Loading...
HomeMy WebLinkAbout6888 Shelby Lynn WayEl ,l ABBREVIATIONS AB ANCHOR BOLT MAS MASONRY A.F.F. ABOVE FINISH FLOOR MAT MATERIAL ADJ. ADJUSTABLE MAX MAXIMUM ALUM. ALUMINUM MC MEDICINE CABINET ANCH ANCHOR MECH MECHANICAL 4 ANGLE MIN MINIMUM @ AT MIR MIRROR ML MICRO LAM BD. BOARD M.O. MASONRY OPENING BF BI-FOLD MTL METAL BLDG. BUILDING BM. BEAM N.I.C. NOT IN CONTRACT BLKG BLOCKING (NTS) NOT TO SCALE B.O. BOTTOM OF B.P. BI-PASS DOOR OBS OBSCURED BRG. BEARING O.C. ON CENTER i 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 WOODWWM WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB )vn0TjlaTjTM Companies 90 Matawan Road Matawan, NJ 07747 (732) 383-2200 EMERALD ASPIRE ELEVATION "A" ZEPHYRHILLS, FL 33542 LOT 075 TERMITE TREATMENT TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." RELEASE HISTORY AREA TABULATION: ELEVATION "A" 1 ST FLOOR 968 SF 2ND FLOOR 1,353 SF TOTAL A/C 2,321 SF ENTRY 36 SF GARAGE 386 SF LANAI 120 SF TOTAL U R 2,863 SF 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 CS-1 COVERSHEET & BUILDING DATA CS.2 GENERAL NOTES A-1.1 FIRST & SECOND FLOOR PLANS A-2.1 FRONT & REAR ELEVATIONS A-2.2 SIDE ELEVATIONS A-3.1 ROOF PLAN A-4.1 STAIR & RAILING DETAILS A-5.1 BUILDING SECTION A-5.2 TYPICAL WALL SECTIONS WP-1 WATERPROOFING DETAILS WP-2 WATERPROOFING DETAILS E-1.1 FIRST AND SECOND FLOOR ELECTRICAL PLAN AUG1 P-1.1 SLAB PENETRATION PLAN REVIEW DATE 070 S-0.0 STRUCTURAL NOTES CITY OF ZEP ;HiI F-1.0 SLAB PLAN PLAN EXArAINEi� F-2.0 BLOCK PLAN S-1.2 SECOND FLOOR FRAMINK SHALL COMPLY WITH PEV ILING �gA LORIDA BUILDING, Cc�DE. S-1.3 ROOF FRAMING PLAN NATIONAL i xL ECTRIC CODE SD-1 FOUNDATION DETAILS AND THE CaTY ;7,4FPHYRHILLS ORDINANCES SD-2 STRUCTURAL DETAILS SD-3 STRUCTURAL DETAILS PBSB-1 STRUCTURAL DETAILS W 0z0= 0 >- �_ >�Q0 W cl < En Z) _�� Y O f— z ,dWOOU) zzzF_z 0 J U) Q Q � J w�T_cr u) p O U � = z U_ U) �I-azo q) �y Q� N Q 0 0 j� V O a) 0 O U) = w w J J mom" O� cn U Ai w w O_ R lz U) III 0 zw OQ aaaaa �Z COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 6102 RELEASED: 6/10/20 SHEET cs I 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. 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 314" BUT NOT MORE THAN 1 1/4". A NOSING SHALL NOT BE REQUIRED WHERE THE TREAD DEPTH IS I V. HANDR ATLS 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 V. 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'V? 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 1'V? CAN BE REDUCED BY 1/8". 3.2. THEY HAVE EDGES WITH A RADIUS OF NOT LESS THAN .0I ". 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 M) 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 THAN 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 MANUFACTUREREIS INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTUREROS 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 OFA REGISTERED DESIGN PROFESSIONAL. • IN ACCORDANCE WITH FMAIAAMA 100, FMAIAAMA 200. FMA/WDMA 250, OR FMAIAAMA/WDMA 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) V f ® No 77824 0 - r s s S TE C � r C� v® 2�2 2D20 Ir W } 2 � �00� >o ao LU=❑� cc Lu 0 Lu Q�WI- � W W J n Y O F- z �LLOOU) z z z F Lu Z_ J Q J LuFL C p O V = z LL U) �F-<Zcl g cz F- 0 � �i Q H 0 0 r� V 0 Im �! O O z 0 w W a w U) w _O r in W cn z 08 c ?a"zaaaaa COMMUNITY: LINKS @ C LUSA SPRINGS PLAN # 6102 RELEASED: 6/10/20 SHEET CS2 C7 z_ 0 06 co z g w U) w z U) C7 m w EL O IL m w O 0 z 1p 0 LID co 0 N CV O N REF. WATERLIN 1 A-5.1 35'-0" 10'-0" 12'-0" 13'-0" 1 6" 11'-0" 6 ' ol lo STUCCO WRAPPED p --�- BEAM @T-8" ---- d- p a : STUCCO WRAPPED cp a¢ 4X6 POSTS Q F, 02 LANAI j 02 ? m 8'-8" CLG. m C) - 00 = O MOISTURE RESISTANT j DRYWALL CEILING 5'-2" 7'-2" 13'-4" 9'-4" R&S a 19 rN 11 N LO _ 2X6 LLAUNDRY 6 - _ 16511 1 1 1 1 1 1 1 I I gi, ASHER BOX --- AWAL41, 222 -- — DN I H 2 46T 26'-01" 11 - - 0 42 LOW WALL I RAG LOC. n� I ADD 1fi" OSB TO MECH. 00 00 HALL = BELOW DOOR CL. CEILING FOR FIRE TIN = 00 00 4'-12" 8' 0" CLG T 6-02" 6'-02" DRAFT STOP AHU ON STAND 15'-82" •- C� U M coc� XFER GRILL 06, 8 LOFT A 8'-0" CLG ry ------ R&S----- --- R&S --- - CL (4)12" SH N CL — 0� �00 7 O 4'-5" _ . 4'-5" 11'-82" SECOND FLOOR PLAN SCALE: 1/4"=1'-0" XFER XFER GRILL GRILL R&S ----------- CL 3'-6" s� 2,4'-71 11 L00 T 11'-11" i �: 0 0o 1 I 0 LO KITCHEN 10 71771 1„ 7 -82 8'-8" CLG 3'-3" w Oi Z ¢ Er - I¢ - I O I O I d ISLAND Li IN r-1 ---� I I OPT.I I _ 1�� `� -52 REF u C� 21'r5" ,i i 4'-3" 8'-0119 2 DINING AREA GREAT ROOM 8'-8" CLG HT. FLAT JNTERTOP 2x4 STUD WALL & SOFFIT BELOW STAIR W/2" GYPSUM BD. . 3'-7" H Iland II I I I I I I I IIITI I I I I I I II I I I I I I I fl l l l l l l N 2868 SC W/ SELF kN CLOSER 2� LINE OF 2" CONC.CURB BOLLARD PER 2 CAR GARAGE 1/2" WALL BOARD COMMUNITY ON GARAGE SIDE SPEC'S 5/8" TYPE "X" CEILING BOARD PROVIDE ABV. INSULATION AS REQ'D O N Ic----------------------------------------� ><' I 18'-32ll C6 L 16'X7' GARAGE DOOR I 16-0" � � I 10 �I O i FIRST FLOOR PLAN SCALE: 1 /4"=1'-0" 22'-5" LO co r r'1N i r ?" - -e rl(�I co _ r�N IN LO ,^� rT CO 6'-31" 2 CV XFER GRILL FOYER 1 8'-8" CLG T 0 .0 5�-32i �I I t= 1 5'_8" O ENTRY 10 q 8'-8" CLG cl) o �apl iQab�o11 IL @�I ILL V FLAT SOFFIT 12X12 COL. 9 8'-0" Ill'-01,' 4'-8" 1_0 6'-811 35'-0" 8'-8" CLG L----------R&S (4)12" SH CL MI"I -12" 5'-112" EXTRASUITE 8'-8" CLG CV CV T 10'-1 " "25 SH 81_3-137"x63" EGRE�S 41_3" 10'-4" 1.1 Ib _ 0 et 00 00 M oM p ui = J cc w °o LEGEND SYMBOLS A BUILDING/WALL SECTION SHT MARKER INTERIOR ELEVATION MARKER EMERGENCY ESCAPE & RESCUE UP ELEVATION STEP BRKX FLOORING BREAK WALL TYPES 2x WOOD/STEEL FRAMED PARTITION INTERIOR PARTITION w/ INSULATION CMU WALL CMU WALL w/ FURRING & INSULATION NOTE: INTERIOR WALLS ARE DRAWN TO ROUGH DIMENSIONS STAIR DIAGRAM N 10" STAIR CALCS. FLOOR TO FLOOR HEIGHT 10'-2 3/4" CONVERTED TO INCHES 122 3/4" TOTAL NUMBER OF RISERS 16 TYP. RISER HEIGHT 7 11/16" TREAD DEPTH 10" NOSING 1 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 OINTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL SOLID SURFACE BRACKETSPACED R16" O.C. FOR COUNTERTOP VERHANGS GREATER THAN 10" TOP PLATE 1' 2" MAX 2x4 STUD WALL SEE PLANS FOR WALL LAYOUT _ 1/2" GYP. tBASE CABINET AS ; BD. PER SHOP DWG3 N WD.BASE MOLDING FINISH FLOOR FINSH F OIOR� rSUBFLOOR No 77824 ®;° S TE t ®® R ®222020 IZ uj ❑�F_w w000 >oCQO WZ)❑I- U/JUWW Q = W H _ > 5mcr� Y01-z u-00U) zzz�z °CJa�� LV 11 2 tY C- �U) 0Q r °c O 0 0 0 � A U z 0 O U Z W 0 U) J � a 0 0 w 0 c U) 0� � A w w O rL W c Z O w 4 r wz G QQaQQ COMMUNITY; LINKS @ CALUSA SPRINGS PLAN # 6102 RELEASED: 6/10/20 SHEET A I GARAGE HEAD TRIM DETAIL SCALE: 3/4"=1'-0" WINDOW HEAD WINDOW SILL WINDOW HEAD AND SILL DETAILS SCALE: 3/4"=1'-0" 4ff/m FOAM LOUVER DETAIL SCALE: 3/4"=1'-0" 4" WIDE STUCCO BAND (+1) ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 6" FASCIA (+1) 4" WIDE STUCCO BAND (+1) 0 8" WIDE STUCCO Z BAND (+1) Q m i� OU 12 5 REAR ELEVATION SCALE: 1 /4"=1'-0" 5:12 0 ROOF SHINGLES PER COMMUNITY SPECS (TYP.) BLDG. HEIGHT ROOF SHINGLES PER 12 COMMUNITY SPECS (TYP.) 1 5 24"x37" DECORATIVE FOAM LOUVERED DETAIL rL 6" FASCIA 4" WIDE STUCCO BAND (+1) _ T.O. WALL �� N------------ T.O. WINDOW -_ --------------------- CJ 3050 S 3050 H CJ *3050 SH FRONT ELEVATION SCALE: 1 /4"=1'-0" 4:12 EJ ROOF SHINGLES PER COMMUNITY SPECS (TYP.) '— 4" WIDE STUCCO BAND (+1) AN 1 4" WIDE STUCCO BAND (+1) 2ND FL�� T.O. MASONRY_ —_ —_ — — T.O. WINDOW 12x12 COLUMN 4" WIDE STUCCO BAND (+1) 4" WIDE STUCCO BAND (+1) fl_ M FIN. FLR. PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY TEXTURE `�'''':r>:,:;'`a`."`•:;,;� BODY COLOR FINISH SAND TRIM COLOR FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) 2021 N(A 77824 ate` O S T E C , SQUARE COLUMN DETAIL SCALE: 3/4"=1'-0" !r W � 2 � �0 0I­- >uj c <0 WZ)0I- P a�cc cnUWw wF- 2 � > Q ccr_ cc �w00_U) ZZZI-Zui J Q J W = m _j(n000 Z=ZLL(n �F-QZ� , coc �Z H 0 O U) 0 z � o I� l� V O Lo w N j 0 w � a O = w w 0 cj5 z � O w LL" x w O rL w U) w 0 En Z 04 U) o �zQaQQa COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 6102 RELEASED: 6/10/20 SHEET AEI. I z z z r :n z g :n z r z g i li n Z LEFT ELEVATION SCALE: 1 /4"=1'-0" 12 5 12 4 RIGHT ELEVATION SCALE: 1 /4"=1'-0" 5:12 0 i0 12 7—I11 5 ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 1'-0" 12 0 II 5 i. PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE' FINISH 'c:~ °•a: <',f'�`:?; '- ' .•.a: :: :;. �:., r;rz: 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 C1063 (CURRENT EDITION) N�e,77 a -:53 ' S JAT F 0,m F� i O •' ®� ,c4 ,, e ®er F • • 0 ; C? ee v 2 2 2023 IY W �.�I-W WZOZ: wwZO >cc<0 W:DC)I- cn U W W Q = W H 2 c J cc !r YOI-Z ,d LL O O C/) Z Z Z ~ Z J Q 2 J W!L=cr9 _3cnp0U �1zLLcn �I-¢z� CZ � Q Q o H O � Q Q 0 0 0 U U) OO z 0o p 0 � o w z w W M w cn A w w o_ rL U) W G z Z Od � o WZ aaaaa COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 6102 RELEASED: 6/10/20 SHEET A2o2 LOWER ROOF ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 120 SQ. FT. i IS SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SO. IN. / LF. 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. 1 649 SQ. IN. UPPER VENT 40% NET VENT MIN. 260 SQ. IN. UPPER VENT 50% NET VENT MAX. 325 SQ. IN. UPPER VENTS REQUIRED 48" TAMCO OFF -RIDGE VENT (138 SI NET FREE) 2 VENTS NET FREE AREA UPPER ROOF VENTING 276 SQ. IN. NET FREE AREA SOFFIT VENTING 373 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SO. IN. / LF. 57 LF. NOTE: LOCATE RIDGE VENTS 2'-0" OFF ALL HIPS RIDGES OR VALLEYS, MIN., TYP. R806.2:THE MINIMUM NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. UNDERLAYMENT APPLICATIONS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905, TABLE 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" °0 �®sB�s®®fit aa® cr W }} _ cr- O O I- >fr<0 WZ)0E- li1,-W❑ 2 W Q c �e Q F- Z LLOOU) ZZ J Q � J WEL2mn- uj=Z1c_C � F- < 0 � cz g a ON n Q o O F- 2 0 0 0 U O 0 � a O LLW W-j O w 0 � m a� U) A w w 0 r w U) W z Z 04 In o ia*Z COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 6102 RELEASED: 6110/20 SHEET A3,1 z 0 od z W w z W 0 w 0- 0 cc CL x w _ F- O 0 z V %. 11 M V I I I_ I L I LJ I 11 1 LJ V• V I M, %.! I- L.. STRUCTURAL DRAWINGS, TYP. STAIR SECTION SCALE: 1/2"=1'-0" 1 X8 C (RIPP CASH BY SF GYP. 2X4 KNEEW/ BASE BOA PER SPEC SKIRT BOARD / CURB DETAIL SCALE: 1 "= V-0" SKIRTBOAF PER SPEC. KN E EWALL SCALE: 1 "= V-0" 0 DETAIL AT FOOT OF STAIR 11. 7l o v®ot'S;oN1 JUN 2 2 2021 tY W cr- Wz0= O }. > rr 0 W =:) � U w 0 _ > J IY Z zczW W Q _ cc��oOU = z LL C/) Z� �I-Qcz n 0 N n a 3o O �~ Z Q Q 2 0 0 0 U O � "NEW o A w a w 0=0 U) A U) w w O R U) W G z Z Od �o Mz aaaaa COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 6102 RELEASED: 6/10/20 SHEET A4o I / HALL 12 ' 12 5 I 5 PRE-ENG. ROOF TRUSSES (SEE FRAMING SHEET FOR DETAILS) INSULATION PER ENERGY CALCS. 42" LOW WALL CL SCALE: 1 /4"=1'-O" 2 A-5.1 I 12 5 �/' 12 I � 5 PRE-ENG. ROOF TRUSSES (SEE INSULATION PER ENERGY CALCS. FRAMING SHEET FOR DETAILS) MECH BEDROOM 3 EXTERIOR WALL BATT. INSULATION CL SEE ENERGY CALCS — HALL BOTTOM OF LINTEL @ 6'-4" A. F.F. 2 CAR GARAGE LOFT Li GREAT ROOM ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) T.O. WALL T.O. WDW \ EXTERIOR WALL \ BATT. INSULATION \ SEE ENERGY CALCS \ - o CV /My' / N T.O. 2ND FL ----------- M e T.O.M. ----------- 00 ----- T.O. WDW ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) OWNER'S SUITE 42" LOW WALL CL I I I KITCHEN 11 T.O. WALL -- — T.O. WDW 17 - EXTERIOR WALL BATT. INSULATION SEE ENERGY CALCS00 _ 0 io N T.O. 2ND FL T.O.M. bo ______T.O. WDW�� •- FIN. FLR. -11 cr- W } 2 � Lu �001=- WocQO cv�w n Q � w_ 2: J > Y O I- z �LL00U) z z z ~ W Q J J Lu CL mcnp00 �2ZLLc_n Q Z r; N cV ro Q Q O H 0 0 cn 0 � o M••r 0 u w U) w Z w~ U) J � A w 2 w O_ U) G i i U ZO d i �o � z i aaaa a i I I I I I I COMMUNITY: LINKS @ CALUSA SPRINGS i PLAN # 6102 RELEASED: 6/10/20 SHEET c Av. 1 i z li n z D z r SEE ROOF PLAN INSULATION AS PER SPECS. PRE-ENGINEERED GABLE END ROOF TRUSS - REFER TO STRUCTURALS 1/2" (MIN.) CLG. BD. TYP. HIPPED PE SCALE: 1/2" = V-O" - 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 OIL TOP OF PLATE (REFER TO ELEV.) 2X ALUM WRAPPED FASCIA BD. w/ALUM DRIP EDGE SOFFIT AS PER SPECS. HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL NT ROOF DETAIL 12 SEE ROOF � PLAN INSULATION PER - COMMUNITY SPEC. SEE ENERGY CALCS. 1/2" (MIN.) CLG. BD. WINDOW PER PLAN PROVIDE BATT INSUL. PER ENERGY CALCS. PRE-ENGINEERED ---- FLOOR TRUSSES w/ 3/4" SUBFLOOR SCREWED AND GLUED - REFER TO STRUCTURAL DRAWINGS FOR SIZE AND ORIENTATION 1/2" (MIN.) CLG. BD. DRAFTSTOPPING AS PER R302.12 WHEN CONCEALED SPACE EXCEEDS 1,000SF 1 x6 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 2-STORY - FRAMED WALL 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. TOP OF WALL \qv(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 OL TOP OF FLOOR (REFER TO ELEV.) MID -WALL WEEP SCREED/EXPANSION JOINT OL TOP OF CMU (REFER TO ELEV) OL TOP OF WINDOW (REFER TO ELEV.) SEE STRUCTURAL DRAWINGS PRECAST WIN. SILL 8" CMU BLOCK w/ CEMENTITIOUS FINISH SLOPE GRADE AWAY FROM HOUSE OIL 0'-0" FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. 2-STORY WALL SECTION - SCALE: 12 SEE ROOF � PLAN INSULATION PER — COMMUNITY SPEC. SEE ENERGY CALCS. 1/2" (MIN.) CLG. BD. - 1x PT DRAPE BLKG - ABOVE WINDOWS 1/2" G.W.B. WINDOW PER PLAN SOLID SURFACE CAULKED @ WINDOW 1/2" GYP. BD. OVER RADIANT BARRIER INSULATION (R-4.1) ATTACHED TO 1x2 PT. FURRING @ 24" O.C. BASE BOARD ROOF SHINGLES OVER ROOF SHINGLES OVER 15# ROOFING FELT 15# ROOFING FELT OR OR CONCRETE TILE W/ SELF ADHERED CONCRETE TILE W/ SELF ADHERED MEMBRANE UNDERLAYMENT MEMBRANE UNDERLAYMENT 60 MIL, OR EQUAL 12 60 MIL. OR EQUAL PRE-ENGINEERED ROOF SEEROOF PRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. ' PMN TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER \' BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END , HURRICANE STRAP EACH END OF TRUSS - REFER TO OF TRUSS - REFER TO Z STRUCTURAL. STRUCTURAL. TOP OF C.M.U. OIL TOP OF C.M.U. (REFER TO ELEV) (REFER TO ELEV.) I I I I SEE SEE 2x6 ALUM WRAPPED FASCIA BD. w/ALUM DRIP EDGE. ELEV. 2x6 ALUM WRAPPED FASCIA ELEV. BD. w/ALUM DRIP EDGE. 1/2" (MIN.) SOFFIT PER SPECS SOFFIT PER SPECS CLG. BD. ($" TYPE 'X' GYP. BD. SEE STRUCTURAL TO BE PROVIDED PLAN SEE STRUCTURAL WHEN LIVING SPACE PLAN IS ABOVE GARAGE) 8" CMU BLOCK W/ CEMENTITIOUS FINISH (BEYOND) PRECAST WIN. SILL SLOPE GRADE AWAY FROM HOUSE 0'-0" FIN. FL. �— FOUNDATION PER STRUCTURAL DRAWINGS TYP. 1-STORY WALL @ WINDOW SCALE: 1/2" = 1'-0" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS PROVIDE 2X4— FRAMED ENCLOSURE FOR ELECTRICAL PANEL, FINISH W/ "' GYPSUM BOARD ELECTRIC METER LOCATION - SEE PLANS. VERIFY INSTALLATION IN FIELD STUCCO FINISH EXTERIOR CMU BLOCK WALL GARAGE SLAB, SEE STRUCTURAL PLANS SLOPE ROOF SHINGLES OVER 15# ROOFING FELT OR CONCRETE TILE W/ SELF ADHERED MEMBRANE UNDERLAYMENT 12 60 MIL. OR EQUAL ISEE 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.) I 1/2" EXTERIOR SOFFIT SEE 2x6 ALUM WRAPPED FASCIA BD. W/ KNOCKDOWN ELEV. BD. WALUM 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 OL0'-0" 0'-01, SLOPE FIN. FL. SLOPE- u I FIN. FL. -10 WALL SECTION SCALE: 1/2" = V-0" I ATTIC OR SECOND FLOOR LIVING SPACE GYPSUM REFER TO PLANS T.O. M GYPSUM BOARD BOARD z i z �3 1/2" CL GARAGE J" GYPSUM BOARD a NICHE FOR i j i ELECTRICAL PANEL & WIRING cV cV ELECTRICAL PANEL ELECTRICAL PANEL cV EXTERIOR CMU BLOCK WALL 00 N `° sr `O ----- ----- 11 „ 1 � 0" Z CONCRETE "' CONCRETE 1 �-15" N CURB REFER CURB REFER TO PLANS TO PLANS CONCRETE SLAB ON _) a?r _ ? GRADE _ GRADE AT GARAGE - 7 FLOOR ELECTRICAL PANEL NICHE AT CMU BLOCK WALL SCALE: 1/2" = V-0" FOUNDATION PER STRUCTURAL DRAWINGS GARAGE DOOR FOUNDATION PER STRUCTURAL DRAWINGS TYP. CMU COLUMN P LANAI/PORT SCALE: 1/2" = 1'-0" NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION - i�14% - r�- do . JUN'2 2 2021 D= W �00i­— >OWC¢0 W0E- IYW0 Q H ::) W g CL i J rj) W LU YOH-z �LL00C/) z d- cr J W a_ _ d �cnp0U = z LL U) azo N Q � o 0 g H 0 0 j� V 0 Vl O Z 0 = U � w w a cn a A w 2 w O_ rL U) W 0 U) Od U G � Z aaaaa COMMUNITY; LINKS @ CALUSA SPRINGS PLAN # 6102 RELEASED: 6110/20 SHEET A*5.2 z 4 z O J z 2X FRAMING FLOOR BARRICADE PLUS WRB SHEATHING PER OR APPROVED EQUAL � ) SPEC. RIM BOARD REFER TO \�\ STRUCT DWGS. 60 MIN. GRADE D PAPER BACKED R" LATH WALL 1 .......... SHEATHING I I 7/8" 3-COAT ( `- STUCCO I I Lo ,r ✓ I r SHEATHING j I '- FLUSH WITH BLOCK WALL I I MID -WALL WEEP SCREED/EXPANSION I I JOINT i I 6" SELF ADHERED FLASHING 5/8" I r CEMENTITIOU i COATING BUILDING FELT ON TOP OF CONC. BLOCK---� UNDER FLOOR MAINTAIN 1/8" GAP MEMBERS BETWEEN SHEATHING * TYPICAL AT ALL WOOD CONCRETE AND TOP OF BLOCK TO MASONRY BLOCK WALL TRANSITIONS EXPANSION JOINT (EJ) AT FRAME & MASONRY SCALE: 1/2" = 1'-0" ________ 8" THICK, 3 COAT PREFORMED CONTROL CEMENT PLASTER JOINT 60 MIN. GRADE D FLANGE OF CONTROL PAPER BACKED LATH 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 mpg DURING INSTALLATION \�lt4" TO 14' GAP MIN,,,-" 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 SCALE: N.T.S. 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 r1VA n1 rinl/IA11� "L" FLASHING SCALE: N.T.S. WOOD SHEATHING 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) 8" 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 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. jUN 212 20iI �vo N 7✓S24 33 Ca®•" lee • R L O� mmm� 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 $" THICK, 3 COAT CEMENT PLASTER HORIZONTAL WEEP SCREED_ SCALE: N.T.S. STEP 1 FOLD 0 FOLD @ FOLD INWARD @ PT. A STEP 3 ©© FOLD @ 770 FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C STEP 2 0 1 FOLD INWARD @ PT. A CREASE @ PT. B STEP 4 WATERTIGHT SEAL. FOLD. DO NOT CUT. BOTTOM FLANGE FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C FOLD PT. C OVER PT. B TILL PT. C TOUCHES BOTTOM FLANGE cr w �. _ s 0 >_ -- >c <0 LIJD0 U w � Q ❑ W H 2 Q cr lY ou00 W i Q � Z wCLa:m -icl)❑OU Z) Z u_ !) �I—Qz❑ o n Q 2 0 0 j� V O Q O O (L two I w � w a wA o� A w w 0 oc w z z o� i7no l zz <1a COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 6102 RELEASED: 6/10/20 SHEET wpwl WRB INSTALLATION i SEAL EDGE OF P.T. WOOG BUCK TO MASONRY JL'j 2 2 2021 S T kE 01 Al 0 s'fill O N A @�, ®®` 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. • Barr cad inform tr+ t hi ! Flashing WOOD OPENING WATERPROOFING SCALE: N.T.S. cr w >-_cr- � o°� > or Q 0 w::)C)I- �2 w �U wQDl- Q� 5 Ir ir IY Y O H Z 06w0_0Cn Z Z Z ~ uJ Z_ LLI < w 2 cr CL C) p O z)2ZLLcn Ca �I—QZD q� a 0 0 0 u 0 (� a3 Ln i~ o ® (J) o M..1 0 (L� w w w w a tn rQ c) w w o_ ch w U� ZF o a �o wz ��aa� COMMUNITY: INS @ CALUSA SPRIN PLAN # 6102 RELEASED: 6/10/20 SHEET WPm2 N SCALE: N.T.S. ----------------- I I ADD BLOCKING OWNER'S SUITE SD DATA 3-bULb W7.\ 3-BULB IDS wlc 0 0 BATH GFI 220V _. �Y E �- --� LIGHT FIX. LAUNDRY'"' ADD BLOCKING I I ADD BLOCKING I I _&L BEDROOM 4 BEDROOM 3 i L__ . __ - SECOND FLOOR ELECTRICAL PLAN SCALE: 1 /4"=V-0" JNG ADD BLOCKING BEDROOM 2 20 AMP DED. OUTLET FOR HOOD/ OPT. MW HOOD RANGE WH DISCONNECT -id ELECTRICAL RISER DIAGRAM NOT TO SCALE 2" PVC CONDUIT 2-2/0 COPPER ETER O /0 COPPER OR 2-4/0 ALUMINUM 200 AMP 42 1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT 4 COPPER OR ALUM. BREAKER /2" PVC CONCRETE ENCASED GROUNDED ELECTRODE FIRST FLOOR ELECTRICAL PLAN SCALE: 1 /4"=1'-0" ELECTRICAL KEY I DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET Fl GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET WALL SWITCH 9 THREE-WAY SWITCH FOUR-WAY SWITCH - KEYLESS LIGHT FIXTURE - CEILING MOUNTED LED LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ov VAPOR PROOF LIGHT FIXTURE +P.0 LIGHT FIXTURE WITH PULL CHAIN Ar FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION off CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) ® COMBINATION SMOKE / CO2 DETECTOR ® SMOKE DETECTOR b TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) 0 ELECTRIC METER s ELECTRIC PANEL _-E&L 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. Lu ❑ J I_- W WZO� wuiZO >oCQO It Lu In < WLu ~ Y0�--Z �LLOOcn Z Z Z F- Lu Z cc Q J Wn- � cQ 00 Z)=ZU-W H Q Z 0 oC Q o O �Z H 0 z U Q 0 O i^� L! oWU 00 ..d z w w w mi "mm" (mow U) 0 o 9 j w w 2 w O I= a U) W E� Od � wZ o aaaaQ COMMUNITY: LINKS @ CALU A SPRINGS PLAN # 6102 RELEASED: 6/10120 SHEET E D z r Q J z r :n z J i :n IN SLAB PENETRATION PLAN SCALE: 1 /4"=1'-0" Cc W r M �00� > cr- 0 W Z H cnUWw Q W _ >U) LU LLJ � CCcr cc Y 0 1-- z �LL00(/) zzzF— z U- J Q J W C-_�� U) 0 0O Q �I --Qz� CZ o T Q O O 7 � Q O U O 0 MEW 00 � L PS z �- w o z M-j w a w w a a A �1� w w _0 E rx in LLI U) 04 �o �Z aaa COMMUNITY; LINKS @ CALUSA SPRINGS PLAN # 6102 RELEASED: 6/10/20 SHEET PI.I U5 0 Z_ cr- ¢ 0 od U) Z ¢ J d W W 2 H Z I- 2 0 }r If W d 0 In W W 2 N O 0 z MASONRY LINTEL ASSEMBLIES 5EE 5GHEMLE AND 5PE6IFIGATION5 FOR ADVL INFO GROUT "`'""" = _ C-ROVT " `- ` BOTTOM REINF. PRECAST LINTEL W EMBEDDED REINF. 3 t --- t�_- PRECAST LINTEL W � EMBEDDED REINF. ME3-1 MB-2 ji TOP REINF. OR GONT. GONT. BOND BEAM . BOND BEAM REINF. _ REIN. A5 REO'D = GROUTO� BOTTOM REIN. 4;..... BOTTOM REINF. O -- PREGAST LINTEL w/ PRECAST LINTEL W EMBEDDED REIN. , EMBEDDED REINF. CV MB-3 MB-4 MASONRY LINTEL DETAILS REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT M15-1 8F8-OB/OT ----- ----- MB-2 8F8-IB/OT ----- (1) #5 MB-3 8FI6-1B/IT (1) #5 (I) #5 M13-4 5RFI4-IB ----- ----- APPROVED LINTEL MANUFACTURERS ARE: GA5T-CRETE, QUALITY PRECAST CO., AND LOTT'5 CONCRETE. NOTES: I. ALL LINTELS W 5PAN5 GREATER THAN 14'-O" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRESTRESSED LINTEL5. 5. ALL REINFORCEMENT SHALL BE 6RADE 60, fy=60 ksl (b. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW SHEET L 15T INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 13LOGK PLAN 5-1.2 2ND FLOOR FRAMING PLAN 5-1.3 ROOF FRAMING PLAN 5D-I FOUNDATION DETAILS SD-2 STRUCTURAL DETAILS 5D-3 STRUCTURAL DETAILS PB513-1 STRUCTURAL DETAILS GENERAL STRUCTURAL NOTES FOUNDATION • OE516N 15 BASED ON bth EDITION (2011) FLORIDA BUILDING CODE. • FOOTING DESIGN - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 PSF. • ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT H/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION HALLS TO SLAB WITH Y4" DIA. x 23/4" LONG TAPGONS 0 32" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORR05ION-RE515TANGE COMPATIBILITY OF HARDWARE 4 FASTENERS IN CONTACT N/ PRESERVATIVE -TREATED HOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • CONCRETE DESIGN BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOHIN6 MINIMUM COMPRESSIVE 5TREN6TH5 IN 28 DAYS, U.N.O.: f'c = 2,500 psi:....... FOOTIN05 2,500 psi:....... SLABS ON 61RADE (INTERIOR $ EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXPOSED TO THE HEATHER SHALL NOT HAVE LESS THAN 5% OR MORE THAN -i% AIR ENTRAINMENT. • ALL FOOTINC75 SHALL BEAR AT LEAST 12" BELOW FINISH 6RADE. • FOOTIN65 AND SLABS ON GRADE SHALL BEAR ON VIRGIN SOIL OR j 15% COMPACTED FILL. • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT 015CONTIN0005 END OF REINF. • GROUT SHALL BE A5TM G416 F'c=3000 P51 N/ MAX 3/8" AG6RE6ATE • CONCRETE MA50NRY UNITS SHALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE STRENGTH OF Ig00 P51 (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DESIGN BASED ON AGI 530/530.1 • REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL BE REINFORCED N/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL AL16N HITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP 5PLIGE WITH FOOTING DOWEL. • GROUT SOLID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAM5 ARE TO BE 8" GONT. FULL LENGTH OF WALL N/ (1) #5 BAR GONT. (TYP. @ EXT. PERIMETER) • PROVIDE (1) #5 BAR GROUTED SOLID ON EACH SIDE OF ALL MASONRY OPENINGS AND AT ALL WALL GORNER5. • VERTICAL REINFORGEMENT 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'-0" O.G. IN EXTERIOR HALLS. (AS SHOWN ON PLANS) • ROUGH OPENIN65 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB EDGES, AND OTHER LOCATIONS INHERE 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) • JOINTS SHALL BE LOCATED @ 12'-0" O.G. (RECOMMENDED) OR 15-0" D.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE A5 GL05E TO SQUARE5 AS POSSIBLE (I:I RATIO), HITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SPECIFICATIONS (TYP. U.N.O.) DESCRIPTION OF BLDG. ELEMENT 3"xO.131" NAILS 3"x0.120" NAILS JOIST TO 50LE PLATE (3) TOENAILS (3) TOENAIL5• SOLE PLATE TO JOIST/BLK'6, (3) NAILS 0 4" o.c. (3) NAILS @ 4" o.c. STUD TO SOLE 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.* BLK'6. BTHN. JOISTS TO TOP PL. (3) TOENAILS (3) TOENAIL5* DOUBLE STUD NAILS @ 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE NAILS @ 24" o.c. NAILS ® 16' o.c. DOUBLE TOP PLATE LAP 5PLIGE (q) NAILS IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP ® CORNERS 4 INTER5ECTIN6 WALL5 (2) NAILS (2) NAIL5 2Y2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"0.120", SAME SPACING OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE * ARE 5HOHN) THIS MODEL HAS BEEN DE516NED IN AGGORDANGE WITH THE 6th EDITION (2011) DIN6 GODS FLORIDA BUI SEGTION IC Oq L L ( ) LATERAL DES16N REQUIREMENTS FOR THE FOLLOWIN6 WIND SPEED $ EXP05URE ONLY: 140 MPH - EXP. B WIND I MPORTANGE FAGTOR = 1.0 INTERNAL PRE55URE GOEFFIGIENT = ENGLOSED, +/- 0.8 ANY WIND 5PEED/EXP05URE NOT L15TED HERE REQUIRES FORMAL EVALUATION APPROVAL FROM MULHERN � KULP 5TRUGTURAL EN61 NEERI N6. EXTERIOR $ SHEAR WALL SHEATH I NIS SPEC I P I CAT I ON5 INDICATES LOCATION AND EXTENT OF 5HEARIIIALL WHICH REG2UIRE5 SHEATHING AND/ OR FASTENING 5PEGIFICATIONS BEYOND THAT OF STANDARD CONSTRUCTION SYMBOL SHEAR PANEL SPEC. 15/52" PLYWOOD OR 0513 FASTENED W PI 2/'2"x0.131" NAILS @ 6" o.G. ALONG PANEL EDGES AND 12" o.G. IN THE PANEL FIELD. 15/52" PLYWOOD OR 0513 FASTENED W P3 2/'211xO.131" NAILS @ 5" o.G. ALONG PANEL EDGES AND 12" O.G. IN THE PANEL FIELD. STANDARD EXTERIOR WALL SHEATHING REQUIREMENTS: SHEATHE ALL EXTERIOR HOOD FRAMED WALLS N/ 15/32" PLYWOOD OR 05B FA5TENED N/ 2Y2'x0.131" NAILS @ 6" O.G. AT ALL PANEL EDGES AND @ 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL EDGES SHALL OCCUR OVER FRAMING OR 2X BLOCKING SHALL BE PROVIDED TO SUPPORT PANEL EDGE AND FASTENING 2. ALL STRUCTURAL PANELS ARE TO BE DIREGTLY APPLIED TO STUD FRAMING @ 16"o.G. MAX. U.N.O. ON PLAN. 3. ALL SHEARWALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER N/ 3Y2"x0.131" NAILS @ 16"o.c. USE (8) 3Y2"xO.131" NAILS @ EA. LAP SPLICE. (TYP. U.N.O.) 4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALL5 ARE GONTINUOU5 SHEATHED ABOVE AND BELOW OPENINGS. 5. SEE ARCHITECTURAL DRANIN65 FOR ADD'L HALL CONSTRUCTION REQUIREMENTS. b. ALL EXTERIOR HALLS ARE CONSIDERED 5HEARHALL5. 1. INHERE PANELS ARE APPLIED TO BOTH FACES OF HALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. 8. A MAXIMUM OF THO 1'4' HIDE X 2'-0" TALL OPENIN65 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARHALL5 50 LONG A5 THEY ARE FRAMED OUT TO PROVIDE THE SHEATHING EDGE NAILING REQUIRED AND OCCUR 16" MINIMUM FROM THE ENDS OF THE SHEARHALL. Window $ Door AlIoNcible Wind Pre55ure5 140 MPH Wind Zone Ex o5ure B OPENIN6 51ZE INTERIOR ZONES END ZONES 8' 6arage Door +18.5 P5F/-20.1 P5F +18.5 PSF/-20.1 P5F 16' 6arage Door +1 1.1 PSF/-11.1 PSF +1 1.1 PSF/-I1.1 PSF 10 SOFT. +21,2 P51F/-221 P5F +21 A P5F/-28.3 PSF 20 SOFT. +20.2 P5F/-22.0 PSF +20.2 P51F/-26.4 PSF 50 SOFT, +I1.0 P5F/-20.8 P5F +I1.0 P5F/-23.1 P5F 100 SOFT. +18.0 P5F/-I1.8 P5F +18.0 P5F/-22.0 P5F 500 SOFT. +15.8 PSF/-11.6 P5F +15.8 P5F/-IT6 P5F mEnd Zone is defined as the smaller of 10% of least horiz. dim. or 40% OF mean roof height. NOTE: Pressures charted here are allowable pressures and have been reduced per A5GE 1-10 section 2.4.1 from ultimate pressures. Divide allowable pressures above by a factor of 0.6 to obtain vltimate pressures. ROOF FRAMING • 5 0 SCHEDULE FOR A L ROOF SEE ROOF TRU55 UPLIFT CONNECTOR L TRUSS CONNECTORS. • ROOF SHEATHING SHALL BE 1/I6" MIN. 0515/1FLYWOOD SHEATHING 24/16, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS N/ 2 3/8"0.113" RING SHANK NAILS (R51R5-01 OR EGUIV.) 0 6" O.G. AT PANEL EDGES ® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRAG TRUSSES N/ RIN6 SHANK NAILS m 3" O.G. (U.N.O.). PROVIDE BLOCKING ALONG PANEL EDGES AT FIRST 2 TRU55 BAY5 FROM GABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGES. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW N/ 51MP50N VTGR CLIPS 0 24" O.G. • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRUSS MANUFACTURER, UNLESS OTHERN15E NOTED. • ERECT AND INSTALL ROOF TRUSSES PER HTGA 4 TPI'5 13G51 I GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING 4 BRACING OF METAL PLATE CONNECTED HOOD TRUSSES." • ROOF TRU55 SHOP DH65. SHALL BE SUBMITTED TO ARCH $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRU55E5 N/ 2x4 LEDGER FASTENED TO FRAMING N/(2) 3"0.131" NAILS @ 16" O.G. UPLIFT CONNECTORS BEARING CONDITION TRU55 CONNECTOR LENGTH < 15' SIMP50N H2.5T SINGLE ROOF TRU55 BEARING ON > 15' 51MP50N HIOA WOOD STUD HALL/HOOD BEAM ROOF GIRDER TRU55 BEARIN6 ON HOOD STUD WALL/WOOD BEAM ALL 51MP50N HT520 51N6LE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARIN6 ON GMU HALL ROOF 6.T., FLUSH BEAM OR ALL (2) SIMP50N HETAI6 FLUSH G.T. BRO. ON GMU WALL ALL BEARIN6 POINTS OF EACH ROOF TRUSS 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 ANSI/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTED WOOD TRU55 CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REGUIREMENT5 OF ASGE-1-10. ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRAHIN6 SHALL SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR SPECIFICATIONS AND LOADS 5HOHN ON THE SHOP CARDS. LEGEND • ® INTERIOR BEARING HALL • _ _ _ _ = BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF SHEARNALL o I: ' : I EXTENT OF OVERFRAMIN6 L---'J • ....­­ --,,,,,,,,INDICATES 1/8"A" 5AH GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE Wit' (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE 50LID BLOCKING UNDER P05T OR JAMB ABOVE. HOLPOWN / STRAP SCHEVULE SYMBOL SPECIFICATION FASTEN BUILT-UP P05T5 SUPPORTING ROOF G.T. TO GMU HALL N/ (1) 51MP50N M5TGM40 STRAP N/ (12) Y4" 5T-1 DIA x V4" LONG TAPGON5 INTO GMU. DE516N ACCOUNTS FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5. (USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.0) GENERAL STRUCTURAL NOTES • 0FLORIDABUILDING CODE. 5 BASED ON bth EDITION 2 17 FL L DESIGN I BA E • HOOD FRAME ENGINEERING 15 BASED ON ND5, "NATIONAL DE516N SPECIFICATION FOR HOOD CONSTRUCTION" - LATEST EDITION. • DESIGN LOADS: ROOF LIVE = 20 PSF DEAD = I P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 5TAIR5 $ DECKS) = 30 PSF @ SLEEPING AREAS = 50 PSF @ GARAGE = 200 # POINT LOAD @ 6UARD5/HANDRAILS = 50 P5F @ GUARD IN -FILL COMPONENTS DEAD = 10 P5F (20 PSF TOTAL @ TILE) HIND ULTIMATE HIND SPEED 4 EXPOSURE AS LISTED RISK CATEGORY 11 GENERAL FRAM I N6 • EXTERIOR WOOD STUD BEARING HALLS SHALL BE 2x 5PF#2 OR 5YP#2 ® I b" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARING HALLS SHALL BE 2x 5PF OR 5YP 'STUD' GRADE LUMBER m 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR SHEARHALLS SHALL BE CONSTRUCTED WITH 2x 'STUD' GRADE MEMBERS SPACED @ I b" O.G. (MAX.). • ALL NON -BEARING INTERIOR STUD WALLS SHALL BE CONSTRUCTED WITH 2x 'STUD' GRADE MEMBERS SPACED ® 24" O.G. (MAX). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD $ (1)2x KING STUD, MINIMUM. - THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK STUDS REQUIRED, U.N.O.. • ALL HEADERS, BEAMS 4 OTHER STRUCTURAL MEMBERS SHALL BE SPRUCE -PINE -FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS 4 HEADERS H/ 3-ROWS OF 3"x0.131" NAILS ® 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROH5 OF NAILS FOR 2xb 4 2x8 MEMBERS. • FACE NAIL BUILT UP 2x P05T5 H/ 3"0.131" NAILS a 1611 O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES 0 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • SHEATH ALL HOOD FRAMED EXTERIOR HALLS N/ 1/I6" 05B FASTENED N/ 2y2"xO.131" NAILS @ 6" O.G. @ EDGES � 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL EDOE5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE SOLID BLOCKING IN FLOOR SYSTEM UNDER ALL P05TS CONTINUOUS TO FOUNOATION/13EARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOHIN6: • L5L - Fb=2325 psi; Fv=310 psi; E=I.55xI0^b psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10^b psi • FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROWS OF 3"0.131" NAILS @ 8" o/G OR 2 ROWSY4"x3Y2" 51HP50N 505 5GREH5 (OR 3Y2" TRU55LOK 5GREH5) ® 16" OIG. USE A MINIMUM OF 3 ROWS FOR BEAM DEPTHS of 14" OR GREATER. APPLY FASTENING AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAILS/5GREH5 2" FROM EDGE. 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 ROWS OF Y4"xb" SIMP50N 5D5 5GREH5 (OR b 3/4" TRU55LOK 5GREH5) 0 Ib" DIG. USE A MINIMUM OF 4 PONS FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES (ONE SIDE ONLY FOR TRU55LOK 5GREH5). LOCATE TOP AND BOTTOM SGREW5 2" FROM EDGE. A 50LID T 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 0 24" O.G. FLOOR FRAMING • 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 /TRUSS MANUFACTURER, UNLESS OTHERN15E NOTED. • I-JOIST/TRUSS SHOP DH65, SHALL BE SUBMITTED TO ARCH. 4 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 61ROOVE EDGES, FASTEN SHEATHING TO FRAMING MEMBERS H/ GLUE AND 3"xO.131" NAILS b" O.G. AT PANEL EDGES 4 12" O,G, AT INTERMEDIATE SUPPORTS, TYPICAL STAIR CONSTRUCTION NOTE5 • (3) 51N6LE PLY 2x12 STRINGERS FASTENED TO HEADER AT TOP OR LANDING, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM N/ (1) 51MP50N A35 CLIP AT EACH 5TRIN6ER. • FASTEN 2x6 P.T. PLATE TO CONCRETE SLAB N/ (3) 3/6" DIA. x 3 Y2" LON6 TAPGONS. • FASTEN END 5TRIN6ER5 TO ADJACENT HALLS N/ (2) 3"xO.131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE 3/4" FLOOR DEGKIN6 ON RISERS AND I" FLOOR DEGKIN6 ON TREADS. • SEE STAIR FRAMING SECTION FOR MORE INFO. seal rh N 77824 o .3 S TE CF g © copyright:®.,~;�® StructulafEhl1ihl8rkkg, c. a0 z Ji-= W W z o CD z W J Z Q o v I- U . 4 oc UJ = =a Jz Q. Mo W op Y mLr; y W p N oG cr) c. M&K project number: 068-200 1 1 project mgr: drawn by: issue date: NJM KGK 04.1 6-2 REVISIONS: date: initial: sheet: a r,• 0 J W 0 J Q W 2 Ld Q 0 U_ U) CD z a W Z) rr� U t I• 0 N 2 5D-1 5 SD- L L_ — — — L: CONCRETE SLAB: 3 %2" GONG. SLAB ON 6RADE (2500 PSI MIN) w/ 6x6-W1.4xW1.4 MESH OR FIBER MESH OVER 6 MIL. POLY ON q5% COMPACTED FILL OR VIRGIN SOIL. 6'-3 3/4" 10'-2 1/4" STEP 1 VARI E5 I I 35'-0" 10'-0" _ 12'-0" 13'-0" . PATIO SLAB: I 3 y2" GONG. SLAB ON 12" WIDE GONG.�� I GRADE (2500 PSI TURNDOWN EXTENDED I MIN.) w/ 6x6-W1.4xW1.4 MIN. 12" BELOW GRADE ( `� I MESH OR FIBER MESH w ON q5% COMPACTED FILL OR VIRGIN SOIL. HVAG 2 UNIT 5D-I I 3)12" STEP SD -I SD -I L— 5.6.0. REGE55 PER MANUFACTURERS INSTRUCTION NOTE: REFER TO BLOCK PLAN FOP, ALL DOWEL LOCATION DIMENSIONS. I I --- — 3y2" STEP ----- I 4 i NFV- GARAGE SLAB: 3 %2" GONG. SLAB ON GRADE (2500 PSI MIN.) w/ 6x6-W1.4xW1.4 MESH OR FIBER MESH OVER 6 MIL. POLY ON 15% COMPACTED FILL OR VIR61N SOIL. � 4 c� I i w . 00 2411x24"xl2" PLAIN 4100 6 GONG. FT6. w/ TOP OF SD -I FT6. 12" BELOW TOP OF SD - HOUSE SLAB (TYP. OF 2) L J 91 on 35' 5LAE3 PLAN • I� 5"xl6" THICKENED SLAB UNDER 10 BEARIN6 WALL SD -I (TYP.) -O N L — J SCALE: 1/4"=1'-0" (22x34 SHEET) SCALE: 1/5'*'-0" (IlxI1 SHEET) 2 5D- I LEGEND • ® INTERIOR BEARING WALL • _ _ _ _ = BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL -71 • I: ; I EXTENT OF OVERFRAMINO -'J • —INDICATE5 1/8"A" 5AW GUT CONTROL JOINT ..l INDICATE5 LOCATION OF REINFORCED GMU GORE (5EE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE SOLID BLOGKINO UNDER POST OR JAMB ABOVE. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES ff SGHEDULES seal x � `_ f�� •� a9 N 7 824 4 S �'.^��l'`s••.<0p'��o���� © copyright: '''�ii'C� P Struci!�heyc�klr�t� 0 C1 Z w w z CJ Z z o v� w � J Q i z= a� Ur z C C W � m � a JZ . Mo W CC D y 0 oCc m � W N � M a M&K project number: 068-200 1 project mgr: NJ M drawn by: KG K issue date: 04- `I 6-20 REVISIONS: date: initial: 05/20/20 KGK sheet: d O J LL W p W z O a d J � -' U w Ln d r", Y ~ Z Ld °J �r 0 I r— I 35'-0" 31_211 Y 41_0il V 61_2II V 1I_2II 1-6 11 V 1-1011 MB B -1 MB-1 M-1 g„ MB-1 1�_4�� 161_0il 11-0 41_811 ILO 31_211 31_211 4I_0il 18'-011 6 �_a �� 10'-411 35'-0" BLOCK PLAN SCALE: 1/4"= I'-0" (22x34 SHEET) SCALE: I/S"=1'-0" (Ilxll SHEET) I i— T_ LEGEND • ® INTERIOR BEARING WALL • _ _ _ = BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL • I: ' : I EXTENT OF OVERFRAMING •-.• ..•••._ --INDIGATE5 1/8"A" SAW GUT CONTROL JOINT INDICATES LOGATION OF REINEORGED GMU GORE (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE, PROVIDE SOLID BLOCKIN6 UNDER POST OR JAMB ABOVE. MA50NR1' LINTEL PETA I L5 REINFORCEMENT MARK DE5I6NATION TOP BOTTOM 5HEAR REINFORCEMENT MB-I SF5-OB/OT ----- ----- MB-2 SFS-IB/OT ----- (1) #5 MB-3 SFI6-I13/IT (I) #5 (1) #5 MB-4 SRF14-I6 ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-6RETE, QUALITY PREGA5T GO., AND LOTT'S CONCRETE. NOTES: I. ALL LINTELS W 5PAN5 6REATER THAN 14'-0" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORCEMENT 5HALL BE GRADE 60, fy=60 k5i 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOGATED DIRECTLY ABOVE THE OPENIN6 BELOW MA50NR1' LINTEL ASSEMBLIES, 5EE 5GHEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO GROUT GROUT ' BOTTOM REIN. PRECAST LINTEL w/ PRECAST LINTEL w/ EMBEDDED REINF. EMBEDDED REINF. e MB-1 MB-2 TOP REINF. OR GONT. CONT. BOND B EAM BOND BEAM REINF. = REINF. AS REQ'D - GROUT GROUT BOTTOM REINF. BOTTOM REIN. i -- PRECA5T LINTEL W PRECAST LINTEL w/ , EMBEDDED REIN. EMBEDDED REINF. N MB-3 MB-4 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES $ SCHEDULES seal; b ys,�p tl,� •e 4 y. eJ s— � s g. 6b °ry �SJ �,®.9 ��� 'ice N PO i r• S A B E OF e• ep�k � ,a v © copyright: f4twjIgAeI Struc�l�Al EJ9iEt�rilP Z LU w w Z CD �Z z w 0- J i a Z= Q4 U_ Q rJ c -42 W Cn � m � �Q J� Z CD W o cis y cCCO m air W C N C: n MI IV cIr M&K project number: 068-2001 project mgr: NJ M drawn by: KC K issue date: 04-1 6-20 REVISIONS: date: initial: 05/20/20 KOK sheet: Cz O Foo2.0 PPAP I ANAI r-)PnPPF-n Rt=AMC,. LEGEND • ® INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARNALL • I: • ; : I EXTENT OF OVERFRAMING • -- - INDICATES 1/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER POST OR JAMB ABOVE. HOLDOM / 5TRAF 5GHEPULE 5YMBOL 5PEGIEIGATION FASTEN BUILT-UP POSTS 5UPPORTIN6 ROOF 63. TO GMU WALL W (1) 51MP50N M5TGM40 STRAP W (12)%4" 5T-I PIA x V4" LON6 TAPGON5 INTO GMU. DE516N ACCOUNTS FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5. (USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.0) 4xb P.T. P05T PROVIDE (1) 51MP50N G520 STRAP ON EACH EXTERIOR FACE OF POST, W MIN 01 END LEN6TH DROPPED BEAM5 PER PLAN REAR W00D LANAI TYP. BEAM TO P05T CONN. SCAU: 3/4'=1'-O' ROOF FRAMING • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS CONNECTORS, • ROOF SHEATHING SHALL BE -f/I6" MIN. 05B/PLYWOOD 5HEATHIN6 2416, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS W 2 3/8"x0.113" RIN6 SHANK NAILS (R5R5-01 OR EGUIV.) @ 6" O.G. AT PANEL ED6E5 I$ ® 6" O.G. IN FIELD, FASTEN 5HEATHIN6 TO GABLE END I$ DRAG TRU55E5 w/ RIN6 SHANK NAILS @ 3" O.G. (U,N.O,). PROVIDE BLOCKING ALONG PANEL ED6ES AT FIRST 2 TRUSS BAYS FROM GABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGES, • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRUSS ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW w/ 51MP5ON VTGR CLIPS 0 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER NTCA ff TPI'5 BG51 I GUIDE TO 600D PRACTICE FOR HANDLIN6, INSTALLIN6 4 BRAGIN6 OF METAL PLATE CONNECTED WOOD TRUSSES," • ROOF TRUSS SHOP DN65. SHALL BE SUBMITTED TO ARCH d EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH $ SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER FASTENED TO FRAMIN6 w/(2) 3"x0.131" NAILS ® 16" O.G. UPL I fET CONNECTORS BEARING CONDITION TRU55 CONNECTOR LENGTH < 15' 51MP50N H25T 51N6LE ROOF TRUSS BEARIN6 ON > 15' SIMPSON HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRU55 BEARIN6 ON ALL 51MP50N HT520 WOOD STUD NALL/NOOD BEAM SINGLE ROOF TRU55 OR PORCH ALL SIMPSON HETAI6 BEAM BEARIN6 ON GMU NALL ROOF 63., FLUSH BEAM OR ALL (2) 51MP50N HETAI(b FLUSH 6.T. 13R6, ON GMU NALL ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR AS LISTED ABOVE. IT 15 THE RE5PON5113ILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION", MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REGiUIREMENT5 OF A56E-7-10. ALL UPLIFT CONNECTORS AND LOADS PER THIS DRAWING SHALL SUPERSEDE THE TRUSS MANUFACTURER'S UPLIFT CONNECTOR SPECIFICATIONS AND LOADS SHOWN ON THE SHOP CARDS. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES $ SCHEDULES seal; RED v No Tr824 v S ��,TE r °� 0 %% © copyright ; MUNRaU't do" Structural019I.O nig Inc, acD Z JLU w w Z c rn z w J CD CD Q .o0 m Z = ¢ o C) 4 pC F- W� c `o m � m � QCD J111-- Z C o V5 W o m lie 0 g y m` U� W c N cc M a MW project number: 068-2001 1 project mgr: NJ M drawn by: KG K issue date: 04-1 6-20 REVISIONS: date: initial: 05/20/20 KC6K AM LAMI 12 < �1 0 � O iL W Q 0 0 Q� � a ry d Z) Q O :XN FLOOR FRAM I N6 PLAN 0 , J -,-J SCALE: 1/4"= I'-0" (22x34 SHEET) SCALE: I/S"=1'-0" (Ilxl1 SHEET) i T I.J. T T T � z 0 Z IN LLJ J J sheet: SmI.2 LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ _ = BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL • I; I EXTENT OF OVERFRAMIN6 •- - -- INDICATES 1/8"A" SAW CUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE *: (SEE NOTES) J L METAL HAN6ER INDICATES POST ABOVE. PROVIDE SOLID BLOCKIN6 UNDER POST OR JAMB ABOVE. v 0 N 0 w v H ROOF FRAM I N6 • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS GONNEGTORS. • ROOF SHEATHING SHALL BE -1/I6" MIN. OSB/PLYWOOD 5HEATHIN6 24/�, EXPOSURE I, FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/a"x0.i13" RING SHANK NAILS (R5R5-01 OR EGUIV.) ® 6" O.G. AT PANEL E06E5 $ 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END $ DRAG TRU55ES w/ RIN6 SHANK NAILS @ 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALONG PANEL ED6E5 AT FIRST 2 TRUSS BAYS FROM 6ABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGES. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55ES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW W 51MP50N VTGR GLIP5 0 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRUSS MANUFACTURER, UNLESS OTHERN15E NOTED. • EREGT AND INSTALL ROOF TRU55ES PER WTGA � TPI'S BGSI I GUIDE TO 6000 PRACTICE FOR HANDLING, INSTALLING � BRAGIN6 OF METAL PLATE CONNECTED WOOD TRU55ES." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"0.131" NAILS ® 16" O.G. UPL I PT GONNEGTOR5 BEARIN6 CONDITION TRUSS CONNECTOR LENGTH < 15' 5I MP50N H2.5T SINGLE ROOF TRU55 BEARIN6 ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF C71RDER TRUSS BEARIN6 ON ALL SIMPSON HT520 WOOD STUD WALL/WOOD BEAM SINGLE ROOF TRU55 OR PORCH ALL SIMPSON HETAI6 BEAM BEARING ON GMU WALL ROOF 65,, FLUSH BEAM OR ALL (2) SIMPSON HETAI6 FLUSH O.T. BRO. ON GMU WALL ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE GONNEGTED WITH CONNECTOR AS LISTED ABOVE. IT 15 THE RE5PON51BILITY OF THE EN6INEER OF RECORD TO DE516N THE UPLIFT GONNEGTOR5 PER SEGTION 2.2 OF ANSI/TPI-2014 "NATIONAL DES16N STANDARDS FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION". MRK HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-10. ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWIN6 SHALL SUPERSEDE THE TRUSS MANUFACTURER'S UPLIFT CONNECTOR SPECIFICATIONS AND LOADS SHOWN ON THE SHOP CARDS. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES & SCHEDULES 9 seal. No 778 4 Ar a CZ F OF cD copyright : MUtAERf� fA °1,`nc Structural ng e ng, Inc. 0 (D z W W \/ z i z Z W J Q ZF- U WV) t— cr) JH Z W C W W M&K project number: O M a� .c c =o m E a'A co of to 219 m LO 0 N M d 068-200 1 1 project mgr: NJ M drawn by: KG K issue date: 04-1 6-20 REVISIONS: date: initial: 05/20/20 K6K d Q O LL ------J f1 W CD I� Q z 0 x W Q D RCC� SRAM I NCB PLAN SCALE: 1/4"= I'-0" (22x34 SHEET) LL � U SCALE: 1/6"=1'-0" (Ilxll SHEET) LL W Lo 0 �� 0 O X �-K-J sheet: Sm 1.3 FILLED CELLS (SEE PLAW TOP VIEW @CORNER 8" GMU BLOCK (1) #5 VERT. FROM FTC, TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN, 30" GROUT DELL SOLID R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) F —1 t; GONG. OR PAVER GARAGE WALL ° a'----- DRIVEWAY �— BEYOND _ _ lII—III—III-111=1 (s) C)._3 GRADE I I —III —I (I —III —III_ GARAGE SLAB m 4 (SEE PLAW o d —I I m l l l III ° I —I I- 1. III— e III—= 1) #5 DOWEL W/ 6" HOOK AT .6. a d d. d d --- I-1 I I — _=III I I I —I 11=1I —_I I I- ALL VERT. WALL REINF. (SEE PLANS FOR LOCATION) _ III=I I II I I=1I1=11I—III—I I= I=1I1=1 I' I1=1I' GLEAN COMPACTED 11=1 I1-1 FILL o a5s� 1' „ MONOLITHIC FOUNDATION I6"x8" THICKENED-11(—III—III—III—III—III—III= STANDARD DENSITY 1-0 W/ (2) #5 GONT. ON GHAIR5 E06E W/ (2) #5 —III—III—I I 1=1I 1=1 1=1-' MIN. CONT, WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 6" GMU WALL 5HOWN, FTC. SHALL BE I'-4" WIDE w/ (2) #5 BARS THICKENED EDGE @ GA�RA 6E DOOR DETAIL 1=OOTING SECTION W/ BLOCK DETAIL SCALE: WS 6" GMU BLOCK (1) #5 VERT. FROM FT6.- TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 5OL11 czx L d� O -1 GRADE o z ' :�IIIIIII� 6" WIDE COW. GONG. CURB N GARAGE SLAB (5EE PLAW > F d d. d .. .°. c III —I I —III —I III —III —III —I � 1= a°:a p llllllilllllilllllillll—' I 1 =i11 (I) #5 DOWEL W/ 6" HOOK AT _ I I I=III-1 ALL VERT. WALL REINF. III=1 1I I I 1=1 I 1=— II I' (5EE PLANS FOR LOCATION) II —III —III —III —I - CLEAN COMPACTED FILL ® 15% I'-0" MONOLITHIC FOUNDATION STANDARD DENSITY MIN. W/ (2) #5 GONT. ON CHAIRS WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 6" GMU WALL SHOWN, FTC. SHALL BE 1'-4" WIDE W (2) #5 BARS &LA! 61CURB DETA I LNrs 8" GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER 3/4" FURR STRIPS -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (5EE PLAW PORCH/PATIO/LANAI SLAB OR PAVERS (5EE PLANS) PER MANUF.. '. —I 11=11 11=111= I _ —I11—_ 111 __ a III-111-11I— c z I—_ 111 e I I ti 11-111 I I-1 —I l I- 11—III-111—_I � I I11-111=1 I I 1=1I11=111- -�n LU ; � m o 111-111 I111I II I I III —III —III III — I 111 II I I_ —III- MONOLITHIC �,I i 11111=11 �I FOUNDA I N W/ (2) #5 GLEAN COMPACTED FILL ® q5Y STANDARD 1'-0" GONT. ON CHAIRS DENSITY AND TERMITE 7 MIN. TREATED WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" GMU WALL SHOWN, FT6. SHALL BE 1'4' WIDE W (2) #5 BARS cat EXTERIOR OU75NI NCG 4 56D POURED 51 LL5 DETAIL SCALE: 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 T (SEE PLAW PAVERS (SEE PLANS) 4 d u drEML d II—IIIA dg1 I=I 11=1 111 I' —I � I- II 1=1 m III 4 11=1 11=1 I I- 111=111- '—"' " MONOLITHIC, GLEAN GOMPAGTEO TIII =1 I �_ FOUNDATION W/ (2) #5 FILL o 15% STANDARD 1'-0" 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 6 SCA�.E= NrS Y2"�Pxb" LONG PRESSURE SIMPSON TITEN HO TREATED BOTTOM SCREWS ®4'-0" O.G. PLATE AND 12" MAX FROM END OF WALL .d 411v ' d.� a. 4 — 1I—III—III—III— d A. d <. �I I I—III—III-111-1 I Ill UPLIFT GONNEGTOR5 5UCH A5 5TUD PLATE TIE5, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. NT. BEAR I NG WALL TOOT I NG DETAIL �NAI SLAB 6"x8" THICKENED SLAB W/ (U #5 GON I . (3JTHICKENEP EDGE DETAIL ALE: RM 8" GMU BLOCK (1) #5 VERT, FROM FTC, TO R4.1 FI-FOIL OR EQUAL BOND BEAM. LAP w/ OVER %" FURR STRIPS FOUNDATION DOWEL MIN. -PER BUILDER 30" GROUT CELL 50LID HOUSE SLAB PORCH/PATIO/LANAI (SEE PLAW SLAB OR PAVERS (SEE FLAW 4 —I I —III —I III —I I —I I I —I =I 11- dd. — 'I'- `� EXP JOINT - v —11111 d 1 1 I —I 11-1 _ I I-1 I d=1 I I —I 11=1 11E 1) #5 DOWEL W/ 6" HOOK AT III —III- ALL VERT. WALL REINF. III=1 1=1 1=11 1 1= (5EE PLANS FOR LOGATIOW GLEAN COMPACTED I111111III II j I I .I FILL ® q5%' MONOLITHIC FOUNDATION STANDARD DEN511 Y 1-0 W/ (2) #5 GONT. ON MIN. 1 CHAIRS WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" GMU WALL 5HOWN, FTC. SHALL BE 1'-4" WIDE w/ (2) #5 BARS EXTERIOR WALL ® PORCH/PATIO/LANAI DETAIL SCALE: NTS Y2" GYP, BD. EA. 51DE OF 2x4'5 ® 16" O.G. Y2" J-BOLT5 6" FROM EA. END OF WALL AND SPACE ® 32" O.G. 2" (6" MIN. EMBED) w STUD PLATE TIES PER Q PT BOT. PLAN 0 STUD TOP } PLT. BOT. edL d ad (2) #55 GONT. W/ „ 3" MIN. CLEAR 8 S UPLIFT GONNEGTOR5 SUCH AS STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. ' &A�RA6E 5TEP DOWN DETAIL SCALE: WS 8" GMU BLOGK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID z�x (z O BADE 111=111—III—III= R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOUSE SLAB (SEE FLAW seal: a N 7,7624 -q : o 6dF'e,,V a m e a �00®0 ©copyright:MdeW, f&KDupp,V. St ru ct u rftb�lree dlllilk ac0 Z J� w w Z o rn Z z w J Q a. CD Q -0 Z= C3 A rr4 � c m W C/) .5 j =-a m� Q JZ >• Mo C3 0 Y W 0W y M WCM o N cY a M&K project number: 068-2001 1 project mgr: NJ M drawn by: KG K issue date: 04-1 6-20 FREVISIONS: initial: KGK I —III—II I=III- � PVG CHASE SLEEVE TO BE % TWIGE THE DIAMETER OF �' 11=1 I I —III--- . —� I , crz GLEAN GOMPAGTED =III—j1 FILL ®q5% MONOLITHIC FOUNDATION Q, STANDARD DENSITY 1 N W/ (2) #5 GONT. ON GHAIR5 l� MIN, r � WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" GMU WALL SHOWN, FTC. SHALL BE 1'4' WIDE W (2) #5 BARS 8 GHA�SE DETAIL J d H W 0 z 0 d 0 z Z) LL sheet: Q C] O � J � Q z 0 x Q W J -' d � W Lo 4 � Y Z LLJ O JJ SDm I SCAR: We SCALE: NM PROVIDE SOLID SHIM BETN'N TRUSS GONNEGTOR IF TRUSS LOCATED LE55 THAN I Y2" FROM CONNECTOR. NHERE TRUSS IS GREATER THAN I Y2" FROM UPLIFT GONNEGTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 2 %"x0.113" RIN6 SHANK NAILS @ 6" O.G. 2x6 FASCIA -SEE ARCH REINF. MASONRY LINTEL/ BEAM - - SEE PLAN FOR SPECIFICATIONS. 2x EXTERIOR WALL -SEE PLAN FOR 5HEATHIN6 AND CONNECTION 5PEG5. - EXTERIOR HALL 5HT'6. TO RUNS GONTINUOU5 FULL HE16HT OF WALL FROM BOTTOM OF LADDER TRU55 TO TOP OF DOUBLE TOP PLATE 2 Y2"xO.131" @ 3" O.G. INTO 5OLE- PLATE LADDER TRUSS. FASTEN LADDER TRUSS TO EA. BLK6 PANEL N/ (3)3 Y4"xO.131" NAILS MIN. 2 Y2NO.131" @ 3" O.G. INTO LADDER TRUSS FASTEN LADDER TRUSS TO GMU- BOND BEAM N/ 51MP50N 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 NALL -SEE PLAN FOR VERT. 8 HORZ. REINF. 5PEG5 SECTION Ed TIOS/4'=1'-0" SEE UPLIFT GONNEGTOR 5GHEDULE ON PLANS FOR GONNEGTOR 5PEGIFIGATION5 CONNECT EACH END OF MASONRY LINTEL TO TOP OF PIER/ NALL N/ (1) #5 BENT DOWEL N/ 24" LE65 FASTEN 50LE PLATE TO TOP CHORD OF LADDER TRU55 W 3"xO.131" NAILS @ 6" O.G. FASTEN FLOOR FLOOR TRU55E5 5HT6. TO FIRST -PER PLAN TRU55 N/ 3"0.131" NAILS ® 6" o.c. 2x4 (MIN.) 5PF #2 BLOGKIN6 A5 SHOWN AT 48" o.c. FACE NAILED TO TRUSS TOP $ BOTTOM CHORD N/ (4) 3"0.131" NAILS. 8 GMU BOND BEAM N/ (1) #5 GONT. ALL LAPS IN MASONRY 25" 1311►I�I�� #5 BENT CORNER BAR 6ROUTED CELL TYP. CORNER VERT. WALL REINFORCING DETAIL SGALt: NM FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 2 %"x0.113" RIN6 SHANK NAILS 6" O.G. w^ w 2x FA5GIA -SEE ARCH 2x SHEAR NALL - SEE PLAN FOR 5PEGIFIGATION5. - FASTEN ROOF 5HEATHIN6 TO 2x BLOGKIN6 N/ 2 3/e"xO.113" RING SHANK NAILS ® 6"O.G.- ROOF TRUSSES 24"O.G. � HAN6ER -BY TRU55 MANUR VERT NALL REINF. TO - EXTEND INTO BOND BEAM 8" REINF. GMU NALL - -5EE PLAN FOR VERT. 4 HORZ. REINF. SPECS SECTION TIONgm:LK a/¢'= I'-0" SEE UPLIFT GONNEGTOR 5GHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS FASTEN ROOF TRUSS TO DOUBLE TOP PLATE N/ (3) 3 Y4"xO.131" TOENAILS 2x6 BLOGKIN6 IN EA. TRUSS BAY FASTENED TO EACH GRO551 N6 STUD N/ (3)3 Y4"xO.131" NAILS SEE DETAIL 31 FOR ADDITIONAL GONNEGTION INFO 5HT6. FA5TENIN6 FLOOR TRU55E5 -PER PLAN 8" GMU BOND BEAM N/ (1) #5 GONT. BY WINDON/DOOR MANUFACTURER NOTE5: FASTEN TOP CHORD OF END TRUSS OR 2x4 NAILER THRU NALL 5HEATHIN6 TO EXT. NALL STUDS N/ 3"xO.131" NAILS @ 16" O.G. FLOOR TRUSSES -SEE PLAN 8" GMU BOND BEAM N/ (1) #5 GONT. - I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF NINDON/DOOR, FASTEN BUCK TO MA50NRY IN (1) ROW OF 3/(6"x4" TAPGON5 6" FROM ENDS AND 169" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM E06E OF BUCK. 2. BUGK5 LE55 THAN 2X TO BE FASTENED N/ GUT NAILS OR EQUIVALENT. STRUCTURAL GONNEGTION OF NINDOW/DOOR TO STRUCTURE BY OTHERS IN THI5 GA5E. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X BUCKED OPENING, USE (3) ROWS OF 3"xO.I31" NAILS STAC66ERED © 12" O.G. EA. 5000E551VE BUCK. 4. MIXING OF IX AND 2X BUGKS SHALL BE PERMITTED FOR THE SAME OPENIN6 IF WINDOW MANUFACTURER AND PLAN REGtUIREMENT5 (FASTENING) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK N/ (2) RON5 OF 2Y2"xO.131" NAILS @ 16" O.G. FASTEN WINDOW/DOOR TO 2X PER NINDOW/DOOR MANUFAGTURER'5 5PEG5. & WI NVONVOOR BUCK DETAIL %A , NTS B!E ION/4'=1'-0' FASTEN ROOF 5HEATHIN6 TO END TRUSS OR 2x4 NAILER N/ 2 Y2"xO.131" NAILS ® 6" o.c. FASTEN BOTTOM CHORD OF END TRUSS OR 2x4 NAILER TO LADDER TRU55 VERTICAL OR 2x RIBBON N/ 3"xO.131" NAILS @ 16' O.G. VERT NALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. GMU NALL -SEE PLAN FOR VERT. 4 HORZ. REINF. SPECS EXTERIOR NALL 5HT'6. TO RUN CONTINUOUS FULL HE16HT OF NALL FROM BOTTOM OF RIBBON TO TOP OF DOUBLE TOP PLATE 2 Y2"x0.131" @ 3" O.G. INTO SOLE PLATE 2x GONT. RIBBON (TOP 8 BOTTOI FASTEN TO EA. TRUSS VERTICAL N/ (2) 3 Y4"xO.131" NAILS 2 Y2"xO.131" ® 3" O.G. INTO BOTTOM GONT. RIBBON PROVIDE 51MP50N HETAI6 EMBEDDED STRAP @ EACH TRU55 (@ 19.2" O.G. MAX.) FASTENED TO END TRU55 VERTICAL OR TO BLOGKIN6/RIBBON VERT WALL REINF. TO - EXTEND INTO BOND BEAM 8" REINF. GMU NALL -SEE PLAN FOR VERT. 4 HORZ. REINF. SPECS SECTION 37 SCALE= 8/4•=1'-0' VALLEY 5ET OVERFRAMIN6 PROVIDE 50LID SHIM BETN'N TRU55 CONNECTOR IF TRUSS LOCATED LE55 THAN I Y2" FROM CONNECTOR. NHERE TRUSS 15 6REATER THAN I Y2" FROM CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL 0. 2x EXTERIOR WALL -SEE PLAN FOR 5HEATHIN6 AND CONNECTION SPECS. FASTEN 50LE PLATE TO GONT. RIBBON N/ 3"xO.131" NAILS @ 6" O.G. $ 5HEATHIN6 TO GONT. RIBBON N/ 2 Y2"x0.131" NAILS @ 6" O.G. FLOOR TRU55E5 -PER PLAN 8" GMU BOND BEAM N/ (1) #5 GONT. MAIN ROOF 5HEATHIN6 FASTEN EACH OVERFR TRU55 TO TRUSS BELO. WITH (I) 51MP5ON VTGR ® 24" O.G. MAIN ROOF TRU555 TYP I CAL OVERFRAM I NG CONNECTION DETAIL SCALE: N.T.S. LETTERED DETAILS ARE TYP I GAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REOU I RED ALL APPL I GABLE AREA5. THESE WHERE SPEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. f seal: 9 a IN `�,; s i b L ab cD copyright; M6i'Irti StructuralltfitRW' ;Vc. z Z J= w w Z o v� Z w J a m Q .n Z= F- Q� C) 1 'rUJI �- � � c � m C/) =� j m � Q Jz Q A LY MCD Y o0 CA2 W CMN C CM C. M&K project number: 068-200 1 1 project mgr: NJ M drawn by: KG K issue date: 04-1 6-20 1REVISIONS: date: initial: 05/20/20 K6K co o J LL, UJ W Q Z 0 0 � a. d J � J Q rn a Ia- UJ 0 Y 2 ~ z U) W J J sheet: SD2 s BOND -BEAM ��GONTIN. PRECAST HEADER 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GAST-GRETE CAST-GRETE WINDOW SILL, WINDOW SILL, OR EQUIV. OR EQUIV. DOUBLE WINDOW 55 NRY FIER DETAIQtA LE: NT5 TRIPLE WINDOW 51M. p RETROFIT DET I L SEE DETAIL I ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT SHOWN HERE FASTEN EA. ROOF TRU55 TO GMU W/ 51MP50N M5TMI(b TWIST STRAP. FASTEN STRAP TO GMU w/ (4))'4" DIA. x 2 Y4" LONG TITEN 5GREW5 PROVIDE MOISTURE BARRIER PLATE (PER TRU55 MANUF.) @ EACH TRUSS. PROVIDE 2x FLAT BLOCKING FIT T16HT TO ROOF TRU55E5 @ EVERY OTHER BAY FASTENED TO GMU W/ (5) Y4" DIA. x 3 YY LONG TAPGONS. FASTEN BLOGKIN6 TO ROOF TRUSSES W/ (2) 3 Y4"x0.131" NAILS @ EA. END. SEE DETAIL 31 ON STRUGTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT SHOWN HERE PROVIDE SOLID BLOCKING A5 REQ'D FOR STRAP FASTENING SEE DETAIL 38 ON STRUGTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT SHOWN HERE FASTEN EVERY OTHER FULL DEPTH BLOGKIN6 M5" 05B (MIN.), 0/4" LVL OR TRU55 ' TRUSS (W/ WEB BLOGKIN6 A5 REQ'D) TO 2x BLOGKIN6 FLOOR TRUSSES BLOGKIN6 PER MANUF.) @ 48" -PER PLAN O.G. FASTENED TO 2x BLOCKING FLOOR TRUSSES -PER PLAN W/ (I) SIMP5ON A35 GLIP W/ (1) 51MP50N A35 CLIP FASTEN EVERY OTHER TRUSS TO GMU41 W/ 51MP50N MT5MI6 T11115T STRAP. FASTEN STRAP TO GMU W/ (4)Y4" DIA. x 2 Y4 LONG TITEN SGREWS 4 FASTEN BLOGKIN6 TO GMU W/ SIMPSON MT5MI6 TWIST STRAP. FASTEN STRAP TO GMU wl (4)Y4" DIA. x 2Y4" LONG TITEN SGREWS �2x6 9 2x6 FLAT BLOGKIN6 (BETWEEN TRUSSES FLAT BLOCKING TO EA. SIDE OF - 16" MIN. LENGTH) FASTENED DOWN TO 05B BLOCKING (16" MIN. LENGTH) GMU W/ (5) Y4" DIA, x 3 Y2" LONG FASTENED DOWN TO GMU W/ (5) Y4" DIA. x TAPGONS @ EA BAY. FASTEN RIBBONL, 3 Y2" LONG TAPCONS. FASTEN LADDER RA THRU WALL 5HT6., TO 2x BLOGKIN6 W/ TRU55, TO 2x BLOGKIN6 W/ 3"xO.131" %"xO.131" NAILS @ 3" o.c. TOENAILS @ 3" o.c. (:RETROFIT DET� I L Q SCALE: RETROFIT DETAIL R SCALE: 8/4'=1'-0' seal: V � n iv %r"S1 24 =vim, 9/ ONV . �o © copyright: MULHE%i8 ftFm ;', Structural Engineering, Inc. z JQ= w w Z c rn z Z w J i °' Q m Z A U � 4 m UJ � m + a j 1 QCD J z CD Mo W ,y op y Occ m Lh W C3 cv MW project number: NOTES: I. UTILIZE 2-PART EPDXY OR (1) 51MP50N 068"200 1 1 OTHER ENGINEER APPROVED A35 CLIP @ EQUAL (I.E. 51MP50N ET EPDXY). EA. STRINGER 2. PROVIDE 3/4" DIA. HOLE FOR SEE TYP. FOUNDATION project mgr: N.J j`/[ DOWEL, BLOW OR BRUSH GLEAN. DETAILS FOR ADDITIONAL INFORMATION NOT SHOWN drawn by: KG K 3. FOLLOW MANUF. INSTALLATION HERE INSTRUCTIONS. FLOOR TRUSSES issue date: 04" 1 6"20 (5EE PLAN) FUTURE 8" GMU BLOCK #5 VERT. BAR TO BE 2x OR I" 05E3 FLOOR 63. REVISIONS: date: initial: LOCATED PER PLAN DRILL 6" INTO EXIST' I 0- IN GROUTED GELL DECKING (TYP•) - PROVIDE VERTICALS OR SOLID BLOCKING @ 05/20/20 KOK SLAB, EPDXY s DRIVE I � #5 DOWEL, PROVIDE MIN. -, EA. STRINGER LOCATION nofl �i 50" LAP SPLICE I I mo (3) SINGLE PLY 2x12 SOUTHERN PINE #2 f (OR BETTER) I STRI N6ER5 .. 4 . . (I) 51MP50N A35 CLIP GRADE —I (—III—III— I i. @ EA. STRINGER o .° .. a: a .: I —III —III —III= —1 —I I=1 111=111—I 11= 2x6 P.T. BOTTOM PLATE l� 4_ ..p FASTENED TO CONCRETE , _ I —III —III a-. 1=III—III= W/ (3) %," DIA. x 3 Y2" LONG TAPGONS a -I 1 I, III ;III ,III=j 1 Cz rr �1 MISSED DOWEL RETROFIT DETAIL 5 (D�v�- LETTERED DETAILS ARE T'I'PIGAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN SPECIFIC, AND ARE ONLY REGU I RED ALL APPLICABLE AREAS. THESE WHERE SPEG I E I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. P-P., �1 1% � o J � ,Q J ui W W Q z 0 0 IL .a D J y � a Ln d I�— 2 W o Y F Z LLJ J J sheet: SDm3 d I& r PERMANENT ROOF TRUSS BRACING NOTES: (SINGLE FAMILY HOME OR TOWNHOUSE CONSTRUCTION, 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 (BC51) "GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6, RE5TRAININ6 4 BRACING OF METAL PLATE CONNECTED WOOD TRUSSES," (2008 EDITION). 2. TOP CHORD BRACIN6: TOP CHORDS SHALL BE BRACED BY DIRECT -APPLIED PLYWOOD/05B SHEATHING. • IF SHEATHING 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRUSS OR TO PURLINS FASTENED TOP CHORD, CONTACT M4K FOR BRAGI46 DE516N. 3. BOTTOM CHORD BRAGIN6: a. THE BOTTOM CHORDS SHALL BE BRACED BY DIRECT -APPLIED 6.NB. GEILIN6 4. WEB MEMBER BRAGIN6: THE TRUSS MANUFACTURER SHALL INDIGATE THE TRU55 MEMBERS (NEB5, VERTICALS) THAT REQUIRE LATERAL BRAGING/RESTRAINT. a. 'T' OR 'L' BRACE: WHERE BRAGIN6 15 REQUIRED AS INDICATED ON SHOP DRANIN6, UTILIZE 'T' OR 'L' BRACES (REFERENGE 15051-133 FI6URE5 B3-18 4 133-14). SHOP APPLIED REINFORCEMENT PER BC51-133 FI6URE5 133-22 4 BC-23 15 ACCEPTABLE. • 'T' 4 'L' REINFORCING MATERIAL SHALL MATCH THE 51ZE OF THE NEB/VERTIGAL MEMBER. • 'L' 4 'T' REINFORCING TO BE A MINIMUM OF 90% OF THE LENGTH OF THE NEB/VERTICAL MEMBER. • FASTEN 'L' OR 'T' REINFORCIN6 TO NEB/VERTICAL N/ I6d GUN NAILS (0.1310 1/2") AT 6" O.G. b. CONTINUOUS LATERAL BRAGIN6 ALTERNATE: WHEN THREE (3) OR MORE SIMILARLY CONFIGURED ROOF TRU55E5 AL16N, CONTINUOU5 ROWS OF LATERAL BRAGIN6 MAY BE U5ED IN LIEU OF THE ABOVE -NOTED 'L' OK 'T' BRACE5. • CONTINUOU5 ROWS OF LATERAL BRAGIN6 SHALL CON515T OF MINIMUM 2x4. RON5 SHALL BE LAP 5PLIGED ONE TRU55 BEYOND IN EACH DIRECTION. 5EGURE BRACE TO EACH TRU55 COMPRESSION WEB w/ (2) 16d 6UN NAILS (0.1310 1/2"). • CONTINUOU5 LATERAL BRAGIN6 SHALL BE RESTRAINED BY DIAGONAL BRAGIN6 (MIN. 2" THICK NOMINAL LUMBER 4 MINIMUM 5PF '5TUD' GRADE MATERIAL). THIS BRAGIN6 15 TO BE CONTINUOUS. PROVIDE ONE ROW OF DIAGONAL BRAGIN6 AT VERTICAL NEB MEMBERS OF TRUSSES GLO5E5T TO EACH GABLE END NALL 4 ADDITIONAL DIAGONALS AT 20'-0" A5 REQUIRED. DIAGONAL BRACE NAILED TO OPP051TE PROVIDE (2) 16d NAILS ® 51DE OF WEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIRECT -APPLIED PLYWOOD/0513 A✓I ROOF SHEATHING GONTIN. LATERAL BRAGIN6 TO LAP ACK055 MIN. (1) TRU55 BAY A5 SHOWN 2x5TRONOBACK (NOT REGV FOR 5TRUGTURE) DIRECT -APPLIED PLYWD/OSB COMPRE5510H WEB (5LOPIN6 OR VERTICAL) CONTINUOUS LATERAL BRACE ALTERNATE ® (3) OR MORE ADJACENT 51MILAR TRUSSES (5EE INDIV. TRU55 SHOP DRANIN65 x FOR LOCATIONS) 2x 5TRONOBACK MAY BE INSTALLED FOR GO145TRUGTABILITY TO KEEP EVEN 5PACIN6 AT BOTTOM CHORD NOT REGV FOR 5TRUGTLW DIRECT -APPLIED 6118 CEILING SECTION B-B ALTSZMTE METHOD WHERE (5) OR MORE 514LAK TWISSE5 ARE 6ROUPED Q 7 DIRECT -APPLIED 6N5 GEILIN6 — TYPICAL TRU55 ELEVATION WEB MEMBER REQUIRIN6 BRAGIN6 AS INDICATED BY TRUSS MANUFACTURER 2x STRON65ACK5 MAY BE INSTALLED FOR CON5TRUGTABILITY TO KEEP EVEN SPACING AT BOTTOM CHORD NOT REOV FOR STRUGTURE) 'L' OR 'T' BRAGIN6 NE55 DE516NATED BY TRUSS MANUF. PERMANENT TRU55 5RAGIN6 OETA I L5 4 NOTES SG,41.E: N" DIRECT APPLIED 0EILIN6 LETTERED DETAILS ARE TYPICAL FOR TH 15 HOME $ SHALL BE IMPLEMENTED IN ALL APPL I GABLE AREAS. THESE DETAILS ARE NOT "GUT" ON THE PLANS. NUMBERED DETAILS ARE PLAN 5PEG I F I G AND ARE ONLY REQU I RED WHERE 5PEG I F I GALLY I ND I GIFTED ("GUT") ON THE PLANS. seal'ryw c a d s � _ copyright StructufllJgrfv6een'4 Inc. LD Z JLU W W Z Z W Q ZH U WW I — cry xIc JH z W 0 M&K project number: N 0 a) a .a a v A c E m E °) o ;a o op to M N CM d 068-2001 1 project mgr: N J M drawn by: KG K issue date: 04-1 6-20 REVISIONS: date: ingial: 05/20/20 K6K a C 0 W o .1 i H w � W Q z C) 0 x J � � � 0 � U a Ln a oY z LLJ J J sheet: )- '+v v ti