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HomeMy WebLinkAbout6887 Shelby Lynn WayABBREVIATIONS 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 BRK. BRICK OHGD OVERHEAD GARAGE DOOR OPER OPERATOR C.J. CONTROL JOINT OPNG OPENING 9- CENTER LINE OPT OPTIONAL CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD COL. COLUMN OZ OUNCE CONC. CONCRETE 1/R ONE ROD COND. CONDITION 1/S ONE SHELF CONT. CONTINUOUS CANT. CANTILEVER PC PRECAST CLG. CEILING PDS PULL -DOWN STAIR CM CROWN MOLDING PKT POCKET DOOR CR CHAIR RAIL PNL PANEL PLYWD PLYWOOD D DRYER PREFAB PREFABRICATED d PENNY PR PAIR DBL. DOUBLE PROJ PROJECTED DIA. DIAMETER PSI POUNDS PER SQUARE INCH DIR. DIRECTION PSF POUNDS PRE SQUARE FOOT DN DOWN P.T. PRESSURE TREATED DR DOOR DW DISH WASHER QUAD QUADRUPLE DWG DRAWING D.S. DOWNSPOUT REF REFRIGERATOR DTL DETAIL REINF REINFORCED REQ'D REQUIRED EA. EACH PING 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 WC WATER CLOSET INSUL. INSULATION WD WOOD INT. INTERIOR WWM WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB AF vn an I an TM Companies 90 Matawan Road Matawan, NJ 07747 (732) 383-2200 ASHMERE ASPIRE ELEVATION "B" 6887 SHELBY LYNN WAY ZEPHYRHILLS, FL 33542 LOT 011 mmmmm��� 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: FELEVATION 1 ST FLR A/C 11,464 SQ. FT. ENTRY 33 SQ. FT. GARAGE 385 SQ. FT. TOTAL U R 1882 SQ. FT. [PATIO 1 100 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 A5.1 A5.2 WP1 E1.1 P1.1 S-0.0 F-1.0 F-2.0 S-1.3 SD-1 SD-2 PBSB-1 Ir COVERSHEET & BUILDING DATA GENERALNOTES FIRST FLOOR PLAN FRONT & REAR ELEVATIONS SIDE ELEVATIONS ROOF PLAN BUILDING SECTIONS TYPICAL WALL SECTIONS WATERPROOFING DETAILS FIRST FLOOR ELECTRICAL PLAIDiCODES vyRa�, SLAB PENETRATION PLAN STRUCTURAL NOTES SLAB PLAN ©RMNANCES BLOCK PLAN REVIEW ROOF FRAMING PLAN CITY ��T OF Z� p FOUNDATION DETAILS PLAN E)(A -- NER STRUCTURAL DETAILS STRUCTURAL DETAILS O C T 15 2020 „geeuu/11 No 77824 * :cc Z STATE OF •per O i AC 111116ieeee�� W � o°� wcc< (nV�w a�WF- cr J )wW :DcroCac ZzF_w W�a�a _x_ �U)000 =Zlic) azo cz''~ cz 0 0 U O two w� Vow 0 wA x� o z a"no wA 1•••1 MEMO O U) m< u Im w w w x U) O_ a O� N 01Z G aaaaa COMMUNITY; LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 10l2/20 SHEET GS 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 3/4" BUT NOT MORE THAN 1 1/4". A NOSING SHALL NOT BE REQUIRED WHERE THE TREAD DEPTH IS 11". 14AN1)R AIL.9 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 P/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 1'/2" CAN BE REDUCED BY 1/8". 3.2. THEY HAVE EDGES WITH A RADIUS OF NOT LESS THAN .0V. 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 /N THE FENESTRATION MANUFACTUREROS 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 OF A REGISTERED DESIGN PROFESSIONAL. • IN ACCORDANCE WITH FMAIAAMA 100, FMAIAAMA 200. FMAIWOMA 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 2'4" HIGHER THAN THE ROOF OR RIDGE THAT IS 10'4" 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) O C T 15 2020 pe, ® 4. -- No 77824 r e _ s . 4U r �: • STATE OF V ®HOC � � �� � V h�d► .y' c,®,�� �'�P11116i1�®a& W 2 CC ~ �00� wo a o �o u�UWw W Q = ~ CL(jWW n IIY °SZ� W Z cr_ga�Z J W (_ Cr Mcno0Q �=ZLLu) H Q Z n cz n Q o O � Q Q 0 0 U � o w Im qpmw O O m w w w Z a w 1< 0 w w cn Z O OG U G I i I Z OQ I I I IxZ aaaaa I I i I I I I I COMMUNITY: LINKS AT CALUSA SPRINGS E PLAN # 6100 L RELEASED: 10/2/20 SHEET i CS2 i vi C7 z_ 3 0 z 5 a w w 00 CC d� 00 co T O M x co N CONC. PATIO 10'x10' 35'-0" 7'-8" J 8'-8" 13'-4" 5'-41i *35 SH 35 SH 6068 SGD TEMP 54"X63" EGRESS 8'-8" CLG. CV M N 16-10" 15'-112" DINING AREA 8'-8" CLG. ADD 7/16" OSB co TO MECH. CL. CEILING FOR FIRE DRAFT STOP o T UB PER COMM. N� MECH co N SPEC cf) Ir--- ; RAG _ 1 HALL LOCATION BATH 8'-8" CLG. i28s8 I AHU ON i3'-92 I _12" STAND 6'-12" I J HALL -- R&S -- cn 8'-8" CLG L '- BR CL N T N��00 XFER — GRILL FOYER _ T 8'-8" CLG. 4'-6" es 2y 1,_72., 3'-92" co 6'_12„ BEDROOM 2 8'-8" CLG. 10'-0" *25 SH 37"X63" EGRESS e M Q � CV 4'-0" 6'-0" 10'-0" 11'-4" 91 ENTRY 8'-8" CLG. 4,_01' FLAT SOFFIT XFER GRILL 4' 42�� &)m 2de 13'-52 " CL = OWNER'S ------ - SUITE R&S N 8'-8" CLG. cV SH71 N i 5'-1 " �1-0 cc m SIN M T T-102" --- Lo 9'_62"rb c� Ilo I OWNERS - I w I ® I BATH �I I KI CHE $ -- g� 8'-8" cL ai 8' 8" CLG. cff Iil 2" �I I Op ICU I I '—cm OIL OI I ° CO I T('7 REF.-' II I WATER i . r BR � I LINE i II I 9'-3" T-52" 3'-102" � OS WIC oc i 8'-8" LG. r ch l I Pi F- LwL al O cc I I - I - i e - - R&S HI/LO --- �.1� XFER 2�csy R&S � T GRILL ---- CL N --- 3-72 3j2 m 3-112� - CL - R&S - L7 SIN �� _� co low NI IDY CLG. [a - 7 T-0 1 �-: I I L---1_u BEDROOM 3 8'-8" CLG. WASHER BOX O DRYER VENT 10'-72" An. �— 2868 SC W/ L LINE OF 2" `1 WH SELF CLOSER CONC. CURB N L22"X54"-- -� ATTIC BOLLARD PER 8" LACCESS _ _ J COMM. SPECS. 17'-4" 1/2" WALL BOARD ON GARAGE SIDE PROVIDE INSULATION AS REQ'D 2 CAR c GARAGE N 8'-8" CLG. 1/2" CEILING BOARD ABOVE F=--------------------------------------�1 I I I I 1_41 5'-0" 35'-0" 1 A5.1 FIRST FLOOR PLAN SCALE: 1/4"=1'-0" 16'-0" 18'-8" '-4 (40 CD w 0 w �x N co 00 x O cV N LEGEND SYMBOLS A BUILDING/WALL SECTION SAT MARKER OINTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE 1T1R 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 a 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 SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL SOLIDSURFACE BRACKETSPACED t7u IE6ROACNGOR COUNTERTOP GREATER THAN 10" TOP PLATE 2x4 STUD WALL V, Z„ MAx SEE PLANS FOR WALL LAYOUT 1/2" GYP• [BASE CABINET AS _ ;' 2 BD. PER SHOP DWGJ N — — WD.BAS A5.1 MOLDING FINISH FLOOR FINSH jj F OIORI rSUBFL00R TYPICAL DOOR PLACEMENT DIAGRAMS ODOORS LOCATED WITHIN A LENGTH OF WALL ARE TO BE CENTERED UNLESS DIMENSIONED OR NOTED OTHERWISE. DOORS LOCATED ADJACENT TO WALL B INTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. O C T 15 2020 No 77824 •: �e STATE OF dU IM w } 2 � 3.0 0 >- } >owC¢0 wF- Q Lu W w (LU)WLu Itcr °SZZ�w � _j Q Z wD-2T� �cn000 �=Z LL U) ZD �F-QCZ n W �v g� O2 H O O O U O..r 01 a) �' a 0 O 0 w w ONE" (L U) cn m< m w I.-. w 'Q 0 U 0 N 04 � o Z aa a aa COMMUNITY; LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 10/2i20 SHEET A I I . 4" WIDE STUCCO BAND / I +1 411 I0,4 I I \ +1 4"WIDE---� STUCCO BAND WINDOW HEAD & SILL DETAILS SCALE: 3/4"=1'-0" / 4" WIDE I STUCCO +1 BAND Ilk I 211 GARAGE HEAD TRIM DETAIL _ SCALE: 3/4"=l'-0" M c T A BLDG. HEIGHT Y ROOF SHINGLES PER COMMUNITY SPECS. (2--� T.O. MASONRY T.O.. WINDOW OD .1 4" WIDE co STUCCO BAND FIN. FLOOR — flimm 12 5 0 *35 SH 5:12 0 REAR ELEVATION SCALE: 1 /411=1'-011 5:12 12 5 11 3068 BAND RETURN FRONT ELEVATION SCALE: 1 /411=1'-011 6068 SGD 12 5 12 q 5 ROOF SHINGLES PER COMMUNITY SPECS. FUUMMIN-1111 I WE I F=—1 I WE 4" STUCCO 16070 GARAGE DOOR BAND (+1) 11 ROOF SHINGLES PER COMMUNITY SPECS. 4" WIDE STUCCO BAND (+1) 6" FASCIA, TYP. 1 4" WIDE STUCCO BAND (+1) PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE .r •'': FINISH .C:. •. n. �;.;.c..-.,..�%:.,;rr;'•. SAND TRIM COLOR FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C 1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C 1063 (CURRENT EDITION) O C T 15 2020 ou nape eeee,P,.mO�G No 77824 .: e�L - 3 STATE OF` ._��. A'��e1� S � cr- W �. _ Cr- F- Ill �001- wo <0 CV�w n Q:DWF- J � W W cc cr ZzzP:W cc J Q � J W CL _ Cr tL �C/p00 =ZLLC/) � F- cz� c OR H 0 �a a 0 0 cn 0 z O U on" OW-j co 4F- w w O w w a OEM" U) m< w Z w O O R U W 0 z Z O� ro Ics aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 10/2/20 SHEET i A201 12 5 LEFT ELEVATION SCALE: 1 /4"=1'-0" RIGHT ELEVATION SCALE: 1/4"=1'-0" 5:12 0 *25 SH 12 5 i. 5:12 0 12 5 lZ I� 5:12 L 12 5 ROOF SHINGLES PER COMMUNITY SPECS. ROOF SHINGLES PER COMMUNITY SPECS. PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH r`` ux`¢¢"'��'. 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) OCT 15 2020 4a,�0{{IIIllfff� G. F 4 o�� • No 77824 --ve :i= ° STATE OF • t o i\; PA, cc uj W w Z H O Z 30. O O W WZ 0 >0 Wpl— Q ? Lu W W J W W cr cr- Y 0 H Z ILOOC/) zzzp'z 2 J Wa=oCa �U) 0U Z IL CD �F-aZO cz-cz n �6 Q C O �Q Q U U) O Z m 0 0 w ma j w ww w wMEMO � A (n w w U) O U W U) z z oa �o �Zaaaaa COMMUNITY; LINKS A ALUSA SPRINGS FLAN # 6100 RELEASED: 10/2/20 SHEET' A2.2 z x :n z 5 3. 7) ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 1891 SQ. FT. 908 SQ. IN. UPPER VENT 40% NET VENT MIN. 363 SO. IN. UPPER VENT 50% NET VENT MAX. 454 SQ. IN. UPPER VENTS REQUIRED 48" TAMCO OFF -RIDGE VENT (138 SI NET FREE) 3 VENTS NET FREE AREA UPPER ROOF VENTING 414 SQ. IN. NET FREE AREA SOFFIT VENTING 494 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SO. IN. / LF. 75 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" O C T 15 2020 ,,0�•,gt111111/���,, • No n�••�'C ,'� = * : 77824 • 's STATE OF 0 • �Y';oD6�f�, C= W }2Ir Lu �001=— } Lu WOWC¢O p c�UWw QWH W J U) W pC=cccr o�SZ� W Z J ccgQ<Z W (L _ c 0_ �U)aLL (n H Q Z p cz-� , cz cz O �a Q 0 0 0 U Oi I Z � a o ma O w O a M U) m< w a w x U) 0 U G 1n #Q �o IxZaaaaa COMMUNITY; LINKS A CALUSA SPRINGS PLAN # 6100 RELEASED: 10/2/20 SHEEP A3 91 T.O. MASONRY _--_ T.O. WINDOW FIN_FLR_________ 1 llll� A5.1 ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) 2 A5.1 OnnC QLLNP2I CC 000 nnKARAI IAII'TV BUILDING SECTION SCALE: 1/4"=1'-0" A5.1 fTOM OF LINTEL "-4" A.F.F. OCT 15 2020 No 77824 r �* — r . ; i - r_ STATE OF : 40 o®s®��ST� O R ®°0�"0IV,� �'��/1157116i�, C: Lu } 2 CC Lu �OOF= - } WowC¢O U) 3: w Q = W a_ Lu WW � cr CC CC �Zz w - cr— (n LU a = (r �0)a0 �F-QZ� O �¢ Q O O O U O � mIm Z U w� O �� 1 t� w w ZLa aA M■•1 D w La im U) p< I U) W 0 z Z oa �o ±<<aaa Z COMMUNITY: LINKS A CALUSA SPRINGS PLAN # 6100 RELEASED: 10/2/20 SHEET AS. I SEE SOFFIT AT RAKE (BEYOND) ROOF PLAN REFER TO PLANS _ FINISH PER PLAN =_- 7/8 STUCCO OVER LATH W/ 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) ��BENT METAL FLASHING REFER TO "L" FLASHING DETAIL 2X LEDGER BOARD Y(REFER TO ELEV.) INSULATION AS 2X ALUM WRAPPED FASCIA PER SPECS. BD, WALUM DRIP EDGE PRE-ENGINEEREDV SOFFIT AS PER SPECS. GABLE END ROOF 1=4 IA TRUSS - REFER TO p Pi [El 19 HURRICANE STRAP EACH END OF STRUCTURALS TRUSS - REFER TO STRUCTURAL 1/2" (MIN.) CLG. BD. MASONRY LINTEL, SEE STRUCTURALS TYP. HIPPED PENT ROOF DETAIL SCALE: 1/2" = 1'-O" ROOF SHINGLES OVER 12 15# ROOFING FELT SEE ROOF PRE-ENGINEERED ROOF PLAN TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. TOP OF C.M.U. (REFER TO ELEV.) INSULATION PER J COMMUNITY SPEC. SEE SEE ENERGY CALCS. _ _ _ ELEVVSEESTRUCTURAL 1/2" (MIN.) CLG. BD. 2x6 ALUM WRAPPED FASCIA ix PT DRAPE BLKG BD. w/ALUM DRIP EDGE. ABOVE WINDOWS 1/2" SOFFIT PER SPECS G.W.B. WINDOW PER PLAN PLAN GYP.BD. — WINDOW SILL 1/2" GYP. BD. OVER RADIANT PRECAST WIN. SILL BARRIER INSULATION (R-4.1) ATTACHED TO 1x2 PT. FURRING @ 24" O.C. S//:LOPE GRADE AWAY BASE BOARD FROM HOUSE Jh 0 -0" FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. 1—STORY WALL P WINDOW SCALE: 1/2" = 1'-O" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS PROVIDE 2X4— FRAMED ENCLOSURE FOR ELECTRICAL PANEL, FINISH W/ Z" GYPSUM BOARD ELECTRIC METER LOCATION - SEE PLANS. VERIFY INSTALLATION IN FIELD STUCCO FINISH EXTERIOR— CMU BLOCK WALL NOTE: ELECTRICAL PANEL IS TO BE INSTALLED ACCORDING TO ALL APPLICABLE LOCAL, STATE AND NATIONAL CODES. VERIFY PANEL DIMENSIONS PRIOR TO CONSTRUCTION. I ffit;&ORT, BOARD Z 3 1 /2" g � GARAGE a N ELECTRICAL M PANEL • N CD co IT CONCRETE `ii CURB REFER TO PLANS GYPSUM - BOARD k GYPSUM BOARD NICHE FOP ELECTRICI PANEL & WIRING ELECTRICA PANEL EXTERIOR- CMU BLOC WALL CONCRETE CURB REFE TO PLANS CONCRETE - SLAB ON GRADE AT GARAGE FLOOR 1-STORY - MASONRY WALL 12 SEE ROOF PLAN 1/2" (MIN.) J CLG. BD. (p TYPE'X' GYP. BD. TO BE PROVIDED WHEN LIVING SPACE IS ABOVE GARAGE) ROOF SHINGLES OVER 15# ROOFING FELT PRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. -ioTOP OF C.M.U. (REFER TO ELEV.) SEE �2x6 ALUM WRAPPED FASCIA ELEV. BD. WALUM DRIP EDGE. SOFFIT PER SPECS SEE STRUCTURAL PLAN 8" CMU BLOCK W/ CEMENTITIOUS FINISH (BEYOND) EXPANSION JOINT GARAGE SLAB, DRIVEW4„jjSLOPE SPECS AY PER COMMUNITY SEE STRUCTURAL PLANS 4 0'-0" SLOPE f.I FIN. FL. El `—FOUNDATION M PER STRUCTURAL DRAWINGS WALL SECTION Qr GARAGE DOOR SCALE: 1 /2" = 1'-O" ATTIC FLOOR REFER OR SECOND LIVING SPACE TO PLANS -I- • -I- J IF MIN. ELECTRICAL PANEL NICHE AT CMU BLOCK WALL SCALE: 1 /2" = V-0" NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION O C T 15 2020 ��eeeeee�eo� No 77824 : 71-' � STATE OF 40• pieecil"Ot cr W �00 � >oWCQ0 W�I- Q p � H W W W ir D= °tSZZ-W J (n Q Z W CL _ ir tL �W000 =ZLLU) �F-QZ� cz-� • 4 zz Cz cz ro Q F-- 3 O _ Q Q 0 0 U 0 i WNW cn 0 O O 'a wj pm" < w wa �W a, cn U) m< w w w cn z O cn W G U) 0 6 � wZ G aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 10/2/20 SHEET A592 z in "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 ROOF/WALL SCREED 5X5 "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) ICE AND WATER SHIELD 15" VERTICAL AND 15" DOWN ROOF CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF CEMENT SHINGLE ROOFING 4) INSTALL WINDOW OR DOOR. FASTEN PER PRODUCT APPROVALS AND SEAL WINDOW OR DOOR FRAME TO P.T. WOOD BUCK AND MASONRY SEAL EDGE OF P.T. WOOG BUCK TO MASONRY 2) SET P.T. WOOD BUCK OVER CMU WATERPROOFING IN URETHANE SEALANT. FASTEN PER PRODUCT APPROVALS. 3) APPLY LIQUID WATERPROOFING MEMBRANE OVER THE TC AND EXTERIOR FACE OF BUCK AND SILL CMU OPENING WATERPROOFING SCALE: N.T.S. 8" THICK, 3 COAT CEMENT PLASTER 60 MIN. GRADE D PAPER BACKED LATH BARRICADE PLUS WRB (OR APPROVED EQUAL) / WRAP LAYERS OF BUILDING OVER NAILING FLANGE, STOP WRB APPROX. 1-1/2" ABOVE SHINGLES FWRAP ROOF/WALL SCREED 5X5 WALLFLASHING g'cv�o_ KICK -OUT FLASHING (SEE DTL. BELOW) N.14,1011. FASCIA WRAP FELT UNDERLAYMENT SHINGLE ROOFING DRIP EDGE: OVERLAP 3", EXTEND BELOW SHEATHING, MECH. FASTEN 4" O.C. MAX. KICKOUT DETAIL SCALE: N.T.S. STEP 1 FOLD 0 u FOLD INWARD @ PT. A STEP 3 vv FOLD @ ,W"" �Q7' 770 FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C EXTERIOR CMU WALL 1) PROTECTO WRAP LWM200 OR SIMILAR ON WINDOW SILL, JAMBS AND HEAD. APPLY AROUND CORNER AND EXTEND 6" ALL AROUND THE EDGES OF THE WALL PRECAST SILL STEP 2 0 m 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 O C T 15 2020 •. p� e �i • NO 77824 STATE OF coo` ` I rG�,f''-� 3 e •'�J�' �a, `,�� Ir LLI } _ cr F- LLI �00F }- W Q O p LLI a Q?3:Lu LLI g W JLLI— i cr O z z LI 6A- J Q J LLI a=oca _3 U) 0 U = z LL fn �I-Qzp � Q cz''r a6 4 cz Z44� Q o O O 0 LL o p t� Oj MEMO a� w aw � wcn < "Q w w w 2 X U) 'Q 0 U) W 0 z zw o� mo IZaaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 10/2/20 SHEET wp i DISCONNE FIRST FLOOR ELECTRICAL PLAN SCALE: 1 /4"=1'-0" IRRIGATION 2" PVC CONDUIT TIMER 2-2/0 COPPER 1 -1 /0 COPPER 0 OR 2-4/0 ALUMINUM 200 AMP 42 METER 1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT #4 COPPER OR ALUM. BREAKER PVC 1 /2" PVC CONCRETE ENCASED GROUNDED ELECTRODE Tb I iI ELECTRICAL RISER DIAGRAM NOT TOSCALE ELECTRICAL KEY 0 DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH J4 FOUR-WAY SWITCH KEYLESS LIGHT FIXTURE -� CEILING MOUNTED LED LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE 06 VAPOR PROOF LIGHT FIXTURE +m LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ® CHIMES (OPTIONAL) O PUSHBUTTON SWITCH (OPTIONAL) ® COMBINATION SMOKE / 002 DETECTOR ® SMOKE DETECTOR F4 TELEPHONE (OPTIONAL) Q TELEVISION (OPTIONAL) �a 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 LLI LU 0 O H } Lij wcccao cl cl�V5ow Q W J W W m cr cr 1= zzZ�W ¢Z 2 J � U) 0 = Z LL U CA 2I-Q?o � g cz n cz O 7d- r O � Q 0 U 0 ..i a) 4row o a 0� 0 U w U� m JCL M••r u �w m< j w w w w x X U) Z O E i i i i a 13 1 G I I I Z 0 I I I wZ 0 I aaaaa i I I I I c t i COMMUNITY: LINKS AT CALUSA SPRINGS c E PLAN # 61 o0 RELEASED: 10/2/20 i SHEET f El I i SLAB PENETRATION PLAN SCALE: 1 /4"=1'-0" W Lu �00� w cr < 0 p cnUWw a�wF- J � W W ir cr cr ,bZZ�W uj < -j Wa=CCa _3cnp00 p=zLL(n �I—Qzp q) cz O O O O 0 O � w o z I wa w a (L a. w< w U) z R a cn W G i i i U O i � G I I I I I I I I I I COMMUNITY. UN S CAI,USA SPRINGS . PLAN # 6100 RELEASED: 10/2/20 SHEET i P1.`i z w z 0 .. MASONRY L I NTEL A55EM5L I E5 5EE 5CHEOULE AND 5PECIFICAT10% FOR ADD'L INFO 6Ran 6Ran BOTTOM REINF. 14....... PRECAST LINTEL W PRECAST LINTEL W 1_4BIDED REINF. � Ld BEDDED REINF. MB-1 MB-2 m� TOP REINF. OR CONT. CONT. BOND BEAM BOND REAM REINF. REINF. AS REQ'D 6POUT FiROur BOTTOM REW N� BOTTOM REINF. • .. --- PRECAST LINTEL w/ rl PRECAST LINTEL W EMBEDDED REW 1545EDDED REINF. MB-3 MB-4 MA50NRY LINTEL DETAILS REINFORCEMENT MARK DE516NATION TOP BOTTOM 5HEAR REINFORCEMENT M13-1 8F8-013/0T ----- ---- MB-2 BF8-I13/0T --- (1) #5 M5-3 8F16-I5/IT (1) #5 (1) #5 M6-4 8RFI4-8 ----- ---- APPROVED LINTEL MANUFAGIURER5 ARE: GA5T-GRETE, QUALITY PREGA5T CO., AND LOT7'5 CONCRETE. NOTE-5: I. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-O" SHALL BE PRE51RE55ED. 2. 5HORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINTEL5 5HALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRESTRESSED LINTEL5. 5. ALL REINFORCEMENT SHALL BE 6RADE 60, fy=60 k9I 6. ALL LINTEL5 SPECIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW SHEET LIST INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.3 ROOF FRAMIN6 PLAN 50-1 FOUNDATION DETAILS 50-2 STRUCTURAL DETAILS P555-1 STRUCTURAL DETAILS GENERAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BASED ON 6th EDITION (2011) FLORIDA BUILDING CODE. • FOOTING DE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARIN6 CAPACITY OF 1,500 P5F. • ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT W/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALL5 TO SLAB WITHY4" DIA. x 23/4" LONG TAPGON5 o 32" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORR0510N-RE515TANCE COMPATIBILITY OF HARDWARE 8 FA5TENER5 IN CONTACT W PRE5ERVATIVE-TREATED WOOD. CONTACT LUMBER $ HARDWARE SUPPLIERS TO GOORD. • CONCRETE DE516N BASED ON AGI 515. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAYS, U.N.O.: f'c = 2,500 psi:....... FOOTIN65 2,500 psi:....... 5LAB5 ON 6RADE (INTERIOR $ EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 5HALL BEAR AT LEAST 12" BELOW FIN15H 6RADE. • FOOTIN65 AND 5LAB5 ON GRADE SHALL BEAR ON VIR61N 501L OR q5% COMPACTED FILL. • MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOK5 SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. • GROUT SHALL BE A5TM G416 F'c=3000 P51 w/ MAX %" AGGREGATE • CONCRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM COMPRESSIVE 5TREN6TH OF MOO P51 (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON AGI 550/550.1 • REINFORCED GMU GORES (AS INDICATED ON PLAN SHALL El BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTING DOWEL. • 6ROUT SOLID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" GONT. FULL LENGTH OF WALL W (1) #5 BAR GONT. (TYP. ® EXT. PERIMETER) • PROVIDE (1) #5 BAR GROUTED 50LID ON EACH 51DE OF ALL MA50NRY OPENINC75 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'-0" O.G. IN EXTERIOR WALLS. (AS SHOWN ON PLANS) • ROU6H OPENIN65 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE GORNER5 OF SLAB E06E5, AND OTHER LOCATIONS WHERE 5LA13 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" 5LAB) • JOINT5 SHALL BE LOCATED 0 12-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE AS GL05E TO 5QUARE-5 AS POSSIBLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SPECIFICATIONS (TYP. U.N.O.) DESCRIPTION OF BLD6. ELEMENT 3"4.131" NAILS 3'W.120" NAILS JOIST TO 50LE PLATE (3) TOENAILS (3) TOENAIL5* 50LE PLATE TO JOI5T/BLK6. (3) NAILS 0 4" o.c. (3) NAILS 0 4" o.c. STUD TO 50LE PLATE 2 TOENAILS (3) TOENAILS* TOP OR 50LE PLATE TO STUD 2 NAIL5 3 NAILS RIM TO TOP PLATE TOENAILS 0 8" o.c. TOENAILS o 6" o.c.* BLK'6. BTWN. JOISTS, TO TOP PL. (3) TOENAILS (3) TOENAIL5* DOUBLE STUD NAILS ® 24" o.c. NAILS ® 16" o.c. DOUBLE TOP PLATE NAILS 0 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE LAP 5PLIGE 1 NAIL5 IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP a CORNERS 4 INTER5EGTIN6 WALLS (2) NAILS (2) NAILS * 2Y2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3'W.120", SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE * ARE 5HOWN) TH 15 MODEL HA5 BEEN DE516NED IN AGGORDANGE WITH THE 6th EDITION (2011) FLORIDA BU I LD I N6 GODE (5EGTI ON 160q) LATERAL DE516N REQU I REMENT5 FOR THE FOLLOWIN6 WIND 5PEED EXP05URE ONLY: 140 MPH - EXP. B WIND I MPORTANGE FAGTOR = 1.0 INTERNAL PRESSURE: GOEFF I G I ENT = ENCLOSED, +/- 0.18 ANY WIND 5PEED/EXP05URE NOT L15TED HERE REQU I RE5 FORMAL EVALUATION I APPROVAL FROM MULHERN I KULP 5TRUGTURAL EN61 NEERI N6. EXTERIOR 4 SHEAR HALL SHEATH I N6 SPECIFICATIONS INDIGATE5 LOCATION AND EXTENT OF 5HEARWALL WHIGH REGUIRE5 5HEATHIN6 AND/ OR FASTEN I N6 SPEG I F I GATI ON5 BEYOND THAT OF STANDARD GON5TRUGTION 5YMB0L SHEAR PANEL SPEG. 15/52" PLYWOOD OR 05E3 FASTENED W/ PI 2Y2"x0.131" NAILS @ 6" o.C. ALON6 PANEL E06E5 AND 12" o.c. IN THE PANEL FIELD. 15/52" PLYWOOD OR 05E3 FA5TENED w/ P3 2Y211x0.131" NAIL5 ® 3" ox. ALON6 PANEL E06E5 AND 12" o.C. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALLS w/ 15/32" PLYWOOD OR 055 FASTENED w/ 2 "0.131" NAILS a 6" O.G. AT ALL PANEL ED6E5 AND ® 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL E06E5 SHALL OCCUR OVER FRAMING OR 2X BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL EDGE AND FA5TENIN6 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 w/ 3,142"x0.131" NAILS ® 16"o.c. USE (8) 3142"xO.131" NAILS ® EA. LAP SPLICE. (TYP. U.N.0) 4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENIN65. 5. SEE ARCHITECTURAL DRAWIN65 FOR ADD'L WALL CONSTRUCTION REQUIREMENTS. 6. ALL EXTERIOR WALL5 ARE GON51DERED 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'-0" TALL OPENINC75 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LONG AS THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 E06E NAILIN6 REQUIRED AND OCCUR 16" MINIMUM FROM THE ENDS OF THE 5HEARWALL. Window � Door A l loveable Wind Pre55ure5 140 MPH Wind Zone Ex o5ure B OPENING 51ZE INTERIOR ZONES END ZONES 6 6crage Door +18.5 P5F/-20.9 P5F +18.5 P5F/-20.q P5F lb, Garage Door +I1.1 P5F/-Iq.1 P5F +I1.1 P5F/-iq.l P5F 10 SOFT. +21.2 P5F/-22A P5F +21.4 P5F/-28.3 P5F 20 SOFT. +20.2 P5F/-22.0 P5F +20.2 P5F/-26.4 P5F 50 SOFT. +Iq.O P51F/-20.8 P5F +Iq.O P5F/-23A P5F 100 SOFT. +10.0 P5F/-Iq.8 P5F +18.0 P5F/-22.0 P5F 500 SOFT. +15.8 PW-11.6 P5F +15.8 FIW-11.6 P5F mEnd Zone 15 defined as the smaller of 10% of least horiz. dim. or 40% of mean roof height. NOTE: Pressures charted here are allowable pressures and have been reduced per A5GE 1-10 section 2.4.1 from ultimate pressures. Divide allowable pressures above by a factor of 0.6 to obtain ultimate pressures. ROOF FRAMIN6 • 5EE ROOF TRU55 UPLIFT GONNEGTOR 5GHEDULE FOR ALL ROOF TRU55 GONNECTOR5. • ROOF 5HEATHIN6 SHALL BE 1/I6" MIN. 058/PLYW000 5HEATHIN6 246, EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"xO.113" RIN6 SHANK NAILS (R5R5-0I OR EQUIV) a 6" O.G. AT PANEL ED6E5 4 0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END 8 DRAG TRU55E5 W RING SHANK NAILS 0 3" O.G. (U.N.0). PROVIDE BLOGKI% ALONG PANEL E1?6E5 AT FIRST 2 TRU55 BAY5 FROM 6ABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR GLIP5 o 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRUS5E5 PER WTGA 4 TPI'S BG51 I GUIDE TO GOOD PRACTICE FOR HANDLIN6, IN5TALLI% $ BRAGIN6 OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRU55 SHOP 01165. SHALL BE SUBMITTED TO ARCH 8 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRU55E5 W 2x4 LEDGER FASTENED TO FRAMIN6 w/(2) 3"xO.131" NAILS a 16" O.G. UPLIFT CONNECTORS BEARIN6 CONDITION LENGTH CONNECTOR < 15' 51MP50N H2.5T 51N6LE ROOF TRUSS BEARING ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF C71RDER TRUSS BEARING ON WOOD STUD WALLAJOOD BEAM ALL 51MP50N HT520 51NGLE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL ROOF 6.T., FLUSH BEAM OR ALL (2) 51MP50N HETAI6 FLUSH G.T. BR6. ON GMU WALL ALL BEARING POINTS OF EACH ROOF TRUSS SHALL BE CONNECTED WITH CONNECTOR AS, L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DESIGN THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE-516N STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION". M4K HAS ENGINEERED ALL ROOF TRUSS UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A56E-1-10. ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWING SHALL SUPERSEDE THE TRU55 MANUFAGTURER'S UPLIFT CONNECTOR 5PEGIFIGATION5 AND LOADS SHOWN ON THE SHOP CARDS. LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ _ = BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL I: • : : : : : : : I EXTENT OF OVERFRAMIN6 L -'-'J •- -- - - -INDICATES I/6"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE 50LID BLOCKING UNDER P05T OR JAMB ABOVE. 6ENERAL STRUCTURAL NOTES • DESIGN 15 BASED ON 6th EDITION (2011) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON ND5, "NATIONAL DESIGN 5PEGIFIGATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DE516N LOADS: ROOF LIVE = 20 P5F DEAD = 1 P5F T.G., 10 PSF B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 STAIRS 4 DEGK5) = 30 P5F ® 5LEEPIN6 AREAS = 50 P5F ® GARAGE = 200 # POINT LOAD ® 6UARD5/HANDRAIL5 = 50 P5F ® 6UARD IN -FILL COMPONENTS DEAD = 10 P5F (20 P5F TOTAL @ TILE) WIND ULTIMATE WIND SPEED $ EXPOSURE AS L15TED R15K GATE60RY 11 6ENERRL FRAMIN6 • EXTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x 5PF#2 OR 5YP#2 a 16" O.G., OR BETTER (TYP. U.N.O. ON PLAN5). • INTERIOR WOOD STUD BEARIN6 WALL5 SHALL BE 2x 5PF OR 5YP 'STUD' GRADE LUMBER o 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x STUD' GRADE MEMBERS 5PAGED 0 16" O.G. (MAX.). • ALL NON -BEARING INTERIOR STUD WALLS SHALL BE CONSTRUCTED WITH 2x 'STUD' 6RADE MEMBERS SPACED o 24" O.G. (MAX). • ALL HEADER5 SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x KING STUD, MINIMUM. - THE NUMBER OF 5TUD5 SPECIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK STUDS REQUIRED, U.N.O.. • ALL HEADERS, BEAMS 4 OTHER STRUCTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS 4 HEADERS W/ 3-ROW5 OF 3"4.131" NAILS o 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 P05T5 W/ 3"4.131" NAILS o 16" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES o 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 w/ 1/I6" 05B FASTENED w/ 2V2"xO.131" NAILS ® 6" O.G. ® E06E5 $ 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOCKING AT ALL UNSUPPORTED PANEL E06E5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE 50LID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL P05T5 CONTINUOUS TO FOUNDATION/13EARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10A0 psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.OxIO6 psi . FOR 2 4 3 PLY 5EAM5 OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OF 3"xO.131" NAILS o 8" O/C OR 2 ROW5 Y4"x3Y2" 51MP50N 505 5GREW5 (OR 3V2" TRU55LOK 5CRE1615) a 16" OIG. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/56REW5 2" FROM EDGE. 50LID 3 Y2" OR 5 Y4" BEAMS ARE ACCEPTABLE. USE 2 ROW5 OF NAILS FOR 2xb 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OFY4"xb" SIMPSON 505 5GREW5 (OR 6 3/4" TRU55LOK 5GREW5) o 16" 0/G. U5E A MINIMUM OF 4 ROW5 FOR BEAM DEPTH5 OF 14" OR 6REATER. APPLY FA5TENIN6 AT BOTH FACES (ONE 51DE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. A SOLID 1" BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL STUDS IN CONTACT w/ GMU WA1_1_5 SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LONG TAPGON5 0 24" O.G. FLOOR FRAMIN6 • I-JO15T5/TRU55E5 SHALL BE DE516NED BY MANOR TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY I-JO15T /TRU55 MANUFACTURER, UNLE55 OTHERN15E NOTED. • I-JOI5T/TRU55 SHOP DW65. 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., EXP05URE I, TON6UE AND 6ROOVE E06E5, FASTEN 5HEATHIN6 TO FRAMIN6 MEMBERS W/ GLUE AND 311x0.131" NAILS 6" O.G. AT PANEL E06E5 If 12" O.G. AT INTERMEDIATE SUPPORTS. TYPICAL 5TAIR GON5TRUGTION NOTE5 • (3) 51N6LE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR LANDING, WHERE APPLICABLE, AND 2xb P.T. PLATE AT BOTTOM w/ (1) 51MP50N A35 CLIP AT EACH 5TRIN6ER. • FASTEN 2xb P.T. PLATE TO CONCRETE SLAB w/ (3) %," DIA. x 3 Y2" LONG TAPGON5. • FASTEN END 5TRIN6ER5 TO ADJACENT WALL5 w/ (2) 3"4.131" NAIL5 AT EACH STUD, WHERE APPLICABLE. • PROVIDE 9/4" FLOOR DEGKIN6 ON R15ER5 AND I" FLOOR DEGKIN6 ON TREADS. 9 SEE STAIR FRAMIN6 SECTION FOR MORE INFO. seak 15 J0ze a s u o® G. N 7 24 v :'S-' .. STATE .�_� OF .` ` A (D copi4 • MCP j ��62201 z _J w w Z C-= z W �- C Q N -0 Z= L) A c*- �4 oc = UJ X� 00 E a J� 9 A a� 0 Z W p n y o-cr 2 cQ m y �h W C N M d IV IV M&K project number: 068-200 1 1 project mgr: JSB drawn by: MJT issue date: 1 0-0 6-2 0 REVISIONS: date: initial: �•� 'ftm gz a C r, Q O � Ld LL 0 Z J °' � W N � X W a U �-" 2 co r U) F z J J sheet: SM0.0 seal: 35'_011 i ii I 1-0 n i-a " No 77824 • ® INTERIOR BEARING WALL �e�,,P,•\,e�'eP` a -3 0 16 • _ _ _ = BEARING WALL ABOVE _*7 = .-PATIO SLAB: BEAM /HEADER STATE OF • �: 3 y2" GONG. SLAB ON E"��''*: t� • LOCATION AND EXTENT OF 5HEARWALL © copyr 6RADE (2500 P51 lei �i,`�'` MIN.) W 6x6-N1.4xN1.4 EXTENT OF OVERFRAMIN6 MESH OR FIBER MESH L-__._I on C7 Z 0 ON a5% GOMPAGTED 0 •--..- - ----�--INDIGATE5 1/6"A" 5AW GUT GONTROL JOINT °C oLU FILL OR VIRGIN SOIL. o = z o INDIGATE5 LOCATION OF REINFORCED GMU GORE 2 (5EE NOTE5) Z HVAG UNIT 5D-I 5D-I "STEP 5D-I J L METAL HANGER + < 3 y2 INDIGATE5 P05T ABOVE. PROVIDE 50LID E E • • • • • • • • • BLOGKIN6 UNDER P05T OR JAMB ABOVE. Q a U_ �} r---i a--- +— i—�i—---------+ ii — E 10 -2 i 6 -2 1a -a REFER TO 5-0.0 FOR TYPIGAL LU m j 5TRUGTURAL NOTE5 5GHEDULE5 = a Q E W YCP 5.6.D. RECESS PER g o m y 0 MANUFAGIURERS � � M a N5TRUGTION i I I I • I I 1 M&K project number: I 068-200 1 1 I i � • I NOTE: REFER TO BLOCK project mgr: J S B PLAN FOR ALL DOWEL I i LOCATION DIMENSIONS. i I drawn by: MJT issue date: `I 0-06.20 • I � m REVISIONS: 2 i i i i I date: initial: 5D-I I o I i i I 2 0 I 5D-I I RS•� I I �~CU I Q' i • I-y 1_011 181_011 I I 5D-I 3 y2 �� 5TE — — — — 3 y2" STEP - � — .____L1000, A I 5D- I I 5D- I I d I I I C] 6ARA6E SLAB: I 0 L— — — — I 3 Y2" GONG. SLAB ON 6RADE I J (2500 P51 MIN.) W 6x6-NI.4xNl.4 I LL • I MESH OR FIBER MESH OVER 6 — — I MIL. POLY ON 95% GOMPAGTED I Lii 2 I FILL OR VIRGIN SOIL. I _ Z 5D-I 3 a. (n 0 5 5 LU) cv 5D-I I _ i I 5D-I JJ ' I w U L-------+-- •• •• lun j— O z n J 5D-I 101_0" I_sheet:::411 51_011 181_811 5��� ���N 35'-0" I SCALE: 1/4"=1'-0" (22x34 SHEET) 71 SCALE: 1/6"=1'-O" (IlxI1 SHEET) Fwl i,,o ' I � 1R111 I1L I�IR�a�7�I!I� r�1Tr"R ����!'lll'1��11�P114�ARN'r4INl'H LEGENP 351-011 31-211 4'-6 j' II 2I-/ II / 1-2II 4'-511 ^ 1_511 4 1_/ II 51-4 0 I I O I r— BLOGK PLAN • _ _ = _ = BEARING WALL ABOVE • BEAM / HEADER • = � = LOCATION AND EXTENT OF 5HEARWALL I: • ::: : I EXTENT OF OVERFRAMING • - --- -- ,-,--,,INDIGATE-5 I/8"A" 5AW GUT CONTROL JOINT ElINDIGATE5 LOCATION OF REINFORCED GMU GORE (5EE NOTE5) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKING UNDER P05T OR JAMB ABOVE. MAIBONRY LINTEL PETA I L5 REINFORCEMENT MARK DE5I6NATION TOP BOTTOM 5HEAR REINFORCEMENT M13-1 8F6-013/0T ----- ----- MB-2 8F8-IB/0T ----- (I) #5 MB-3 8F16-IB/IT (1) #5 (1) #5 MB-4 8RFI4-I13 ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S GONGRETE. NOTE5: I. ALL LINTEL5 w/ 5PAN5 GREATER THAN 14'-0" 5HALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REQURIED. 3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORGEMENT SHALL BE GRADE 60, fy=bO ksi b. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE51(;N. 1. ALL LINTELS ARE TO BE LOGATED DIREGTLY ABOVE THE OPENING BELOW MA50NR`I' LINTEL A55EMBL I E5 5EE SCHEDULE AND 5PECIFICATION5 FOR ADD'L INFO fRan Ai- BOTTO BOTTOM REINF. M A• PRECAST LINTEL w/ PRECAST LINTEL W EMBEDDED REINF. � L-4 EMBEDDl7� REINF.ME3--1 ME3--2 m� TOP PEW OR CONT. COW BOND BEAM BOND BEAM REINF. REW AS FWD 6ROUT - GROUT BOTTOM REINF. 4 BOTTOM REINF. -- PRECAST LINTEL W PRECAST LINTEL w/ EMBEDDED REINF. EMBEDDED REIN. CV MB-3 MB-4 IREFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES $ SCHEDULES No 77624 STATE OF �-(/� © coPYHO� `star v ,a1;ErN & KVLP i9':&gggYiic. a C-0 Z JFr w w Z o c0 °" z `- w CL J 0 Q -0 Z= E WW -+ m E a > A Q Jz g W Y � o y M W -O N CC c� a IV 7 M&K project number: 068-200 1 1 project mgr: J S B drawn by: MJT issue date: 1 0-06-20 REVISIONS: date: initial: do 0 J J LL L C� Q z 0 a � d W U) a Lu d U d 0 �. 0 z J i sheet: WALE: 1/4"=l'-0" (2204 SHEET) SCALE: I/&"= l'-0" (1110 SHEET) Fom2.0 L u r- L r, LU U- O 1 N LEGEND nnunnn � � • = _ _ _ = BEARIN6 WALL ABOVE • BEAM / HEADER • — — — LOCATION AND EXTENT OF SHEARNALL I: :I EXTENT OF OVERFRAMIN6 • -- --' -- INDIGATES I/8"xI" SAYW GUT CONTROL JOINT INDIGATES LOGATION OF REINFORCED GMU GORE El (5EE NOTES) J L METAL HAN6ER INDIGATES P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. ROOF FRAMIN6 • 5EE ROOF TRU55 UPLIFT CONNECTOR SGHEDULE FOR ALL ROOF TRU55 GONNEGTORS. • ROOF 5HEATHIN6 SHALL BE 1/16" MIN. OSB/PLYNOOD SHEATHING 24%, EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/B"x0.113" RIN6 SHANK NAILS (R5R5-01 OR EQUIV) 0 6" O.G. AT PANEL E06E5 4 0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END $ DRA6 TRU55E5 w/ RING SHANK NAILS 0 3" O.G. (U.N.0). PROVIDE BLOGKIN6 ALONG PANEL E06E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE GLIPS ALONG UNSUPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND GONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY 5ET5. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR GLIPS 0 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPEGIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERHISE NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER NTGA 4 TPI'S BG51 I GUIDE TO GOOD PRAGT16E FOR HANDLING, IN5TALLIN6 $ BRAGING OF METAL PLATE CONNECTED WOOD TRU55E5." • ROOF TRU55 SHOP ON65. SHALL BE SUBMITTED TO ARCH $ EN6. FOR REVIEN AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRU55E5 W 2x4 LEDGER FASTENED TO FRAMIN6 w/(2) 3"4.131" NAILS 0 16" O.G. U10L I fT CONNECTORS BEARIN6 CONDITION TRU55 GONNEGTOR LEN6TH < 15' 51MP50N H2.5T SINGLE ROOF TRU55 BEARIN6 ON > 15' 5IMP50N HIOA WOOD STUD NALL/WOOD BEAM ROOF 61RDER TRU55 BEARING ON ALL SIMP5ON HT520 HOOD STUD WALLANOOD BEAM 51N6LE ROOF TRU55 OR PORCH ALL 51MP5ON HETAI6 BEAM BEARING ON GMU NALL ROOF G.T., FLUSH BEAM OR ALL (2) 51MP50N HETAI6 FLUSH 6.T. BR6. ON GMU HALL I ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR A5 L15TED ABOVE. IT 15 THE RE5PON516ILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT GONNEGTOR-5 PER SEGTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED HOOD TRU55 GONSTRUGTION". M8K HA5 ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTORS IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-10. ALL UPLIFT GONNEGTORS AND LOADS PER TH15 DRANIN6 SHALL SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT GONNEGTOR SPEGIFIGATION5 AND LOADS SHONN ON THE SHOP CARDS. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES � SCHEDULES se3,, 1 5 �rQaa�eco lJ ,,,`� No 77824 • :CC m STATE OF 'QJ © co . oZ JCC w LU \/ CD z i z z w J Q ZF- U WC T � JH z W M&K project number: 0 0 rn CL .—moo a U A ..t a 4 c =o m E < Y O m o N CM d 068.200 1 1 project mgr: J S B drawn by: MJT issue date: `I 0-06-20 REVISIONS: date: initial: VALLEY TRU55 ; ----------------- o UJ -� O.F. 0 24" O.G. 'Q r- v- - - - - - - - - - - - - - - - - 0 —2 5TRUGTURAL GABLE END HIP 61MER TRU55 0 I U. �-2 3 � � � Z 0 � 5D-2 1—---------------------------------------------------------- (L i i 1 w a 5D-2 5TRUGTURA-CGA13LE END HIP C77MER TRU55 i w U LL ----- L ---- ------------ ----- �T'' z o J 1 � R00� FRAMING PLAN sheet: SCALE: 1/4"=1'-0" (22x34 SHEET) SCALE: 1/6"=1'-0" (I Ixl'1 SHEET) S-1.3 FILLEDGELL5 1 11-04 (5EE PLAN) WE I.�MEMO ° *�� 6" CMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID GONG. OR PAVER 6ARA6E WALL z DRIVEWAY BEYOND lZ l l �L GARAGE SLAB m 4:: (5EE PLAW I ° e« e ° • d ° d - • ° 11=III=III- THIGKENE =1 I I=1 I I=1 I I=1 11=1 11=1 I I —III —I I6"x8" E1?6E W/ (2) #5 GONT. IHI 1 I L I= THICKENED EDGE @ GARAGE DOOR DETAIL SCA<.e: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6. - TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID z a� O GRADE I:z 71 M111=_ �Ilillll� 8" WIDE GONT. GONG. CURB GARAGE SLAB (5EE PLAN) a dK I�II—Id 1 � 1=1 � 1 —I m III — 1=1 I d 11-- 1) #5 DOWEL W/ 6" HOOK AT _ I 1-111-I ALL VERT. WALL REINF. III= 111=11 1 (5EE PLANS FOR LOCATION)—I11-111—III—I _ '' GLEAN GOMPAGTED"' III =) FILL o q5% I'-O" MONOLITHIC FOUNDATION STANDARD DEN5ITY IMIN. W/ (2) #5 GONT. ON GHAIRS WHERE 2ND STORY WALL OCCURS DIREGTLY ABOVE THE 8" GMU WALL SHOWN, FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BARS (D�LA�t6�EC11;111 DETAIL > d d GRADE rl1l II I I; =1 m l l l III d° I= R4.1 FI-FOIL OR EQUAL OVER W FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAW — I i I-- 1) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. l l 1 11 III=1 =1 I I III (5EE PLANS FOR LOCATION) —III I I 1=1 I I —I 1I— GLEAN GOMPAGTED FILL o q5% MONOLITHIC FOUNDATION STANDARD DEN5ITY I -O W/ (2) #5 GONT. ON GHAIRS MIN. WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" GMU WALL SHOWN, FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BARS FOOTI NG 5ECT1 ON W/ BLOCK DETAIL SGALM NTS 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL BEYOND OVER %" FURR STRIPS EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD HOUSE SLAB 5ET IN SEALANT (5EE PLAN) PAVERS (5EE PLANS) d •d ° ° • �° III—III=III=III,_—II' =1 I M I I= Cz I=1 I I I —I Sri 1 11=1 11— —III=1 1=1 ° I1=1 N=1 I 1= ' I=1 m III I I d I I —III —III- 11- "'-"'-"' "'-"MONOLITHIC I I I I I=1 11=1 11=1 11—'' '- GLEAN COMPACTED III =III-1 I' FOUNDATION W/ (2) #5 FILL o q5% 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 I'-4" WIDE w/ (2) #5 BARS ENTRY DOOR DETAIL 6 SGALC: NTS ATIO/PORGH/LANAI SLAB r5, EEE PLAN) 8"x8" THIGKENED - 5LAB W/ (1) #5 CONT. THICKENED EDGE DETAIL 3 SGALUZ NTS 8" GMU BLOCK- (1) #5 VERT. FROM FTC. 1 BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" GROUT GELL SOLID PORGH/PATIO/LANAI SLAB OR PAVERS (5EE PLAN) `r EXP JOINT v -4.1 FI-FOIL OR EQUAL FURR 5TRIP5 OVER ►� - BUILDER HOL6E 5LA5 (5EE PLAN) d • ° ° ; ° °• I —I � I —I � I —I � I- d 1=III—III—III—II III=1 I I —I 11= I ' cn-1 1 a=111=1' I= U #5 DOWEL W/ 6" HOOK AT I=1 I I= ALL VERT. WALL REINF. I III=1 I I=1 1=1 I III- (5EE PLANS FOR LOGATIoW GLEAN COMPACTED -1 1 . I 1=, FILL o q5% MONOLITHIC FOUNDATION STANDARD DEN5ITY 1 �_O W/ (2) #5 GONT. ON MIN. GHAIRS WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" GMU WALL 5HOWN, FT6. SHALL BE 1'-4" WIDE W (2) #5 BARS EXTERIOR WALL ® PORCH/PATIO/LANAI DETAIL SLAW, NTS Y2" GYP. BD. EA. 51DE OF 2x4'5 A 16" O.G. Y2" J-BOLTS 6" FROM EA. END OF WALL AND 5PAGE o 52" O.G. 2" (6" MIN. EMBED) to STUD PLATE TIES PER } PT BOT. PLAN A STUD TOP 4 PLT. BOT. d ° • ° a e d e O d d • ° ° • ,4 (2) #55 GONT. W/ 3" MIN. CLEAR UPLIFT GONNEGTORS SUGH A5 STUD PLATE TIES, HURRIGANE GLIPS, AND ANCHOR BOLT5 ARE NOT REQUIRED ON WALLS NOT SUBJEGT TO A GALGULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUGH HARDWARE WILL BE SPEGIFIGALLY NOTED ON PLAN. GARAGE STEP DOWN DETAIL WAa: NM 8" GMU f3LOGK- I ON ►� ►� ►� ►� • ►� - BUILDER FROM ' ►� : • r i �� O FOUNDATION DOVfL MIN. (5EE PLAW - • r AN 1 11 se� C T 1 5 2020 �00 No 77824 STATE OF 'W © copg6gh�►( KVL"PQ 0.Z�..- LU w w Z c co rn Z w QJ Z= ¢� U � 4 UJ a) j 3: >. o Z W c Y y W 2. M C N cc CV) M IV M&K project number: 068.200 1 1 project mgr: ,J S B drawn by: MJT issue date: 10-06-20 REVISIONS: date: initial: ' lII—III—III—III—I WAPE °=1 I—III—III=1 `r' III -III -III -III II -III —III —III—''' III —III- =1 11=1 I I 1=1 11- PVC GHASE SLEEVE TO BE Up 1=1 I —I I I _ III —_I TWICE THE DIAMETER OF"� ' I I III III —III —III I —III PRorECTED PIPE , GLEAN COMPACTED CU FILL o q5% I ,_IN It MONOLITHIC, FOUNDATION STANDARD DEN5ITY MIN. W/ (2) #5 GONT. ON GHAIRS � INHERE 20 STORY WALL OCCURS DIRECTLY ABOVE THE 8" GMU WALL SHOWN, FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BARS CHASE DETA I L S Sc,gl..e= NTS d Ca 0 8" GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL ~ �,.� LL EXTERIOR DOOR OVER !%" FURR STRIPS MTL. THRESHOLD -PER BUILDER I�1 5ET IN SEALANT HOUSE SLAB i T j n (5EE PLAN w ^ Z_ PORGH/PATIO/LANAI n 0 ix SLAB OR PAVERS (5EE PLANS) II lW PER MANUF. III-1=1 1= 0 =1I =111=d =1I I I11=11I—I I —III_ I,-i—I 1I- -I J III I I d 10 11=1 I I- w 'Q I_I _ III —III U III I I —III —III —III III—_ ' Q2MONOLITHIC F- � � d GLEAN COMPACTED III =I 1= FOUNDATION W/ (2) #5 FILL o q5% STANDARD 1'-0" GONT. ON CHAIRS W DEN5ITY AND TERMITE MIN. 1 x TREATED 0 LO WHERE 2ND STORY WALL O Z t OCCURS DIRECTLY ABOVE THE 1 �I J 8" GMU WALL SHOWN, FT6. SHALL L BE I'-4" WIDE W (2) #5 BARS sheet: EXTERIOR OUTSWING 4 56D POURED 51LL5 DETAIL WALK: NTS S Do,, 1 FASTEN ROOF 5HEATHIN6 TO FA5GIA WITH 2 %"x0.113" RING SHANK NAIL5 ® 6" O.G. 2x6 FA5GIA -5EE ARCH 8" GMU BOND BEAM W/ (1) #5 GONT. 8" REINF. GMU WALL - -5EE PLAN FOR VERT. t HORZ. REINF. 5PE65 ROOF TRU5 -5EE PLAN (2)3 Y2"xO.131" 8" GMU BONE (1) #5 BARS c 8" REINF. GM -5EE PLAN F 4 HORZ. REINt-. bvtG5 PROVIDE SOLID SHIM BETW'N TRU55 8 GONNEGTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. 5EE UPLIFT CONNECTOR 5GHEDULE ON PLAN5 FOR ° CONNECTOR 5PEGIFIGATION5 PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EACH TRU55. ` VERT WALL REINF. TO EXTEND INTO BOND BEAM I ME/4'=I'-0" i 5HANK 2x4 FLAT BLOCKING ®I6" o.c. FASTENED TO BOND BM. w/ Y4" TAPGON (2)3 Y2"x0.131" VERT WALL REINF. TO EXTEND INTO BOND BEAM SECTION BY WINDOW/DOOR MANUFACTURER NOTE5: 2x4 GAT5 ® I6"o.c. FA5TENED TO GABLE END FASTEN 5HEATHIN6 TO 2x4 2x4 BLOGKIN6 w/ TRU55 w/ (2)3"x0.131° BLOCKING w/ 2 %"xO.113" (3)3Y4"x0.131" TOENAILS. RING SHANK NAILS ® 4"O.G. TOENAIL5 EACH END x 1 x l I x , ' IT, MAX 2'-0" MIN GABLE END VERTICAL WEB REINFORCING A5 REQURIED ROOF 5HT6 I i ( x0.131 " BY TRU55 MANUF. SHALL BE NAIL54 2x8 P.T. PLATE FA5TENED GONT. 24" MIN TO BOND BM. 1/02" DIA. ONTO ROOF ANCHOR BOLTS ® 32" O.G. WITH -I" (MIN) EMBEDMENT. EXTERIOR 5HEATHIN6 EDGE NAILING - 2 Y2'xO.131" NAIL5 ® 6"O.G. I FA5TEN BOTTOM CHORD OF TRU55 TO P.T. 51LL PLATE w/ Y4° DIA. X%" LONG 51?5 5GREW5 ®I6" o.c. PROVIDE M015TURE 2x4 BRACE w/2x4 T-BRACE, '' 5PAGED o 4 -O O.G. MAX. PROVIDE 2x4 BLOCKING ®4� BARRIER PLATE BELOW FASTEN 2x4TOT' w/ 3Y4"x0.131„ O.G. IN FIR5T (3) BAY5 OF WOOD MEMBER5 ON GMU NAILS ®12" O.G. ROOF TRUSSES -GUT TO FIT (PER TRU55 MANUF.) (NOT REQ'D AT TRU55 HE16HT5 TIGHT BETWEEN TRU55 TTOI RO CHORDS AND NOTCH AROUND 8„ GMU BOND BEAM w/ 4'-I" OR SHORTER) SILL PLATE (1) #5 BAR GONT. FASTEN DRYWALL TO 8 REINF. GMU WALL VERT WALL REINF. TO BLOCKING w/ SCREWS /NAILS ®6" O.G. -5EE PLAN FOR VERT. EXTEND INTO BOND BEAM 4 HORZ. REINF. 5PEG5 2 SCALE: S/4"=SECTION C A r'" 514%. TO HIP .115" RING D 6" O.G. HIP G.T. - UPLIFT CONNECTOR -5EE PLAN - HIP JACK TRU55E5 ROOF TRU55E5 -5EE PLAN - \-FASTEN BOTTOM GHORD OF 8" GMU BOND BEAM w/ G.T. TO TOP OF WALL w/ 51MP50N H6AMIOKTA CLIP (1) #5 BARS GONT. 48"O.G. 8 REINF. GMU WALL VERT WALL REINF. TO -5EE PLAN FOR VERT. EXTEND INTO BOND BEAM d HORZ. REINF. 5PEG5 dd SECTION I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW/DOOR, FASTEN BUCK TO MA50NRY W/ (1) ROW OF W&"x4" TAPGON5 6" FROM EN05 AND I6" O.G. MAX. TAPGON5 TO BE IVY MIN. FROM EDGE OF BUCK. 2. BUGK5 LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. 5TRUGTURAL GONNEGTION OF WINDOW/DOOR TO 5TRUGTURE BY OTHER5 IN THI5 GA5E. 3. ADDITIONAL 2X WOOD BUGK MATERIAL MAY BE ADDED TO EXI5TING 2X BUGKED OPENING, U5E (3) ROW5 OF 3"xO.131" NAILS 5TA66ERED o 12" O.G. EA. 5UGGE551VE BUGK. 4. MIXING OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE 5AME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENT5 (FA5TENIN6) ARE MET. 5. ADDITIONAL WOOD BUGK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROWS OF 2 Y2'xO.131" NAIL5 ® 16" O.G. FASTEN WINDOW/DOOR TO 2X PER WINDOW/DOOR MANUFACTURER'S 5PEG5. BUCK DETAIL (DIINPONVOOR : NT5 PROVIDE 50LID SHIM BETW'N TRO55 4 CONNECTOR IF TRU55 LOCATED LE55 THAN I Y" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT GONNEGTOR, REFER TO TYPICAL RETROFIT DETAIL P. FA5TEN ROOF 5HEATHING TO FA5GIA WITH 2 %"x0.113" RING SHANK NAILS ® 6" O.G. 2x6 FA5GIA -5EE ARCH REINF. MA50NRY LINTEL/ BEAM - - 5EE PLAN FOR 5PEGIFIGATION5. TRU55 OVERFRAMIN6 PER PLAN -� �7. SECTION 3 SCALE: S/4'=1'-0" 5EE UPLIFT CONNECTOR OOF TRUSSES SCHEDULE ON PLAN5 FOR PER PLAN CONNECTOR 5PEGIFICATION5 5EE UPLIFT CONNECTOR 5GHEDULE ON PLAN5 FOR CONNECTOR 5PEGIFIGATION5 CONNECT EACH END OF MA50NRY LINTEL TO TOP OF PIER/ WALL w/ (I) #5 BENT DOWEL w/ 24" LE65 8 GMU BOND BEAM PROVIDE M0151URE BARRIER W/ (1) #5 GONT. M\ PLATE (PER TRU55 MANUF.) EACH TRU55. 8" REINF. GMU WALL Da -5EE PLAN FOR VERT. VERT WALL REINF. TO 4 HORZ. REINF. 5PEG5 EXTEND INTO BOND BEAM SECTION 20 SCALE: s/4"=1'-0" BOND -BEAM - CONTIN. PREGA5T HEADER 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE GA5T-GRETE WINDOW 51LL, WINDOW SILL, OR EQUIV. OR EQUIV. 7-1 DOUBLE WINDOW L�ALNRY PIER DET IL5 TRIPLE WINOOYV 51M. VALLEY 5ET OVERFRAMIN6 FA5TEN EACH OVERFR TRU55 TO TRU55 BELOI WITH (1) 51MP50N MR ® 24" O.G. t� RETROrIT DETAIL PROVIDE SOLID SHIM BETW'N TRU55 4 CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM GONNECTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPIGAL RETROFIT DETAIL P. 2x FA5GIA -5EE ARCH FASTEN EXTERIOR 5HEATHING TO BLOCKING IN EA. TRU55 BAY w/ 2 NAILS ® 6" O.G. FASTEN EA. 2x4 BLOGKIN6 IN EA. TRU55 BAY TO BOND BM. w/(4) HILT[ DNI72P6 PAF's FASTEN EXTERIOR 5HEATHIN6 TO 2x BLOGKING w/ 2 Y2"x0.131" NAILS ® 3"O.G. 8" GMU BOND BEAM w/ (1) #5 BARS GONT. 8" REINF. GMU WALL - -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 TYP I CAL OVERMAM I NCG CONNECTION DETAIL SCALE: N.T.S. 5EE DETAIL I ON STRUCTURAL PLAN5 FOR ADDITIONAL GONNEGTION INFO NOT 5HOWN HERE FA5TEN EA. ROOF TRU55 TO GMU w/ 51MP50N M5TMI6 TW15T STRAP. FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 Y4" LONG TITEN 5GREW5 PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EACH TRU55. PROVIDE 2x FLAT 5LOGKIN6 FIT T16HT TO ROOF TRU55E5 ® EVERY OTHER BAY FA5TENED TO GMU w/ (3) Y4" DIA. x 3 Y2" LON6 TAPGON5. FA5TEN BLOGKING TO ROOF TRU55E5 w/ (2) 3 Y4"x0.131" NAILS ® EA. END. SECTION 4 SCALE: S/4"=I'-0"" 1 ROOF 5HEATHING ROOF TRU555 TRU55E5 PLAN T GONNEGTOR 5GHEDULE WALL REINF. <TEND INTO BEAM ALL LAPS IN MA50NRY 25" I31�,I►11►Cc3LT:a #5 BENT CORNER BAR GROUTED CELL TYP. CORNER PERT. WALL REINFORCING DETAIL SCALE: NTS NOTE5: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). 2. PROVIDE %4" DIA. HOLE FOR DOWEL, BLOW OR BRUSH GLEAN. 3. FOLLOW MANUF. INSTALLATION IN5TRUGTION5. FUTURE 8" GMU BLOCK :: 5EE TYP. FOUNDATION DETAIL5 FOR ADDITIONAL INFORMATION NOT 5HOWN HERE #5 VERT. BAR TO BE DRILL 6 INTO EXISTG LOCATED PER PLAN SLAB, EPDXY 8 DRIVE I� Q IN GROUTED CELL #5 DOWEL, PROVIDE MIN. - 30" LAP 5PLIGE I I 0 z - I 6RADE .I I -III -III -I I 1=1 I' III-1 11=1 11=II I 11=1 11=1 11=1 11-' � I I -III -III �'1 III-111- M 155ED DOWEL RETROFIT DETAIL SCALE: NTS SIM. 0 CMU STEM f"OR OW"M 6RADE LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REGU I RED ALL APPL I GABLE AREAS. THESE WHERE 5PEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. seat 15 2020 %% r ' • Na7 824 01. r r r r :7 • STATE OF W r -� •. x` n � .� vim. © copydjd® f1E A { MK1�gtEl� _ -� �affA1 ke(Inga O - Z JFr w w Z_ cD Z w a 6 Q Z= b ' o. It= j.- a� m j = a j J� Z -oo 0 W Y C? p o y m` _ W O N %i: M O. M&K project number: 068-2001 1 project mgr: JSB drawn by: MJT issue date: 10-06-20 REVISIONS: date: initial: LO o LL � W W Ca z p 0 � J � 4 UJ U U ¢ � r � 0 Z J J sheet: SDo42 PERMANENT ROOF TRU55 5RAGING NOTES: (51NGLE FAMILY HOME OR TOWNHOU5E CON5TRUGTION, WITH ROOF TRU55E5 5PAGED NO MORE THAN 24" O.C) I. W000 TR55E5 SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENT 5AFE1Y INFORMATION (BG51) "GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6, RE5TRAINI% 4 BRACING OF METAL PLATE CONNECTED WOOD TRU55E5," (2008 EDITION). 2. TOP CHORD BRACING: TOP CHORDS SHALL BE 13RAGED BY DIRECT -APPLIED PLYW000/05B 5HEATHIN6. • IF 5HEATT-HIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF T JJ55 OR TO PURLINS FA5TENED TOP CHORD, CONTACT M4K FOR BRACING DE516N. 3. BOTTOM CHORD BRAGING: a. THE BOTTOM GHORD5 SHALL BE BRACED BY DIREGT-APPLIED G.W.B. GEILING 4. WEB MEMBER BRACING: THE TRU% MANUFACTURER 5HALL INDICATE THE TRU55 MEMBERS (WEBS, VERTIGAL5) THAT REQUIRE LATERAL BRAGING/RE5TRAINT. a. T' OR 'L' BRAGE: WHERE BRACING 15 REQUIRED A5 INDICATED ON SHOP DRAWING, UTILIZE T' OR 'L' 13RAGE-5 (REFERENCE BG51-53 FIGURES 83-18 d 93-14). SHOP APPLIED REINFORCEMENT PER BG51-133 FIGURES B3-22 6 BG-23 IS ACCEPTABLE. • 'T' d 'L' REINFORCING MATERIAL 5HALL MATCH THE 51ZE OF THE WEBNERTIGAL MEMBER • 'L' d T' REINFORCING TO 13E A MINIMUM OF 40% OF THE LENGTH OF THE NEB/VERTIGAL MEMBER • FA5TEN 'L' OR T' REINFORCING TO WEB/VERTIGAL W/ Ibd GUN NAILS (0.13Ix3 1/2") AT b" O.G. b. GONTINUOU5 LATERAL BRACING ALTERNATE: WHEN THREE (3) OR MORE 51MILARLY GONFIGURED ROOF TRU55E5 ALIGN, CONTINUOU5 ROW5 OF LATERAL BRACING MAY BE U5ED IN LIEU OF THE ABOVE -NOTED 'L' OR T' BRACE5. • CONTINUOU5 ROW5 OF LATERAL BRAGING SHALL GON515T OF MINIMUM 2x4. ROWS SHALL BE LAP SPLICED ONE TRU55 BEYOND IN EACH DIRECTION. SECURE 13RAGE TO EACH TRU% WMPRE55ION WEB W (2) Ibd GUN NAIL5 (0.131x3 1/2"). • CONTINUOU5 LATERAL 13RACINC7 5HALL 13E RE5TRAINED BY DIAGONAL BRACING (MIN. 2" THICK NOMINAL LUMBER d MINIMUM 5PF 'STUD' GRADE MATERIAL). TH15 BRACING 15 TO BE CONTINUOUS. PROVIDE ONE ROW OF DIAGONAL BRACING AT VERTICAL WEB MEMBER5 OF TRU55E5 GLO5E5T TO EACH GABLE END WALL 6 ADDITIONAL DIAG0NAL5 AT 20'-0" A5 REQUIRED. DIAGONAL BRACE NAILED TO OPP051TE PROVIDE (2) Ibd NAILS O 51DE OF WEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIRECT -APPLIED PLYW000/05B A ROOF 5HEATHING COMPRESSION WEB (SLOPING OR VERTICAL) $aa{: 1 b ZWAEIIIII##,q %♦ �. J# % e � No 77824 Ir STATE OF :��/ ` co Mz Z J� w w Z N L Z w J Q co 0 CC Z= .n Q� F— CU cc =UJI A Q C cc v� —I = a °° E > J '_ 1 Q � o Z W M m H y m L6 W cc C N M CL I mr M&K project numbers CONTINUOU5 LATERAL BRACE 0 6 8"2 00 i 1 1 ALTERNATE O (3) OR MORE project m r P 1 9� J B ADJACENT 51MILAR TRU55E5 (5EE INDIV. TRU55 SHOP DRAWING5 x FOR LOCATIONS) drawn by: MJT BE N5TALLLLEV FORCONSTRUUGTABILITY issue date: 1 0-06-20 TO KEEP EVEN 5PAGIN65 AT BOTTOM CHORD (NOT REQV FOR 5.�� REVISIONS: date: initial: CONTIN. LATERAL BRAGING TO LAP AGRO55 MIN. (1) DIREGT-APPLIED TRU% BAY A5 5HOWN GWB GEILING SECTION B-B ALTBWE MEnW W$+E Cd) OR MOM SHLAR M 58B ARE 6ROlPW B WEB MEMBER REQUIRING BRAGING A5 INDICATED BY TRU55 MANUFACTURER 2x 5TRONG5AGK (NOTRETUR�� 2x 5TRON65ACK5 MAY BE� IN5TALLED FOR CON5TRUGTABILITY �•'�' 5TRUG TO KEEP EVEN 5PAGING AT BOTTOM CHORD (NOT REQ'D FOR • 5TRUGTURE) a DIRECT -APPLIED PLYWD/05B DIREGT-APPLIED B VL'OR 7' BRAGING O GNB GEILING WEB5 DE51GNA1T=D BY TRU55 MANUF. TYPICAL TRU% ELEVATION PERMANENT TRU55 BRACING DETAILS 4 NOTES SCALE: NONE DIRECT APPLIED C►EILINS LT a 0 LL w 0 Z_ 0 T tIL < W U L< 0 z JJ LETTERED DETAILS ARE TYPI GAL FOR NUMBERED DETA I L5 ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REOU I RED ALL APPLICABLE AREAS. THESE WHERE 5PEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. sheet: PBSB1N 1 10 -.1T 06 ..