m w w z c rn Z z w J a a. � Q m Q U U d g, pC UJ� c � m .5 W � j m � 4 J~ > A ) a� o z W 0 w -a Cp y o m LO W c N M&K project number: 068-2001 project mgr, NJ M drawn by: KC K issue date: 05-1 9-20 REVISIONS: date: initial: sheet: C 0 SDM2 i i JUN 0 8 2020 seal: ollitloi/1 e BOND -BEAM ' _.__—GONTIN. PRECAST HEADER 8" CHU PIER ENTIRE COLUMN TO BE GROUT FILLED GAST-CRETE GA5T-GRETE WINDOW SILL, WINDOW SILL, OR EQUIV. OR EQUIV. DOUBLE WINDOW M�rSONRY P I �R "Ell I L 5GALE: N'T5 TRIPLE WINDOW 51M. NOTES: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). 2. PROVIDE %" DIA. HOLE FOR DOWEL, BLOW OR BRUSH GLEAN. 3. FOLLOW MANUF. INSTALLATION IN5lRUGTION5. FUTURE 8" GMU BLOCK T DRILL 6" INTO EXIST* SLAB, EPDXY � DRIVE #5 DOWEL, PROVIDE MIN. I � 30" LAP SPLICE I I O I I � I I I I SEE DETAIL I ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT SHOWN HERE FASTEN EA. ROOF TRU55 TO GMU w/ 51MP50N M5TMI6 TWI5T STRAP. FASTEN STRAP TO GMU w/ (4) Y4" DIA, x 2 Y4" LONG TITEN SCREWS PROVIDE M015TJRE BARRIER PLATE (PER TRUSS MANUF.) EACH TRUSS. PROVIDE 2x FLAT BLOCKING FIT TIGHT TO ROOF TRUSSES ® EVERY OTHER BAY FASTENED TO GMU W/ (3) Y4" DIA. x 3 Y2" LONG TAPGON5. FASTEN BLOCKING TO ROOF TRUSSES W/ (2) 3 Y4"xO.131" NAILS @ EA. END. SEE DETAIL 31 ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT 5HOHN HERE PROVIDE SOLID BLOCKING A5 REQ'D FOR STRAP FASTENING FULL DEPTH BLOCKING FASTEN EVERY OTHER (V,8" 05B (MIN.), 0/4" LVL OR TRUSS TRUSS (w/ WEB BLOGKIN6 FLOOR TRUSSES BLOCKING PER MANUF.) @ 48" AS REQ'D) TO 2x BLOCKING -PER PLAN O.G. FASTENED TO 2x BLOCKING w/ (1) 51MP50N A35 CLIP w/ (1) 51MP50N A35 CLIP--__ RETROFIT DETAIL Q SCALE= 9/4'4-0' FASTEN EVERY OTHER TRU55 TO GMU w/ SIMPSON MTSMI6 TH15T STRAP. FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 Y4" LONG TITEN SCREWS 2x6 FLAT BLOCKING (BETWEEN TRUSSES - 16" MIN. LENGTH) FASTENED DOWN TO GMU w/ (3) Y4" DIA. x 3 YY LONG TAPGON5 @ EA BAY. FASTEN RIBBONL, THRU HALL 5HT6., TO 2x BLOCKING w/ 3Y4"x0.131" NAILS @ 3" o.c. SEE DETAIL 38 ON 5TRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT SHOWN HERE XFLOOR TRU55E5 \ -PER PLAN 9 FASTEN BLOCKING TO GMU w/ 51MP50N MT5MI6 TH15T STRAP. FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 Y4" LONG TITEN 5GREH5 2x6 FLAT BLOCKING TO EA. 51DE OF 05B BLOCKING (16" MIN. LENGTH) FASTENED DOWN TO GMU W/ (3) Y4" DIA. x 3 Y2" LONG TAPGON5. FASTEN LADDER TRUSS, TO 2x BLOCKING w/ 3"xO.131" Ain TOENAILS @ 3" o.c. R RETROrIT DETAIL SCALE= 8/4"=1'-0" Fel No e e 9`® a copyrigh�t� Str ct�u�il' 44 inc. aU3 z w w z z Z w J Q U WH cry JH z W C y W cc a� `m Q c c m E Q o co Y c6 oto m L6 O N cM a M&K project number: 068-2001 1 SEE TYP. FOUNDATION project mgr: NJ M DETAILS FOR ADDITIONAL INFORMATION NOT 5HOHN drawn by: KG K HERE issue date: 05- `I 9-20 #5 VERT. BAR TO BE LOCATED PER PLAN IN GROUTED CELL F.111=III=III—I I I —I (U SIMPSON GRADE I —III —III —III —I =1I 1=III=III=III I I —III —III —I —' A55 GLIP o —III—III=III—I I a a I —III —III —I 1- EA. 5TRINOER —III—III—III III —III —I 1- 1I- MISSED DOWEL RETROr I T DETAIL SGAL!: NT5 SIM. a GMU STEM POR DROPPCD 6RADE 2x OR 1" 056 DECKING — (TYP) (3) SINGLE PLY 2x12 501UTHERN PINE #2 (OR BETTER) 5TRIN6ER5 (1) 51MP50N A35 CLIP EA. 5TRIN6ER 2x6 P.T. BOTTOM PLATE FASTENED TO CONCRETE W/ (3) %" DIA. x 3 Y2" LONG TAPGON5 ST,�IR S�GTION I SCALE: 3/4"=I'-0' FLOOR TRU55E5 (SEE PLAN) FLOOR G.T. - PROVIDE VERTICALS OR SOLID BLOGKIN6 0 EA. STRINGER LOCATION LETTERED DETAILS ,ARE TYPICAL FOR TH 15 HOME $ SHALL BE IMPLEMENTED IN ALL APPLICABLE AREAS. THESE DETAILS ARE NOT "CUT" ON THE PLANS. NUMBERED DETAILS ARE PLAN SPECIFIC AND ARE ONLY REOU I RED WHERE SPECIFICALLY INDICATED ("GUT") ON THE PLANS. REVISIONS: date: initial: J d H W 0 J d I-- U sheet: J W 0 Q W 2 UJ Q W 0 _J W CD z iZ IL W d W J d U (y) W I~ � 0 Z J J SDm3 JUN 0 8 2020 F PERMANENT ROOF TRU55 BRACING NOTES: (SINGLE FAMILY HOME OR TOWNHOUSE GONSTRUGTION, WITH ROOF TRUSSES SPACED NO MORE THAN 24" 0.0 I. WOOD TRU55E5 SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENT SAFETY INFORMATION 0051) "GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6, RE5TRAINING 1 BRACING of METAL PLATE CONNECTED WOOD TRUSSES," (2006 EDITION). 2. TOP CHORD BRAGING: TOP CHORDS SHALL BE BRACED BY DIRECT -APPLIED PLYWOOD/05B 5HEATHIN6. • IF SHEATHING 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FASTENED TOP CHORD, CONTACT MW FOR BRACING DE5I6N. 3. BOTTOM CHORD BRACING: a. THE BOTTOM CHORDS SHALL BE BRACED BY DIRECT -APPLIED 6.W.B. CEILING 4. WEB MEMBER BRACING: THE TRU55 MANUFACTURER SHALL INDICATE THE TRUSS MEMBERS (WE55, VERTICAL5) THAT REQUIRE LATERAL BRAGIN6/RE5TRAINT. a. 'T' OR 'L' BRACE: WHERE BRACING 15 REQUIRED AS INDICATED ON SHOP DRAWING, UTILIZE 'T' OR 'L' BRACES (REFERENCE BG51-133 FIGURES 133-I5 t B3-19). SHOP APPLIED REINFORCEMENT PER BG51-133 FI6URE5 133-22 t BC-23 15 ACCEPTABLE. • 'T' Q 'L' REINFORCING MATERIAL SHALL MATCH THE 51ZE OF THE WEB/VERTICAL MEMBER. • 'L' d 'T' REINFORCING TO BE A MINIMUM OF 10% OF THE LENGTH OF THE WEB/VERTICAL MEMBER. • FA5TEN 'L' OR 'T' REINFORGINO TO WEB/VERTICAL W/ Ibd GUN NAILS (0.131x3 1/2") AT b" O.G. b. CONTINUOUS LATERAL BRAGING ALTERNATE: WHEN THREE (3) OR MORE SIMILARLY CONFI6URED ROOF TRUSSES ALIGN, CONTINUOUS ROH5 OF LATERAL BRAGIN6 MAY BE USED IN LIEU OF THE ABOVE -NOTED 'L' OR 'T' BRACES. • CONTINUOUS ROW5 OF LATERAL BRAGIN6 SHALL CONSIST of MINIMUM 2x4. ROH5 SHALL BE LAP SPLICED ONE TRUSS BEYOND IN EACH DIRECTION, SECURE BRACE TO EACH TRUSS COMPRESSION WEB w/ (2) 16d 6UN NAILS (0.131x3 1/2"). • CONTINUOUS LATERAL BRAGIN6 SHALL BE RESTRAINED BY DIAGONAL BRAGIN6 (MIN. 2" THICK NOMINAL LUMBER t MINIMUM 5PF 'STUD' GRADE MATERIAL). THI5 BRAGIN6 15 TO BE CONTINUOUS: PROVIDE ONE ROW OF DIAGONAL BRACING AT VERTICAL WEB MEMBERS OF TRUSSES CLOSEST TO EACH GABLE END WALL Q ADDITIONAL DIAGONALS AT 20'-0" AS REQUIRED. DIAGONAL BRACE NAILED TO OPPOSITE PROVIDE (2) 16d NAILS o 51DE OF WEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIRECT -APPLIED PLYWOOD/0513 A -, �i ROOF SHEATHING COMPRESSION WEB (SLOPING OR VERTICAL) seal: No e _ " e OF Q Cop Z w w Z o z w a J Q L � z = U A � Q rn_44 pC U ~ c a m '� C� j m J Z CD c W Y to ocoo y m L6 LLI o N 7 M&K project number: CONTINUOUS LATERAL BRACE ALTERNATE o (3) OR MORE __ __ ADJACENT SIMILAR TRUSSES (SEE ............................................................................................................................... RU55 SHOP D IN65 INDIV T H RAW �* FOR LOCATIONS) r0 ect m f; pJ 9 drawn by: 2x 5TRONOBAGK MAY BE issue date: INSTALLED FOR GONSTRUGTABILITY TO KEEP EVEN SPACING AT BOTTOM CHORD NOT REOV FOR 5TRuGT W REVISIONS; date: GONTIN. LATERAL BRACING TO LAP ACROSS MIN. (1) DIRECT -APPLIED TRU55 BAY AS 5HOHN (9WB CEILING SECTION B-B ALTWMiE MV" VH9RE 0) OR MORE SHLAR MSSES ME 61toiM WEB MEMBER REQUIRING B BRAGING AS INDICATED BY �—, TRU55 MANUFACTURER 2x STRONOBAGK NOT REGV FOR 5TRUGTURE) DIRECT -APPLIED PLYWD/O5B DIRECT -APPLIED GWB GEILIN6 — TYPICAL TRU55 ELEVATION 2x STRON6BAGK5 MAY BE INSTALLED FOR CONSTRUGTABILITY TO KEEP EVEN SPAGING AT BOTTOM CHORD MOT REQ'D FOR 'L' OR 'T' BRAGING 0 WEBS DESIGNATED BY TRU55 MANUF. PERMANENT TRU55 BRAGIN6 DETAILS $ NOTES WALE: NONE VIREGT APPLIED GEILIN& LETTERED DETAIL5 ARE TYPICAL FOR NUMBERED DETAIL5 ARE PLAN TH 15 HOME $ 5HALL BE IMPLEMENTED IN 5PEG I L I G AND ARE ONLY REOU I RED ALL APPLICABLE AREA5. THESE NHERE 5PEG I L I GALLY INDICATED DETAIL5 ARE NOT "GUT" ON THE PLAN5. ("GUT") ON THE PLAN5. sheet: 068-2001 1 NJM KGK 05-1 9-20 initial: C O f � M A