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HomeMy WebLinkAbout6880 Shelby Lynn WayI A ABBREVIATIONS AB ANCHOR BOLT MAS MASONRY A.F.F. ABOVE FINISH FLOOR MAT MATERIAL ADJ. ADJUSTABLE MAX MAXIMUM ALUM. ALUMINUM MC MEDICINE CABINET ANCH ANCHOR MECH MECHANICAL 4 ANGLE MIN MINIMUM @ AT MIR MIRROR ML MICRO LAM BD. BOARD M.O. MASONRY OPENING BF BI-FOLD MTL METAL BLDG. BUILDING BM. BEAM N.I.C. NOT IN CONTRACT BLKG BLOCKING (NTS'; NOT TO SCALE B.O. BOTTOM OF B.P. BI-PASS DOOR OBS OBSCURED BRG. BEARING O.C. ON CENTER 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 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 I i I VT.)�nl an compan]'es 90 MATAWAN ROAD MATAWAN, NJ 07747 (732) 383-2200 ALMERA ASPIRE w ESP ELEVATION "A" 6880 SHELBY LYNN WAY ZEPHYRHILLs', FL 33542 LOT 074 TERMITE TREATMENT TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." RELEASE HISTORY AREA TABULATION: ELEVATION "A" 1 ST FLR A/C 2127 SQ. FT. TOTAL A/C 2127 SQ. FT. ENTRY 53 SQ. FT. l GARAGE 473 SQ. FT. LANAI 317 Q. TF TOTAL U R 2790 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 CS.1 CS.2 A1.1 A2.1 A2.2 A3.1 A5.1 A5.2 l.qP-1 E1.1 P1.1 S-0.0 F-1.0 -2.0 S-1.3 SD-1 SD-2 PBSB-1 COVERSHEET & BUILDING DATA GENERAL NOTES FIRST FLOOR PLAN FRONT & REAR ELEVATIONS SIDE ELEVATIONS ROOF PLAN BUILDING SECTIONS TYPICAL WALL SECTIONS WATERPROOFING DETAILS ALL WORK SHkLI C MPLY V3t' H PREVAIL FIRST FLOOR ELECTRICAL PLAMODES FLL1RV SLAB PENETRATION PLAN NFa'I101,4A! STRUCTURAL NOTES ORDINANCES SLAB PLAN BLOCK PLAN REVIEW DATE . 20 Q ROOF FRAMING PLAN CITE',;k:F:x.. FOUNDATION DETAILS pLANEX tvtlkER - STRUCTURAL DETAILS STRUCTURAL DETAILS NOV 10 2020 I= I.LI cl (C o °� >,0 o c�Uww _ H >CL J Z ) cc Y 0 1­- Z '6 LL00U) Z Z z ~ Z L J Q J wa=cca �2zLLcU �F-azo �O O Qo �� $3 H 0 0 0 Im C?J w 1--" wW-j :c d U) z w w wmmw wA J U M w CL O U) W C Z oa c El aaaaa COMMUNITY; LINKS @ CALUSA SPRINGS PLAN # 6120 RELEASED:10/13/20 SHEET GS 1 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 Vz' 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 1.5". 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 Mf) AND CARPORTS. 3. DRIVEWAYS, WALKS, PATIOS AND OTHER FLATWORK NOT LIKELY TO BE ENCLOSED AND HEATED AT A LATER DATE. 4. WHERE APPROVED BY THE BUILDING OFFICIAL, BASED ON LOCAL SITE CONDITIONS. DRAFTSTOPPING: IN COMBUSTABLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSOPPING SHALL DIVIDE THE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR/CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: 1. CEILING IS SUSPENDED. 2. FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYP OPEN -WEB PERFORATED MEMBERS. 1. MATERIALS: DRAFTSTOPPING MATERIALS SHALL NOT BE LESS THAN 1/2" GYPSUM BOARD, 3/8" WOOD STRUCTURAL PANELS OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. DRAFTSTOPPING SHALL BE INSTALLED PARALLELL TO THE FLOOR FRAMING MEMBERS UNLESS OTHERWISE APPROVED BY THE BUILDING OFFICIAL. SEPARATION FROM GARAGE: PER SECTION R302.5, R302.6, OPENING PROTECTION 1. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID OR HONYCOMB CORE STEEL AND NOT LESS THAN 1 3/8", 20 MINUTE RATED, WITH SELF CLOSER. 2. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" TYPE "X" GYPSUM BOARD OR EQUIVALENT. CEILING CONSTRUCTION: 1. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 INCH (12.7 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 INCH (12.7 mm) GYPSUM BOARD OR EQUIVALENT. EXTERIOR FINISHES: 1. CEMENT PLASTER FINISH OVER MASONRY SHALL BE 5/8" THICK TEXTURED PER COMMUNITY STANDARDS. 2. CEMENT PLASTER FINISH OVER WOOD SUBSTRATE SHALL BE 7/8" THICK (3) COAT STUCCO OVER (2) LAYERS OF WATER RESISTANT BARRIERS IN ACCORDANCE WITH FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL, R703 AND ASTM C926. TEXTURE PER COMMUNITY FLASHING: 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 3. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: • THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED /N THE FENESTRATION MANUFACTUREROS INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTUREROS INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. • IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OFA REGISTERED DESIGN PROFESSIONAL. • IN ACCORDANCE WITH FMAIAAMA 100, FMAIAAMA 200. FMA/WDMA 250, OR FMAIAAMAIWOMA 300 WINDOW INSTALLATION: L 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 G. 1kGE. 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 ii& INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM THIS OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. FOUNDATION INSPECTION NOTES: A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. FRAMING INSPECTION NOTES: ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH INS MUST BE COMPLETE, INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION (FBC 110.6) "' V 1 0 2020 �11� o No 7: =moo `77AT E (, ; W �-_cr- wo°� Wowc¢O ❑ H cn U W W Q = W H J(jWW ID cr Ir z Z O z W j <m-i _ c _ _j()❑OU ID2ZLL(/) �I- QZ❑ c 0 a U) w w w "am" U) w N Z O Mn E Ir O E U W C N W H O z gill MEMO COMMUNITY: RELEASED: 10/ 13/20 SHEET' CS2 40'-0" 01 LEGEND SYMBOLS 18'-811 21'-41v " 8'-10" 8'-10" 16'-0" Q� 5'-4" n BUILDING/WALL SECTION 1 1 sHT MARKER OINTERIOR ELEVATION MARKER 1*35 SH * EMERGENCY ESCAPE & RESCUE STUCCO WRAPPED (53"x63" EGRESS 10 �� ELEVATION STEP — — o — — — — — — — — — % BEAM aQ T-8" BRKX a STUCCO WRAPPED J HI/LO R&S FLOORING BREAK n ¢ 4X6 POSTS LANAI -- ----------- OWNER'S WALL TYPES ' 10 8'-8" OS SUITE Q i MOISTURE RESISTANT ,WIC 8'-8" CLG ,.., ,,,; 2x WOOD/STEEL FRAMED i� w �� DRYWALL CEILING co 8-8 CLG PARTITION m = ' , I. 6 -62 , ill 13 -52 INTERIOR PARTITION w/ n 8'-8" g'-4" " 0) INSULATION 10 CMU WALL U) TIN cc 35 SH 6068 SGD TEMP cc Lo CMU WALL w/ FURRING & c� INSULATION r NOTE: INTERIOR WALLS ARE DRAWN 2�9�) TO ROUGH DIMENSIONS GO _� CV I I F ° SECTION @ TYPICAL 18'-11 11 2° GRILXFERL ---. KITCHEN ISLAND GREATOT r� 5 -0 C" 7 1 „ ' ROOM DROPPED `92 M rIN FLAT STEEL BRACKET SPACED SOLID SURFACE o 8'-8" CLG SOFFIT @ 8'-0"BR r� 16" O.C. FOR COUNTERTOP E - (4)12" SH o0 GREART RTHAN 10" �t r - _ . 1 �, cV 5 -02 1 ll 6� 4 -52 o °IN N TIN o > nw g WNER' rIN CO ' TOP PLATE 36N60" ACRYLIC . _ ~ N r P I RY rIN --- BATH SHWR PAN �, 2„ 2x4 STUD WALL SEE PLANS FOR N r CO r� 8'-8CL '7o�� WALL LAYOUT =_ > I, 3-SIDED 1/2" GYP. tBASE CABINET AS171-411 ^" 70, 2' 1 1 2' ACRYLIC BD• PER SHOP DWGJ N SURROUND ,.3 152' MO MOLDING rIN FINISH FLOOR —IN - - FINISH O 2 FLOOR SUBFLOOR m �\ \ I r L _j _ 4 6� - 1,� q do rn 36" HT. FLAT �; 7 112 2' 0" _' 5'-111 3'-211 TYPICAL DOOR PLACEMENT M= COUNTERTOP o DINING jD Z DIAGRAMS AREA - , a O --- - QIx 8'-8" CLG i -L.'CADN I I WC E.Q. 4 E.Q. — - - - - r I J n 10'-101 " � ,� 4'-51 „ �� 3'-51 " 2 2 1 5'-1111,E �- �� 7 1 � �� -0 2 -8 2 2 3 -2 = W , a: r� - K T HEN I C Lo oc N 0 o l REF. 8'-8" w - r cV WATERLINE OPT co 10'-62" 14° 6'_02� REF. w ti��� 2' -- ------9'-6°------J 10'-3° DOORS LOCATED WITHIN A LENGTH OF WALL A _ cc CL ARE TO BE CENTERED UNLESS DIMENSIONED ti�......—.:.:r, z p w N= —IN _ o — w 3-SIDED , r WC a BEDROOM 2 OR NOTED OTHERWISE. o x r ACRYLIC o 15 ;, 8'-8" CLG M o - (p SURROUND w z _ a�U - -- o BEDROOM 3 ' ' N o co HALL , r 8' 8" CLG XFER GRILL U 2v 6� —IN Lo BATH ,-N 8 8'-8" CLG N r I CD BR "' HOVHALL XFER LNDY WASHER :,.•: ' ' `° HALL 8'-8" CLG GRILL BOX DOORS LOCATED ADJACENT TO WALL ' ` ` 8'-8" CLG X Lo AHU ON RAG rIN __ STA D 30" ���8 INTERSECTIONS ARE TO BE PLACED 3" O MEASURED FROM INTERSECTION TO DOOR m LOCATION ? I 1A.F.F. 2�6' I rQjV I LL JAMB UNLESS DIMENSIONED OR NOTED Cc EXT STE PLUS ��.. I rIN. I �I ;�--�= w OTHERWISE. CL 5 u w BEDROOM CL r Zh %'' ro --- N� N co) T N 8'-8"CLG _ i 0� 2' 4° 'Lo �- �'' 1 1 11 4'-102" t, 6'-72° ,- DRYER NOTE: TYP. WINDOW HEAD x r Lo VENT HGT. AT 8'-0" U.N.O. T(D L J T' 10'-6 2 2'-4" ' 2868 SC DOOR ADD OSB TO N WfI r N 1-" W/SELF MECH. CLOSET FOR N to CLOSER FIRE DRAFT STOP s� CONCRETE CURB 2N54.5;�''� 2'_0" _ 3-SIDED BRK I I ACCESS` co ACRYLIC EXT STE L-' _,i BOLLARD PER SURROUND TIN PLUS BATH XFER FOYER 2" WALL BOARD ON COMMUNITY c+) GRILL 8'-8" CLG GARAGE SIDE. SPEC'S Lo a 8'-8" CLG ti�6� cr ti�oYC PROVIDE INSULATION v � 3 LAv °° r j 1 11 3 -112 6 -02 AS REQUIRED 19'-9" 00 ¢ WC ° 7mmmm N 717mmT --- 000 - --- 2 CAR GARAGE _ -- SINK 8'-8" CLG N SHELVING �o�O� WET BAR 1/2" CEILING BOARD 8'-11" 3 -911 1 -0 4 -411 ABOVE OPT. 24" U/C REF. N C) �,------------------------------ -----� ' O ' EXT STE PLUS T ENTRY I LIVING ROOM CLG �, NOV 10 2020 8'-8' 8'-8" CLG 12'-8° FLA SOF IT @ -4" 19'-4" 1 = ,%��°,� ' ` C� O F i '..- 16070 GARAGE DOOR N 5'-4" 2'-7" 2'-4" *25 SH 8'-8" 2'-9" 16'-0" 2'-4"00 �, n "!!TE C' ' 14'-0" 5'-4" 20'-8" > 40'-0" FIRST FLOOR PLAN SCALE: 1/4"=1'-0" X �JI--W Wz0� O} � 5;1=<0 W:DpF— c)Uww LL Z W F- z z W Q (L �U) 0Q p=ZLLcn � F- c ,~ c cz Q o H O O O Z o a O O O U w w (n x I� w 2 O a; W 0 cn Z oQ us M 0 Z <4 <1< COMMUNITY: LINKS @ CALUSASPRINGS PLAN # 6120 RELEASED:10/13/20 SHEET AI A L' I I _ _ 1 1 1 I __ 1 -- ti ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) 12 5 01 TYP. III REAR ELEVATION SCALE: 1 /4"=1'-0" 5:12 0 12 5 FIN. 1ST FLOOR GRADE 12 ROOF SHINGLES PER 5 ROOF SHINGLES PER COMMUNITY SPECS, COMMUNITY SPECS.5:12 (TYP.) (TYP.) 12 4" WIDE STUCCO 0 BAND (+1) 5:12 � 5 6" FASCIA 1 2 T.O. MASONRY T.O. WINDOW ---- -------- - I 1'-0„ TYP. 4" WIDE STUCCO € 4" WIDE STUCCO BAND (+1) i I _ I BAND (+1) 4" WIDE STUCCO 4" WIDE STUCCO BAND +1)BAND +1 E� El El El El El El 25 SH FIN. 1ST FLOOR GRADE - - - - 3068- 2'-0" RETURN 4" WIDE STUCCO 16070 GAR. DOOR BAND (+1) FRONT ELEVATION SCALE: 1 /4"=1'-0" NOV 0 2020 O`e,,`'`��.,c •pro oY , ®` ^ ".AT E 0' PAINT AND FINISH 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 & 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) n 11 +1 18"FOAM PANEL SHUTTER WINDOW 4" STUCCO BAND +2 +1 +1 WINDOW TRIM DETAILS SCALE: 3/4"=1'-0" GARAGE HEAD & TRIM DETAIL SCALE: 3/4"=1'-0" iZ W �_� ujo°� } w o ao p (Uw W A Q = Wr ~ CC � W W tr ir IY °tSZZ�W M. o) o �2Zu-cn H Q z p c i2 O t` Q 0 0 0 o w� � O CL w Z j Ow U a w IL Z O E ox En W 0 Z O� co Z a ]<KK COMMUNITY: LINKSR PLAN # 6120 RELEASED:10/13/20 SHEET .A291 ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) 12 5 5:12 0 5:12 0 12 5 12 5 4" WIDE STUCCO BAND (+1) 35 SH *25 SH `25 SH 4" WIDE STUCCO BAND (+1) FIN. 1 ST FLOOR GRADE — — - — — — — — - — — — — — — — — 4" WIDE STUCCO BAND (+1) 2'_0" TYR 4" WIDE STUCCO BAND (+1) LEFT ELEVATION SCALE: 1/4"=1'-0" RIGHT ELEVATION SCALE: 1 /4"=1'-0" 5:12 0 ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) 12 5 PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE PP - K3' FINISH A:. =:•..;.' 14, 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 C vflRslT 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 C 1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) NOV 10 7070 •.tefFe�� got 6- o , - '\TE t' ©et W Eu o°� >I <0 W cl H (1: F-- W 0 =�wg a Lu W Y O H Z LL00U) Z 4Z4 Z ~ ui Z_ �J<�-J Wa=cr. a J U) p O U = Z it (A � P < c o O O 2 Z�Z � a Q 0 0 Im U) z 0 0 f 0 x o, > w U) oj w w 10C w o� A [L O a U) W U) z o� �o wZ aaaaa COMMUNITY: cS PLAN # 6120 RELEASED: 10/ 13/20 SHEET A2 o 2 ROOF ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 2737 SQ. FT. 1314 SQ. IN. UPPER VENT 40% NET VENT MIN. 526 SQ. IN. UPPER VENT 50% NET VENT MAX. 657 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 762 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SQ. IN. / LF. 116 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 NOV 10 2020 ROOF PLAN SCALE: 1 /4"=1'-0" IY w �00�— > cr 0 LU=)pH UWw c) Q Z) W ~ a.� W W IY ZZ-W w a Q a. 2 � _ �c/p0U =ZLL(_n CZ-� c 09 O n _Z�Z O � Q Q 0 0 0 ft 0 Z ft 0 a a, LLI w 0 w 0 ommo 5 x U) ,J a 0 K U) W C N Om< �o zaaaaa COMMUNITY: UNKS @ CA SA SPRINGS FLAN # 6120 RELEASED:10/13/20 SHEET A3. `I -- T.O.M T.O. WDV _ _ FIN._FLF. 1'-0" BUILDING SECTION SCALE: 1/2"=1'-0" (22"x34") SCALE: 1 /4"=1'-0" 11 "x17") P12 PRE-ENG. ROOF TRUSSES (SEE 5 FRAMING SHEET FOR DETAILS) GREAT KITCHEN / ROOM BUILDING SECTION SCALE: 1 /2"=1'-0" (22"x34") SCALE: 1 /4"=1'-0" 11 "x17") 2 A5.1 i i i i I BEDROOM 2 INSULATION PER ENERGY CALCS. -----T.O. WDW FIN. FLR. FOOTING PER FOUNDATION PLAN cc W cr M �001-- W Q 0 �p (AVWW W QQ � CC W W cc X W zzzZ J Q � cn Wn-2crCL 00 p=ZILw CZ''~ coc n Q o O �i H O O O O o w U) U) w Z w ONO w A a � U) 0-0 w IL z O R lz U) W c U) z� 04 us 0 Ici aaaaa COMMUNITY: UNKS @ CALUSA SPRINGS PLAN # 6120 RELEASED:10/13/20 SHEET A59 1 ROOF SHINGLES OVER ROOF SHINGLES OVER 12 15# ROOFING FELT 12 15# ROOFING FELT SEE ROOF PLAN PRE-ENGINEERED ROOF SEE ROOF PLAN PRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. 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 h0000n.n OF TRUSS - REFER TO OF TRUSS - REFER TO STRUCTURAL. STRUCTURAL. TOP OF C.M.U. OIL TOP OF C.M.U. (REFER TO ELEV.) (REFER TO ELEV) INSULATION PER COMMUNITY SPEC. SEE ! SEE 2x6 ALUM WRAPPED FASCIA SEE ENERGY CALCS. _ _ _ ELEV. ELEV. BD. w/ALUM DRIP EDGE. 1/2" (MIN.) CLG. BD. 1/2" (MIN.) ------ SOFFIT PER SPECS 2x6 ALUM WRAPPED FASCIA CLG. BD. ix PT DRAPE BLKG BD. WALUM DRIP EDGE. (8" 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 BARRIER INSULATION (R-4.1) PRECAST WIN. SILL 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 h 0'-0" PLANS 4 0'-0" FIN. FL. SLOPEf'T SE FIN. FL. s _ FOUNDATION PER STRUCTURAL DRAWINGS TYP. 1-STORY WALL C@ WINDOW SCALE: 1/2" = V-0" 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. BOARD 3 1/2' PANEL z n w GARAGE a CONCRETE CURB REFER TO PLANS mill 'l N M co GYPSUM — BOARD J" GYPSUM BOARD NICHE FOF ELECTRIC/ PANEL & WIRING ELECTRIC/ PANEL io EXTERIOR- CMU BLOC WALL CONCRETE CURB REFS TO PLANS CONCRETE - SLAB ON GRADE AT GARAGE FLOOR ;tj — —FOUNDATION PER STRUCTURAL DRAWINGS WALL SECTION P GARAGE DOOR SCALE: 1/2" =1'-O" 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 Nov 10 ?020 G. I- No ATE n cc W } 2 IY LLJZ �001=— } >c< r_0 (gUww Q�W�. J cc u) W W 5crfrIr YOHZ �LLOOW ZZZE-'z gaJ � LLx UG=tea �Up0U �2ZLL(A �HQ?o O n �i H 0 0 0 O Icn w w U w �w a, a� w 2 0, O R 0: W G Z O_ 4 0 Z aaaaa COMMUNITY: LI PLAN # 6120 RELEASED:10/1S/20 SHEET Av.22 ll_i I LI v � l PrA 2 En 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. WOOD BUCK TO MASONRY c 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 Sip; ROOF/WALL SCREED 5X5 WALL FLASHING KICK-OUT FLASHING (SEE DTL. BELOW) I v %k" 4 k No � - FASCIA WRAP FELT UNDERLAYMENT SHINGLE ROOFING DRIP EDGE: OVERLAP 3", EXTEND BELOW SHEATHING, MECH. FASTEN 4" O.C. MAX. KICKOUT SCALE: N.T.S. DETAIL FOL M:lav STEP 2 0 D FOLD @ 45° FOLD INWARD @ PT. A STEP 3 h z tiiirl, O in 39 FOLD @ 77° FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C NCIV 1 0 2020 ^.r9P9pJ,;, v ® No • cr:iTE GG 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 FOLD INWARD @ PT. A CREASE @ PT. B STEP 4 WATERTIGHT SEAL. FOLD. DO NOT CUT. BOTTOM FLANGE FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C FOLD PT. C OVER PT. B TILL PT. C TOUCHES BOTTOM FLANGE W �00�- w ¢ O Q Q= W W J (n W W 5 cc cc cc °tScn ZZ�W crgQ�J Wa- =a- mC/)ooU) �FP< O 0 m L9 0 z 0 0 t) 0j eL U) w (L 1-w w WW °C w A (L U) w aL 0 R U 0 U) 04 rao COMMUNITY: PLAN # 6120 RELEASED:10/13/20 SHEET wpw l 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 PVC 1/2" PVC /� CONCRETE ENCASED / GROUNDED ELECTRODE T ELECTRICAL RISER DIAGRAM NOT TO SCALE FIRST FLOOR ELECTRICAL PLAN SCALE: 1 /4"=1'-0" A/C DISCONNECT LL 0 I ELECTRICAL METER (V.I.F.) ELECTRICAL KEY 0 DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH J, FOUR-WAY SWITCH KEYLESS LIGHT FIXTURE CEILING MOUNTED LED LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE C16 VAPOR PROOF LIGHT FIXTURE -pt LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE a EXHAUST FAN p EXHAUST FAN/LIGHT COMBINATION ® CHIMES (OPTIONAL) ID PUSHBUTTON SWITCH (OPTIONAL) ® COMBINATION SMOKE / CO2 DETECTOR ® SMOKE DETECTOR E4 TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) BE ELECTRIC METER s ELECTRIC PANEL -M.L DISCONNECT SWITCH Q JUNCTION BOX STANDARD ELECTRICAL LINE NOTES: 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AND ARC FAULT CIRCUIT INTERRUPTERS (AFCI) PER 2014 NEC 210.12 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR: SWITCHES ........... 42" OUTLETS .............14" ABOVE COUNTER OUTLETS ...... 46" TELEPHONE ......... 14" TELEVISION .......... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4.OUTLET AND LIGHTING RECEPTACLES FOR ALL DWELLING ROOMS, WITH THE EXCEPTION OF KITCHENS, BATHROOMS, AND GARAGES, SHALL REQUIRE AFCI PROTECTION. 5. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N.F.P.A. 70A, FLORIDA RESIDENTIAL CODE 2017, NFPA 2014 AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 6. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. 7. CIRCUIT NUMBERS ARE FOR REFERENCE ONLY. 8. LUMINAIRES 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. Q` W Lu LUZ �00E- } >cr<0 WaF- Lu W Q ? W CC J � W W cc fr D= Y 0 H Z oe$IL00U) ZZZF-Z_ cc � Q Z> J W (L _ c �cnp00 � = Z IL co �F-QZ� O n O � Q 0 Im v � a O JL cn U LLi a La a U) w w w IL O R U W G O 4 � o lzZ aaaaa COMMUNITY; SPPJNGS PLAN # 6120 RELEASED:10/13/20 SHEET E i rin Z a N T SLAB PENETRATION PLAN SCALE: 1 /4"=1'-0" cr- W } 2 It J H W WZOm wujZO > cr < 0 w=) C) �- U) Ly QWF- a- 5 Ir lr °tSZZpW CCgQ<Z wa=itCL _3cn000 = Z li (n I— Q z C] cz O n O � � H O 0 O Z 0 o o � ao U w � wUJI Z w a w a. O K U W G z Z O_ 4 irZ aaaaa COMMUNITY: LINKS @ CAWSA SPRINGS PLAN # 6120 RELEASED:10/13/20 SHEET P1.1 MASONRY LINTEL ASSEMBLIES 5EE 56HEDJLE AND 5PEGIFIGATION5 FOR ADVL INFO BOTTOM REW. PRECAST LINTEL W PRECAST LINTEL w/ B°BEDDM REINF. � I I Eh18EDDEfl REINF. MB-1 MB-2 mn? TOP REINF. OR CONT. CONT. BOND BEAM BOND BEAM REINF. REINF. AS REQb cur 6vr BOTTOM REINF. BOTTOM FEW. i•. PRECAST LINTS w/ PRECAST LINTEL W EMBEDDED REINF. ET'®EDDED REINF. MB-3 MB-4 MA50NR`Y LINTEL DETAILS REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT MB-1 8F8-O5/0T ----- ----- M13-2 8F8-I13/0T ----- (1) #5 MB 3 81`16-I5/IT (1) #5 (1) #5 43-4 8RFI4-I5 ----- ---- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T CO., AND LOTT'S GONGRETE. NOTES: I. ALL LINTELS W 5PAN5 GREATER THAN 14'-0" 5HALL BE PRE5TRE55ED. 2. SHORE FILLED LINTELS A5 REQURIED. 3. ALL LINTEL5 5HALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORGEMENT 5HALL BE GRADE 60, fy=60 ksl 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DESIGN. 1. ALL LINTEL5 ARE TO BE LOGATED DIREGTLY ABOVE THE OPENING BELOW SHEET LIST INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.3 ROOF FRAMING PLAN 5D-I FOUNDATION DETAILS 50-2 STRUCTURAL DETAILS PB55-1 STRUCTURAL DETAILS GENERAL 5TRUCTURAL NOTES FOUNDATION • DE516N 15 BASED ON bth EDITION (2011) FLORIDA BUILDING 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 WALL5 TO 5LAB WITH)/4" DIA. x 23/4" LONG TAPGON5 o 32" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORRO51ON-RE515TANGE COMPATIBILITY OF HARDWARE ri; FA5TENER5 IN CONTACT w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER 4 HARDWARE 5UPPLIER5 TO GOORD. • CONCRETE DE516N BASED ON AGI 318. GONGRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE 5TREN5TH5 IN 28 DAYS, U.N.O.. f'c = 2,500 p51:....... FOOTINGS 2,500 psi:....... 5LAB5 ON GRADE (INTERIOR : EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXP05ED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 5HALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTINC75 AND 5LAB5 ON GRADE SHALL BEAR ON VIRGIN 501L OR C15% COMPACTED FILL. • MINIMUM LAP SPLIGE5 ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOK5 SHALL BE PROVIDED AT 015GONTIN0005 END OF REINF. • GROUT SHALL BE A5TM G416 F'c=3000 P51 w/ MAX 3/8" AGGREGATE • CONCRETE MA50NRY UNITS 5HALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE STRENGTH OF Ig00 P51 (F'M = 1500 P50. ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON AGI 550/550.1 • REINFORCED GMU GORES (AS INDICATED ON PLAN) SHALL BE REINFORCED w/ (1) #5 BAR VERTIGAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL ALI6N 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 SIDE OF ALL MASONRY OPENIN65 AND AT ALL WALL CORNERS. • VERTICAL REINFORGEMENT SHALL BE HELD IN PLAGE AT THE TOP AND BOTTOM, SHALL BE LOGATED IN THE CENTER OF THE MA50NRY CELL, AND SHALL BE LOGATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR WALLS. (A5 5HOWN ON PLANS) • ROU6H OPENINGS ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE GORNER5 OF SLAB E06E5, AND OTHER LOCATIONS WHERE 5LA13 GRAGK5 ARE LIKELY TO DEVELOP. EXACT LOCATIONS PER BUILDER. • SAW GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH OF THE 5LAB (I" FOR A 4" 5LAB) • JOINT5 SHALL BE LOCATED ® 12'-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE A5 GL05E TO 5QUARE5 A5 POSSIBLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SPECIFICATIONS (TYP. U.N.O.) DESCRIPTION OF BL06. ELEMENT 3"4.131" NAILS 3"4.120" NAILS J015T TO 50LE PLATE (3) TOENAILS (3) TOENAIL5* 50LE PLATE TO JOI5T/BLK'6. (3) NAILS o 4" o.c. (3) NAILS o 4" o.c. STUD TO 50LE PLATE 2 TOENAILS (3) TOENAIL5* TOP OR SOLE PLATE TO STUD 2 NAILS 3 NAILS RIM TO TOP PLATE TOENAILS o 8" o.c. TOENAILS o 6" o.c.* BLK'S. BTWN. JOISTS TO TOP PL. (3) TOENAILS (3) TOENAIL5* DOUBLE STUD NAILS 0 24" o.c. NAILS ® 16" o.c. DOUBLE TOP PLATE NAILS ® 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 0 GORNER5 ✓!: INTER5EGTIN6 WALLS (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 DESIGNED IN AGGORDANGE WITH THE 6th EDITION (2011) FLORIDA BUILDING GORE (5EGT I ON 160q) LATERAL DESIGN REQUIREMENTS FOR THE FOLLOWING WIND SPEED � EXPOSURE ONLY: 140 MPH - EXP. B WIND I MPORTANGE FAGTOR = 1.0 NTERNAL PRE55URE GOEFF I G I ENT = ENGL05ED, +/- 0.18 ANY WIND 5PEED/EXP05URE NOT L 15TED HERE REQUIRES FORMAL EVALUATION APPROVAL FROM MULHERN I KULP STRUCTURAL EN61 NEERI N6. EXTERIOR 4 SHEAR AALL SHEATHING 5PEG I r-I CATIONS INDIGATE5 LOCATION AND EXTENT OF 5HEARWALL WH I GH REQU I RE5 5HEATHIN6 AND/ OR FASTENING BPEGIFIGATION5 BEYOND THAT OF STANDARD GON5TRUGTION SYMBOL SHEAR PANEL 5PEG. 15/32" PLYWOOD OR 055 FASTENED W/ PI 2'2"xO.131 " NAIL5 © 6" o.G. ALONG PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. 15/32" PLYWOOD OR 05B FASTENED W/ P3 42"x0.131" NAIL5 ® 3" o.G. ALON6 PANEL ED6E5 AND 12" o.c. IN THE PANEL FIELD. 5TANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALLS w/ 15/32" PLYWOOD OR 05B FASTENED w/ "0.131" NAILS ® 6" O.G. AT ALL PANEL E06E5 AND ® 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL E06E5 SHALL OGGUR OVER FRAMING OR 2X BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL EDGE AND FA5TENIN6 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD 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 ® 16"o.c. USE (8) 3Y2"x0.131" NAILS ® EA. LAP SPLICE. (TYP. U.N.0) 4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENIN65. 5. SEE ARGHITEGTURAL DRAWING5 FOR ADD'L WALL GON5TRUGTION REQUIREMENTS. 6. ALL EXTERIOR WALL5 ARE CONSIDERED 5HEARWALL5. 1. WHERE PANELS ARE APPLIED TO BOTH FAGE5 OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. 8. A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENINGS ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LONG A5 THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 EDGE NAILING REQUIRED AND OGGUR 16" MINIMUM FROM THE ENDS OF THE 5HEARWALL. Window � Door Allowable Wind Pre55ure5 140 MPH Wind Zone Ex o5ure B OPENING 51ZE INTERIOR ZONES END ZONES® 8' Garage Door +18.5 P5F/-20.q P5F +18.5 P5F/-20.q P5F I6Garage Door +I1.1 P5F/-Iq.1 P5F +I1.1 P5F/-Iq.1 P5F 10 SOFT. +21.2 P5F/-22.g P5F +21.4 P5F/-28.3 P5F 20 SOFT. +20.2 P5F/-22.0 P5F +20.2 P5F/-26.4 P5F 50 SOFT. +IC1.0 P5F/-20.6 P5F +Iq.O P5F/-23.q P5F 100 SOFT. +18.0 P5F/-Iq.8 P5F +18.0 P5F/-22.0 P5F 500 SOFT. +15.8 P5F/-I1.6 P5F +15.8 P5F/-I1.6 P5F mEnd Zone 15 defined as the smaller of 10% of least horiz. dim. or 40% of mean roof height. NOTE: Pressures charted here are allowable pressures and have been reduced per A5GE 1-10 section 2.4.1 from ultimate pressures. Divide allowable pressures above by a factor of 0.6 to obtain ultimate pressures. ROOF FRAM I N6 • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS CONNECTORS. • ROOF 5HEATHIN6 5HALL BE 1/I6" MIN. OBB/PLYWOOD 5HEATHIN6 24/16, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/o"x0.113" RING SHANK NAILS (R5R5-01 OR EQUIV) 0 6" O.G. AT PANEL EDGES Q ® 6" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END 4 DRAG TRUSSES w/ RING SHANK NAILS a 3" O.G. (U.N.0). PROVIDE BLOGKIN6 ALONG PANEL E1?6E5 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 OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR CLIPS ® 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPEGIFIED 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 4 BRAGIN6 OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRU55 SHOP DWG5. SHALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER FA5TENED TO FRAMING w/(2) 3"xO.131" NAILS a 16" O.G. UPL I PT CONNECTORS BEARING CONDITION TRU55 CONNECTOR ENr5T51146LE < 15' 51 MP50N H2.5T ROOF TRU55 BEARING ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF GIRDER TRUSS BEARING ON WOOD STUD WALL/WOOD BEAM ALL SIMPSON HT520 51N6LE ROOF TRU55 OR PORCH ALL SIMPSON HETA16 BEAM BEARING ON GMU WALL ROOF G.T., FLUSH BEAM OR ALL (2) 51MP50N HETAI6 FLUSH G.T. BRG. ON GMU WALL ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR AS LISTED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DESIGN THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DESIGN STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION". M✓EK HAS ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENTS OF A56E-1-10. ALL UPLIFT CONNECTORS AND LOAD5 PER THI5 DRAWING SHALL SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR 5PEGIFIGATION5 AND LOA05 SHOWN ON THE SHOP CARDS. LEGEND • ® INTERIOR BEARING WALL • _ _ _ _ = BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL I; • : ; I EXTENT OF OVERFRAMIN6 •-_.-_ ­- �- ­­INDICATE5 I/8"A" SAW GUT CONTROL JOINT INDICATE5 LOGATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HANGER INDICATE-5 P05T ABOVE. PROVIDE SOLID BLOGKIN6 UNDER P05T OR JAMB ABOVE. GENERAL STRUCTURAL NOTES • DESIGN 15 BASED ON bth EDITION (2011) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON ND5, "NATIONAL DE516N 5PECIF16ATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DE51614 LOADS: ROOF LIVE = 20 P5F DEAD = 1 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INCLUDING 5TAIR5 $ DECKS) = 30 PSF ® SLEEPING AREAS = 50 P5F ® GARAGE = 200 # POINT LOAD @ 6UARD5/HANDRAIL5 = 50 P5F ® GUARD IN -FILL COMPONENTS DEAD = 10 P5F (20 P5F TOTAL @ TILE) WIND ULTIMATE WIND SPEED 4 EXPO5URE AS L15TED RISK GATE60RY II GENERAL FRAMING • EXTERIOR WOOD STUD BEARING WALL5 SHALL BE 2x 5PF#2 OR 5YP#2 o 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARING WALL5 SHALL BE 2x 5PF OR 5YP STUD' GRADE LUMBER a 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x 5TUD' GRADE MEMBERS SPACED 0 16" O.G. (MAX.). • ALL NON -BEARING INTERIOR STUD WALL5 SHALL BE CONSTRUCTED WITH 2x '5TUD' GRADE MEMBERS 5PAGED o 24" O.G. (MAX.). • ALL HEADER5 5HALL BE SUPPORTED BY (1)2x JACK STUD ✓t (1)2x KING STUD, MINIMUM. - THE NUMBER OF 5T1JD5 SPECIFIED AT A SUPPORT INDICATE5 THE NUMBER OF JACK 5TUD5 REQUIRED, U.N.O.. • ALL HEADERS, BEAMS $ OTHER STRUCTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FAGE NAIL MULTI -PLY 2x BEAM5 $ HEADERS W/ 3-ROW5 OF 3"xO.131" NAILS ® 12" O.G. STAGGERED. APPLY NAILING FROM BOTH FAGE5 3-PLY OR MORE GONDITION5. UTILIZE 2 ROW5 OF NAILS FOR 2x6 2x8 MEMBERS. • FACE NAIL BUILT UP 2x P05T5 W/ 3'W.131" NAILS o 16" O.G. STAGGERED. APPLY NAILING FROM BOTH FAGE5 o 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION 5PEGIFICATION5 TABLE FOR ALL GONNEGTION5 (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALL5 w/ 1/16" 05B FASTENED w/ 2y2"x0.131" NAILS o b" O.G. ® ED6E5 4 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL E06E5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE 50LID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL P05T5 GONTINUOU5 TO FOUNDATION/BEARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10^6 psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10^6 psi . FOR 2 $ 3 PLY 13EAM5 OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROWS OF 3"4.131" NAILS o 8" O/G OR 2 ROW5 Y4"x3Y2" 51MP50N 5D5 5GREW5 (OR YY2" TRU55LOK 5GREW5) o 16" 0/C. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FAGE5 FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/5GREW5 2" FROM EDGE. SOLID 3 Y2" OR 5 Y4" BEAMS ARE ACCEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OFY4"xb" 51MP50N 5D5 5GREW5 (OR (b 3/4" TRU55LOK 5CREW5) a 16" 0/6. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FAGE5 (ONE 51DE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 56REW5 2" FROM EDGE. A 50LID 1" BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL 5TUD5 IN CONTACT w/ GMU WALL5 SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LONG TAPGON5 0 24" O.G. FLOOR FRAM I N6 • I-J015T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/460 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HANGERS SHALL BE SPECIFIED BY I-JOI5T /TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • I-J015T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. 4 ENO. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY • FLOOR 5HEATHIN6 SHALL BE 23/32" GONFORMIN6 TO P52-04, 24" O.G., EXPOSURE I, TONGUE AND GROOVE E06E5, FASTEN 5HEATHIN6 TO FRAMING MEMBER5 W/ GLUE AND 3"x0.131" NAILS b" O.G. AT PANEL E06E5 $ 12" O.G. AT INTERMEDIATE SUPPORTS. TYPIGAL 5TAIR GON5TRUGTION NOTES • (3) 51N6LE PLY 2x12 5TRINGER5 FASTENED TO HEADER AT TOP OR LANDING, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM w/ (1) 51MP50N A35 CLIP AT EAGH STRINGER. • FASTEN 2x6 P.T. PLATE TO CONCRETE 5LA13 w/ (3) ,%" DIA. x 3 Y2" LONG TAPGON5. • FASTEN END 5TRIN6ER5 TO ADJACENT WALL5 w/ (2) 3"x0.131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE %" FLOOR DEGKIN6 ON RISERS AND I" FLOOR DECKING ON TREADS. 9 SEE STAIR FRAMING 5EGTION FOR MORE INFO. se�I�lV 1 fl zfl�„esotaL� o © copy�igMi i 41L1fr�RN & KULP 'structural Engineering, Inc. aCD z JEa- w D w z LD z Lu J Z= U WF_ J Jz W 0 y W C O rn .n <c A Q C CM m E Q A c� Y g m O N M CL M&K project number: 068-2001 1 project mgr: drawn by: issue date: JSB MJT 10-12-20 REVISIONS: date: initial: W H 0 J 'Q H U 0 I -- sheet: J W 0 w J 4 'Q 0 J LL z x a LO 'Q W �i 'Q U 41 'Q 0 Z J J SM0.0 EMO 18-CJ �I 21 1_411 12 WIDE GONG. PATIO SLAB: TURNDOWN 3 Y2" GONG. SLAB ON GRADE (2500 P51 MIN.) 2 EXTENDED MIN. 12" w/ 6x6—WI.4xWl.4 MESH OR FIBER MESH ON HVAG 5D—I BELOW GRADE q5% GOMPAGTED FILL OR VIRGIN SOIL. UNIT 3Y2115TEP—LU ---------------� r 5D—I 5D—I I 3 Y2 STEP 1 II 110115 I • j r— —I I'-10" I 5.6.D. REGE55 PER 1 MANUFAGTURER5 ! I • • I IN5TRUGTION I I I ............. r • I I I NOTE: REFER TO BLOGK PLAN FOR ALL DOWEL 1 I LOCATION DIMENSIONS. I •I I I I 2 I I � I 2 SD —I I I � 5D—I •I 201_0 II 201_011 TEP •� — I------� I I I 3 Y2 S • ....... ... I I 4 4 I • ( I 3 Y2" STEP 1 I— I GARAGE SLAB: 1 3 Y2" GONG. SLAB ON GRADE 7 1 (2500 P51 MIN) W/ 6x6—WI.4xWl.4 I • 5D—I I MESH OR FIBER MESH OVER 6 I 1 MIL. POLY ON q5% GOMPAGTED — —3 Y2" STEP FILL OR VIRGIN SOIL. 6 I I SD-► N LU SD- I I I •I � I I - � 1 L- ---- J 5 5D—I • • • • • • • • 0 SLAB PLAN SCALE: 1/4"=1'-0" (22x34 SHEET) SCALE: 1/6"=1'-O" (IlxI 1 SHEET) LEGEND • ® INTERIOR BEARING WALL • _ _ _ _ = BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF SHEARWALL I:::: I EXTENT OF OVERFRAMING •--'-" ""' ----INDIGATE5 I/8"A" 5AW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE UJ (SEE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKING UNDER P05T OR JAMB ABOVE. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES � SCHEDULES %V <:; G. ® ^ -.�. T E r. © copyright' !D' i N & 61-P 614duralEngineering, Inc, Z JCc w w Z c Z w oQ.. J Q � Z= a� CM UJ E 0° E a g mi Z W ;o Y C? m y W _ N M&K project number: 068-200 1 1 project mgr: J S B drawn by: MJT issue date: 1 0- 1 2-20 REVISIONS: date: initial: sheet: a 0 0 J LL. Z 0 � d Q U) OC Q LLi U J r udi 0 Z Fm i,,o M _, ALE =I. _ _ L G�Ni7 seaN,OV 1 2Q20 . 40'-0" ® INTERIOR BEARING WALL 18'-8" 21'-4" 41_211 41-/ II 31_211 / 1-211 5141 iJ' 1 qIT 41-/ " 51 -4" - BEARING WALL ABOVE • BEAM / HEADER : ' - T MB-I • LOCATION AND EXTENT OF 5HEARWALL © copyrigfit®N�RN & KULP EXTENT OF OVERERAM I NG ructyraI Engineering, Inc. CD on _I Z r- `� •--- - - -------INDIGATE5 I/8" A" SAW GUT GONTROL JOINT w DIEGNTEES)OGATION OF REINI=ORGED GMU GORE El z � z Q �—I MB—I MB • • • • • • • J L METAL HANGER J d Q LAI INDIGATE5 P05T ABOVE, PROVIDE SOLID °C E E BLOGKING UNDER P05T OR JAMB ABOVE. F- a n o qct LINTEL DETAILS MASONR WCn mE REINFORCEMENT � = a • MARK DESIGNATION TOP BOTTOM 5HEAR REINFORCEMENT Q g w • MB-I 8F8-OB/OT ----- ----- M W y M5-2 8F8-IB/OT --- (1) #5 � o h 2 O MB-3 BPIb-IB/IT p) #5 (1) #5 C M M 43-4 8RFI4-I13 ----- ----- f APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE, QUALITY PRECAST GO., - AND LOTTS CONCRETE. • • NOTES: ' I. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-0" 5HALL BE PRE5TRE%ED. 2. SHORE FILLED LINTELS A5 REQURIED. M&K project number: i 3. ALL LINTELS 5HALL HAVE 4 MINIMUM BEARING U.N.O. i _ — 4. DO NOT CUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORCEMENT 5HALL BE GRADE 60, fy=60 k9I 068.2r'�Q 1 (b. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DESIGN. project mgr J S B • 1. ALL LINTEL5 ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW • drawn by: MJT MASONRY LINTEL ASSEMBLIES `I N i - (�1 5EE 5GHEDULE AND 5PECIFIGATION5 FOR ADD'L INFO issue date: 0-12-20 fn -- 6pzvr 6ROVr BOTTOM REW REVISIONS: PRECAST LINTEL I I PRECAST LINTEL �/ date: initial: • a�Ev EvvREIN.. tll III BIDED W11F. — 4 - I MB-1 MB-2 rn • t— TOP REINF. OR GONT. CONS. BOND BEAM WT BOND BEAM REINF. REINP. AS REG2'D � Qi O _ 6ROUr - 61ROUT BOTTOM REINF. BOTTOM REINF. • . --- PRECAST LINTH_ w/ Bi • PRECAST LINTEL w/ EDOW FEW EMBEDDED REINF. M13-3 MB-4 a REFER TO 5-0.0 FOR TYP I GAL m STRUGTURAL NOTE5 5GHEDULE5 m I • O 0 I'-q" 3'-0" J GL MB—I w - >n • _ - 0• Z r Cal Ix _ ' p m W =1 - Ln cv w U _ MB-1 L V 0 MB 1 MB 3 L 11 11 1 ]K� J Z CL E51_411 31_211 51_611 21- 11 I/ 1_011 21_411 a A BLOCK PLAN sheet: 14�_0�� 5,_4„ 20�_E I SCALE: 1/4"=1'-O" (2204 SHEET) 40 -0 11 Ile SCALE: 1/8"=1'-O" (110 SHEET) FoN2.0 LEGEND ROOF FRAM I N6 FA5- DRO PER 0 r- nnunnn • = _ = _ = BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL EXTENT OF OVERFRAMIN6 •--- - - - INDIGATE5 1/5"xl" 5AW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORGED GMU GORE El (5EE NOTES) -1 L METAL HAN6ER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. 4xb P.T. POST PROVIDE (1) 51MP50N G520 5TRAP ON EAGH EXTERIOR FAGE OF P05T, cl" MIN END LENGTH DROPPED BEAM5 PER PLAN REAR A00P LANAI TYR. BEAM TO P05T CONN. SCALE: S/4"=1'-0" • 5EE ROOF TRU55 UPLIFT GONNEGTOR 5GHEDULE FOR ALL ROOF TRU55 GONNEGTOR5. • ROOF 5HEATHIN6 5HALL BE 7/16" MIN. 055/PLYWOOD 5HEATHIN6 24/1( EXP05URE I. FA5TEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/b"x0.113" RIN6 5HANK NAIL5 (R5R5-01 OR EQUIV) 0 6" O.G. AT PANEL E06E5 4 0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END $ DRA6 TRU55E5 w/ RIN6 5HANK NAIL5 ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALONG PANEL ED6E5 AT FIRST 2 TRU55 5AY5 FROM GABLE END. PROVIDE "H" 5TYLE GLIP5 ALONG UN5UPPORTED ED6E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 5HALL EXTEND GONTINUOU5LY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY 5ET5. FASTEN EACH TO TRU55 BELOW w/ 51MP5ON VTGR GLIP5 ® 24" O.G. • ALL METAL HAN6ER5 5HALL BE 5PEGIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERW15E NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER WTGA 8 TPI'S BG51 I GUIDE TO GOOD PRACTICE FOR HANDLIN6, IN5TALLIN6 4 BRAGIN6 OF METAL PLATE CONNECTED WOOD TRU55E5." • ROOF TRU55 SHOP DW65. 5HALL BE SUBMITTED TO ARCH $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • 5UPPORT PORCH It SHORT SPAN ROOF TRU55E5 w/ 2x4 LE06ER FASTENED TO FRAMING w/(2) 3"4.131" NAIL5 0 16" O.G. UPL I f'4T GONNEGTOR5 BEARIN6 CONDITION TRU55 CONNECTOR LEN6TH < 15' 51MP50N H2.5T 51N6LE ROOF TRU55 BEARIN6 ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRU55 BEARIN6 ON WOOD STUD WALL/WOOD BEAM ALL 51MP50N HT520 51N6LE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARIN6 ON GMU WALL ROOF G.T., FLUSH BEAM OR FLUSH G.T. BR6. ON GMU WALL ALL (2) 51MP50N HETAI6 ALL BEARIN6 POINTS OF EACH ROOF TRU55 5HALL BE CONNECTED WITH CONNECTOR A5 L15TED ABOVE. IT 15 THE RE5PON515ILITY OF THE EN61NEER OF RECORD TO DE516N THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/11-I-2014 "NATIONAL DE516N 5TANDAR05 FOR METAL PLATE CONNECTED WOOD TRU55 GON5TRUGTION". MW HA5 ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-10. ALL UPLIFT GONNEGTOR5 AND LOADS PER THI5 DRAWIN6 5HALL 5UPER5EDE THE TRU55 MANUFAGTURER'S UPLIFT CONNECTOR 5PEGIFIGATION5 AND LOADS 5HOWN ON THE SHOP GARD5. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES ff SCHEDULES NO IV f — ?TE G. - copyrigfiYo HERN & KULP §�ructurkEngineering, Inc. z J� w w z c t� rn z w J Q a d Z= � Qo C �- E� w '5 =a j 0° E �J 1 W � Y y L" o e m _ g N 12 CC c+) a 7 M&K project number: 068.2001 1 project mgr: J S B drawn by: MJT issue date: `j 0- `I 2-20 REVISIONS: date: initial: d a O LL a W 0 Q z 0 p x z IL U) (n LL w c� oLL LL 5) LU° p U) 0 LL oz -NIS CL JJ R00� �R*M 1 NI6 PLAN SCALE: 1/4'*'-0" (2244 SHEE SCALE: 1/8"=1'-0" (IIXII SHEET) sheet: Sm 1.3 FILLED GELLS, (5EE PLAN) V/A1"vc TOP YIEW @CORNER • !l. • • -URR 5TR1f-_- •- • - BUILDER • • ►� BOND BEAM. -�� �� • : • ...- ®II:• GARAGE WALL GONG. OR PAVER DRIVEWAY BEYOND 0 GRADE III=11=111= III—III�III�11 `Y' =1 I=1 1= c . III ° I I—III—III—III- m 4�� (5EE PPLAN) 4 =1 I v I I I a e ° 1111111111111111111- I l m l l I�I I I I I=1 11= °° ° • — d — — 117: I6"x8" THICKEN EDGE H/ (2) #5 GONT. THICKENED EDGE ® GARAGE DOOR DETAIL SCALE: WIS 8" GMU BLOCK ts i" HIDE GONT. �•� ►�GONG.-: FROM �•� �� TO : • r BEAM.► -OUT CELL (5EE PLAN) I '-I;' I I I z4 d III —III —III —III _ III ICI —ICI I1I—II' 0 6 ICI--- III=1 1=1 11=1 1I— I—' —III—I � III=1 I° d• I I=1 I I=1 I I=1 I I- o -1 11= — 1) #5 DOWEL W/ 6" HOOK AT _ I —• d I1= I —I' ALL VERT. WALL REINF. -III I =1 = III (5EE PLANS FOR LOGATIOW GLEAN COMPACTED FILL o q5% I'-O" MONOLITHIC FOUNDATION STANDARD DENSITY MIN. 1 W (2) #5 GONT. ON GHAIR5 WHERE 2ND STORY WALL OCCURS, DIREGTLY ABOVE THE 8" GMU WALL 5HOWN, FT6. SHALL BE 1'-4" WIDE W (2) #5 BARS GARAGE CURB DETAIL SCALE= NT5 III— ° III=TI f(1) #5 DOWEL W/ 6" HOOK AT _=1 I 1=1 ALL VERT. WALL REINF. 1 III—III=1 I I ' —III (5EE PLANS, FOR LOCATION) ' I-1 I I I I II I III l l l i l l I- GLEAN COMPACTED FILL o q5% MONOLITHIC FOUNDATION STANDARD DENSITY I MIN. H/ (2) #5 GONT. ON GHAIR5 WHERE 2ND STORY WALL OGGURS DIRECTLY ABOVE THE 8" GMU WALL 5HOWN, FTC. 5HALL BE III WIDE W (2) #5 BAR5 FOOTI NG SECTION W/ BLOCK DETAIL SCAR: WS 8" GMU BLOGK R4.1 FI-FOIL OR EQUAL BEYOND OVER %" FURR 5TRIP5 EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD HOUSE SLAB 5ET IN 5EALANT (5EE PLAN) PAVER5 (5EE PLANS) Ell d • e ° d III— III —III —III —I 11=1 III —I I° e I —I_I —I I —I 1I- 'II 1=1 cn III I —I I 1=111= I I ;III=1I=1I1=1I1—''' MONOLITHIC GLEAN GOMPAGTED 111 —111- 1 i FOUNDATION W/ (2) #5 FILL o q5% 5TANDARD 1'-0" GONT. ON GHAIR5 DEN5ITY AND TERMITE MIN. TREATED WHERE 2ND STORY WALL OGGUR5 DIRECTLY ABOVE THE WICK WALL SHOWN, FT6. 5HALL BE 1'-4" WIDE w/ (2) #5 BARS ENTRY DOOR DETAIL b SCALE= errs PATIO/PORCH/LANAI SLAB (5EE PLAN) 8"x8" THICKENED - 5LAB W/ (1) #5 GONT. (D=T1HICKENEV EDGE DETAIL WAL8: NIS 6" GMU BLOCK (1) #5 VERT. FROM FTC. TO BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID PORGH/PATIO/LANAI 5LA13 OR PAVER5 (5EE PLAN) �i EXP JOINT V ml R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR 5TRIP5 -PER BUILDER HOUSE 5LAB (5EE FLAW d d ° e ° ° • I —III —III —III —I � I —I I I —I 1 1-11 III=1 I I=1 I I=1 ' #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. III= = 1=1 III= (5EE PLAN5 FOR LOCATION) =1 III —III —III I1 GLEAN GOMPAGTED1— FILL o q5% MONOLITHIC FOUNDATION 5TANDARD DENSITY I -o:: W/ (2) #5 GONT. ON MIN. GHAIR5 WHERE 2ND STORY WALL OGGUR5 DIRECTLY ABOVE THE 8" GMU WALL 5HOWN, FT6. SHALL BE 1'-4" WIDE W (2) #5 BAR5 EXTERIOR WALL ® PORCH/PATIO/LANAI DETAIL SCALE: M Y2' GYP. BD. EA. 51DE OF 2x415 o 16" O.G. Y2" J-BOLTS, 6" FROM EA. END OF WALL AND 5PA6E o 52" O.G. 2" L (6" MIN. EMBED) —Q, 5TUD PLATE TIE5 PER PT BOT. PLAN o 5TUD TOP 4 PLT. BOT. d • ° a• e ° ! — d • d (2) #5'S GONT. W/ -J „ „ 3" MIN. CLEAR 8 8 UPLIFT GONNEGTOR5 5UGH A5 5TUD PLATE TIE5, HURRICANE GLIP5, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALL5 NOT 5UBJEGT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE 5UGH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. GARAGE STEP DOWN DETAIL 5GAL . WS 8" GMU BLOCK►.�I�� NT - •FURR .- .� ►� ►� ►e ►� — ER _ �= ►� r • • ►i : • it BEAM.�� P84 HOU5,E FOUNDATION DOIAEL MIN. �(5EE PLAW 30 - • • r �� ►� mr� 1= — .• c. • r seal t,,®Ea` NOV 10 �Q4�9 , G. o n ATE oc © wpyrigk; & KULP uraLfngineering,Inc. z JLU w w Z o z w J Z= U c A � 4 C cry j J Q m E > ..i.. _J z A LU C y W m �h C N C c•� a MW project number: 068-2001 1 project mgr: J S B drawn by: MJT issue date: `[ 0- `I 2-20 REVISIONS: date: initial: -III-I I =� 1- III— —� PVG GHA5E SLEEVE TO BE 1=III=III III=1T_I— �i iq ' 11 III ° TW10E THE DIAMETER OF I ;III PROTECTED PIPE I I —III —III GLEAN COMPACTED MONOLITHIC FOUNDATION FILL o q5% 5TANDARD DENSITY I W/ (2) #5 GONT. ON GHAIR5 MIN . N O WHERE 2ND 5TORY WALL OGCUR5 DIREGTLY ABOVE THE 8' GMU WALL 514OWN, FT6. 5HALL BE 1'-4" WIDE w/ (2) #5 BARS HAE DETAIL EALE: Hrs d O 0 6" GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL LL EXTERIOR DOOR OVER %" FURR 5TRIP5 TTT -PER BUILDER MTL. THRESHOLD SET IN SEALANT HOUSE SLAB Lit z (5EE PLAN) PORGH/PATIO/LANAI Q O 5LAB OR PAVERS, 1 (5EE PLANS) (n PER MANUF. III=1 III=1 1= d d — = I° —, i t=I w d 1I =1II—III—III—''' MONOLITHIC GLEAN COMPACTED FOUNDATION W/ (2) #5 FILL o q5% 5TANDARD I'-O° GONT. ON CHAIRS x DENSITY AND TERMITE I MIN. 1 0 I-- TREATED 0 � z WHERE 2ND 5TORY WALL 0. OGGUR5 DIRECTLY ABOVE THE LL 8" GMU WALL 5HOWN, FT6.5HALL BE 1'-4' WIDE W (2) #5 BAR5 sheet: EXTERIOR OUT5WIN6 4 56D POURED 51LL5 DETAIL SCALE: Mrs S Do,, I PROVIDE 50LID SHIM BETW'N TRU55 d GONNEGTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF 5HEATHIN6 TO FA5GIA WITH 2 3/e"x0.113" RIN6 SHANK NAIL5 ® 6" O.G. —� in �- 2x6 FA5GIA -5EE ARCH 8" GMU BOND BEAM W/ (1) #5 GONT. 8" REINF. GMU WALL - -5EE PLAN FOR VERT. 8 HORZ. REINF. 5PEG5 ROOF TRU5 -5EE PLAN (2)3 Y2" xO.131" 8" GMU BONE (1) #5 BARS C 8 REINF. GN -5EE PLAN F d HORZ. REINr. 5rtc5 I SECTION %"x0.113" RIN6 5HANK SECTION 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 2x4 FLAT 13LOGKIN6 ® 16" ox- FA5TENED TO BOND BM. WA" TAPGON (2)3 Y2"x0.131" VERT WALL REINF. TO EXTEND INTO BOND BEAM �— BOND -BEAM -.,--�GONTIN. PREGA5T HEADER---' I I 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED CAST-GRETE GA5T-GRETE WINDOW 51LL, WINDOW 51LL, OR EQUIV. OR EQUIV. i DOUBLE WINDOW Q�A U5NRY PIER DETIILaL.E: NT5 TItIPl2 WINDOW SIM. 2x4 GAT5 ® I6"o.c. FASTENED TO GABLE END TRU55 w/ (20'x0.131" TOENAILS. `r I�,- 2 MAX GABLE END VERTICAL WEB — REINFORGIN6 A5 REQURIED BY TRU55 MANUF. 2x8 P.T. PLATE FASTENED TO BOND BM. W/Y2" DIA, ANCHOR BOLT5 ® 32" O.G. WITH 1" (MIN) EMBEDMENT. EXTERIOR 5HEATHIN6 EDGE NAILING - 2Y2"xO.131" NAIL5 ® FA5TEN BOTTOM CHORD\OF TRU55 TO P.T. 51LL PLATE w/ Y4" DIA. 42' LONG 505 SCREWS ®Ib" o.c. PROVIDE MOISTURE BARRIER PLATE BELOW WOOD MEMBERS ON GMU (PER TRU55 MANUF) 8" GMU BOND BEAM w/ (I) #5 BAR CONT. 8" REINF. GMU WALL -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 HIP G.T. ROOF TRU55E5 -5EE PLAN — FA5TEN 5HEATHIN6 TO 2x4- BLOCKIN6 w/ 2 %"xO.113" RIN6 SHANK NAIL5 ® 411O.G. 2'-0" MIN ROOF 5HTG SHALL BE GONT. 24" MIN ONTO.ROOF 2x4 BRAGS w/2x4 T-BRACE, 5PAGED ® 4'-0" O.G. MAX. FASTEN 2x4 TO Tw/ 3 Y4"xO.131" NAILS ® 12" O.G. (NOT REOV AT TRU55 HEI6HT5 4'-1" OR SHORTER) VERT WALL REINF. TO EXTEND INTO BOND BEAM SECTION C"TC" """C 5HT6. TO HIP 1.113" RING 06,10.6. — UPLIFT CONNECTOR -5EE PLAN — HIP JACK TRU55E5 \-FASTEN BOTTOM CHORD OF 6.T. TO TOP OF WALL w/ 8" GMU BOND BEAM w/ 51MP50N H6AMIOKTA CLIP (1) #5 BAR5 GONT. 48"O.G. 8 REINF. GMU WALL VERT WALL REINF. TO -5EE PLAN FOR VERT. EXTEND INTO BOND BEAM 4 HORZ. REINF. 5PEG5 d SECTION RETROFIT DETAIL P scaLt: spa'=r-0' 5EE DETAIL I ON 5TRUGTURAL PLAN5 FOR ADDITIONAL CONNECTION 4FO NOT 5HOWN HERE A5TEN EA. ROOF TRU55 TO GMU w/ IMP50N M5TMI6 TW15T STRAP. A5TEN STRAP TO GMU w/ (4)Y4" DIA. x 2 LONG TITEN SCREWS 'ROVIDE M015TURE BARRIER LATE (PER TRU55 MANUF) AGH TRU55. `ROVIDE 2x FLAT BLOGKIN6 FIT TIGHT TO :OOF TRU55E5 ® EVERY OTHER BAY A5TENED TO GMU w/ (3) Y4" DIA. x 3 Y2" LONG APGON5. FASTEN BLOGKIN6 TO ROOF RU55E5 w/ (2) 3 Y4"x0.131" NAIL5 ® EA. END. 2x4 BLOGKIN6 w/ (3)3 Y4 "xO.131" TOENAILS EACH END (4) 3 Y4"x0.131" NAIL5 PROVIDE 2x4 BLOGKIN6 ® 4e O.G. IN FIR5T (3) BAY5 OF ROOF TRU55E5-GUT TO FIT TIGHT BETWEEN TRU55 BOTTOI GHOR05 AND NOTCH AROUND 51LL PLATE FASTEN DRYWALL TO BLOGKIN6 w/ 5GREW5 /NAIL5 ® 6" O.G. VALLEY 5ET OVERFRAMIN6 FA5TEN EACH OVERFR TRU55 TO TRU55 BELOI WITH (1) 51MP50N VTGR ® 24" O.G. PROVIDE SOLID SHIM BETW'N TRU55 4 GONNEGTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF 5HEATHIN6 TO FA5GIA WITH 2 3/B"xO.113" RIN6 5HANK NAILS ® 6" O.G. 2x(b FASGIA -5EE ARCH Lt REINF. MA50NRY LINTEL/ BEAM - 5EE PLAN FOR 5PEGIFIGATION5. TYPICAL OVERT RAM I NG CONNECTION DETAIL SCALE: N.T.S. SECTION 3 scare: spa"=1'-0" PROVIDE 501-I0 SHIM BETW'N TRU55 4 CONNECTOR IF TRU55 LOCATED LE55 THAN 1)42" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN 1 Y2" FROM UPLIFT GONNEGTOR, REFER TO TYPICAL RETROFIT DETAIL P. 5EE UPLIFT GONNEGTOR 5GHEDULE ON PLANS FOR GONNEGTOR 5PEGIFIGATION5 CONNECT EACH END OF MA50NRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL w/ 24" LE65 ALL LAPS IN MA50NRY 25" 2x FA5GIA -5EE ARCH FASTEN EXTERIOR 5HEATHIN6 TO BLOGKIN6 IN EA. TRU55 BAY w/ 2 NAILS ® 6" O.G. FASTEN EA. 2x4 BLOGKIN6 IN EA. TRU55 BAY TO BOND BM. w/(4) HILTI DNI12P8 PAF's FA5TEN EXTERIOR 5HEATHIN6 TO 2x 5LOGKIN6 w/ 2y2'xO.131" NAILS ® 3"O.G. 8" GMU BOND BEAM w/ (1) #5 BARS GONT. 8" REINF. GMU WALL - -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 RUNNING BAR w Q } ROOF 5HEATHIN6 Z#513ENT CORNER BAR ROOF TRU555 6ROUTED CELL NOTE5: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). 2. PROVIDE %" DIA. HOLE FOR 5EE TYP FOUNDATION DOWEL, BLOW OR BRUSH GLEAN. DETAILS FOR ADDITIONAL 3. FOLLOW MANUF. INSTALLATION INFORMATION NOT SHOWN IN5TRUGTION5. HERE FUTURE 8" GMU BLOCK #5 VERT. BAR TO BE LOCATED PER PLAN DRILL 6" INTO EXI -, Q IN GROUTED CELL 5LAB, EPDXY 4 DRIVE I #5 DOWEL, PROVIDE MIN. - 50" LAP 5PLIGE I O I a 6RADE II—III—III1=1I I I I I I —I IF M 155ED DOWEL RETROFIT DETAIL WAL M NTS SIM. a GMU STEM FM OROMW 6RADe TYP. CORNER PERT. WALL REINFORCING DETAIL WAL.e: NM SECTION TRU55E5 PLAN T CONNECTOR 5GHEDULE WALL REINF. CTEND INTO 'BEAM (1) #5 IN BOND BEAM I } I PREGA5T LINTEL, 5EE PLAN FOR 5PEGIFIGATION VERTICAL REINFORCEMENT PER PLAN (1) #5 VERTICAL IN 6ROUT FILLED CELL (IF REQ'D PER PLAN) NOTE: ALL HOOK5 AND 5PLIGE5 TO BE GON5TRUGTE0 AND 51ZED PER NOTE5 PERT. RE I NPORG I NG DETAIL .! scaL.e: N'� LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REOU I RED ALL APPL I GABLE AREAS. THESE WHERE SPEG I F I GALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. seal NOV o A.TE or © copyrigf�® I�lAW & KULP ltructud Engineerin_$4nc. z z _! w w Z c c- `- Z w ca.. J � rm Z= Q V A .;r O C" W y .> �� m E Q Jz Q :8 LU �0 h S y LY m c N cc M R M&K project number: 068-2001 1 project mgr: J s B drawn by: MJT issue date: 1 0.12-22 0 REVISIONS: date: initial: sheet: 0 O J LC. J UJ N z d W U a J � cn 0..� z J J SDW2 21 PERMANENT ROOF TRUSS BRAGING NOTES: (51N51 E FAMILY HOME OR TOWNHOU5E CONSTRUCTION, WITH ROOF TRU55E5 5PAGED NO MORE THAN 24" OL) I. WOOD TRUSSES SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENT 5AFETY INFORMATION Or,% "GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6, RESTRAINING 4 BRACING OF METAL PLATE CONNECTED WOOD TRU55E5," (2008 EDITION). 2. TOP CHORD BRAGING: TOP CHORDS SHALL BE BRAGED BY DIREGT-APPLIED PLYWOOD/0513 5HEATHING. • IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF T 465 OR TO PURLIN5 FASTENED TOP CHORD, CONTACT MW FOR BRAGIN5 DE515N. 3. BOTTOM CHORD BRAGINS: a. THE BOTTOM CHORDS SHALL BE BRACED BY DIREGT-APPLIED G.W.B. GEILING 4. WLW MEMBER BRACING: THE TRI65 MANUFAGTURER SHALL INDIGATE THE T"S MEMBERS (WEBS, VERTIGAL5) THAT REQUIRE LATERAL BRAGING/RE5TRAINT. a. T OR V BRACE: WHERE BRACING 15 REQUIRED A5 INDICATED ON SHOP DRAWING, UTILIZE T OR 'L' BRACES (REFERENCE BG51-53 FIGURE5 53-18 4 83-I1). SHOP APPLIED REINFORCEMENT PER BG51-53 FIGURE5 83-22 4 BG-23 15 ACCEPTABLE. • 'T' 4 'L' REINFORGING MATERIAL SHALL MATCH THE 51ZE OF THE WEBNERTIGAL MEMBER. • 'L' 4 TREINFORGING TO BE A MINIMUM OF 9O% OF THE LENGTH OF THE WEB/VERTICAL MEMBER. • FA5TEN V OR TREINFORGINS TO M5/VERTIGAL W/ Ibd GUN NAILS (0.1310 1/2') AT b" O.G. b. CONTINUOUS LATERAL. BRACING ALTERNATE: WHEN THREE (3) OR MORE 51MIL.ARLY GONFIGURED ROOF TRUSSES ALIGN, CONTINUOUS ROWS OF LATERAL BRAGINS MAY BE USED IN LIEU OF THE ABOVE -NOTED 'L' OR T BRAGE5. • CONTINUOUS ROWS OF LATERAL BRACING SHALL GON515T OF MINIMUM 2x4. ROWS SHALL BE LAP 5PLIGED ONE TRU55 BEYOND IN EACH DIRECTION. SECURE BRACE TO EACH TRJ55 COMPRESSION WEB W (2) Ibd GUN NAILS (0.1310 1/2"). • CONTINUOUS LATERAL BRAGING SHALL BE RESTRAINED BY DIAGONAL BRAGIN5 (MIN. 2" THICK NOMINAL LUMBER 4 MINIMUM 5PF 'STUD' GRADE MATERIAL). TH15 BRAGING 15 TO BE CONTINUOUS. PROVIDE ONE ROW OF DIAGONAL BRAGINS AT VERTICAL WEB MEMBERS OF TRUSSES CLOSEST TO EACH GABLE END WALL 4 ADDITIONAL DIAGONAL5 AT 20'-0" A5 REQUIRED. DIAGONAL BRACE NAILED TO OPP051TE PROVIDE (2) Ibd NAILS O 51DE OF WEB AT 20'-0" MAX. (TO PREVENT EAGH MEMBER LATERAL MOVEMENT) DIRECT -APPLIED PLYWOOD/0515 ROOF 5HEATHI% GOMPRE5510N WEB (SLOPING OR VERTICAL) CONTINUOUS LATERAL BRACE ALTERNATE o (3) OR MORE ADJACENT SIMILAR TRUSSES (5EE INDIV. TM55 SHOP DRAWIN55 I N\ .,\tq FOR LOCATIONS) GONTIN. LATERAL BRAGINE TO LAP ACROSS MIN. (1) TRU55 BAY A5 SHOWN 2x5TRONGBAGK (NOT REQ V FOR 5TRUGTURE) DIRECT -APPLIED PLYWD/05B DIRECT -APPLIED GWB GEILING SECTION B-B ALYEMTE METHOD ► a (3) OR MORE SIMILAR TRWA S ARE 6ROXW 41 DIREGT-APPLIED GWB GEILINS — TYPIGAL TRU55 ELEVATION PERMANENT TRU55 BRAG I NG flETA I L5 SCALE: NM 2x 5TRON55AGK MAY BE INSTALLED FOR GON5TRUGTABILITY TO KEEP EVEN 5PAGING AT BOTTOM CHORD (NOT REGV FOR STRUCTURE) WEB MEMBER REQUIRING BRAGINS AS INDICATED BY TRU55 MANUFACTURER 2x 5TRONG5AGK5 MAY BE INSTALLED FOR CON57rRUGTABILITY TO KEEP EVEN 5PAGING AT BOTTOM CHORD (HOT REQ'D FOR STRUCTURE) 'L' OR T' BRAGINS o NE135 DESIGNATED BY TRUSS MANUF. $ NOTES DIRMT AP 1W CaILINS LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAIL5 ARE PLAN TH 15 HOME I$ SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REQU I RED ALL APPL I GABLE AREA5. THESE WHERE 5PEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. e, %P�o C.,o o • No 1 41, 6 © COP4t °` t & KULP �BJ66ctvral Engineering, Inc. aCD Z J� W w Z CD w J Q ZF- WCn F— Cn J Jz W 0 CO) W 7 M&K project number: a a`s .Ec a Q L C v� m E Q � Mg Y 0 m` o CMN M 068-200 1 1 project mgr: J S B drawn by: MJT issue date: 10-1 2-20 REVISIONS: date: initial: sheet: a C J W Q 0 2 W 2 d 11 0 J d Q a 0 J LL U z t� W 'Q U) J r'Q V 'Q Z J A 0