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HomeMy WebLinkAbout6879 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 RNG RANGE E.J. EXPANSION JOINT R.O. ROUGH OPENING ELEC. ELECTRICAL R RISER ELEV ELEVATION FIND 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 IF TM vn an Ion Compani,es 90 Matawan Road Matawan, NJ 07747 (732) 747-7800 DUPONTASPIRE ELEVATION "B" 6879 SHELBY LYNN WAY ZEPHYRHILLS, FL 33542 LOT 012 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 CS.2 A-1.1 A-2.1 A-2.2 A-3.1 A-5.1 A-5.2 WP-1 E-1.1 P-1.1 S-0.0 F-1.0 F-2.0 S-1.3 SD-1 SD-2 PBSB-1 COVERSHEET & BUILDING DATA GENERAL NOTES FIRST FLOOR PLANS FRONT & REAR ELEVATIONS SIDE ELEVATIONS ROOF PLAN BUILDING SECTIONS ALL WORK SH C(,%' PL., y�`T� �RE,141'ILING TYPICAL WALL SECTIONSCCE"�NAMO'NAL` r WATERPROOFING DETAIL&D -1 HE Cll ILLS FIRST FLOOR ELECTRICAL k'W " SLAB PENETRATION PLAN STRUCTURAL NOTES REVIE` ` 0AT SLAB PLAN CITY C; : ZED'"' "' I BLOCK PLAN pLAN EXA ►II�.�.�� ' ROOF FRAMING PLAN FOUNDATION DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS AREA TABULATION ELEVATION "B" 1 ST FLR A/C 1830 SQ. FT. TOTAL A/C 1830 SQ. FT. LANAI I120 SQ. FT. ENTRY 43 SQ. FT. GARAGE 410 SQ. FT. TOTAL UR 2403 SQ. FT. 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 Q C T 15 2020 G. F 14% o No 77824 �4_ STATE Or Q�o `OF �''oeeaesa�a`-' iY W } :c D= O �OF— >— >cr Qo W =) cl F- CC P Lu 0 < Lu J (jWW �1=cccr °tfzzpw W J Q _j L1J a _3c/)000 = Z LL u) H Q Z rr Q .-. Q Z A U O�--� Im a) (m �- w O wA W-j Ix w w z O O U 0 R a 0 z z 0 0 wz Qaaaa COMMUNITY: LINKS AT CALUSA PLAN # 6101 RELEASED: 10/09/20 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 3/4" BUT NOT MORE THAN 1 1/4". A NOSING SHALL NOT BE REQUIRED WHERE THE TREAD DEPTH IS 11". HANDRAILS: HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHTS OF 4 OR MORE RISERS. HANDRAIL HEIGHT: HANDRAIL HEIGHT, MEASURED ABOVE STAIR TREAD NOSINGS, OR FINISH SURFACE OF RAMP SLOPE SHALL BE UNIFORM, NOT LESS THAN 34" AND NOT MORE THAN 38". HANDRAIL GRASPABILITY: HANDRAILS WITH A CIRCULAR CROSS-SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 1.25" AND NOT GREATER THAN 2" OR SHALL PROVIDE EQUIVALENT GRASPABILITY. IF THE HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4" AND NOT GREATER THAN 6.25" WITH A MAXIMUM CROSS-SECTION DIMENSION OF 2.25". EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01". HANDRAIL CONTINUITY: HANDRAIL -GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUT INTERRUPTION BY NEWEL POSTS OR OTHER OBSTRUCTIONS. EXCEPTIONS: LHANDRAILS WITHIN DWELLING UNITS ARE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT A STAIR OR RAMP LANDING. 2. WITHIN A DWELLING UNIT, THE USE OF A VOLUTE, TURNOUT OR STARTING EASING IS ALLOWED ON THE LOWEST TREAD. 3. HANDRAIL BRACKETS OR BALUSTERS ATTACHED TO THE BOTTOM SURFACE OF THE HANDRAIL SHALL NOT BE CONSIDERED OBSTRUCTIONS TO GRASPABILITY, PROVIDED THAT THE FOLLOWING CONDITIONS ARE MET: 3.1. THEY DO NOT PROJECT HORIZ BEYOND THE SIDES OF THE HANDRAIL WITHIN 1'/2" 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 P/2" CAN BE REDUCED BY 1/8". 3.2. THEY HAVE EDGES WITH A RADIUS OF NOT LESS THAN .0 V. 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 MZ) 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 FT.ACHWG- 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 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. FMAIINDMA 250, OR FMAIAAMAIWDMA 300 WINDOW INSTALLATION: 1. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. FLOOD ZONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. CHIMNEY HEIGHT REQUIREMENTS: 1. WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED THE CHIMNEY MUST EXTEND Y-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE T-0" HIGHER THAN THE ROOF OR RIDGE THAT IS 10'-0" AWAY OR CLOSER. TUB AND SHOWER AREAS: 1. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, C1325, OR C1178 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. MECHANICAL AND HVAC: 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (762 mm) DEEP AND 30 INCHES (762 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. #26 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (76 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. EXHAUST FANS AND VENTING: 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3. DUCT LENGTH: THE MAXIMUM LENGTH OF A CLOTHES: DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET. THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (762 mm) FOR EACH 45 DEGREE (0.79 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM THIS OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. FOUNDATION INSPECTION NOTES: A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. FRAMING INSPECTION NOTES: ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH INS MUST BE COMPLETE, INSPECTED, AND APPROVED BEFORE 0 C T 15 2020 REQUESTING THE FRAMING INSPECTION (FBC 110.6) .1e��o�ieae� No 77824 0.0 STATE OF ` ''moo Ir W �20= 3o°� } >WQ0 w o h QZ)LuF- Lu m it 06 zz°zoW mnu) z �m(Lm U)000 �I=-Qz� co O _ u 0 w 0.1 1=0 a) 0 z 0 1-' w w z w IL w c 4t z 0 0 _O R rx U) W z Z Od co IZci aQQQa' COMMUNITY: LINKS AT CALUSA PLAN # 6101 RELEASED: 10/09/20 SHEET i CS02 ri z z r 3 n z 3 1J n Li r --- �.;—�`•.•. �. _ _ __ — _err_ ol 38'-8" lo 10 16'-8" 12'-0" 6" 11'-0" 611 STUCCO WRAPPED � — — — — — — BEAM @ 7'-8" STUCCO WRAPPED I p a . 4X6 POSTS a� a� A 5.1 3 LANAI 3 @� 02 a U 8'-8" CLG. OQ U o m MOISTURE RESISTANT m r O1 I DRYWALL CEILING I cn 6'-0" 01 14'-8" I 9'-4" I *35 SH i I 6068 SGD I (53" 43") EGRESS TEMP. XFER GRILL 16-2" �1 M _ „ 181_611 AHU ON R� STAND 0 p TM CV OWNER'S LO RETURN AIR GRILLE SUITE, 8'-8" CLG. (4)12" SH : ADD 7/16" OSB TO 6-12" MECH. CLOSET PTRY ; CEILING FOR FIRE DRAFT STOP 3-SIDED ACRYLIC _j 2� i SURROUND } 3 �� g 0 = IN OWN R'ST� c `n BATH N CIO is _N---- 8'-8" CLG. (D 4'-11" '-®'. � i N QDW M I N OS WIC i a Q i 8'-8" CLG. I °C 1 � i � I &SHI&LOW W - r (D w = BEDROOM 2 Tcv cf) �Mp 8'-8" C G. ' CV X N00 CM � �LN 10'-2" 10'-0" :: 35 SH GREAT ROOM 8'-8" CLG. 8'-42 'r) 32„ I r _ 2X4 LOW WALL I I —A —� LLI iI O Ill0c 0 00 O Z -, CCOCn oT_ 1 KITCHEN ' I DINING 1 8'-8" CLG. F 36" HT. FLAT I I II COUNTERTOP AREA I I L__-_ 6'-42" 3'-5 " 8'-8" CLG. cn I I O 8'-8" 4 4'_9" 21_4" F. j i WATERLINE I --- -------- OPT. L - - - - - - - - - - li REF r^ IL-- J : CVtLAI �i UNDRY - n 3 CL --� 1 A' Ip I CL i °C WASHER L _ -� u j .=1N BOX = T I DRYER VENT! " ! CO 1 " , p0 L' I I �p 2'-72n SH �____ u N`6,611911! 6'-8211 6_22, XFER 4 -62 cv) *- GRILL (V 2868 SC W/ 'VVH N SELF CLOSER 0 18'-10" 2'-0" r 22" X 54" ATTIC ACCESS 2 CAR GARAGE L 8'-8" CLG. 1/2" CEILING BOARD ABOVE N 2" WALL BOARD ON GARAGE SIDE PROVIDE INSULATION AS REQ'D 0 p 2" CONCRETE N CURB ----------------------------------------�, I I 16070 GARAGE DR. I 2'-0" 16'_0" I 01 20'-0" I I FIRST FLOOR PLAN SCALE: 1 /4"=1'-0" (22"x34") SCALE: 1/8"=1'-0" 11"x17") HALL 8'-8" CLG 5'-82„ I �3'-921" Q (- FOYER 00 NCO 8'-8" CLG. o I� 00 MN ENTRY 8'-8" CLG. 0 bo 21_0" 414" ' 5'-4" 38'-8" 10'-52" c Ln co N BEDROOM 4 8'-8" CLG. T W 2 M xZ5 cm`L go 00 T 0D - BATH11 •. • %ACRYLIC - O: - • • .. : .;. �. :•: oil XFER GRILL BEDROOM 3 8'-8" CLG. O T , 0 T 12'-0" *25 SH (37"X63" EGRESS) 8'-4" 5'-0" 13'-4" 0 CV LEGEND SYMBOLS BUILDING/WALL SECTION SI1T MARKER OINTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE ELEVATION STEP BRKX FLOORING BREAK WALL TYPES 2x WOOD/STEEL FRAMED PARTITION INTERIOR PARTITION w/ INSULATION CMU WALL CMU WALL w/ FURRING & INSULATION NOTE: INTERIOR WALLS ARE DRAWN TO ROUGH DIMENSIONS SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL SOLID SURFACE BRACKET SPACED 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. [BASE CABINET AS ; BD. PER SHOP DWGJ N WD.BAS IN MOLDFINISH FLOOR 3 i SH FLOFINIOR� rSUBFL00R TYPICAL DOOR PLACEMENT DIAGRAMS ODOORS LOCATED WITHIN A LENGTH OF WALL I 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. NOTE: TYP. WINDOW HEAD HGT. AT T-4" U.N.O. O C T 15 2020 sin\�111111/11 % No 77824 0 STATE OF �3 �^OR. oc 0 . �`'�a1f115I1d ;• W Wz0= O } F- >I=<0 WC,I— (nUWW Q m W F- u) W J W cr Y 0 H Z LL00 Z qZ Z ~ Lu CCZ_ J Q � J WtL=ca �(np0Q LL (n H Q Z cz c O �O ao O U 0) a N O O O w MEMO" a, cn a z O a A O U W 0 z Z O� �o mZ aaaaa COMMUNITY: LINKS AT CALUSA PLAN # 6101 RELEASED:10/09/20 SHEET Am, 1.1 z_ r n z 5 n Z r r r L i D r i r L D 0 z cc RAISED STU WITH SAND FINISH FOAM MEDALLION DETAIL SCALE: 3/4"=1'-0" GARAGE DOOR 4" 4" WIDE STUCCO BAND (+1) u ,GARAGE TRIM DETAIL SCALE: 3/4"=1'-0" ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 6" WIDE STUCCO BAND (+1) 4" WIDE STUCCO BAND (+1) ,,- WINDOW TRIM DETAIL SCALE: 3/4"=1'-0" 12 5 F REAR ELEVATION SCALE: 1 /4"=1'-0" (22"x34") SCALE: 1/8"=1'-0" 11"x17") 12 -� 5 CRICKET WE FIFUN I I Fn-- I I FE I I FE I I FR-- I I FE I I ROOF SHINGLES PER COMMUNITY SPECS (TYP.) BLDG. HEIGHT ROOF SHINGLES PER 8,_O„ ,-�„ COMMUNITY SPECS (TYP.) 12 12 4" WIDE STUCCO 5 r� � � 5 BAND (+1) r HEEL HIGHT 4" WIDE STUCCO BAND (+1) I� „3 M T.O. MASONRY r�i� r T.O _WINDOW 01-10I�� I�� RDEMI 16070 GARAGE D- FRONT ELEVATION SCALE: 1 /4"=1'-0" (22"x34") SCALE: 1 /8"=1'-0" 11 "x17") 4" WIDE STUCCO ®® BAND(+1) 18" DECORATIVE FOAM SHUTTERS � n 2'-0" STUCCO "25 SH BAND RETURN _ .. _ N _ FIN_FLRR. A� 3068 PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH :_- • .�:,. `,":� ";v 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 FLORMA 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) 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 OCT 15 2020 G. �n�n�sui�ei No 77824 � o STATE' OF a'-U i000Al < r'. W }_T- LUo°� >OCQO � I- /yW�/ Q = — W W QQ IL (q W W cc cr- zzzp:W �ga�Z W (-=oCa p O U =ZLLU) cz n 0 �4 a z a � O Im O CZ5 cn z w O w ~ w z j oa, w D A O R W 0 N Z oQ W rao IZ aaaaa COMMUNITY; LINKS AT CALUSA PLAN # 6101 RELEASED:10/09/20 SHEET Am2 e I It . ,. , 12 5177-7 2'-0° 12 51 F__ 12 51 r—_�_ RIGHT ELEVATION SCALE: 1 /4"=1'-0" 22x34" SCALE: 1/8 "=1'-0" �11 "x17"� LEFT ELEVATION SCALE: 1 /4"=1'-0" (22"x34") SCALE: 1/8 "=1'-0" 11 "x17") 12 ----115 12 _____115 ROOF SHINGLES PER COMMUNITY SPECS (TYP.) ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 12 —115 00 PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH ` �:�.��`,: n�.', •'-d. i:v.!'•..- ,:F(.l,'..+, SAND TRIM COLOR FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C 1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) 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 Q C T 15 2020 �tieeeueaeeee G. FPn,�'p+�� %� •ae^�1 �;' �� ��I No 77824 �r a _ fr STATE OF 'U0 cr W }_cc Lu o>-~ >oCQO LU 1-- Q ? ?.- W CC W (D W J W 5 Ir T_ D= z z Z O W �gQ<J W(L 2:ct �U)00Q n2ZlLU) Qzo c o n O �Q Q U) U O Z W-j 0 to e� c 'Q w O -' w w w a A I< cn i-0 O IL ❑ O U) W G U) Z O 4 � o zaaaaa COMMUNITY: LINKS AT CALUSA PLAN # 6101 RELEASED:10/09/20 SHEET Am2.2, ROOF PLAN SCALE: 1 /4"=1'-0" (22"x34") SCALE: 1/8"=1'-0" 11"x17") ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 2403 SQ. FT. It 53 SQ. IN. UPPER VENT 40% NET VENT MIN. 461 SQ. IN. UPPER VENT 50% NET VENT MAX. 577 SQ. IN. UPPER VENTS REQUIRED 48" TAMCO OFF -RIDGE VENT (138 SI NET FREE) 4 VENTS NET FREE AREA UPPER ROOF VENTING 552 SQ. IN. NET FREE AREA SOFFIT VENTING 601 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SQ. IN. / LF.1 92 LF. NOTE: LOCATE RIDGE VENTS 2'-0" OFF ALL HIPS RIDGES OR VALLEYS, MIN., TYP. R806.2:THE MINIMUM NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. UNDERLAYMENT APPLICATIONS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905, TABLE R905.1.1 FOR ASPHALT SHINGLES REFERENCE TO SECTION R905.2 FOR TILE ROOFING REFERENCE TO SECTION R905.3 O C T 15 2020 �n�eeeu�ao� ® No 24 • r p c ir x S ATE OF ;'/; 05, a C= w �-_I= Lu O O F— WOWC¢O p aZ�W W JNwg z z ui °Cna�� Wa.=tea .=Jcnp00 Z) Z Li- U) MF—QZp cz-CZ �� Qo O �u a c H k a 3 c I- 3 a u 2 2 a a C c a C LL } z Uz O LL Zc a a LL a LL O c � a Z o LL _ o a a U, n w O Z w X a 0 a z z a w w z ~ vi Oz a D A U) U) a. w w z F- O z F- o� 0 Ucc W 0 a: w (L CC a. a: w x ul O Z O d z O F- IxZ aaaaa a a. O U U) H w a: w w a J COMMUNITY; U) LINKS AT CALUSA cc FLAN#slot w RELEASED:10/09/20 co SHEET O z a Am3 . 'I z O Y T.O. V T.O. 'O INY FIN. FOOTING PER FOUNDATION PLAN BUILDING SECTION SCALE: 1/4"=1'-0" BUILDING SECTION SCALE: 1 /4"=1'-0" ROOF TRUSSES (SEE SHEET FOR DETAILS) T.O. WALL T.O. WINDOW FIN. FLR. FOOTING PER FOUNDATION PLAN IN O C T 15 2020 ��eeean,Do®� ••� No 77824 w o /}._ STATII OF 61 = A � IY W } _ Er �0OH } >cr<III 0 WZ)pl- Qpl- _ � > J Z)(rIYcr zz�W J Q � J WC=irD_ �cnp00 QZp CZ-cz r O �Q Q � z 0 0 WON 0 w Vn 0 U M.-I z w Q r U) ,Q z 0 M D 01 1 0 E U W z Z O 4 rh C Z aaaa a COMMUNITY; LINKS AT CALUSA PLAN # 6101 RELEASED:10/09/20 SHEEP AmS91 ROOF SHINGLES OVER ROOF SHINGLES OVER 12 15# ROOFING FELT 12 15# ROOFING FELT SEE ROOF SEE ROOF PRE-ENGINEERED ROOF PRE-ENGINEERED ROOF PAN TRUSSES AT TYP. 24" O.C. PLAN 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 STRUCTURAL. STRUCTURAL. OL TOP OF C.M.U. OIL TOP OF C.M.U. (REFER TO ELEV.) (REFER TO ELEV.) I INSULATION PER COMMUNITY SPEC. SEE SEE 2x6 ALUM WRAPPED FASCIA SEE ENERGY CALCS. _ _ ELEV. E EV. BD. WALUM DRIP EDGE. 1/2" (MIN.) CLG. BD. 1/2" (MIN.) ------ SOFFIT PER SPECS 2x6 ALUM WRAPPED FASCIA CLG. BD. Ix PT DRAPE BLKG BD. w/ALUM DRIP EDGE. (J" TYPE'X' GYP. BD. SEE STRUCTURAL ABOVE WINDOWS 1/2" SOFFIT PER SPECS TO BE PROVIDED PLAN G.W.B. WHEN LIVING SPACE SEE STRUCTURAL IS ABOVE GARAGE) WINDOW PER PLAN PLAN 8" CMU BLOCK W/ CEMENTITIOUS FINISH (BEYOND) 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. SLOPE GRADE AWAY EXPANSION JOINT BASE BOARD FROM HOUSE GARAGE SLAB, DRIVEWAY PER COMMUNITY SEE STRUCTURAL 4 SPECS 0'-0" PLANS " FIN. FL. SLOPE SLOPE h FIN. FL. TYP. 1-STORY WALL SCALE: 1/2" = 1'-O" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS PROVIDE 2X4— FRAMED ENCLOSURE FOR ELECTRICAL PANEL, FINISH W/ J" GYPSUM BOARD ELECTRIC METER LOCATION - SEE PLANS. VERIFY INSTALLATION IN FIELD 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. FOUNDATION `v `—FOUNDATION PER STRUCTURAL DRAWINGS 0 PER STRUCTURAL DRAWINGS WINDOW WALL SECTION Qr GARAGE DOOR SCALE: 1/2" = V-0" GYPSUM GYPSUM BOARD BOARD Z g 3 1/2" GYPSUM1 it w GARAGE a BOARD NICHE FOR — ELECTRICAL PANEL & WIRING N ELECTRICAL M PANEL ELECTRICAL — PANEL N EXTERIOR---\ fO CMU BLOCK WALL CONCRETE "' CONCRETE — CURB REFER CURB REFER TO PLANS TO PLANS CONCRETE, °a a, SLAB ON GRADE 1 GRADE AT GARAGE FLOOR • • II - ELECTRICAL PANEL NICHE AT CMU BLOCK WALL SCALE: 1/2" = 1'-O" NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION OCT 1 5 2020 �neneG. e,�enaoo�, No 77824 s a a STATE 0r- AR�y a D= W > 2 CC Lu wz >00� WOWC¢O cnV�w Q = W ir J U) W W �1ccIt Y O 1— z ,8L-00(6 zzzpIII °C�m— ¢ J Wn-=oca �cfp00 � 2 z LL U) CZ oC n Q cn Z 0 U I� 0 u m w cn 0 0-i "NNW U) u a � z 0 a. A O U W N O� U �Z O aaaaa COMMUNITY: LINKS AT CALUSA PLAN # 6101 RELEASED;10/09/20 SHEET Amv•2 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 "L" FLASHING SCALE: N.T.S. 4) INSTALL WINDOW OR DOOR. FASTEN PER PRODUCT APPROVALS AND SEAL WINDOW OR DOOR FRAME TO P.T. WOOD BUCK AND MASONRY SEAL EDGE OF P.T. WOOL BUCK TO MASONRY 2) SET P.T. WOOD BUCK OVER CMU WATERPROOFING IN URETHANE SEALANT. FASTEN PER PRODUCT APPROVALS. 3) APPLY LIQUID WATERPROOFING MEMBRANE OVER THE TO AND EXTERIOR FACE OF BUCK AND SILL CMU OPENING WATERPROOFING SCALE: N.T.S. e" 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 I— WRB APPROX. 1-1/2" ABOVE SHINGLES z ROOF/WALL SCREED a g bo g 5X5 WALL FLASHING W C KICK -OUT FLASHING (SEE DTL. BELOW) FELT UNDERLAYMENT SHINGLE ROOFING — FAS IA WRAP DRIP EDGE: OVERLAP 3", EXTEND BELOW SHEATHING, MECH. FASTEN 4" O.C. MAX. KICKOUT SCALE: N.T.S. z LO STEP 1 0 FOLD FOLD Qa FOLD INWARD @a PT. A STEP 3 © © \— FOLD Qa 770 FOLD INWARD Qa PT. A CREASE a@ PT. B CREASE @a 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 2 450 FOLD INWARD @a PT. A CREASE @a PT. B �411:lzll WATERTIGHT SEAL. FOLD. DO NOT CUT. BOTTOM FLANGE FOLD INWARD Qa PT. A CREASE @a PT. B CREASE a@ PT. C FOLD PT. C OVER PT. B TILL PT. C TOUCHES BOTTOM FLANGE OCT 15 2020 ��ee®!lseo©oo No 77824 1 , SATE OF �3n 0 '� ` • 4 riil6'�dle:;" IY w } _ CC �001=— wLLJ xQO cnv�w a❑wFQ' J w 5 IY It Y O H z ,6w00w zzZF'z �gQ2_j w[=cca Jan❑OU =Zwcn �HQ?o Q Q F �k f c L U w O u I c c L cm u L "rowc z c L O c ~" F F O O u O '4 w a c � � Q u < wu u u z F u C O a, `a c A u u e s u u u 3 z 0 F. 3 U a c � u a c a 0 a u 3 U) c 0 4 Nc a �Z aaaaa n Cl C F_ u u a u u u a COMMUNITY; LINKS AT CALUSA Ll a PLAN # 6101 LL RELEASED:10/09/20 SHEET c z a GYP~ I I 3 FIRST FLOOR ELECTRICAL PLAN SCALE: 1 /4"=1'-0" (22"x34") SCALE: 1/8 "=1'-0" 11 "x17") 2" PVC CONDUIT 2-2/0 COPPER 1-1/0 COPPER 0 OR 2-4/0 ALUMINUM 150 AMP 42 METER 1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT #4 COPPER OR ALUM. BREAKER PV 1/2" PVC CONCRETE ENCASED GROUNDED ELECTRODE I! ■ I ELECTRICAL RISER DIAGRAM NOT TO SCALE ELECTRICAL KEY k� DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH KEYLESS LIGHT FIXTURE CEILING MOUNTED LED LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ow VAPOR PROOF LIGHT FIXTURE *s LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE a EXHAUST FAN q EXHAUST FAN/LIGHT COMBINATION ® CHIMES (OPTIONAL) 0 PUSHBUTTON SWITCH (OPTIONAL) ® COMBINATION SMOKE / CO2 DETECTOR ® SMOKE DETECTOR i4 TELEPHONE (OPTIONAL) N❑ TELEVISION (OPTIONAL) DE ELECTRIC METER s 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. C= W > 2 �0 OH woWC¢O U) Qcc W H J W W W EDC=cc.C= °5zzpw J ��¢2Z W a. _ cr Q_ _3cn000 Z = Z IL fA H Q ? 0 CZ r` Q o O � Q U O W.J m a 0 U 0 �■'� w 1.00 w u a, mmum U) j m< w 1-0 z O a D a, R G O4 lzZ aaaaa COMMUNITY: LINKS AT CALUSA PLAN # 6101 RELEASED:10/09/20 SHEET Em I. I O C7 FIRST FLOOR SLAB PENETRATION PLAN SCALE: 1 /4"=1'-0" (22"x34") SCALE: 1 /8"=1'-0" 11 "x17") cr- } 2 Ir �00H >ir<0 wZ)0l- Q=ww w gW J U) Lu — it IY iY zzzp:W CD z uj _ cr d U 00 _0 H Q Z cz cz �� Q O ~ Z O Q � a U O z m O 0 o w z w w No=". a z O a O U3 o_g w Z a a a a a COMMUNITY; LINKS AT CALUSA PLAN # 6101 RELEASED:10/09/20 SHEEP P" I 1 . n z 9: ! kS ' Z - 5 °a I'l mm m� MABONRY LINTEL ASSEMBLIES 5EE 5GHEOUI E AND 5PECIFICATION5 FOR AWL INFO 6ROUf 6ROUT BOTTOM FEW PRECAST LINTEL W/ EPRECAST LINTEL W tTVEDDED REIN. � I I EMBEDDED REINF. -fl- MB-1 MB-2 m� TOP REIW. OR CONT. CM BOND BEAM BM BEAM REINP. REINP. AS REQV 6RouT 6RM BOTTOM REINF. BOTTOM REINF. -- PRECAST LINTEL w/ PRECAST LINTEL w/ REIN• EMBEDDEDREINF.I- mwnv--"f �I--"-{I- iv MB-3 MB-4 MABONW LINTEL DETAILS REINFORCEMENT MARK DE516NATION TOP BOTTOM 5HEAR REINFORGEMENT 43-1 8F8-OB/OT ----- ---- MB-2 SF8-IB/OT ----- (1) #5 MB-3 5FI6-IB/IT (I) #5 (1) #5 MB-4 8RFI4-IB ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'5 CONCRETE. NOTE5: I. ALL LINTEL5 W SPANS GREATER THAN W-O" 5HALL BE PRE5TRE95ED. 2. SHORE FILLED LINTELS A5 REQURIED. 3. ALL LINTELS 5HALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT 5HALL BE GRADE 60, fy=60 k91 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO 13E LOGATED DIRECTLY ABOVE THE OPENING BELOW SHEET LIST I NPEX SHEET DESCRIPTION SHEET TITLE 5-0.0 5TRUGTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.5 ROOF FRAMING PLAN 50-1 FOUNDATION DETAILS 50-2 STRUCTURAL DETAILS PB55-1 STRUCTURAL DETAILS SENERAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BASED ON 6th EDITION (2011) FLORIDA BUILDING CODE. • FOOTING DESIGN - THESE FOOTINGS HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING GAPAGITY OF 1,500 P5F. • ALL LUMBER EXPOSED TO WEATHER OR IN GONTAGT N/ GONGRETE OR MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALLS TO SLAB WITH),/4" DIA. x 23/4" LONG TAPGON5 0 52" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORRO5ION-RE515TANGE COMPATIBILITY OF HARDWARE $ FASTENERS IN GONTAGT w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • GONGRETE DE516N BASED ON AGI 318. CONGRETE 5HALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE 5TRENGTH5 IN 28 DAYS, U.N.O.: f'c = 2,500 psi:....... FOOTIN65 2,500 psi: ....... 5LA65 ON GRADE (INTERIOR $ EXTERIOR) fy = 60,000 psi ...... REBAR • ALL GONGRETE EXP05ED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTINGS SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTINGS AND SLABS ON GRADE SHALL BEAR ON VIRGIN 501L OR q5% COMPACTED FILL. • MINIMUM LAP 5PLIGE5 ON ALL REINFORGEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. • GROUT SHALL BE A5TM G416 F'c=3000 P51 w/ MAX 3/8" AGGREGATE • GONGRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE STRENGTH OF Ig00 P51 (F'M = 1500 PSI). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON AGI 530/530.1 • REINFORCED GMU GORES (A5 INDIGATED ON PLAN) SHALL El BE REINFORCED w/ (1) #5 BAR VERTIGAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTING DOWEL. • GROUT 50LID ALL REINFORCED GMU GELL5 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 MASONRY OPENINC75 AND AT ALL WALL CORNERS. • VERTIGAL REINFORGEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOGATED IN THE GENTER OF THE MASONRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR WALLS. (A5 5HOWN ON PLANS) • ROUGH OPENINC75 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF SLAB E06E5, AND OTHER LOGATION5 WHERE 5LAB GRAGK5 ARE LIKELY TO DEVELOP. EXACT LOGATION5 PER BUILDER. • SAW GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH OF THE SLAB (I" FOR A 4" SLAB) • JOINTS SHALL BE LOCATED o 12'-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE AS GL05E TO 5QUARE5 AS POSSIBLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SPEC F I CATI DNS (T1 F. U.N.O.) DESCRIPTION OF BLDG. ELEMENT 3"x0.131" NAILS 5NO.120" NAILS J015T TO 50LE PLATE (3) TOENAILS (5) TOENAILS* 50LE PLATE TO JOI5T/BLK'G. (3) NAILS o 4" o.c. (5) NAILS o 4" o.c. STUD TO 50LE PLATE 2 TOENAILS (3) TOENAIL5* TOP OR 50LE PLATE TO 5TU5 2 NAILS 3 NAILS RIM TO TOP PLATE TOENAILS o 8" o.c. TOENAILS o 6" o.0 BLK'G. BTWN. J015T5 TO TOP PL. (3) TOENAILS (3) TOENAILS# DOUBLE STUD NAILS o 24" o.c. NAILS o 16" o.c. DOUBLE TOP PLATE NAILS o 24" o.c. NAILS o 16" o.c. DOUBLE TOP PLATE LAP 5PLIGE q NAILS IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP o CORNERS 4 INTER5EGTIN6 WALLS (2) NAILS (2) NAILS • 2Y2"x0.113 15 AN AGCEPTABLE ALTERNATIVE TO A 3"x0.120% SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE # ARE 5HOWN) TH15 MODEL HAS BEEN DES16NED IN AGGORDANGE WITH THE 6th EDITION (2011) FLORIDA BU I LD I N6 GODE (5EGT1 ON 160q) LATERAL DE516N REQUIREMENTS FOR THE FOLLOWI N6 WIND SPEED � EXPOSURE ONLY: 140 MPH - EXP. B WIND I MPORTANGE EAGTOR = 1.0 INTERNAL PRESSURE GOEFF I G I ENT = ENGLOSED, +/- 0.18 ANY WIND 5PEED/EXPO5URE NOT LISTED HERE REQUIRES FORMAL EVALUATION APPROVAL FROM MULHERN I KULP 5TRUGTURAL EN6INEERIN6. EXTERIOR 4 SHEAR WALL SHEATH I NS SPEC I f I CATIONS INDIGATE5 LOCATION AND EXTENT OF 5HEARNALL NHIGH REG2UIRE5 5HEATHIN6 AND/ OR FASTEN I N6 5PEG I F I GATT ON5 BEYOND THAT OF 5TANDARD GON5TRUGTION SYMBOL SHEAR PANEL 5PEG. I5/32" PLYWOOD OR 05B FA5TENED N/ PI 2Y211xO.131" NAILS @ 6" o.c. ALONG PANEL E067E5 AND 12" o.G. IN THE PANEL FIELD. 15/52" PLYWOOD OR 055 FA5TENED N/ P3 2y2"xO.131" NAILS © 3" o.c. ALONG PANEL ED6E5 AND 12" o.c. IN THE PANEL FIELD. STANDARD EXTERIOR NALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALL5 w/ 15/32" PLYWOOD OR 055 FASTENED w/ 2 11xO.131" NAILS o 6" O.G. AT ALL PANEL ED6E5 AND @ 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL E06E5 SHALL OGGUR OVER FRAMING OR 2X BLOGKING SHALL BE PROVIDED TO SUPPORT PANEL EDGE AND FASTENING 2. ALL STRUCTURAL PANELS ARE TO BE DIREGTLY APPLIED TO STUD FRAMING ® I6"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER w/ 3Y2"x0.131" NAILS ® I6"o.c. USE (5) 5V2"x0.131" NAILS o EA. LAP 5PLIGE. (TYP. U.N.o) 4. LATERAL ANALY515 ASSUMES ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALLS ARE GONTINUOU5 SHEATHED ABOVE AND BELOW OPENINGS. 5. SEE ARCHITECTURAL DRAWINGS FOR ADO'L NALL GON5TRUGTION REQUIREMENT5. 6. ALL EXTERIOR NALL5 ARE GON51DERED 5HEARNALLS. 1. WHERE PANELS ARE APPLIED TO BOTH FAGE5 OF NALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. 8. A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENINC75 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LONG A5 THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHING EDGE NAILING REQUIRED AND OGGUR 16" MINIMUM FROM THE EN05 OF THE 5HEAR6ALL. Window � Door Allowable Wind Pre55ure5 140 MPH Wind Zone Ex o5ure B OPENING 51ZE INTERIOR ZONES END ZONES(D 6 Garage Door +18.5 P5F/-20.q P5F +18.5 P5F/-20.q P5F 16Garage Door +I1.1 P5F/-Iq.1 P5F +I1.1 P5F/-Iq.1 P51F 10 SOFT. +21.2 P5F/-22.q P5F +21.4 P5F/-28.3 P5F 20 SOFT. +20.2 P5F/-22.0 P5F +20.2 P5F/-26.4 P5F 50 SOFT. W1.0 P51F/-20.8 P5F +lq.O P5F/-23.q P5F 100 SOFT. +15.0 P5F/-Iq.B P5F +18.0 P5F/-22.0 P5F 500 SOFT. +15.8 P5F/-11.6 P5F +15.8 PSF/-I1.6 P5F (DEnd 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 pre55ure5 above by a factor of 0.6 to obtain ultimate pressures. ROOF FRAM I N6 • SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 055/PLYNOOD 5HEATHING 24/16, EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8NO.113" RING SHANK NAILS (R5R5-01 OR EQUIV) 0 6" O.G. AT PANEL EDGES 4 0 6" O.G. IN FIELD. FASTEN 5HEATHING TO GABLE END $ DRAG TRU55E5 w/ RING SHANK NAILS o 3" O.G. (U.N.O.). PROVIDE BLOGKING ALONG PANEL E06E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMING. • TRU55 ALL VALLEY SETS. FASTEN EAGH TO TRU55 BELOW w/ SIMPSON VTGR CLIPS o 24" O.G. • ALL METAL HANGERS SHALL BE 5PEGIFIED BY THE TRU55 MANUFAGTURER, UNLE55 OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER NTGA 4 TPI'5 BG51 I GUIDE TO GOOD PRAGTIGE FOR HANDLING, INSTALLING $ BRAGIN6 OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARGH r€ ENG. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORGH $ SHORT SPAN ROOF TRU55E5 W 2x4 LEDGER FASTENED TO FRAMING W(2) 3"x0.131" NAILS o 115" O.G. UPL I PT CONNECTORS BEARING CONDITION GONNEGTOR LLENGTH < 15' 51MP50N H2.5T 51N6LE ROOF TRU55 BEARING ON > 15' 51MP50N HIOA WOOD STUD NALUNOOD BEAM ROOF GIRDER TRU55 BEARING ON WOOD STUD WALL/WOOD BEAM ALL 51MP50N HT520 SINGLE ROOF TRU55 OR PORGH ALL 5IMP50N HETAI6 BEAM BEARING ON GMU WALL ROOF G.T., FLUSH BEAM OR FLUSH G.T. BRG. ON GMU WALL ALL (2) 51MP50N HETAI6 ALL BEARING POINTS OF EAGH ROOF TRU55 SHALL BE GONNEGTED WITH GONNEGTOR A5 L15TE0 ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014 "NATIONAL DESIGN STANDARDS FOR METAL PLATE GONNEGTED WOOD TRU55 CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRUSS UPLIFT CONNECTORS IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-10. ALL UPLIFT GONNEGTOR5 AND LOADS PER THI5 DRAWING SHALL SUPERSEDE THE TRU55 MANUFAGTURER15 UPLIFT GONNEGTOR 5PEGIFIGATION5 AND LOADS 5HONN ON THE SHOP GARD5. LESEN� • ® INTERIOR BEARING WALL • _ _ _ _ = BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARNALL 1777-7,7-71 I: :I EXTENT OF OVERFRAMING •- - �INDIGATES 1/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE SOLID BLOGKING UNDER P05T OR JAMB ABOVE. SENERAL STRUCTURAL NOTES • DESIGN 15 BASED ON bth EDITION (2011) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON NOS, "NATIONAL DE516N 5PEGIFIGATION FOR WOOD GON5TRUGTION" -LATEST EDITION. • DE51 GN LOA05: ROOF LIVE = 20 P5F DEAD = 1 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDING STAIRS 4 DEGK5) = 30 P5F ® SLEEPING AREAS = 50 P5F @ GARAGE = 200 # POINT LOAD ® 61JAR05/HANDRAIL5 = 50 P5F ® GUARD IN -FILL GOMPONENTS DEAD = 10 P5F (20 P5F TOTAL ® TILE) NINE) ULTIMATE WIND SPEED 4 EXPOSURE A5 L15TED R15K GATEGORY II 6ENERAL FRAMING • EXTERIOR WOOD STUD BEARING WALLS SHALL BE 2x 5PF#2 OR 5YP#2 o I6" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARING WALLS SHALL BE 2x 5PF OR 5YP '5TUD' GRADE LUMBER o 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARNALL5 SHALL BE CONSTRUCTED WITH 2x 'STUD' GRADE MEMBERS SPACED o 16" O.G. (MAX.). • ALL NON -BEARING INTERIOR STUD WALLS SHALL BE GON5TRUGTE9 WITH 2x 'STUD' GRADE MEMBERS 5PAGED o 24" O.G. (MAX). • ALL HEADERS SHALL BE SUPPORTED BY (I)2x JACK 5TUD rt (1)2x KING STUD, MINIMUM. - THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDIGATE5 THE NUMBER OF JACK STUDS REQUIRED, U.N.O.. • ALL HEADERS, BEAMS & OTHER 5TRUGTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FAGE NAIL MULTI -PLY 2x BEAMS r# HEADERS W/ 5-RON5 OF 3"x0.131" NAILS o 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FAGE5 0 3-PLY OR MORE GONDITION5. UTILIZE 2 RON5 OF NAILS FOR 2x6 2x8 MEMBERS. • FAGE NAIL BUILT UP 2x POSTS N/ 3"4.131" NAILS o 16" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES 0 3-PLY OR MORE GONDITION5. • REFER TO GONNEGTION 5PECIFIGATION5 TABLE FOR ALL GONNEGTION5 (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALLS w/ 1/16" 05B FASTENED w/ 2Y2"x0.131" NAILS ® 6" O.G. ® E06E5 $ 12" O.G. GENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKING AT ALL UNSUPPORTED PANEL EDGE5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE 50LID BLOGKING IN FLOOR SYSTEM UNDER ALL POSTS GONTINUOU5 TO FOUNDATION/BEARING. • ENGINEERED LUMBER TO MEET OR EXGEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10A0 psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.OXIOA6 psi • FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 RON5 OF 3"xO.131" NAILS o 8" O/G OR 2 RON5 Y4"x3Y2" 51MP50N 505 5GREN5 (OR 512" TRU55LOK 5GREW5) 0 16" 0/6. USE A MINIMUM OF 3 ROWS FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP i BOTTOM NAIL5/5GREN5 2" FROM EDGE. 50LID 3 Y2" OR 5 Y4" BEAMS ARE ACCEPTABLE. USE 2 RON5 OF NAILS FOR 2x6 # 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 RON5 OFY4"xb" 51MP50N 5D5 SCREWS (OR 6 3/4" TRU55LOK 5GREN5) 0 16" 0/G. USE A MINIMUM OF 4 RON5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES (ONE 51DE ONLY FOR TRU55LOK 5GREN5). LOGATE TOP AND BOTTOM 5GREN5 2" FROM EDGE. A SOLID 1" BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL STUDS IN CONTACT w/ GMU NAL.L5 SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LONG TAPGONS o 24" O.G. FLOOR FRAMING • I-J015T5/TRU55E5 SHALL BE DE5I6NED BY MANUF. TO MEET OR EXGEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HANGERS SHALL BE SPECIFIED BY I-JO15T /TRU55 MANUFAGTURER, UNLE55 OTHERN15E NOTED. • I-JO15T/TRU55 SHOP DN65. SHALL BE SUBMITTED TO ARCH. $ ENG. FOR REVIEN AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • FLOOR 5HEATHIN6 SHALL BE 23/32" GONFORMING TO P52-04, 24" O.G., EXPOSURE I, TONGUE AND GROOVE E06E5, FASTEN 5HEATHING TO FRAMING MEMBERS N/ GLUE AND 3'W.131" NAILS o 6" O.G. AT PANEL ED6E5 4 12" O.G. AT INTERMEDIATE SUPPORTS. TYPIGAL 5TAIR GON5TRUGTION 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 EAGH 5TRINGER. • FASTEN 2x6 P.T. PLATE TO GONGRETE 5LAB w/ (3) 3/16" DIA. x 3 Y2" LONG TAPGON5. • FASTEN END 5TRINGER5 TO ADJACENT WALLS W (2) 3"4.131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE 3/4" FLOOR DEGKING ON R15ER5 AND I" FLOOR DEGKING ON TREADS. • SEE STAIR FRAMING SECTION FOR MORE INFO. $��� 1 20dOB9BBODM"�® O. - No 77"'24 S-11,TE Or © copyriq�, KUL Pq & KOS. � 1 n a Jcc w w z o C `r z Lu J C� pC WW W c =� OC 0° E >� Jz ¢� Mo� W p y y cb o m LY �h c cv C M a M&K project number: 068-2001 1 project mgr. TSB drawn by: ]`j[JT issue date: 1 0-07-20 REVISIONS: date: initial: c r, a 0 o � w L- F' 0 J LLJ Z p � 0 Q J Fm 0U Z 4 � � N < F-4 D ~ COC� Z J J sheet: SM0.0 LG�Nn seACT 15 292 38'-8" • INTERIOR BEARING WALL No 77b24 • _ _ _ _ = BEARING WALL ABOVE 16'-8" 12'_0" 10'-0" • BEAM / HEADER ATE O F �~ LOGATION AND EXTENT OF 5HEARWALL © cop IS �r &�cuLs PATIO SLAB: `,®ytEn�ireeriragirrq�+'° ' EXTENT OF OVERFRAMING 3 %2" GONG. SLAB ON • L'_'_'_'J L0 z 12" WIDE GONG. w GRADE (2500 P51 . - _ m------INDIGATES I/8"A" 5AW GUT CONTROL JOINT °U TURNDOWN EXTENDED I I MIN.) w/ 6x6-W1.4xW1.4 o LU MIN. 12" BELOW GRADE I I MESH OR FIBER MESH o INDIGATE5 LOGATION OF REINFORGED GMU GORE = Z o I ON c15% GOMPAGTED o El (5EE NOTES) Z a FILL OR VIRGIN SOIL. — J L METAL HANGER + L<u 2 Ircq' HVAG INDIGATE5 P05T ABOVE. PROVIDE 50LID Z E o BLOGKINCG UNDER P05T OR JAMB ABOVE. � 5D-I 3 )'2" STEP 5D-I I UNIT �y, _ o. 5D- I li. 10010 LU REFER TO 5-0.0 FOR TYPIGAL J -------�—-------- -- E ------ STRUGTURI�L NOTES SCHEDULES =a Q E 2 '-E 6'-2„ II'-10" I �% z 8 W Y C? m LU C N S.G.D. REGE55 PER MANUFACTURERS NSTRUGT�ION I - /A2 I 5D-I � I i E M&K project number: 068-2001 1 • I I project mgr: J S B drawn by: MJT issue date: `I 0-07-20 ' I REVISIONS: � 1 m I I date: initial: NOTE: REFER TO BLOGK PLAN FOR ALL DOWEL o I i LOCATION DIMENSIONS. o -T- q) q) �Cz 0 I I. 2 SD -I L__ -----13Y2" STEP------ ... ....... I... _ __ _ ._ _ _.. _.__.____ . _. _.................. ._ __ .__ _ _ __I. d 4 5D-I I 5D- I I 0 5 I I I LL 5D-I 3 Y2 STEP ►--� 0' r 7 GARAGE SLAB: I 5D-1 I w I I I z 3 y2" GONG. SLAB ON GRADE (2500 PSI MIN.) w/ 6x6-W1.4xW1.4 3 y2 STEP MESH OR FIBER MESH OVER 6 - --_ __ _� ! • • i • I 0 W _I. _ _ _ _ _ ._ _ MIL. POLY ON Q5% GOMPAGTED I 6 FILL OR VIRC71N SOIL. I 5D-I ry I I I z IL U 5 I I 0 L----------------J o 0 z rl J J 2 sheet: 5D-I rjLAB PLAN ALE: SD -I 20'-0" 18'-8" I SCALE: 1/4"=1'-O" (2244 SHEET) SCALE: 1/6"=1'-O" (IIxI 1 SHEET) Fml.O i t— %n Ln r- I 1 I 10 6'-0" 4'-6" 5'-1 1/2" 5-01/2" 6'-2" 0, 3'-2" 4'-6" 4'-2" M13-1 MB-1 M13-I 1"ID J —0 161-01I 1_01I 5'-2" 31-2" 51-01I 201_011 , 5'-4" 151_411 0 I 9 BLOCK PLAN L�G�Nn • ® INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • BEAM / HEADER LOCATION AND EXTENT OF 5HEARWALL 1: • : : I EXTENT OF OVERFRAMIN6 ------ .w W............INDIGATE5 I/8"A" 5AW GUT GONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE UJ (5EE NOTE5) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 5OLID BLOGKIN6 UNDER P05T OR JAMB ABOVE. MABONR1' LINTEL PETA I LS REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT MB-1 8F8-OB/0T ----- ----- MB-2 8F8-IB/OT ----- (1) #5 MB-3 8F16-IB/IT (1) #5 (1) #5 I MB-4 5RF14-IB ---- ----- APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE, QUALITY PREGA5T CO., AND LOTT'S CONCRETE. NOTES: I. ALL LINTEL5 w/ 5PAN5 GREATER THAN 14'-0" 5HALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REQURIED. 3. ALL LINTELS 5HALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT CUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORCEMENT 5HALL BE GRADE 60, fy=60 k9l 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 7. ALL LINTEL5 ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW MASONRY L 1 NTEL ASSEMBL I ES 5EE 56HEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO 6RO r 6RGTn BOTTOM REINF. PRECAST LINTEL W/ PRECAST LINTEL W/ E MBEWW REINF. EMBEDDED REINP. MB- I MB-2 m� TOP REINF. OR CANT. GONE. BOND BEAM BOND BEAM REINF. REINF. A5 REQ'D 6ROUr - 6ROIfr BOTTOM REINF. BOTTOM REINP. • --- PRECAST LINTEL w/ PRECAST LINTEL W/ EM58MM REINF. EMBEDDED REINF. MB-3 MB-4 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES $ SCHEDULES seal: OC i l 5 2.0?Qe�esaio��oss v No 77b24 a o� o' c7;'\TE OF: K9J� © C0PydC f It , dtJ�"'& KULP ttctur�II eedng,�n`c��`% 0 cm Z JLU w w Z o Lo rn z w J aQ. L Q Z= 0 Q o ot C oc W E � = j J� QQ) o Z W Y � O y M W ccch cn N a 2v9 &K project number: 068-200 1 1 roject mgr: [drawn J S B by: MJT sue date: 10.( 7.20 REVISIONS: date: initial: sheet: d Q a 0 J uL J W LO Z 0 (n U) z d O � � N a � Z Q J J SCALE: 1/4"=1'-0" (22X34 SHEET) SCALE: l/6'*'-0" (110 SHEET) Fm2.0 LEGEND • ® INTERIOR BEARING WALL • _ _ _ _ = BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF SHEARWALL EXTENT OF OVERFRAMIN6 • - - -INDICATES I/6"xl" 5AW GUT CONTROL JOINT INDIGATES LOCATION OF REINFORCED GMU GORE El (5EE NOTES) J L METAL HANGER INDIGATES P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. P.T. PO POST PROVIDE (1) 51MP50N G520 STRAP ON EAGH EXTERIOR FACE OF P05T, 9" MIN END LENGTH DROPPED BEAMS PER PLAN REAR W00P LANAI TYP. SEAM TO P05T GONN. SCALE: 3/4"=I'-0• ROOF FRAMING • 5EE ROOF TRU55 UPLIFT CONNECTOR SGHEDULE FOR ALL ROOF TRU55 GONNEGTORS. • ROOF SHEATHING SHALL BE 1/16" MIN. 055/PLYWOOD 5HEATHIN6 24/16, EXP05URE I. FASTEN 5HEATHING TO ROOF MEMBERS w/ 2 3/e"x0.113" RING SHANK NAILS (R5R5-01 OR EQUIV) ® 6" O.G. AT PANEL ED6E5 4 ® 6" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END 4 DRA6 TRU55E5 w/ RING SHANK NAIL5 ® 3" O.G. (U.N.0). PROVIDE BLOCKING ALON6 PANEL E06E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE GLIPS ALON6 UNSUPPORTED E06E5. • ROOF 5HEATHING FOR MAIN ROOF TRU55E5 SHALL EXTEND GONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY 5ET5. FASTEN EACH TO TRU55 BELOW w/ 51MP5ON VTGR GLIPS ® 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLESS OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRUSSES PER WTGA $ TPI'S BG51 I GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING 4 BRAGIN6 OF METAL PLATE CONNECTED WOOD TRU55E5." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARGH $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH $ SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"x0.131" NAIL5 0 16" O.G. UPL I F-T CONNECTORS BEARING CONDITION TRU55 CONNECTOR LEN6TH < 15' 51MP50N H2ST SINGLE ROOF TRU55 BEARING ON > 15, 5IMP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF GIRDER TRU55 BEARING ON ALL 51MP50N HT520 WOOD STUD WALL/WOOD BEAM 51N6LE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL ROOF G.T., FLUSH BEAM OR ALL (2) 51MP50N HETAI6 FLUSH 6.T. BR6. ON GMU WALL ALL BEARING POINTS OF EACH ROOF TRU55 5HALL BE CONNECTED WITH CONNECTOR A5 L15TED ABOVE. IT 15 THE RE5PON515ILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT GONNECTORS PER SEGTION 2.2 OF AN51/TPI-2014 "NATIONAL DE5I6N STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 GONSTRUGTION". MW HA5 ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-10. ALL UPLIFT GONNEGTORS AND LOADS PER THIS DRAWING 5HALL SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR SPEGIFIGATIONS AND LOADS SHOWN ON THE SHOP GARDS. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 4 SCHEDULES 2020 seftCT 1G. •�: o No 77824 e :* e STATE Or °'=Uz • A, z Z .J W w w Z o z w oa.. J QEj .c Z= Q U � Q F- W cn : w •5 T 00 E J Z Q� �. VC3 2 J y o m L6 W C N CY3 n M&K project number: 068-2001 1 project mgr: J S B drawn by MJT issue date: 10-07.20 REVISIONS: date: initial: I o i I 0 z J LL LU I VALLEY TRU55 vz ' I N I••�•� V O.F. 0 24�� O.G. I I U_a W Z II I EL I �� i I ♦ I 0 vl HIP GIRDER TRU55 I 'Q HIP 61RDER TRU55 5D 2 502 51 VALLEY TRU5rs 5 HIP 61 RDER TRU5W"' O O.F. @ 24" O.G. `t I I ,� I -rv 0 0o I ' I � LLw rI�z _-- _-- -- _-- _-- Q 0 .04 R00� SRAM I NG PLAN SCALE: 1/4"=1'-0" (2204 SHEET) WALE: 1/8"=1'-0" (IlxI 1 SHEET) sheet: Sm 1 .3 FILLED CELLS (SEE PLAN) aLL=&t- 411 GARAGE TOP YIEW @CORNER F 7 GONG. OR PAVER GARAGE WALL DRIVEWAY BEYOND GARAGE SLAB m 411 (SEE PLAN) d . e . d 16"x8" THIGKENE =1I I —I I I— III— III—III—III=I EDGE H/ (2) #5 GONT. THICKENED EDGE @ GARAGE DOOR DETAIL SCALE: WS 8" GMU BLOGK (1) #5 VERT. FROM FT6. - TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT GELL SOLID z� Cz (3 _ 6RADE plz — � IIIIIm I QQR, I AF 6" WIDE GONT. GONG. CURB 6ARA6E SLAB (SEE PLAN) n d III —I III —III —III da . IIIII11111TI,111 I = — I It+__�I) #5 DOWEL H/ 6" HOOK AT III —I' ALL VERT. HALL REINF. GLEAN GOMPAGTED(SEE PLANS FOR LOCATION) I I —III —III —III —I - ''' �� I 1—III= I FILL o 95% I -O MONOLITHIC, FOUNDATION 1 II STANDARD DENSITY MIN. H/ (2) #5 GONT. ON GHAIR5 WHERE 2ND STORY HALL 060UR5 DIRECTLY ABOVE THE 8' GMU HALL 5HOHN, FT6.514ALL BE 1'-4" HIDE W/ (2) #5 BARS GARAGE CURB DETAIL SCALE= WS 8" GMU BLOCK BEYOND EXTERIOR DOOR— MTL. THRESHOLD —\ SET IN SEALANT PORCH/PATIO/LANAI SLAB OR PAVERS (SEE PLANS) —\ ;Z MANUF. It I R4.1 FI-FOIL OR EQUAL OVER % FURR 5TRIP5 -PER BUILDER HOUSE SLAB (SEE PLAW I � m� MONOLITHIC, GLEAN GOMPAGTEDJ FOUNDATION W(2) #5 FILL o 95% STANDARD I'-0" GONT. ON CHAIRS DENSITY AND TERMITE 4—MIN. TREATED HI -ERE 2ND 5TORY HALL OGGUR5 DIRECTLY ABOVE THE 8' GMU HALL 5HOHN, FT6. SHALL 13E 1'-4' WIDE w/ (2) #5 BAR5 EXTERIOR OUTSWI NG 4 56D POURED S 1 LLS DETA I L 8" GMU BLOGK (1) #5 VERT. FROM FTC. TO BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" GROUT GELL SOLID d a _ III- 1I—cYl I— I R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOUSE SLAB (SEE PLAN) 11 —11 1 1I 111 I— I- 1) a III 1) #5 DOWEL H/ 6" HOOK AT ALL VERT. WALL REINF. 11 11 111=1 1=1 I —� 1 (SEE PLANS FOR LOGATIOW II -III III —III —III- ' GLEAN GOMPAGTED FILL A cFA MONOLITHIC, FOUNDATION STANDARD DENSITY I MIN. W/ (2) #5 GONT. ON GHAIR5 WHERE 2ND STORY WALL OGGUR5 DIRECTLY ABOVE THE 8" CM WALL 5HOWN, FT6.5HALL BE 1'-4" WIDE W (2) #5 BAR5 FOOTING SECTION W/ BLOCK DETAIL SCALE: NTS 8" GMU BLOGK R4.1 FI-FOIL OR EQUAL BEYOND OVER %"' FURR STRIPS EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (SEE PLAN) PAVERS (SEE PLANS) ° . . ° III —III III —III • a° I I I —III —III —I I I� I I 1=1 I I I � I —I II- ' —I I —I I °III=1 I I —I 11- i=1 m III I d 1 1=1 I=1 11= -1 — III-1 I- "'—=' MONOLITHIC, - 1=111=1 FOUNDATION W/ (2) #5 GLEAN GOMPAGTED 11 GONT. ON CHAIRS FILL o 95% STANDARD I -0 DENSITY AND TERMITE MIN. TREATED WHERE 2ND STORY WALL OGGUR5 DIRECTLY ABOVE THE 8" GMU WALL 5WHN, FT6. SHALL BE t'-4" WIDE W (2) #5 13AR5 ENTRY DOOR DETAIL 6 SCALE: WS PATIO/PORCH/LANAI SLAB (SEE PLAN) 8"x8" THIGKENED — 5LAB H/ (1) #5 GONT. THICKENED EDGE DETAIL 3 SCALE: MIS 8" GMU BLOCK (1) #5 VERT. FROM FTC. T BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" GROUT GELL 50LID PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLAN) z I EXP JOINT 4' -v d - e . . I- dI— .d —III—III- I I I=111— 1_ = i I R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) e =1I I=1' ` I I 1) #5 DOl^EL W/ 6" HOOK AT III— - ALL VERT. WALL REINF. =III= = I IF (SEE PLANS FOR LOCATION) GLEAN GOMPAGTED =1 I I —III —III I FILL ®95% MONOLITHIC, FOUNDATION STANDARD DENSITY I�-OIL H/ (2) #5 GONT. ON MIN. GHAIR5 WHERE 2ND 5TORY WALL 0GGUR5 DIRECTLY ABOVE THE 8" CMU HALL 5HOWN, FT6. SHALL BE 1'-4" WIDE W (2) #5 BARS I EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL SCALE: KM Y2" GYP. BD. EA. 51DE OF 2x45 0 16" O.G. Y2" J-BOLTS 6" FROM EA. END OF WALL AND 5PAGE o 3211 O.G. 2" (6" MIN. EMBED) —a, STUD PLATE TIES PER } PT BOT. PLAN A STUD TOP d PLT. WT. d O . d _ � e (2) #55 CONT. W/ —1 3" MIN. GI FAR UPLIFT GONNEGTOR5 5UGH A5 5TUD PLATE TIES, HURRIGANE GLIP5, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A CALGULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. GARAGE STEP DOWN DETAIL SCALE: errs 8" GMU BLOGK (1) #5 VERT. FROM FT6. TO — BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT GELL 50LID z� RADE 11-111-1 I-111- I k1=_r11 R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) ��1 15 2020 .,nn�eeeee No 77 24 o 0 STATE OF U �: A% F• >a z ...- J w w z o Lo Q' r- z w J nQ.. Gi Z QU U Q � UJ U E Q) � T 3: a j JZ MLU y W m O N M&K project number: 068-200 1 project mgr: J S B drawn by: MJT issue date: `I 0-07-20 REVISIONS: date: initial: z III— PVC, GHA5E 5LEEVE TO BE III=III III=III- r - II—III=III—_— 11 III I . _—III—II III=1 1=1 I I I —I 11=1 I TWIGE THE DIAMETER OF —III PRoTEGTED PIPE I- " RS -1 GLEAN GOMPAGTED FILL o 95% I I-1 I 1=1111 MONOLITHIC, FOUNDATION STANDARD DENSITY I -O W/ (2) #5 GONT. ON CHAIRS MIN. C WHERE 2141? STORY WALL 06GUR5 DIREGTLY ABOVE THE 8" GMU WALL 5HOWN, FT6.514ALL 0 BE I'-4" HIDE W/ (2) #5 BAR5 CHASE DETAIL sheet: d a 0 LL OJ w (n z o z J 4 O � � a N Q ~ Z C� J J SCALE: WS SDm 1 FA5TEN ROOF 5HEATHIN6 TO FA5GIA WITH 2 %"x0.113" RING SHANK NAILS ® 6" O.G. 2x6 FA5GIA -5EE ARCH 8" GMU BOND BEAM N/ (1) #5 GONT. 8" REINF. GMU WALL - -5EE PLAN FOR VERT. t HORZ. REINF. 5PE65 (]> SECTION SCALE: 5/4'4-0' 5EE UPLIFT GONNEGTOR — 5GHEDULE ON PLANS FOR GONNEGTOR 5PEGIFIGATION5 8" GMU BOND BEAM - W/ (1) #5 GONT. 8 REINF. GMU NALL - -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 TRU55 OVERFRAMIN6 PER PLAN SECTION 20 SCALE: s/4'=I'-0" PROVIDE 50LID SHIM BETW'N TRU55 4 GONNEGTOR IF TRU55 LOGATED LE55 THAN I YY FROM GONNEGTOR. WHERE TPV55 15 6REATER THAN I Y2" FROM UPLIFT GONNEGTOR, REFER TO TYPIGAL RETROFIT DETAIL P. 5EE UPLIFT GONNEGTOR 5GHEDULE ON PLANS FOR CONNECTOR 5PEGIFIGATION5 PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EACH TRU55. VERT WALL REINF. TO EXTEND INTO BOND BEAM ROOF TRU55E5 PER PLAN —� PROVIDE M015TLRE BARRIER PLATE (PER TRU55 MANUF) EAGH TRU55. VERT WALL REINF. TO EXTEND INTO BOND BEAM BOND -BEAM — -.-�GONTIN. PREGA5T HEADER---' 8' GMU PIER ENTIRE GOLUMN TO BE GROUT FILLED i 0A5T-GRETE GA5T-GRETE WINDOW SILL, WINDOW SILL, OR EQUIV. OR EQUIV. DOUBLE WINDOW MASONRY PIER DETA<I L L SCALE= HrS Helm WINDOW SIM. PROVIDE 50LID SHIM BETW'N TRU55 t GONNECTOR IF TRU55 LOCATED LE55 THAN I YY FROM GONNEGTOR. WHERE TRU55 15 GREATER THAN I Y FROM UPLIFT GONNEGTOR, REFER TO TYPIGAL RETROFIT DETAIL P. FA5TEN ROOF 5HEATHIN6 TO FA5GIA WITH 2 %NO.113" RING 5HANK NAILS ® 6" O.G. 2x6 FA5GIA -5EE ARGH REINF. MA50NRY LINTEL/ BEAM - 5EE PLAN FOR 5PEGIFIGATION5. SECTION 3 SCALE: S/4•-1' G• VALLEY 5ET OVERFRAMIN6 FASTEN EAGH OVERFR TRU55 TO TRU55 BELOI WITH (1) 51MP50N VTGR ® 24" O.G. TYPICAL OVERFRAMIN6 CONNECTION DETAIL SCALE: N.T.S. 5EE UPLIFT CONNECTOR 5GHEDULE ON PLANS FOR GONNEGTOR 5PEGIFIGATION5 GONNEGT EAGH END OF MASONRY LINTEL TO TOP OF PIER/ WALL N/ (1) #5 BENT DOWEL N/ 24" LE65 dN ROOF 5HEATHIN6 IN ROOF TRU555 5EE DETAIL I ON 5TRUGTURAL PLANS FOR ADDITIONAL GONNEGTION INFO NOT 5HOWN HERE FA5TEN EA, ROOF TRU55 TO GMU N/ 51MP50N M5TMI6 TN15T STRAP. FA5TEN 5TRAP TO GMU Nl (4) Y4" DIA. x 2 Y4" LONG TITEN 5GREN5 PROVIDE M015TL RE BARRIER PLATE (PER TRU55 MANUF) EAGH TRU55. PROVIDE 2x FLAT BLOGKIN6 FIT TIGHT TO ROOF TRU55E5 ® EVERY OTHER BAY FASTENED TO GMU N/ (3) Y4' DIA. x 3 Y2" LONG TAPGON5. FASTEN BLOGKING TO ROOF TRU55E5 w/ (2) 34"x0.131" NAILS ® EA. END. PROVIDE 50LID SHIM BETW'N TRU55 8 GONNEGTOR IF TRU55 LOGATED LE55 THAN I Y2" FROM GONNEGTOR. WHERE TRU55 15 6REATER THAN I YY FROM UPLIFT GONNEGTOR, REFER TO TYPIGAL RETROFIT DETAIL P. 2x FA5GIA -5EE ARCH FASTEN EXTERIOR 5HEATHING TO BLOGKING IN EA. TRU55 BAY w/ 2 NAILS ® 6" O.G. FASTEN EA. 2x4 BLOGKIN6 IN EA. TRU55 BAY TO BOND BM. N/(4) HILTI DNI12P8 PAF's FA5TEN EXTERIOR SHEATHING TO 2x BLOGKIN6 w/ 2Y2"xO.131" NAIL° ® 3"O.G. 8" GMU BOND BEAM N/ (1) #5 BARS GONT. 8" REINF. GMU WALL - -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 ALL LAPS IN MA50NRY 25" RUNNING BAR #5 BENT GORNER BAR GROUTED GELL TYP. CORNER PERT. WALL REIWORGINCG DETAIL SCALE: NTS NOTE5: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. SIMP50N ET EPDXY). 2. PROVIDE %'" DIA. HOLE FOR DOWEL, BLOW OR BRU51-1 GLEAN. 3. FOLLOW MANUF. IN5TALLATION IN5TRUGTION5. FUTURE 8" GMU BLOCK DRILL 6" INTO EX15T6 SLAB, EPDXY 4 DRIVE I #5 DOWEL, PROVIDE MIN.\\7 - 30" LAP 5PLIGE I 5EE TYP. FOUNDATION DETAILS FOR ADDITIONAL INFORMATION NOT 5HOWN HERE d3 GRADE -III—III—III—III ° f- -1 I I —III —III —III ° I-1 Q ' —III—III—III ° 111= —III—III—III ° a I-1 1�1= #5 VERT. BAR TO BE LOGATED PER PLAN IN GROUTED GELL MISSED DOWEL RETROFIT DETAIL SCALE: NTS SIM. • CMIJ STEM Fm DRONED GRADE TRU55E5 PLAN T GONNEGTOR 5GHEDULE WALL REINF {TEND INTO BEAM ROOF TRU5 -5EE PLAN (2)3 142"x0.1 6" GMU BOND BEAM Ni (1) #5 BARS GONT. 6" REINF. GMU WALL - -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PE65 BY WINDOW/DOOR MANUFAGTURER U"x0.113" RING SHANK 2x4 FLAT BLOGKIN6 ® 16" o.c. FA5TENED TO BOND BM. N/ Y4" TAPGON (2)3 Y2"xO.131" VERT WALL REINF, TO EXTEND INTO BOND BEAM SECTION SCALE= 3/4 1'-0' I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FAGE OF WINDON/DOOR, FA5TEN BUGK TO MA50NRY N (1) RON OF Wb"x4" TAPGON5 6" FROM EN05 AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM EDGE OF BUGK. 2. BUGK5 LE55 THAN 2X TO BE FASTENED W/ GUT NAIL5 OR EQUIVALENT. 5TRUGTURAL CONNECTION OF WINDOW/DOOR TO 5TRUGTURE BY OTHER5 IN THI5 GA5E. 3. ADDITIONAL 2X WOOD BUGK MATERIAL MAY BE ADDED TO EXISTING 2X BUGKED OPENING, U5E (3) ROW5 OF 5'0.131" NAIL5 5TAG6ERED ® 12" O.G. EA. 5ZGE551VE 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 BUGK W/ (2) RON5 OF 2-) "NO.131" NAILS ® 161 O.G. FASTEN WINDOW/DOOR TO 2X PER WINDOW/DOOR MANUFAGTURER'S 5PEG5. WINPOW/DOOR 15UCK DETAIL H SCALE: WS LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME � 5HALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REQU 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. 5 SIC, 1G. No 77824 ' S ATE z OF G'�+ © copyOght llLtl�Rl�: UP' ��iru . ralpF�i®�eerir omZJ .J w w _Z Lo r- Z w J a 0 Q cr- z a f-- U 1 �C C � m � � w T 00 E J 08 W 72 y �C?2 8y LY m c N cn a rM&Kect number: 068-200 1 project mgr: J S B drawn by: ]\ j JT issue date: 10-07.20 REVISIONS: date: initial: J LL J WUj Ca a d d F-4 z U 0 � p. c�a r cn z C� J J sheet: SDW2 s 01�1 15 2020 �,eeraaaaeaa�s PERMANENT ROOF TRUSS BRACING NOTES: ���. ` ,�'a' ` Fr - (SINGLE FAMILY HOME OR TOWNHOUSE CONSTRICTION, WITH ROOF TRUSSES SPACED NO MORE THAN 24" O.C) I. WOOD TRUSSES SHALL. BE BRACED AND ERECTED IN AGGORDANGE WITH THE BUILDING COMPONENT SAFETY "GUIDE N 77824 .� r •' INFORMATION %51) TO GOOD PRACTICE FOR HANDLING, INSTALLING, RESIRAININ6 4 BRAGING OF * :. METAL PLATE CONNECTED WOOD TRU55E5," (2008 EDITION). :rr� 2. TOP CHORD BRACING: gTATF °'U: TOP CHORDS SHALL BE BRACED BY DIREGT-APPLIED PLYWOOD/055 5HEATHING. coho • IF SHEATHING 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLINS FASTENED TOP 'S iE in`e' rih���� CHORD, CONTACT MW FOR BRAGIN6 DE516N. 3. BOTTOM CHORD BRAGIN6: a. THE BOTTOM CHORDS SHALL BE BRACED BY DIREGT-APPLIED G.W.B. GEILING 4, WEB MEMBER BRACING: THE TR155 MANUFACTURER SHALL INDICATE THE TR155 MEMBERS (VJ[85, VERTICALS) THAT REQUIRE LATERAL BRAGIN6/RE5TRAINT. a. 'V OR 'L' BRACE: WHERE BRACING 15 REQUIRED A5 INDICATED ON SHOP DRAWING, UTILIZE 'T' OR 'L' BRACES (REFERENCE BG51-53 FIG5URE5 B3-18 $ 13344). SHOP APPLIED REINFORCEMENT PER BG51-B3 FIGIURES 83-22 4 BC-23 15 ACCEPTABLE. • 'T' d 'L' REINFORGIN6 MATERIAL SHALL MATCH THE 51ZE OF THE WEBNERTIGAL MEMBER. • 'L' d 'T' REINFORGIN6 TO BE A MINIMUM OF 90% OF THE LENGTH OF THE WEBNERTIGAL MEMBER. • FASTEN 'L' OR 'T' REINFORCING TO VCBNERTIGAL W/ I6d GUN NAILS (0.131x3 I/2") AT 6" O.G. b. CONTINUOUS LATERAL BRAGIN6 ALTERNATE: WHEN THREE (3) OR MORE 51MILARLY GONFI6URED ROOF TRU55B AL16N, CONTINUOUS ROW5 OF LATERAL 13RAGIN6 MAY BE USED IN LIEU OF THE ABOVE -NOTED 'L' OR T' BRACES. • CONTINUOUS ROWS OF LATERAL BRAGIN6 SHALL CONSIST OF MINIMUM 2x4. ROWS SHALL BE LAP SPLICED ONE TRU55 BEYOND IN EACH DIRECTION. SECURE BRACE TO EACH TR155 COMPRESSION WEB w/ (2) Ibd GUN NAILS (0.1310 1/2"). • CONTINUOUS LATERAL BRAGIN6 SHALL BE RESTRAINED BY DIAGONAL BRAGIN6 (MIN. 2" THICK NOMINAL LUMBER $ MINIMUM 5PF 'STUD' GRADE MATERIAL). TH15 BRAGIN6 15 TO BE CONTINUOUS. PROVIDE ONE ROW OF DIA60NAL BRAGING AT VERTICAL WEB MEMBERS OF TRV55B CLOSEST TO EACH GABLE END WALL d ADDITIONAL DIAGONAL5 AT 20'-0" A5 REQUIRED. DIA60NAL BRACE NAILED TO OPP051TE PROVIDE (2) ibd NAILS o SIDE OF WEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIRECT -APPLIED PLYWOOD/0513 ROOF 5HEATHIN6 GOMPRES51ON WEB (SLOPING OR VERTICAL) CONTINUOUS LATERAL BRAGE ALTERNATE o (3) OR MORE ADJACENT 51MILAR TRUSSES (5EE INDIV. TRUSS SHOP DRAWINGS FOR LOCATIONS) GONTIN. LATERAL BRAGIN6 TO LAP ACRO55 MIN. (1) TRUSS BAY A5 SHOWN 2x 5TR0N65AGK (NOT REQV FOR STRUCTURE) DIRECT -APPLIED PLYWD/05B DIREGT-APPLIED 616113 CEILING SECTION B-B ALnMTE MEI W W6tE (3) OR MORE S*RM MUM ARE 6RMW 2x STRONGBAGK MAY BE INSTALLED FOR GONSTRUGTABILITY TO KEEP EVEN SPACING AT BOTTOM CHORD (NOT REQV FOR STRUCTURE) WEB MEMBER REQUIRING BRACING A5 INDICATED BY TRL65 MANUFACTURER 2x 5TRON615AGK5 MAY BE INSTALLED FOR CONSTRJCTABILITY TO KEEP EVEN SPACING AT BOTTOM CHORD (NOT REGV FOR STRUCTURE) PERMANENT TRUSS BRAC I NCG DETAILS 4 NOTES W&M. NDNE DIWT APPLIW 011LIN6 LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN THIS HOME 6 SHALL BE IMPLEMENTED IN SPEG 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. Z Jcc W w Z ED- Z w J Q zH cr U WF- F- v� J 3: JF- z W C y W 7 M&K project number: 5S =z nQ. .EO d v ♦ Q C z". v m a E -moo g CA 0 m o `- N M Cl 068-2001 1 project mgr: J S B drawn by: MJT issue date: 10.07-20 REVISIONS: date: initial: LO J H W 0 sheet: J W Q 2 0 0 a 0 N 0 J d O 0 J LL, PBSBw,..,, Obb �'� lk 6vff.� g o ki