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HomeMy WebLinkAbout6858 Shelby Lynn Wayw ABBREVIATIONS AB ANCHOR BOLT MAS MASONRY A.F.F. ABOVE FINISH FLOOR MAT MATERIAL ADJ. ADJUSTABLE MAX MAXIMUM ALUM. ALUMINUM MC MEDICINE CABINET ANCH ANCHOR MECH MECHANICAL 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 I BRG. BEARING O.C. ON CENTER BRK. BRICK OHGD OVERHEAD GARAGE DOOR OPER OPERATOR C.J. CONTROL JOINT OPNG OPENING q CENTER LINE OPT OPTIONAL CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD COL. COLUMN OZ OUNCE CONC. CONCRETE 1/R ONE ROD COND. CONDITION 1/S ONE SHELF CONT. CONTINUOUS CANT. CANTILEVER PC PRECAST CLG. CEILING PDS PULL -DOWN STAIR CM CROWN MOLDING PKT POCKET DOOR CR CHAIR RAIL PNL PANEL PLYWD PLYWOOD D DRYER PREFAB PREFABRICATED d PENNY PR PAIR DBL. DOUBLE PROJ PROJECTED DIA. DIAMETER PSI POUNDS PER SQUARE INCH DIR. DIRECTION PSF POUNDS PRE SQUARE FOOT DN DOWN P.T. PRESSURE TREATED DR DOOR DW DISH WASHER QUAD QUADRUPLE DWG DRAWING D.S. DOWNSPOUT REF REFRIGERATOR DTL DETAIL REINF REINFORCED REQ'D REQUIRED EA. EACH RNG RANGE E.J. EXPANSION JOINT R.O. ROUGH OPENING ELEC. ELECTRICAL R RISER ELEV ELEVATION RND ROUND EQ. EQUAL R&S ROD AND SHELF EQUIP. EQUIPMENT EXP EXPANSION Sc SOLID CORE EXT. EXTERIOR SCHEM SCHEMATIC EE EACH END SHLF SHELF SHT SHEET FD FLOOR DRAIN SHWR SHOWER FIN. FINISHED FLOOR SIM SIMILAR FND. FOUNDATION SH SINGLE HUNG FLR. FLOOR S.S. STAINLESS STEEL FP FIREPLACE STL STEEL FR FIRE RATED STRUCT STRUCTURAL FXD FIXED SUSP SUSPENSION FRM FRAME SGD SLIDING GLASS DOOR FTG FOOTING SQ SQUARE GA. GAUGE T TREAD GALV. GALVANIZED TB TOWEL BAR GC GENERAL CONTRACTOR T&G TONGUE AND GROOVE GEN GENERAL TEMP TEMPERED GYP. GYPSUM T.O. TOP OF GL GLUE LAM TR TOWEL ROD GLS GLASS TRPL TRIPLE TYP TYPICAL H HIGH HC HOLLOW CORE U.N.O. UNLESS NOTED OTHERWISE VERT VERTICAL HGT. HEIGHT V.L.I.F. VERIFY LOCATION IN FIELD HDR. HEADER HB HOSE BIBB W WASHER HORIZ. HORIZONTAL W/ WITH INSUL. INSULATION WC WATER CLOSET INT. INTERIOR Wp WOOD WWM WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB VT)CI I! I a'"TM COFI-Jpaljj,es 90 Matawan Fload Matawan, NJ 07747 (732) 383-2200 1 �► ft �■► ELEVATION "A" 6858 SHELBY LYNN WAY ZEPHYRHILLS-i FL 33542 TERMITE TREATMENT TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." v A, • ELEVATION "A" F1 ST FLR A/C F1,464 SQ. FT. ENTRY 33 SQ. FT. GARAGE 385 SQ. FT. LANAI 120 SQ. FT. TOTAL UR F-2002 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 COVERSHEET & BUILDING DATA CS2 GENERAL NOTES A'1.1 FIRST FLOOR PLAN A2.1 FRONT & REAR ELEVATIONS A2.2 SIDE ELEVATIONS A3.1 ROOF PLAN A5.1 BUILDING SECTIONS A5.2 TYPICAL WALL SECTIONS WP1 WATERPROOFING DETAILS E1.1 FIRST FLOOR ELECTRICAL PLAN P1.1 SLAB PENETRATION PLAN ALL WO W' OMPLY MTV EVAIL NG S-0.0 STRUCTURAL NOTES - CODES Ft�; IC,,- su t� �glt4loI F-1.0 SLAB PLAN NA'�"I�NA E WEXT R,3C 7 0 F-2.0 BLOCK PLAN AN( THE Csf`�' ORDHANCE S-1.3 ROOF FRAMING PLAN SD-1 FOUNDATION DETAILS SD-2 STRUCTURAL DETAILS PBSB-1 STRUCTURAL DETAILS REVIEWfjktfV ?_ CITY OF ZEPHYRH S OCT 12 2020 `millgre®eaa®®o NO 77624 . , STATE OF . ��� `° e*®®®®NA n � �, tY W 0�>_mcl: W Z O = �:O>_,__ >crQ0 W C) l — U)0>w wlQ— ¢ fl .J � Ill �trcc:Iz Y01-z LL 0 0 cf) zzzF'z_ J Q J W CL 2 !Y n- _j 000 Z)—z IL U) azo N < Q 0 0 r� V 0 c Ai w �~ w a ONE" i w =a rL 0 � ll� vl 0< u in w m w U) O a E2 ch W U) 2 O �Z aaa©a COMMUNITY; LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 10/6120 SHEET cS I R L D z z 4 n z z rn z w In w 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: I. 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 V. HANDRAIL CONTINUITY: HANDRAIL -GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUT INTERRUPTION BY NEWEL POSTS OR OTHER OBSTRUCTIONS. EXCEPTIONS: LHANDRAILS WITHIN DWELLING UNITS ARE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT A STAIR OR RAMP LANDING. 2. WITHIN A DWELLING UNIT, THE USE OF A VOLUTE, TURNOUT OR STARTING EASING IS ALLOWED ON THE LOWEST TREAD. 3. HANDRAIL BRACKETS OR BALUSTERS ATTACHED TO THE BOTTOM SURFACE OF THE HANDRAIL SHALL NOT BE CONSIDERED OBSTRUCTIONS TO GRASPABILITY, PROVIDED THAT THE FOLLOWING CONDITIONS ARE MET: 3.1. THEY DO NOT PROJECT HORIZ BEYOND THE SIDES OF THE HANDRAIL WITHIN 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'/Z" CAN BE REDUCED BY 1/8". 3.2. THEY HAVE EDGES WITH A RADIUS OF NOT LESS THAN .01 ". 3.3. THEY OBSTRUCT NOT IN EXCESS OF 20 PERCENT OF THE HANDRAIL LENGTH. HANDRAIL CLEARANCE: CLEAR SPACE BETWEEN A HANDRAIL AND A WALL OR OTHER SURFACE SHALL BE A MINIMUM OF 1.511. 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. L 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 FLASHING: 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 3. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: • THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTUREROS INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURERS INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. • IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OFA REGISTERED DESIGN PROFESSIONAL. • IN ACCORDANCE WITH FMAIAAMA 100, FMA/AAMA 200. FMA/WDMA 250, OR FMA/AAMA/WDMA 300 WINDOW INSTALLATION: 1. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. FLOOD ZONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. CHIMNEY HEIGHT REQUIREMENTS: 1. WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED THE CHIMNEY MUST EXTEND Y-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE T-0" HIGHER THAN THE ROOF OR. RIDGE THAT IS 10'-0" AWAY OR CLOSER. TUB AND SHOWER AREAS: 1. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, C1325, OR C1178 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. MECHANICAL AND HVAC: 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (762 mm) DEEP AND 30 INCHES (762 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. #26 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (76 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. EXHAUST FANS AND VENTING: 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3. DUCT LENGTH: THE MAXIMUM LENGTH OF A CLOTHES: DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET. THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (762 mm) FOR EACH 45 DEGREE (0.79 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM THIS OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. FOUNDATION INSPECTION NOTES: A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. FRAMING INSPECTION NOTES: ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH INS MUST BE COMPLETE, INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION (FBC 110.6) OCT 12 2020 Ap d� No 7 •.� o # 7824 ram: W >- 2 ?: 0 >- >c <0 WZ)C)I- ¢ 0)) W J ;Wg :D (r Y 0 I- Z LL O 0 cA Z Z Z ~ Z J Q 2 J ui CC _3U)p0U. Z - Z LL U1 �I-<i E g r Q r o 0 g� H r� V cm 0 0i ' w W w �(L v) Oct i� I.Y vl Z O i i i r I U 0 i i Z O d Fna t z a<a<< i c c c E c i is i c COMMUNITY: c LINKS AT CALUSA SPRINGS j PLAN # 6100 L RELEASED: 10/6/20 L SHEET CS2 z w U) z O U z w 35'-0" 0 0 r` Ri Is I 36"X60" ACRYLIC _ SHWR PAN O 00 M W W = c'') co 2 c/) x A5.1 * N fh 5'-4" 15'-0" 1 0 A5.1 w aop cr_� I O W �m 13'-4" i "35 SH 54"X63" EGRESS XFER GRILL 13'-52" OWNER'S CV 8'-8" CLG. CV T 5'-1" q. kli4o MIr/W11 12'-0" 6" 11'-0" STUCCO WRAPPED ---- BEAM@7'-8" STUCCO WRAPPED —� 4X6 POSTS LANAI 8'-8" CLG MOISTURE RESISTANT DRYWALL CLG. 8'-8„ 1 4'-44" �Z-01„ CV R&S co co L PTRY 6068 SGD TEMP rIN c) CM N i 35 SH 16-10" GREAT 8'-8" CLG. :m CM N Kx - r WH N LINE OF 2" 2868 SC W/ -' Kx N CONC. CURB SELF CLOSER 2'-0" _ _ _ _ rk8'!- NTRY °O 22" X 64� 8" CLG. OBEDROOM 2 XA ATTICCOMM. SPECS. ___ACCESS 8"1 �_��� 8118'-8" CLG. 01 1/2" WALL BOARD ON 17'-4" 41-0" 101-0" GARAGE SIDE PROVIDE <X FLAT SOFFIT INSULATION AS REQ'D AT 7'-4" rIN M <x *25 SH O 37"X63" EGRESS I o 2 CAR N cm N GARAGE 8'-8" CLG. 1/2" CEILING BOARD ABOVE m I I i = I 16070 GARAGE DOOR 16'-0" '-4' 7'-4" lo 18'-8" _ 5'-0" 11 '-4" 35'-0" 1 A5.1 FIRST FLOOR PLAN SCALE: 1 /4"=1'-0" 4'-0" co U) N O O c'9 11. iy T _ 2 A5.1 LEGEND SYMBOLS A BUILDING/WALL SECTION S1fT MARKER OINTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE �p ELEVATION STEP BRKX FLOORING BREAK WALL TYPES 2x WOOD/STEEL FRAMED PARTITION INTERIOR PARTITION w/ ® INSULATION CMU WALL CMU WALL w/ FURRING & INSULATION _ NOTE: INTERIOR WALLS ARE DRAWN TO ROUGH DIMENSIONS STAIR DIAGRAM STAIR CALLS. FLOOR TO FLOOR HEIGHT 10'-2 3/4" CONVERTED TO INCHES 122 3/4" TOTAL NUMBER OF RISERS 16 TYP. RISER HEIGHT 7 11/16" TREAD DEPTH 10" NOSING 1 SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL SOLID SURFACE BRACKET SPACED R16" O.C. FOR COUNTERTOP VERHANGS GREATER THAN 10" TOP PLATE 2x4 STUD WALL 1-2MAX. SEE PLANS FOR WALL LAYOUT _ 1/2" GYP. tBASE CABINET AS BD. PER SHOP DWGJ N WD.BASE MOLDING FINISH FLOOR F ASH I OFINIOR1 rSUBFLOOR TYPICAL DOOR PLACEMENT DIAGRAMS ODOORS LOCATED WITHIN A LENGTH OF WALL ARE TO BE CENTERED UNLESS DIMENSIONED OR NOTED OTHERWISE. DOORS LOCATED ADJACENT TO WALL OINTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. OCT 12 ZOZ0 01 BAAS@I11i®ee, �%%% M, G. No 7 ` 824 : 0 ;• STATE OF •'��� It w r IX Wz0= 0}H > tr < 0 W Z)C)I- (nUWW ¢ WI— _ J cr x CC YO1­—z 06 LL 0 0 (n zzz�z w J Q J W IL _ cr 0- DE � 2 Z LL U) Q z n (� O N cr A 2 1` Q O o g� 2 0 ^0 V r� V o 0 0 o I W w a, a, 1-0 c l m< X w MEWw LLO 2 X _O U U) W c Z O .Q in [a wcj z aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 10/6/20 SHEET Alel 4" WIDE STUCCO +1 BAND l I 2° 4" 4-1 i 4„ 2" 01 +1 / 4"WIDE ---� STUCCO BAND WINDOW HEAD & SILL DETAILS REAR ELEVATION SCALE: 3/4"=1'-0" � SCALE: 1 /4"=1'-0" 4" WIDE STUCCO I BAND I +1 � I 2" I \ 1J \ — _�/ GARAGE HEAD TRIM DETAIL SCALE: 3/4"=1'-O" ROOF SHINGLES PER — COMMUNITY SPECS. 6" FASCIA, TYP. — 1 '-011 1 4" WIDE STUCCO BAND (+1) 12 5 5:12 0 16070 GARAGE DOOR FRONT ELEVATION SCALE: 1 /4"=1'-0" 5:12 0 12 5 2 BLDG. HEIGHT 6" FASCIA, TYP. riles c T.O. MASONRY - - - T.O. WINDOW 1 '-0" � I I I I �- 4" WIDE STUCCO BAND *25 SH 1 (+1) FIN. FLOOR A PAINT AND FMSH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH SAND TRIM COLOR FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT. STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) OCT 12 20N * No 77g • 24 �4 7 AZ OF - .�Fs•• <• 0 o� Iz J W w ?001- >o�ca0 cnUww cr cr Y 0 F- Z cidLi- 00cf) z Z z ~ cn Z Li j < _j W a = C T- (1)pOU = z LL cn �F-QZ� n a O N gQ o 0 2 H Q ® Vl jA ® z o U 0 w j W Q w ICL c7j U) w Z 0 W U) _O a� tin W 0 c Z O F. � c A .z aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 10/6/20 SHEET A2 • 1 I'I i❑ I tNll Pi : --I E Ai,i L&iiul m. .Al iffilii¢.rAM-ri.•t IM u�-AMrTTEl-Txf 12 5 �51 T.O. MASONRY 0 00 00 ROOF SHINGLES PER COMMUNITY SPECS. 12 5 LEFT ELEVATION SCALE: 1/4"=1'-0" 12 5V/ 5:12 0 RIGHT ELEVATION SCALE: 1 /4"=1'-0" 12 5 5:12 0 ROOF SHINGLES PER 12 COMMUNITY SPECS. 5 5:12 0 12 5 12 5 5:12 0 PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH r:^.-,a,..?.,....,;. :a t 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 & 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 I T BETWEENJOINTS 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) 12 5 T.O. MASONRY OCT 12 2020 ®1raw111G11!®#,, s NO 77824 �. --oi *7 o � 3 STATE OF . CUB s A 1 0 N A L ;® 1111111 0r W :E wz0= O } ~— >mQO WQF- M cn LI- QW wg cr Ir Y 0 F- Z '6LL00U) zZzFz U) 4 r-r J J LEI EL _3Cp0v Z=ZLLU) �F-Qz❑ C) Q O g� H V r� V U) ®i Z 0 w w w r~ w w w x rX v ) Z O N W Zw Z� O � grZ aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 10/6/20 SHEET A2e2 ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 2002 SQ. FT. 961 SQ. IN. UPPER VENT 40% NET VENT MIN. 384 SQ. IN. UPPER VENT 50% NET VENT MAX. 480 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 547 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SQ. IN. / LF.1 83 LF. NOTE: LOCATE RIDGE VENTS 2'-0" OFF ALL HIPS RIDGES OR VALLEYS, MIN., TYP. 9806.2: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" OCT 12 2020 ,,,t®®a ^asell,, 4 *; No 7 `�••'� 7g24 ® :• STA � TE OF 'ohs •O W I111111110 DoP••° �'O`� Ir Lu } 2 � LIJ �00I } WCQO >OUj LUa - U) uj Q :D WQ J LU W w cr_ Y O I— z �u-00C/) zzzP'z J Q � J wE- =cca _ju)p0U :D z LL (/) ¢zo C) n cc \J ~ O � Q Q 0 0 V 0 Z 0 LL i� 0 'a 0 w o U) i w i w U) z O I I I rI c o f f f I l In oa in o f i ( f c i L c COMMUNITY; LINKS AT CALUSA SPRINGS PLAN # 6100 L RELEASED: 10/6/20 u SHEET c A3. 1 c y z JJ :n z J z JJ r D D r L z z Q r D r D L z z_ D L D D D r 3- Li n i.� BOTTOM OF LIN' Ca T -4" A. T.O. MASONRY T.O_WINDOW — — 12 5 BEDROOM 3 FIN. FLR. � a' i+ I L f BUILDING SECTION SCALE: 1 /4"=V-0" BUILDING SECTION SCALE: 1 /4"=V-0" 2 A5.1 A5.1 1 A5.1 ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) I nf'%^r ni nnv+i r!o nrn flf'%RARA1 IAIIT/ MASONRI T.O. WINDOVI — — FIN._FLR._ OCT 12 2020 41 4411 . NO 7782 • ® ? Z. • OF 'o�S C. R I ®P�'°��'► s,ONA 04 �� -* c %* Lu 0 J W Wzom wwZO >ccQO ir Lu U) 3: W QWF- _ C > J rr °tSO0Z W wa=tea �U)p0U =zLLU) �1-Qz� n Q (� n Q o F- O �¢ Q O 0 V O Z o �i 0." P� 1.0 (J) u U r•� 1.4 iri r..r w O u w w mmomo Oct w w 2 X U) Oct _O U U) W Cl U O 4 mZ aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 10/6/20 SHEET AS. I i z ji n z D z A Rd - — i. _ L.;� __a �,_ . �:._' _.... - t....i ,.i .�, :..: .:�,..l;il. .la L.,,,. li ,i i...-.0 �,:,: �-11 �� I i 1'1- i --- -. i i�-. i i 12 SEE ROOF PLAN INSULATION PER — COMMUNITY SPEC. SEE ENERGY CALCS. 1/2" (MIN.) CLG. BD. 1x PT DRAPE BLKG - ABOVE WINDOWS 1/2" G.W.B. WINDOW PER PLAN GYP.BD. WINDOW SILL 112" GYP. BD. OVER RADIANT BARRIER INSULATION (R-4.1) ATTACHED TO 1x2 PT. FURRING @a 24" O.C. BASE BOARD SEE SOFFIT AT RAKE (BEYOND) ROOF PLAN REFER TO PLANS FINISH PER PLAN 7/8 STUCCO OVER LATH == w: W/ 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) m BENT METAL FLASHING REFER TO "L" FLASHING DETAIL 2X LEDGER BOARD jI u \, \-P(REFER TO ELEV) INSULATION AS I _ 2X ALUM WRAPPED FASCIA PER SPECS. BD. WALUM DRIP EDGE PRE-ENGINEERED SOFFIT AS PER SPECS. GABLE END ROOF TRUSS - REFER TO 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" = V-0" 1-STORY- MASONRY WALL SEE ELEV. 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. At TOP OF C.M.U. (REFER TO ELEV) 2x6 ALUM WRAPPED FASCIA BD. W/ALUM DRIP EDGE. SOFFIT PER SPECS SEE STRUCTURAL PLAN PRECAST WIN. SILL SLOPE GRADE AWAY FROM HOUSE 0'-0" FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. 1-STORY WALL 0 WINDOW SCALE: 1/2" = V-0" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS PROVIDE 2X4 FRAMED GYPSUM BOARD z g ENCLOSURE FOR ELECTRICAL PANEL, FINISH W/ 3 1/2" w I GARAGE °- 2" GYPSUM BOARD ELECTRIC METER LOCATION - SEE i PLANS. VERIFY _ INSTALLATION IN N FIELD ' ELECTRICAL M STUCCO PANEL FINISH cV EXTERIOR 00 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. CONCRETE CURB REFER TO PLANS H1 ? % �`�� _A., "4 GRADE GYPSUM BOARD 2" GYPSUM — BOARD NICHE FOR - ELECTRICAL PANEL & WIRING ELECTRICAL - PANEL EXTERIOR CMU BLOCK WALL cv CONCRETE — CURB REFER TO PLANS - CONCRETE-- SLAB ON GRADE AT GARAGE FLOOR OCT 12 2020 •' * NO 77824 S ®� ATE OF 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. it (REFER TO ELEV) =7 4SEE \-2x6 ALUM WRAPPED FASCIA ELEV. BD. W/ALUM DRIP EDGE. 1/2" (MIN.) ------ SOFFIT PER SPECS CLG. BD. (a" TYPE'X' GYP. BD. SEE STRUCTURAL TO BE PROVIDED PLAN WHEN LIVING SPACE IS ABOVE GARAGE) 8" CMU BLOCK W/ CEMENTITIOUS FINISH (BEYOND) EXPANSION JOINT GARAGE SLALL DRIVEWAY PER COMMUNITY SEE STRUCT4" SPECS PLANS OIL 01 SLOPE FIN. FL. Ems - co WALL SECTION SCALE: 1/2" = V-0" ATTIC FLOOR REFER OR SECOND LIVING SPACE TO PLANS T.O. M z J d � w d � I I I I I I � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I N co 00 cv ' - N FA -1 L 1' V-6" ELECTRICAL PANEL NICHE AT CMU BLOCK WALL SCALE: 1/2" = V-0" FOUNDATION PER STRUCTURAL DRAWINGS GARAGE DOOR NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION T_ w Ir W z O = O H > ct 0 U) zw WQ ❑ ~ 2 J Z)crcrIt Y01-z LL O O Z Z Z H Lu J Q J uj FL cr . j U) 0 0 �2ZLL(A H Q Z 0 00 n Q O � Q H 0 0 0 4 r� V 0 i I� z INEENE! 0 ® M� w U U w MONO w MENEM cn rrIL vl m< w w w x ffX vl m< I 0 r cr ch W 0 Z 0 uj Q r 0 WII Z aaaaa COMMUNITY; LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 10/6/20 SHEET A5.2 OCT 12 2020 z L0 T "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. WOOL BUCK TO MASONRY 2) SET P.T. WOOD BUCK OVER CMU WATERPROOFING IN URETHANE SEALANT. FASTEN PER PRODUCT APPROVALS. 3) APPLY LIQUID WATERPROOFING MEMBRANE OVER THE TC AND EXTERIOR FACE OF BUCK AND SILL CMU OPENING WATERPROOFING SCALE: N.T.S. 8" THICK, 3 COAT CEMENT PLASTER 60 MIN. GRADE D PAPER BACKED LATH BARRICADE PLUS WRB (OR APPROVED EQUAL) WRAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1-1/2" ABOVE SHINGLES ROOF/WALL SCREED 5X5 WALL FLASHING KICK -OUT FLASHING (SEE DTL. BELOW) FELT UNDERLAYMENT SHINGLE ROOFING FASCIA WRAP DRIP EDGE: OVERLAP 3", EXTEND BELOW SHEATHING, MECH. FASTEN 4" O.C. MAX. KICKOUT DETAIL SCALE: N.T.S. STEP 1 FOLD FOLD @ FOLD INWARD @ PT. A STEP 3 0 Q FOLD @ 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 CTCD 7 450 FOLD INWARD @ PT. A CREASE @ PT. B STEP 4 • �, IV `© cc N07782 •. G' *: �7g24 STATE olz •�� 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 Ir w } 2 CC ui �001=- } >oCQO uJ C) U) ui Q � W � 2 > 5 cr IY cc V O I- Z �LL00C/) Z Z Z ~ z_ � J Q � J w a = cc CL _3cn000 Z=ZLLU) zo �I-Qco G� S a ¢� � 0C < o 0 U o tn Oj o JL J.'o _ w m w w A a U) m< W w w 2 X U) z 0 i in I I I tn o� I I ' U) o aaaaa lzZ i c c c f c I, i i c L c COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 10/6120 i SHEET WP I C 7 S I r 'CONNECT FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4"=1'-0" 2" PVC CONDUIT 2-2/0 COPPER O OR COPPER OR 2 4/0 ALUMINUM 200 AMP 42 METER 1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT #4 COPPER OR ALUM. I BREAKER 1 /2" PVC CONCRETE ENCASED GROUNDED ELECTRODE ELECTRICAL RISER DIAGRAM NOT TO SCALE ELECTRICAL KEY 0 DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET Fl GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET WALL SWITCH 3 THREE-WAY SWITCH + FOUR-WAY SWITCH KEYLESS LIGHT FIXTURE CEILING MOUNTED LED LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE VAPOR PROOF LIGHT FIXTURE Pc LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION © CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) ® COMBINATION SMOKE / CO2 DETECTOR So SMOKE DETECTOR E4 TELEPHONE (OPTIONAL) TELEVISION (OPTIONAL) p ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH Q JUNCTION BOX /I-- STANDARD ELECTRICAL LINE NOTES: 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AND ARC FAULT CIRCUIT INTERRUPTERS (AFCI) PER 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. x W } _ CC � O O I— Lu �Q >O LuZ)ol- cnUWW � OL � J �m�Ir ZOOW wJ¢2-1 a:ir I _3cnoOU Z=zLLcn �F-QZ❑ ri N n Q o O � a Q O u ® z a)0 ® j L� i� ® i.Lr U = r � w w t w "mm" [L i"� u U w m< mi w w w w x X U) O_ r ce. W z Z 08 a:Z a<Qaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 10/6/20 SHEET EIA SLAB PENETRATION PLAN IY W 0 CC Wz0= O H >rr<0 UC) U 0 Q = W I-" 2 � > J Z) Ir �e0E-z ,6LL00� zzzFw J J Q W !L 2 IZ �CQ00Q Z2ZLLc) �H<z S r CZ r- O0� Zd� H O � Q ll� V r...� M.n.y two w w w I moolml a) 4:4 w U) w x oc U) wc� _O rL LL U t4 W cn Z 0a �o Wz QaQQQ COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 1016/20 SHEET pI,I i MASONRY LINTEL ASSEMBL I ES 5EE 5GHEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO BOTTOM REINr. PREGA5T LINTEL W PREGA5T LINTEL W EMBEDDED REINF. � I I EMBEDDED REINF. MB-1-1 # #MBBn---2� TOP REINF. OR GONT. GONT. BOND BEAM BOND BEAM REINF. REIN. A5 REGIV GROUT - GROUT BOTTOM REINF. BOTTOM REINF. • __ 4- '- PREGA5T LINTEL W PREGA5T LINTEL w/ EMBEDDED REW EMBEDDED REINF. u MB-3 MB-4 MA50NRY L I NTEL META I LS REINFORCEMENT MARK DESIGNATION TOP BOTTOM 5HEAR REINFORCEMENT MB-I 8F8-OB/OT ----- ----- MB-2 8F8-I6/OT ----- (1) #5 MB-3 8FI6-I13/IT (I) #5 (I) #5 MB-4 SRFI4-IB ----- APPROVED LINTEL MANUFAGTURER5 ARE: GAST-GRETE, QUALITY PREGAST GO., AND LOTT'S GONGRETE. NOTES: I. ALL LINTELS W 5PAN5 GREATER THAN 14'-O" 5HALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTEL5 A5 REGURIED. 3. ALL LINTELS 5HALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORGEMENT 5HALL BE 6RADE 60, f y=60 k51 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOCATED DIREGTLY ABOVE THE OPENIN6 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 5D-I FOUNDATION DETAILS ~ 5D-2 STRUCTURAL DETAILS PB55-1 STRUCTURAL DETAILS GENERAL STRUCTURAL NOTES FOUNDATION • DESIGN 15 BASED ON loth EDITION (2011) FLORIDA BUILDIN6 CODE. • FOOTIN6 DE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 PSF. • ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT W/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALLS TO SLAB WITHY4" DIA. x 23/4" LONG TAPGON5 ® 32" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORRO51ON-RE515TANGE GOMPATIBILITY OF HARDWARE $ FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER $ HARDWARE SUPPLIERS TO GOORD. • CONCRETE DE516N BASED ON AGI 50. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE 5TREN6TH5 IN 28 DAYS, U.N.O.: f'c = 2,500 P51:....... FOOTIN65 2,500 p5i:....... 5LAB5 ON 6RADE (INTERIOR 4 EXTERIOR) fly = 60,000 p5i ...... REBAR • ALL CONCRETE EXP05ED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTIN65 AND 5LAB5 ON 6RADE 5HALL BEAR ON VIR61N 501L OR q5% COMPACTED FILL. • MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. • 6ROUT SHALL BE A5TM G416 F'c=3000 P51 w/ MAX 3/8" A66RE6ATE • CONCRETE MASONRY UNIT5 SHALL BE A5TM GqO WITH A MINIMUM COMPRESSIVE 5TREN6TH OF MOO P51 (F'M = 1500 P50. ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON AG 550/530.1 • REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL BE REINFORCED W (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL AL16N WITH FOOTIN6 DOWEL BELOW. PROVIDE MIN 50" LAP SPLICE WITH FOOTING DOWEL. • GROUT 50LID 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 SOLID ON EACH 51DE OF ALL MASONRY 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 6-0" O.G. IN EXTERIOR HALLS. (AS SHOWN ON PLANS) • ROU6H OPENINC75 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF SLAB E06E5, AND OTHER LOCATIONS WHERE SLAB 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 ® 12-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT 6RI D PATTERN SHALL BE AS CLOSE TO 50UARE5 A5 P0551BLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SPECIr-ICATIONS (T)'P. U.N.O.) DESCRIPTION OF BLDG. ELEMENT 3"x0.131" NAILS 3"xO.120" NAILS J015T TO SOLE PLATE (3) TOENAILS (3) TOENAILS* 50LE PLATE TO J015T/6LK'G. (5) NAILS 0 4" o.c. (3) NAILS 0 4" o.c. STUD TO 50LE PLATE 2 TOENAILS (3) TOENAIL5* TOP OR 50LE PLATE TO STUD (2) NAILS (3) NAILS RIM TO TOP PLATE TOENAILS @ 8" o.c. TOENAILS ® 6" o.0 BLK6. BTWN. JOISTS TO TOP PL. (5) TOENAILS (5) TOENAIL5* DOUBLE STUD NAILS a 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE NAILS ® 24" o.c. NAILS ® 16" o.c. DOUBLE TOP PLATE LAP SPLICE (q) NAILS IN LAPPED AREA (11) NAILS IN LAPPED AREA TOP PLATE LAP @ CORNERS $ INTER5EGTIN6 HALLS (2) NAILS (2) NAILS * 2Y2"xO.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"x0.120", SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE * ARE SHOWN) THIS MODEL HAS BEEN DE516NED IN AGGORDANGE WITH THE 6th EDITION (2011) FLORIDA BU I LD I N6 CODE (5EGT1 ON 160q) LATERAL DES 16N REOU I REMENT5 FOR THE FOLLOWIN6 WIND SPEED � EXPOSURE ONLY: 40 MPH - EXP. B WIND IMPORTANGE FAGTOR = 1.0 INTERNAL PRE55URE GOEFF I G I ENT = ENGL05ED, +/- 0.0 ANY WIND 5PEED/EXP05URE NOT L 15TED HERE REQUIRES FORMAL EVALUATION APPROVAL FROM MULHERN � KULP STRUCTURAL EN61 NEERI N6. EXTERIOR I$ SHEAR leiALL SHEATHING SPEC I � I CATIONS INDIGATE5 LOGATION AND EXTENT OF 5HEARWALL WHI GH REOU I RE5 SHEATH I N6 AND/ OR FA5TENIN6 5PEG I F I GATI ON5 BEYOND THAT OF 5TANDARD GON5TRUGTION SYMBOL SHEAR PANEL 5PEG. I5/32" PLYWOOD OR 05B FASTENED W/ PI 2Y211xO.I31" NAILS ® 6" o.G. ALON6 PANEL ED6ES AND 12" o.G. IN THE PANEL FIELD. I5/52" PLYWOOD OR 05E3 FA5TENED W/ P3 2/2"xO.131" NAIL5 @ 5" o.G. ALON6 PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALL5 w/ 15/32" PLYWOOD OR 05B FASTENED W 2Y2"x0.131" NAILS @ 6" O.G. AT ALL PANEL E06E5 AND ® 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL E06E5 SHALL OCCUR OVER FRAMIN6 OR 2X BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL ED6E AND FA5TENIN6 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO 5TUD FRAMIN6 ® 16"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED T06ETHER w/ %"xO.131" NAILS @ 16"o.c. USE (8) %"xO.131" NAILS @ EA. LAP SPLICE. (TYP. U.N.0) 4. LATERAL ANALY515 ASSUMES ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALL5 ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENINC75. 5. SEE ARGHITEGTURAL DRAWINGS FOR ADD'L WALL CONSTRUCTION REQUIREMENTS. 6. ALL EXTERIOR HALLS ARE CONSIDERED 5HEARWALL5. 1. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMIN6 MEMBERS. 8. A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENINC75 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LON6 A5 THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 EDGE NAILIN6 REQUIRED AND OCCUR 16" MINIMUM FROM THE ENDS OF THE 5HEARWALL. Window � Door Allowable Wind Pre55ure5 140 MPH Wind Zone Ex o5ure B OPENING SIZE INTERIOR ZONES END ZONES 8' 6arage Door +18.5 P5F/-20.q P5F +18.5 PSF/-20.q PSF I6Garage Door +11.1 P5F/-Iq.1 P5F +11.1 P5F/-Iq.1 P5F 10 SOFT. +21.2 PSF/-22.q PSF +21.4 P5F/-28.3 P5F 20 SOFT. +20.2 P5F/-22.0 P5F +20.2 P5F/-26.4 P5F 50 SOFT. +lq.O PSF/-20.8 P5F +Iq.O P5F/-23.q P5F 100 SOFT. +18.0 P5F/-Iq.8 PSF +18.0 P5F/-22.0 P5F 500 SOFT. +15.8 P5F/-11.6 P5F +15.8 P5F/-11.6 P5F (DEnd Zone i5 defined o5 the 5moller of 10% of least horiz. dim. or 40% of mean roof height. NOTE: Pressures charted here are allowable pre55ure5 and have been reduced per A5GE 1-10 Section 2.4.1 from ultimate pre55ure5. Divide allowable pre55ure5 above by a factor of 0.6 to obtain ultimate pre55ure5. ROOF FRAMIN6 • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05B/PLYWOOD 5HEATHIN6 24/16, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS W/ 2 3/8"x0.113" RIN6 SHANK NAILS (R5RS-01 OR EQUIV.) 0 6" O.G. AT PANEL E06E5 a 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END $ DRAG TRU55E5 w/ RING SHANK NAILS o 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALONG PANEL ED6E5 AT FIRST 2 TRUSS BAY5 FROM 6ABLE END. PROVIDE "H" STYLE GLIP5 ALON6 UNSUPPORTED ED6E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRUSS ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR GLIP5 ® 24" O.G. • ALL METAL HANGER5 SHALL BE SPECIFIED BY THE TRUSS MANUFACTURER, UNLE55 OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRUSSES PER WTGA i TPI'S BG51 I "GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6 $ BRAGIN6 OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. SUPPORT PORCH i SHORT SPAN ROOF TRUSSES w/ 2x4 LED6ER FASTENED TO FRAMIN6 w/(2) 3"xO.131" NAILS ® 16" O.G. UFL I r-T CONNECTORS BEARIN6 CONDITION TRU55 CONNECTOR LENGTH < 15' SIMPSON H25T 51N6LE ROOF TRU55 BEARING ON > 15' SIMPSON HIOA WOOD 5TU-0 WALL/WOOD BEAM ROOF 61RDER TRUSS BEARIN6 ON ALL SIMPSON HT520 WOOD STUD WALL/WOOD BEAM 51N6LE ROOF TRUSS OR PORCH ALL SIMP50N HETAI6 BEAM BEARIN6 ON GMU WALL ROOF 6.T., FLUSH BEAM OR ALL (2) 51MP50N HETAI6 FLUSH G.T. BR6. ON GMU WALL ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR A5 L 15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE EN61VEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-10. ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWING SHALL SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR SPECIFICATIONS AND LOADS SHOWN ON THE SHOP CARDS. LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ = BEARIN6 WALL ABOVE • BEAM / HEADER • - - - LOCATION AND EXTENT OF 5HEARWALL EXTENT OF OVERFRAMIN6 •-- - - - INDICATES I/8"A" SAW CUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L. METAL HANGER INDICATE5 POST ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. GENERAL STRUCTURAL NOTES • DESIGN 15 BASED ON 6th EDITION (2011) FLORIDA BUILDING CODE. • WOOD FRAME EN6INEERIN6 15 BASED ON NOS, "NATIONAL DE516N SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DE516N LOADS: ROOF LIVE = 20 P5F DEAD = -I P5F T.G., 10 PSF B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 STAIRS � DECKS) = 30 P5F @ SLEEPING AREAS = 50 PSF @ 6ARA6E = 200 # POINT LOAD @ 6UARD5/HANDRAIL5 = 50 P5F @ GUARD IN -FILL GOMPONENT5 DEAD = 10 P5F (20 P5F TOTAL @ TILE) WIND ULTIMATE WIND SPEED $ EXPOSURE A5 L15TED R15K GATEC70RY II GENERAL FRAMIN6 • EXTERIOR WOOD STUD BEARIN6 WALL5 SHALL BE 2x 5PF#2 OR 5YP#2 ® 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARIN6 HALLS SHALL BE 2x 5PF OR 5YP STUD' GRADE LUMBER 0 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE GON5TRUCTED WITH 2x STUD' GRADE MEMBERS SPACED 0 16" O.G. (MAX.). • ALL NON-BEARIN6 INTERIOR STUD HALLS SHALL BE CONSTRUCTED WITH 2x 'STUD' 6RADE MEMBERS SPACED 0 24" O.G. (MAX.). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD $ (1)2x KING 5TUD, 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 � HEADERS W/ 3-ROW5 OF 3"xO.131" NAILS @ 12" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FACES 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROWS OF NAILS FOR 2x6 2x8 MEMBERS. • FACE NAIL BUILT UP 2x POSTS W/ 3"xO.131" NAILS ® 16" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FAGE5 a 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR HALLS W/ 1/16" 05B FASTENED W/ 2Y2"x0.131" NAILS @ 6" O.G. @ ED6E5 $ 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL ED6E5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE 50LID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL P05T5 CONTINUOUS TO FOUNDATION/BEARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 p5i; Fv=310 psi; E=1.55x10A6 p5i • LVL - Fb=2600 p5i; Fv=285 psi; E=2.OxI0 6 p'i • FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OF 3"0.131" NAILS ® 8" O/G OR 2 ROW5Y4"x3Y2" 51MP50N 5D5 5GREW5 (OR 3)/2" TRU55LOK 5GREW5) 0 16" O/G. USE A MINIMUM OF 3 ROWS FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FAGE5 FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/5GREW5 2" FROM ED6E. 50LID 3 Y2" OR 5 Y4" BEAMS ARE ACCEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 $ 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OFY4"x6" 51MP50N 5D5 5GREW5 (OR (b 3/4" TRU55LOK 5GREW5) 0 16" OIG. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FA5TENIN5 AT BOTH FACES (ONE 51DE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. A 50LID T BEAM 15 ACCEPTABLE. • ALL INTERIOR MALL STUDS IN CONTACT W/ GMU WALL5 SHALL BE PRESERVATIVE TREATED AND FASTENED N/Y4" DIA. X 4" LON6 TAPGON5 0 24" O.G. FLOOR FRAMIN6 • I-JO15T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HANGERS SHALL BE SPECIFIED BY I-JO15T /TRUSS MANUFACTURER, UNLE55 OTHERWISE NOTED. • I-J015T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. FLOOR 5HEATHIN6 SHALL BE 23/32" GONFORMIN6 TO P52-04, 24" O.G., EXPOSURE I, TON6UE AND GROOVE E06E5, FASTEN 5HEATHIN6 TO FRAMIN6 MEMBERS W/ 6LUE AND 3"xO.131" NAILS 6" O.G. AT PANEL ED6E5 $ 12" O.G. AT INTERMEDIATE SUPPORTS. TYPICAL 5TAIR GON5TRUGTION NOTE5 • (3)SINGLE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR LANDING, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM w/ (1) 51MP50N A55 CLIP AT EACH 5TRIN6ER. • FASTEN 2x6 P.T. PLATE TO CONCRETE SLAB W (3) 3/6" DIA. x 3 Y2" LONG TAPGON5. • FASTEN END 5TRIN6ER5 TO ADJACENT WALL5 W/ (2) 3"xO.131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE 3/4" FLOOR DEGKIN6 ON R15ER5 AND I" FLOOR DEGKIN6 ON TREADS. • SEE STAIR FRAMIN6 SECTION FOR MORE INFO. ��eoadv®B ®C: � �`�� �' is a NO 77824 ,t S ATE ••� ®: OF •tV ` �SS < O R 9 ®P:®C� ,moo c� ccpyrighf!4-zi����,� Strd�A,fdlovitl�ii��, Inc, H W W I iv aEj m E a� o H m` L6 o 'r N M a M&K project number: 068-200 1 1 project mgr: drawn by: issue date: JSB MJT `I 0-02-20 REVISIONS: date: initial: 10/Oct/20 MJT sheet: J W 0 2 Ld 0� UJ 2 Q Q 0 J LL. 0 z x a W 'Q W ._,_I rr'Q V F 1~ Z J J SW0.0 C C r- 1 seal: �p 4 n Go G� e® °® No �'��®® • INTERIOR BEARING HALL *:' 77�2a = �° BEARIN6 WALL ABOVE BEAM / HEADEROR ®� STATE Oir '° e� • ��: • - s - LOCATION AND EXTENT OF 5HEARWALL ID © copyright:�l(f( ILLf��'��� StructilFlVnc. • L :: EXTENT OF OVERI=RAMIN6 - CD om •_. .. ___ W .._....INDICATES I/S"XI" 5AN GUT CONTROL JOINT z w w z INDICATES LOCATION OF REINFORCED GMU GORE (SEE NOTES) rn z `� w J L METAL HANGER INDICATES P05T ABOVE. PROVIDE SOLID °C E E �i BLOGKIN6 UNDER P05T OR JAMB ABOVE. F a = C c a 1 5LAD PLAN SCALE: 1/4"=1'-O" (22x34 SHEET) SGAL.E: 1/6"=I'-O (IlxI 1 SHEET) W cn a' -J Q > A b c N y = Ln W cm C M&K project number: 068-2001 1 project mgr: J S B drawn by: MJT issue date: `j 0-02-20 REVISIONS: date: initial: 10/0a/20 MJT AMLAM CCU 0 0 1 I t- 35'-0" 1' 51- 11 i. 41-6" i, 41_5" . 41 _51' . 61-211 „21-611 ii 41-611 ii 31-211 411I, 161_011 I1.i'_4 �I II I �J v 35'-011 51-01I 41-211 i Is BLOCK PLAN LEGEND • ® INTERIOR BEARING WALL • _ _ _ = BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL EXTENT OF OVERFRAMING •-- - _ ----INDICATE5 1/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE (SEE NOTE5) JL METAL HANGER INDICATES P05T ABOVE. PROVIDE SOLID BLOCKING UNDER POST OR JAMB ABOVE. MA50NR1' LINTEL PETA I L5 REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORGEMENT MB-I 8F8-05/0T ----- ----- MB-2 SFS-IB/OT ----- (1) #5 MB-3 81=I6-I13/IT (1) #5 (I) #5 M13-4 SRFI4-I13 ----- ----- APPROVED LINTEL MANUFAGIURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S GONGRETE. NOTE5: I. ALL LINTELS w/ SPAN5 GREATER THAN 14'-0" 5HALL BE PRE5TRE55ED. 2. SHORE FILLED LINTEL5 A5 REOURIED. 3. ALL LINTELS 5HALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORCEMENT 5HALL BE GRADE 60, fy=(90 ksI (b. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DESIGN. 1. ALL LINTEL5 ARE TO BE LOCATED DIREGTLY ABOVE THE OPENING BELOW MA50NRY LINTEL ABSEMBL I E5 5EE 561-EDULE AND 5PEGIFIGATION5 FOR ADD'L INFO 6ROvr 13Rour 80TTOM REIN. LO �. PREGAST LINTEL w/ PREGA5T LINTEL W EMBEDDED REINF. EMBED REW MB-1 MB-2 m� u TOP REIN. OR CANT. GONT. BOND BEAM BOND BEAM REINF. REINF. A5 REOD GROIIi GROUT - . BOTTOM REINF. BOTTOM REINF. • +' --- PREGAST LINTEL W PRECAST LINTEL w/ EMBEDDED REINF. EMBEDDED REIN-. � � I I MB-3 MB-4 REFER TO S-O.O FOR TYPICAL STRUCTURAL NOTES I$ SCHEDULES seal, 1 "Gvy c �M 'T •� •°'V%C ANS *: �0 824 'C) ,• STATE OF �y S • R•6 �,. °�CL�, © copyright :�o hfi40NJAI�P E ��� Structuralf'i�1�43I Inc. 0 CD Z J w w z o z Q w a Q � z= Q� F- A -'r o tm :.z c LU� � m �a 3:a >• J~ ) Z � � LU Y !CD _. o c`ro y M L6 W o N = M Cl IV M&K project number: 068-2001 1 project mgr: JSB drawn by: MJT issue date: 1 0-02-20 REVISIONS: date: initial: z o. 0 J sheet: Q � O W L- � 0 ui z Ili a W U) Ld -' d 3: N d rll�s Y ~ Z J J SCALE: 1/4"= I'-0" (22x5 4 SHEET) SCALE: I/S"=1'-0" (110 SHEET) Pr-Ap I AwAI npnppr-n RFbMC,. LE6END • ® INTERIOR BEARING WALL • _ _ = BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF SHEARNALL • I: :I EXTENT OF OVERFRAMING • - _ ,', --INDICATES I/8"xl" 5AN GUT CONTROL JOINT INDICATES LOGATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE SOLID BLOCKING UNDER P05T OR JAMB ABOVE. v I < I O P.T. PROVIDE (1) W P05T 5IMP50N G520 < STRAP ON EACH EXTERIOR SAGE OF POST, q" MIN END LENGTH \ E TRU55 DROPPED / BEAMS PER PLAN v 0 d- N REAR A00P LANAI 71'P. SEAM TO P05T CONN. SCALE: 3/4"=1'-0" ROOF FRAM I N6 • SEE ROOF TRUSS UPLIFT CONNECTOR SGHEDULE FOR ALL ROOF TRU55 CONNECTORS. ROOF SHEATHING SHALL BE 1/I6" MIN. 05B/PLYWOOD SHEATHING 24/b, EXPOSURE I. FASTEN SHEATHING TO ROOF MEMBERS N/ 2 %"x0.113" RING SHANK NAILS (RSR5-01 OR EQUIV) ® 6" O.G. AT PANEL E06E5 ® 6 O.G. IN FIELD. FASTEN SHEATHING TO GABLE END $ DRAG TRUSSES N/ RING SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOCKING ALONG PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGES. • ROOF SHEATHING FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMING. • TRUSS ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW N/ 5IMP50N VTGR GLIPS ® 24" O.G. • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLESS OTHERWISE NOTED. ' ERECT AND INSTALL ROOF TRU55E5 PER WTGA $ TPI'S BG51 I GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING $ BRACING OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRUSS SHOP DNGS. SHALL BE SUBMITTED TO ARCH $ ENG. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRU55E5 .w/ 2x4 LEDGER FASTENED TO FRAMING N/(2) 3 "x0.131 " NAILS @ 16" O.G. UPL I f'2T CONNECTORS BEARING CONDITION TRUSS CONNECTOR LENGTH < 15' 5IMP50N H2.5T 51N6LE ROOF TRU55 BEARING ON > 15' 5IMP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF GIRDER TRUSS BEARING ON ALL SIMPSON HT520 WOOD STUD WALL/WOOD BEAM SINGLE ROOF TRUSS OR PORCH ALL SIMPSON HETAI6 BEAM BEARING ON GMU NALL ROOF G.T., FLUSH BEAM OR ALL (2) 5IMP50N HETAI6 FLUSH G.T. BRG. ON GMU WALL ALL BEARING PO I NT5 OF EACH ROOF TRUSS SHALL BE CONNECTED WITH CONNECTOR AS LISTED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DESIGN STANDARDS FOR METAL PLATE GONNEGTED WOOD TRU55 CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-10. ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRAWING SHALL SUPERSEDE THE TRU55 MANUFAGTURER'S UPLIFT CONNECTOR SPECIFICATIONS AND LOADS SHONN ON THE SHOP CARDS. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES � SCHEDULES seal: Doe° •�\ C E N *�• NO 77824 STATE OF z 5trudWE10ei(11VNc. Z JLU w D w z z +L<u Z CC W� J z M&K project number: N O 0 Q7 o`t.. CD Q U a t i7 m m E CD o .Y copa 2 cc mU� o '- N o Q 068-2001 1 project mgr: J S B drawn by: MJT issue date: `j 0-0 2-2 0 REVISIONS: date: initial: 10/09/20 MJT VALLEY TRU55 9 O ~ \ I ---- \ LU 0 \ � w LL Q U r-1 L--A- - CL ® z a SD-2 �-2 z UJ to ------------------ --------------------; UJ d OLL O V-2w O (n 0N -+--: x Oz R00 SRAM I N6 PLAN sheet: SCALE: 1/4"=l'-O" (22x54 SHEET) SCALE: 1/8"=1'-0" (IlxI1 SHEET) S--1.3 FILLED GELL5 (SEE PLAN) @ GORNER F —1 GONG. OR PAVER GARAGE WALL DRIVEWAY BEYOND d 6ARAOE SLAB m 411 (SEE PLAN) d 16"x8" THIGKENI ED6E W/ (2) #5 GONT. THICKENED EDGE @ GARAGE DOOR DETAIL SCALE: M 8" GMU BLOCK (1) #5 VERT. FROM FTG.— TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT GELL 5OL 11 a� O 6RADE III 'III= 8" WIDE GONT. GONG. CURB :n LU W_ GARAGE SLAB } (SEE PLAN) 4 III III III — III — III III III III=�1' _ � 1=1-� III —I d I- -I- - DOWEL W/ 6" HOOK AT —11—I' ALL VERT. WALL REINF. (SEE PLANS FOR LOCATION) 11-1III—III—III—I - GLEAN GOMPACTED FILL ® 95% I'-0" MONOLITHIC FOUNDATION STANDARD DENSITY MIN. W/ (2) #5 GONT. ON GHAIR5 WHERE 2ND STORY WALL OGGUR5 DIREGTLY ABOVE THE 8" GMU WALL SHOWN, FT6. SHALL BE 1'-4" WIDE W (2) #5 BAR5 5 G�R�CE CURB DETAIL SCALE: NT3 8" GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER 3/4' FURR 5TRIP5 -PER BUILDER MTL. THRESHOLD SET IN SEALANT HOUSE SLAB (SEE PLAN) PORGH/PATIO/LANAI SLAB OR PAVER5 (SEE PLAN5) Lr PER MANUF. —III=1 I I-1 1 1=1I1=1I I_ I I —I I I- -I N I_I m III 4 11=1 11=1 I- w =1 — III —III m v - — — —_ MONOLITHIC 1=„,III—III—III-1 I I —I' ' GLEAN GOMPACTED 1-III-1 FOUNDATION W/ (2) #5 FILL ® 95% STANDARD 1'-0" GONT. ON GHAIR5 DENSITY AND TERMITE MIN. TREATED WHERE 2ND STORY WALL OGGUR5 DIRECTLY ABOVE THE 8" GMU WALL 5HOWN, FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BAR5 EXTERIOR OUT5WING 4 56D POURED 51LL5 PETAIL 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT GELL 50LID Z � a� O GRADE 11111111111W11 Q Iliilmll R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) f=�(1) #5 DOWEL W/ 6" HOOK AT VERT. WALL REINF. (SEE PLANS FOR LOCATION) GLEAN COMPACTED 111 111111111111 l l 1- FILL A q5% MONOLITHIC FOUNDATION STANDARD DENSITY I _O W/ (2) #5 GONT. ON GHAIR5 MIN. WHERE 2ND STORY WALL OGCUR5 DIREGTLY ABOVE THE 8" GMU WALL 5HOWN, FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BAR5 FOOT I N6 SECTION W/ BLOCK DETA I L SCALE: NTS 8" GMU BLOGK R4.1 FI-FOIL OR EQUAL BEYOND OVER 3/4" FURR STRIPS EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD I HOUSE SLAB SET IN SEALANT T (SEE PLAN) PAVERS (SEE PLANS) ° d ° ° I— _ ° "'° 8 III_III—III—III,=II' —III III —I —III III —I I- -'=111i� 11i1�11 � 4 °IIIIIIIIIIIIillll- �„ III —III —I 1=1 1—I MONOLITHIC GLEAN GOMPAGTED III -111- 1 I' FOUNDATION W/ (2) #5 FILL ®q5% STANDARD II -OII GONT. ON GHAIR5 DENSITY AND TERMITE MIN. TREATED WHERE 2ND 5TORY WALL OGGUR5 DIREGTLY ABOVE THE 8" GMU WALL 5HOWN, FT6. SHALL BE 1'4' WIDE W (2) #5 BARS 6 ENTRY DOOR DETr�IL SCALE: NT5 PATIO/PORGH/LANAI SLAB (SEE PLAN) 8"x8" THICKENED — SLAB W/ (1) #5 GONT. THICKENED EDGE DETAIL 3 SCALE: NTS 8" GMU BLOCK- (1) #5 VERT. FROM FTC. 1 BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" &ROUT GELL SOLID PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLAN) �i EXP JOINT v m d ° 4 ° 4—I-1 °d III-1 I I- IIIIIIIli1111111 d ° 4 DOWEL W/ 6" HOOK AT _ III —III- ALL VERT. WALL REINF. (SEE PLANS FOR LOCATION) GLEAN COMPACTED J FILL ® 95% MONOLITHIG FOUNDATION STANDARD DENSITY I -0 W/ (2) #5 GONT. ON MIN. CHAIRS WHERE 20 STORY WALL OCCURS DIRECTLY ABOVE THE 8" GMU WALL 5HOWN, FT6. SHALL BE 1'4' WIDE w/ (2) #5 BAR5 EXTERIOR NALL @ PORCH/FAT I 0/LANAI DETA I L R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) SCALE: NTS Y" GYP. BD. EA. 51DE OF 2x45 ® 16" O.G. Y" J-BOLTS 6" FROM EA. END OF WALL AND SPACE ® 32" O.G. 2" (6" MIN. EMBED) STUD PLATE TIES PER Q PT BOT. PLAN STUD TOP 4 } PLT. BOT. m 4 • G (2) #55 GONT. W/ „ II 3" MIN. CLEAR 8 8 UPLIFT CONNECTORS 5UGH AS STUD PLATE TIES, HURRIGANE GLIPS, AND ANCHOR BOLT5 ARE NOT REQUIRED ON WALL5 NOT SUBJECT TO A GALGULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. �- G�R�GE STEP DOWN DET�I L SCALE: NTS 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ HHOUSE SLAB FOUNDATION DOWEL MIN. (SEE PLAN) 30" GROUT GELL SOLID fill Z Q ° 4 ° � � ° ° III —III III —III —I I- "' ,III=1II-III=11I ° od ° - II-11I I I I_I11-'' _ III —III- '-III III I III- PVC, CHASE SLEEVE TO BE = — TWIGS THE DIAMETER OF III III —III —III PROTECTED PIPE II —III III —III —III- ' GLEAN GOMPAGTED FILL ® q5% II MONOLITHIC FOUNDATION MIN. STANDARD DENSITY I W/ (2) #5 GONT. ON GHAIR5 WHERE 2ND STORY WALL OGGUR5 DIRECTLY ABOVE THE 8" GMU WALL SHOWN, FT6. SHALL BE 1'-4" WIDE W (2) #5 BAR5 8 DETAIL>sH�E NTS seal G. F °0iQ 4ir�o®ems �PM�,� C+ E V le NO goo 0 s NO � 77824 s STATE OF ®-c�•,�` © copyright: Structurg, Inc. CD z J � w w z o C-0 rn z w CL ICU J � a z0= E =:) A it oa A � c a) v3 _ mE a ;. miI— o Z o 0 LiJ Y C? ® c y m` :.i) W C) N = M LL I M&K project nu ber: p68-2001 1 project mgr: J S B drawn by: MJT issue date: `I 0-02-20 REVISIONS: date: initial: 10/09/20 MJT Cz •~� C J .-J W 4 p w 0 O W Q W Z = 0LL Q sheet: 'Q Q 0 J L L, V z x j�a-�1 v1 'Q J U < N 0 Z J J SCALE: NTS — - - �— - - - A i,l l :I: ,71 i i7 I91, l r, ' 1, � I ls T-7T—I I I T _­T_ F 1 I i T TI )— SDm 1 IN PROVIDE SOLID SHIM BETW'N TRUSS CONNECTOR IF TRU55 LOCATED LE55 THAN I 2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y" FROM UPLIFT GONNEGTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 2 3/8"x0.113" RING SHANK NAILS 6" O.G. LU 2x6 FASCIA -SEE ARCH 8" GMU BOND BEAM W/ (1) #5 GONT. 8" REINF. GMU WALL -SEE PLAN FOR VERT. 4 HORZ. REINF. SPECS ROOF TRU5 -SEE PLAN (2)3 Y2"x0.131" 8" GMU BOND BEAM w1 (1) #5 BARS GONT. 8" REINF. GMU WALL - -5EE PLAN FOR VERT. 4 HORZ. REINF. SPECS 01AYR4"=1b" SEE UPLIFT GONNEGTOR 5GHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS PROVIDE MOISTURE BARRIER PLATE (PER TRU55 MANUF.) EAGH TRUSS. VERT WALL REINF. TO EXTEND INTO BOND BEAM i 5HANK 2x4 FLAT 13LOGKIN6 @ 16" o.c. FASTENED TO BOND BM. w/ Y4" TAPGON (2)3 Y2"x0.131" VERT WALL REINF. TO EXTEND INTO BOND BEAM 5ECTION SCALE: 2x4 CATS ® 16"o.c. FASTENED TO GABLE END FASTEN SHEATHING TO 2x4 2x4 BLOGKIN6 w/ TRU55 w/ (2)3"x0.131" BLOCKING w/ 2 3/8"x0,113" (3)3 Y4"x0.151" TOENAILS. RING SHANK NAILS @ 4"O.G. TOENAILS EACH END 1211--MAX 2'-0" MIN x x x GABLE END VERTIGAL WEB REINFORGIN6 AS REQURIED ROOF 5HT6 (4) 3 Y4"x0.131" BY TRU55 MANUF. SHALL BE NAILS 2x8 P.T. PLATE FASTENED GONT. 24" MIN TO BOND BM. W/Y2" DIA. ONTO ROOF ANCHOR BOLTS ® 32" O.G. WITH -I" (MIN) EMBEDMENT. EXTERIOR 5HEATHIN6 EDGE NAILING - 2)/2"x0.131" NAILS ® FASTEN BOTTOM GHORD OF TRUSS TO P.T. SILL PLATE w/ Y4" DIA. x3Y2" LONG 5D5 SCREWS @ 16" o.c. PROVIDE MOISTURE 2x4 BRAGS w/2x4 T-BRAGE, SPACED ® 4'-0" O.G. MAX. PROVIDE 2x4 BLOGKIN6 ® 4E BARRIER PLATE BELOW FASTEN 2x4 TO 'T' w/ 3 Y4"xO.131" O.G. IN F I R5T (3) BAYS OF WOOD MEMBERS ON GMU NAILS ® 12" O.G. ROOF TRU55E5-GUT TO FIT (PER TRUSS MANUF.) (NOT REQ'D AT TRUS5 HEIGHTS TI6HT BETWEEN TRU55 BOTTO1 CHORDS AND NOTCH AROUND 8" GMU BOND BEAM W4'-1" 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. -SEE PLAN FOR VERT. EXTEND INTO BOND BEAM HORZ. REINF. SPECS - SECTION 5HT6. TO HIP 1.115" RING P 6" O.G. HIP 6.T. - UPLIFT CONNECTOR -SEE PLAN - HIP JAGK TRUSSES ROOF TRUSSES -SEE PLAN - \-FASTEN BOTTOM CHORD OF 6.T. TO TOP OF WALL w/ 8" GMU BOND BEAM w/ SIMPSON HGAMIOKTA CLIP (1) #5 BAR5 GONT. 48"O.G. 8 REINF. GMU WALL VERT WALL REINF. TO -SEE PLAN FOR VERT. EXTEND INTO BOND BEAM 4 HORZ. REINF. SPECS dd SECTION 'I SCALE: 3/4"=1'-0" SEE UPLIFT GONNEGTOR - SGHEDULE ON PLANS FOR GONNEGTOR SPECIFICATIONS 8" GMU BOND BEAM W/ (1) #5 GONT. 8" REINF. GMU WALL - -SEE PLAN FOR VERT. HORZ. REINF. SPEGS PROVIDE 50LID SHIM BETW'N TRUSS CONNECTOR IF TRUSS LOCATED LE55 THAN I Y2' FROM CONNECTOR. WHERE TRUSS 15 GREATER THAN I YY FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 2 %,"x0.113" RING SHANK NAILS ® 6" O.G. 2x6 FASCIA -SEE ARCH REINF. MASONRY LINTEL/ BEAM - - SEE PLAN FOR 5PEGIFIGATION5. TRU55 OVERFRAMIN6 PER PLAN SECTION 20 SCALE: 3/4"=1'-0" SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS CONNECT EAGH END OF MASONRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL w/ 24" LE65 5EGT10 3 SCALE: 3/4"=1'-0" ROOF TRUSSES PER PLAN PROVIDE MOISTURE BARRIER PLATE (PER TRU55 MANUF.) EACH TRU55. VERT WALL REINF. TO EXTEND INTO BOND BEAM VALLEY SET OVERFRAMIN6 FASTEN EACH OVERFR TRUSS TO TRUSS BELO WITH (1) 51MP50N VTGR ® 24" O.G. PROVIDE 50LID SHIM BETW'N TRUSS $ GONNEGTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I YY FROM UPLIFT GONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. 2x FA5GIA -SEE ARCH FASTEN EXTERIOR SHEATHING TO 2x4 BLOGKIN6 IN EA. TRU55 BAY w/ 2 Y2"xO.I31" NAILS @ 6" O.G. - FASTEN EA. 2x4 BLOGKIN6 IN EA. TRU55 BAY TO BOND BM. w/(4) HILTI DNI12P8 PAF's FASTEN EXTERIOR 5HEATHIN6 TO 2x BLOGKINS w/ 2 Y2"x0.131" NAILS 3"O.G. - 8" GMU BOND BEAM w/ (1) #5 BARS GONT. 8" REINF. GMU WALL - -SEE PLAN FOR VERT. $ HORZ. REINF. SPEGS TYP I CAL OVERFRAM I NG CONNECTION DETAIL SCALE: N.T.S. MAIN ROOF 5HEATHIN6 ROOF TRUSSES -SEE PLAN UPLIFT CONNECTOR -PER SCHEDULE VERT WALL REINF. TO EXTEND INTO BOND BEAM ALL LAPS IN MA50NRY 25" - RUNNING BAR , #5 BENT CORNER BAR MAIN ROOF TRU555 GROUTED CELL TYP. CORNER VERT. WALL REINFORCING DETAIL SCALE: NTS BOND -BEAM - NOTES: _,.-- GONTIN. PRECAST HEADER-----'- I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. SIMPSON ET EPDXY). 2. PROVIDE %" DIA. HOLE FOR SEE TYP. FOUNDATION DOWEL, BLOW OR BRUSH GLEAN. DETAILS FOR ADDITIONAL SEE DETAIL I ON 3. FOLLOW MANUF, INSTALLATION INFORMATION NOT SHOWN NOTES: STRUCTURAL PLANS FOR IN5TRUGTION5. HERE ADDITIONAL CONNECTION 1. 2X PT BUGKS/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF INFO NOT 5HOWN HERE FUTURE 8" GMU WINDOW/DOOR, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3ify"x4" TAPGON5 6" 8" GMU PIER BLOGK #5 VERT. BAR TO BE FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE I /2" MIN. FROM EDGE OF ENTIRE COLUMN TO LOCATED PER PLAN BUCK. BE GROUT FILLED FASTEN EA. ROOF TRUSS TO GMU w/ DRILL 6" INTO EXIST'6 IN GROUTED CELL 51MP50N M5TMI6 TWI5T STRAP. SLAB, EPDXY 4 DRIVE I 2. BUCKS LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. FASTEN STRAP TO GMU wl (4)Y4" DIA. x 2 #5 DOWEL, PROVIDE MIN. - STRUCTURAL CONNECTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN Y4" LON6 TITEN 5GREW5 30" LAP 5PLIGE I o TH15 CASE. GAST-GRETE GA5T-GRETE PROVIDE M015TURE BARRIER - z 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X WINDOW SILL, WINDOW 51LL, PLATE (PER TRUSS MANUF.) ® - I BUCKED OPENING, USE (5) ROW5 OF 3"xO.131" NAILS STAGGERED ® 12" O.G. ® OR EQUIV. OR EQUIV. H EACH TRU55. _ EA. SUCCESSIVE BUCK. - _ , a ' 4 PROVIDE 2x FLAT BLOCKING FIT TIGHT TO I I a I ° II- 4. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING ROOF TRUSSES @ EVERY OTHER BAY GRADE IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET. - FASTENED TO GMU w/ (5) Y4" DIA. x 3 Y2" LONG I -III TAPGON5. FASTEN BLOGKIN6 TO ROOF - o =1 -I -III -III ICI ° ICI -III 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) TRUSSES w/ (2) 3 Y4"xO.131" NAILS ® EA. END. -ICI -III -ILL - ROWS OF 2 y2'xO.131" NAILS ® 16" O.G. FASTEN WINDOW/DOOR TO 2X PER -III= -I -- I- BUCK SPECIFIED WINDOW/DOOR MANUFACTURER'S SPEGS. II BY WINDOW/DOOR -1 - - MANUFACTURER W I NDONDOOR BUCK DETAIL H SCALE: NTS DOUBLE WINDOW L M 50NRY PIER DEVIL SCALE: NT5 TRIPLE WINDOW 51M. RETW FIT DET� I L P SCALE:1'-0" M155ED DOWEL RETROPIT DETAIL SCALE: NTS SIM. ® CM1 STEM FOR DROPPED GRACE seal OCR®%``�M G•�Fiq'��, use N0 77824 '9.*� •. 0 ' StgTE OF 1 4r 10. 0. copy W � z IC w w D Z o0 Cn z w J a a. � ¢ z_ ¢� �r W= W~ E _J X °° E Q > A, ¢E � - Co ti o M :.6 4% 0 N = M� I M&K project number: 068-2001 1 project mgr J S B drawn by: MJT issue date: 10-02-20 REVISIONS: date: initial: 10/04/20 MJT LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN TH I5 HOME � SHALL BE IMPLEMENTED IN 5PEC I F I C AND ARE ONLY REQU I RED ALL APPLICABLE AREAS. THESE WHERE SPECIFICALLY INDICATED DETAILS ARE NOT "CUT" ON THE PLANS. ("CUT") ON THE PLANS. W JC) J � F* UJ o 12 IJ UJ a UJ U � sheet: SDW2 'd Q 0 J L.L., - - - i : ail I . J, 11.. 7... ., 1 I tl,::d 1.1_ i.:W.i4-. [.:I II. - y PERMANENT ROOF TRU55 BRAGING NOTES: (51N6LE FAMILY HOME OR TOWNHOU5E GON5TRUGTION, WITH ROOF TRU55E5 5PAGED NO MORE THAN 24" O.G) I. WOOD TRU55E5 5HALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENT 5AFETY INFORMATION Or,% "GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6, RE5TRAININ6 4 BRAGIN6 OF METAL PLATE CONNECTED WOOD TRU55E5," (2008 EDITION). 2. TOP CHORD BRAGING: TOP GHORD5 SHALL BE BRACED BY DIREGT-APPLIED PLYW000/055 5HEATHIN6. • IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FASTENED TOP CHORD, CONTACT M4K FOR BRAGIN6 DE516N. 3. BOTTOM CHORD BRAGING: a. THE BOTTOM GHORD5 5HALL BE BRACED BY DIRECT -APPLIED G.W.B. GEILIN6 4. WEB MEMBER BRAGINS: THE TRU55 MANUFACTURER SHALL INDICATE THE TRU55 MEMBER5 (WEB5, VERTIGAL5) THAT REQUIRE LATERAL 13RAGIN6/RE5TRAINT. a. 'T' OR 'L' BRAGE: WHERE BRAGIN6 15 REQUIRED A5 INDICATED ON SHOP DRAWING, UTILIZE 'T' OR 'L' BRAGE5 (REFERENCE BG51-53 F16URE5 53-18 $ 133-19). 5HOP APPLIED REINFORCEMENT PER BG51-133 F16URE5 83-22 4 Br-23 15 ACCEPTABLE. • 'T' 4 'L' REINFORGIN6 MATERIAL SHALL MATCH THE 51ZE OF THE WEB/VERTIGAL MEMBER. • 'L' 4 `T' REINFORCING TO BE A MINIMUM OF 10% OF THE LENGTH OF THE WEBNERTIGAL MEMBER. • FA5TEN 'L' OR 'T' REINFORGI% TO WEBNERTIGAL W/ Ibd 6UN NAIL5 (0.131x3 I/2") AT b" O.G. b. GONTINUOU5 LATERAL BRAGIN6 ALTERNATE: WHEN THREE (3) OR MORE 51MILARLY GONFI6URED ROOF TRU55E5 AL16N, GONTINUOU5 ROW5 OF LATERAL BRAGIN6 MAY BE U5ED IN LIEU OF THE ABOVE -NOTED 'L' OR 'T' BRAGE5. • GONTINUOU5 ROW5 OF LATERAL BRAGIN6 SHALL GON515T OF MINIMUM 2x4. ROW5 SHALL BE LAP 5PLIGED ONE TRU55 BEYOND IN EACH DIRECTION. 5EGURE BRACE TO EACH TRU55 GOMPRE5510N WEB w/ (2) Ibd 6UN NAIL5 (0.1310 1/2"). • GONTINUOU5 LATERAL BRAGIN6 SHALL BE RE5TRAINED BY DIAGONAL BRAGIN6 (MIN. 2" THICK NOMINAL LUMBER 4 MINIMUM 5PF 'STUD' GRADE MATERIAL). TH15 BRAGIN6 15 TO BE GONTINUOU5. PROVIDE ONE ROW OF DIAGONAL BRAGIN6 AT VERTICAL WEB MEMBERS OF TRU55E5 GLO5E5T TO EACH GABLE END WALL 4 ADDITIONAL DIA60NAL5 AT 20'-0" A5 REQUIRED. i,,�aeR®rs seal. G. Fe0"•. 0 : (1, � i No 77 ': n_ 824 � • s w AS © cc DIA60NAL BRACE NAILED TO OPP051TE PROVIDE (2) 16d NAIL5 ® SIDE OF WEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIREGT-APPLIED PLYWOOD/0513 A ROOF 5HEATHIN6 GOMPRE5510N WEB (SLOPING OR VERTICAL) aCD Z LU w Z CD Z Lu J Q Z m U W � M J ot I— W H M&K project number: GONTINUOU5 LATERAL BRACE O 6 8"2 O O 1 1 - ALTERNATE A (3) OR MORE project mgr; J S B drawn by: MJT fl ADJACENT 51MILAR TRU55E5 (5EE INDIV. TRU55 5HOP DRAWINGS FOR LOGATIONS) 2x 5TRON65AGK MAY BE IN5TALLED FOR GON5TRUGTABILITY issue date: O-O 2-2 O TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REQ'D FOR 5TRUGTURE) REVISIONS: GONTIN. LATERAL BRAGIN6 date: initial: TO LAP AGRO55 MIN. (1) DIREGT-APPLIED 1001/20 MJT TRU55 BAY A5 5HOWN 6W5 GEILIN6 ADD LANAI 5EGTION 6-3 ALTERNATE FETHM NfRE (5) OR MORE 514 AR TTd15EAi ARE 6RO PM 2x 5TRON613AGK (NOT REOV FOR 5TRUGTURE) DIREGT-APPLIED PLYWD/05B WEB MEMBER REQUIRIN6 BRAGIN6 A5 INDICATED BY TRU55 MANUFACTURER 2x 5TRON65ACK5 MAY BE INSTALLED FOR GON5TRUGTABILITY TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD MOT REQ'D FOR TYPICAL TRU55 ELEVATION PERMANENT TRU55 0 BRAG I NG PETA I L5 4 NOTES a SCALE: NONE DIRECT APPLIED GEILIN6 u) j 0 UJ�--I ►1 U. i�T I..L.I z_ Ld a U) Ld � U W �" z LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME 4 SHALL BE IMPLEMENTED IN SPEG I E I G AND ARE ONLY REGU I RED ALL APPL I GABLE AREAS. THESE WHERE SPEG I E I GALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. sheet m � o 00 op Uj