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HomeMy WebLinkAbout6846 Shelby Lynn WayABBREVIA'T'IONS AB ANCHOR BOLT MAS MASONRY A.F.F. ABOVE FINISH FLOOR MAT MATERIAL ADJ. ADJUSTABLE MAX MAXIMUM ALUM. ALUMINUM MC MEDICINE CABINET ANCH ANCHOR MECH MECHANICAL 4 ANGLE MIN MINIMUM @ AT MIR MIRROR ML MICRO LAM BD. BOARD M.O. MASONRY OPENING BF BI-FOLD MTL METAL BLDG. BUILDING BM. BEAM N.I.C. NOT IN CONTRACT BLKG BLOCKING (NTS) NOT TO SCALE B.O. BOTTOM OF B.P. BI-PASS DOOR OBS OBSCURED BRG. BEARING O.C. ON CENTER BRK. BRICK OHGD OVERHEAD GARAGE DOOR OPER OPERATOR C.J. CONTROL JOINT OPNG OPENING 9- CENTER LINE OPT OPTIONAL CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD COL. COLUMN OZ OUNCE CONC. CONCRETE 1/R ONE ROD COND. CONDITION 1/S ONE SHELF CONT. CONTINUOUS CANT. CANTILEVER PC PRECAST CLG. CEILING PDS PULL -DOWN STAIR CM CROWN MOLDING PKT POCKET DOOR CR CHAIR RAIL PNL PANEL PLYWD PLYWOOD D DRYER PREFAB PREFABRICATED d PENNY PR PAIR DBL. DOUBLE PROJ PROJECTED DIA. DIAMETER PSI POUNDS PER SQUARE INCH DIR. DIRECTION PSF POUNDS PRE SQUARE FOOT DN DOWN P.T. PRESSURE TREATED DR DOOR DW DISH WASHER QUAD QUADRUPLE DWG D.S. DRAWING DOWNSPOUT REF REFRIGERATOR DTL DETAIL REINF REINFORCED REQ'D REQUIRED EA. EACH PING RANGE E.J. EXPANSION JOINT R.O. ROUGH OPENING ELEC. ELECTRICAL R RISER ELEV ELEVATION 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 AF Vn a n I anTM COMP anies 90 Matawan Road Matawan, NJ 07747 (732) 747-7800 DUPONT ASPIRE ELEVATION "B" 6846 SHELBY LYNN WAY ZEPHYRHILLS, FL 33542 LOT 071 BUILDING DATA THESE PLANS HAVE BEEN PREPARED TO MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 6th Edition (2017) RESIDENTIAL w/ APPLICABLE SUPPLEMENTS OCCUPANCY: R3 BUILDING TYPE: VB SPRINKLED: NO DRAWING INDEX CS-1 COVERSHEET & BUILDING DATA CS.2 GENERAL NOTES A-1.1 FIRST FLOOR PLANS A-2.1 FRONT & REAR ELEVATIONS A-2.2 SIDE ELEVATIONS A-3.1 ROOF PLAN A-5.1 BUILDING SECTIONS A-5.2 TYPICAL WALL SECTIONS WP-1 WATERPROOFING DETAILS E-1.1 FIRST FLOOR ELECTRICAL PAAI�� Pi-Y WITH PREVAILING P-1.1 SLAB PENETRATION PLAN S-0.0 STRUCTURAL NOTES s r;" - ' F-1.0 SLAB PLAN J' - --.. ` �zl-FILLS Oi'' %Af4c l F-2.0 BLOCK PLAN S-1.3 ROOF FRAMING PLAN REVIEt,1iC,�-� SD-1 FOUNDATION DETAILS CLANOF 71 ' P , ���. 70 E SD-2 STRUCTURAL DETAILS &41NER PBSB-1 STRUCTURAL DETAILS AREA TABULATION ELEVATION "B" 1 ST FLR A/C 1830 SQ. FT. TOTAL A/C 1830 SQ. FT. ENTRY 43 SO. FT. GARAGE 410 SQ. FT. TOTAL UR 2283 SQ. FT, TERMITE TREATMENT TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED T O V'100D, 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 OCT 16 2020 G. No 77624 �Irr STATE 0, 'rill"JI, W } 2 � �o0 W�Qo U) 0 z ¢Z)WF- c J W W =crcr 0Zz�w �ga�z J LIJ EL 0 =Wo0U) a?o cz n CD O g H 0 z A Owoo two w� O wA I x w w z O O U a A Z O E U W C Od � IrZ G aaaaa COMMUNITY; LINKS AT CALUSA PLAN # 6101 RELEASED:10/12/20 SHEET CS. 'I EGRESS: MINIMUM SIZE. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. EXCEPTION: 1. ALL GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 SQ FT. MAXIMUM HEIGHT FROM FLOOR: EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE THE BOTTOM OF THE CLEAR OPENING NOT GREATER THAN 44 INCHES MEASURED FROM THE FLOOR. 2. OPERATIONAL CONSTRAINTS: EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS. BARS, GRILLES, GRATES OR SIMILAR DEVICES ARE PERMITTED TO BE PLACED OVER EMERGENCY ESCAPE AND RESCUE OPENINGS PROVIDED THE MINIMUM NET CLEAR OPENING SIZE COMPLIES WITH SECTION 1030.4 AND SUCH DEVICES SHALL BE RELEASABLE OR REMOVABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, TOOL OR FORCE GREATER THAN THAT WHICH IS REQUIRED FOR NORMAL OPERATION OF THE ESCAPE AND RESCUE OPENING. 3. FALL PROTECTION: WHERE THE OPENING OF THE SILL PORTION OF AN OPERABLE WINDOW IS LOCATED MORE THAN 72 INCHES (1829 MM) ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE AT A HEIGHT NOT LESS THAN 24 INCHES (610 MM) ABOVE THE FINISHED FLOOR SURFACE OF THE ROOM IN WHICH THE WINDOW IS LOCATED. GLAZING BETWEEN THE FLOOR AND A HEIGHT OF 24 INCHES (610 MM) SHALL BE FIXED OR HAVE OPENINGS THROUGH WHICH A 4-INCH (102 MM) DIAMETER SPHERE CANNOT PASS. EXCEPTION: OPENINGS THAT ARE PROVIDED WITH WINDOW GUARDS THAT COMPLY WITH ASTM F 2006 OR F 2090. HAZARDOUS LOCATIONS: 1. GLAZING IN DOORS: GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIDING, AND BIFOLD DOORS SHALL BE CONSIDERED A HAZARDOUS LOCATION. EXCEPTIONS: 1. DECORATIVE GLAZING 2. WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 3. GLAZING IN WALLS ON THE LATCH SIDE OF AND PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION. 4. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR LESS IN DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY WITH SECTION R308.4.3. 5. GLAZING THAT IS ADJACENT TO THE FIXED PANEL OF PATIO DOORS. 2. GLAZING IN WINDOWS: GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 1. EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET. 2. BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR. 3. TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR. - 4. ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 3. GLAZING AND WET SURFACES: GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY WALKING SURFACE SHALL BE CONSIDERED A HAZARDOUS LOCATION. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. EXCEPTION: GLAZING THAT IS MORE THAN 60" (1,524 mm), MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL, OR SWIMMING POOL OR FROM THE EDGE OF A SHOWER, SAUNA, OR STEAM ROOM. 4. GLAZING ADJACENT TO THE BOTTOM OF A STAIR LANDING: GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS THAN 36" ABOVE THE LANDING AND WITHIN 60" HORIZONTALLY OF THE BOTTOM TREAD SHALL BE CONSIDERED A HAZARDOUS LOCATION. R309.1 FLOOR SURFACE: GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL. THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. R302.9 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR WALL AND CEILING FINISHES FLAME SPREAD AND SMOKE DEVELOPED INDEXES FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4. R302.10 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR TNRT TT . A TMN 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 ". N ANT)R A TT .0 - 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 P/z" CAN BE REDUCED BY 1/8". 3.2. THEY HAVE EDGES WITH A RADIUS OF NOT LESS THAN .01 V. 3.3. THEY OBSTRUCT NOT IN EXCESS OF 20 PERCENT OF THE HANDRAIL LENGTH. HANDRAIL CLEARANCE: CLEAR SPACE BETWEEN A HANDRAIL AND A WALL OR OTHER SURFACE SHALL BE A MINIMUM OF 1.5". A HANDRAIL AND A WALL OR OTHER SURFACE ADJACENT TO THE HANDRAIL SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. GUARDS: SHALL BE LOCATED ALONG OPEN -SIDED WALKING SURFACES, PLATFORMS, STAIRWAYS, RAMPS AND LANDINGS THAT ARE LOCATED MORE THAN 30" MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36" HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD. OPENING LIMITATIONS: REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT WHICH ALLOW THE PASSAGE OF A 4" SPHERE. SCREEN PORCHES: PORCHES AND DECKS WHICH ARE ENCLOSED WITH INSECT SCREENING SHALL BE PROVIDED WITH GUARDS WHERE THE WALKING SURFACE IS LOCATED MORE THAN 30" ABOVE THE FLOOR OR GRADE BELOW. FIRE PROTECTION: FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL VERTICAL AND HORIZONTAL CONCEALED DRAFT OPENINGS. ASPHALT SHINGLES (IF APPLICABLE) : 1. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.2.6 AND R905.2.6.1. R506.2.3 VAPOR RETARDER: A 6-MIL POLYETHYLENE OR APPROVED VAPOR RETARDER WITH JOINTS LAPPED NOT LESS THAN 6 INCHES (152 MM) SHALL BE PLACED BETWEEN THE CONCRETE FLOOR SLAB AND THE BASE COURSE OR THE PREPARED SUBGRADE WHERE NO BASE COURSE EXISTS. EXCEPTIONS 1. GARAGES, UTILITY BUILDINGS AND OTHER UNHEATED ACCESSORY STRUCTURES. 2. FOR UNHEATED STORAGE ROOMS HAVING AN AREA OF LESS THAN 70 SQUARE FEET (6.5 M) AND CARPORTS. 3. DRIVEWAYS, WALKS, PATIOS AND OTHER FLATWORK NOT LIKELY TO BE ENCLOSED AND HEATED AT A LATER DATE. 4. WHERE APPROVED BY THE BUILDING OFFICIAL, BASED ON LOCAL SITE CONDITIONS. DRAFTSTOPPING: IN COMBUSTABLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSOPPING SHALL DIVIDE THE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR/CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: 1. CEILING IS SUSPENDED. 2. FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYP OPEN -WEB PERFORATED MEMBERS. 1. MATERIALS: DRAFTSTOPPING MATERIALS SHALL NOT BE LESS THAN 1/2" GYPSUM BOARD, 3/8" WOOD STRUCTURAL PANELS OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. DRAFTSTOPPING SHALL BE INSTALLED PARALLELL TO THE FLOOR FRAMING MEMBERS UNLESS OTHERWISE APPROVED BY THE BUILDING OFFICIAL. SEPARATION FROM GARAGE: PER SECTION R302.5, R302.6, OPENING PROTECTION 1. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID OR HONYCOMB CORE STEEL AND NOT LESS THAN 1 3/8", 20 MINUTE RATED, WITH SELF CLOSER. 2. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" TYPE "X" GYPSUM BOARD OR EQUIVALENT. CEILING CONSTRUCTION: 1. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 INCH (12.7 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 INCH (12.7 mm) GYPSUM BOARD OR EQUIVALENT. EXTERIOR FINISHES: 1. CEMENT PLASTER FINISH OVER MASONRY SHALL BE 5/8" THICK TEXTURED PER COMMUNITY STANDARDS. 2. CEMENT PLASTER FINISH OVER WOOD SUBSTRATE SHALL BE 7/8" THICK (3) COAT STUCCO OVER (2) LAYERS OF WATER RESISTANT BARRIERS IN ACCORDANCE WITH FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL, R703 AND ASTM C926. TEXTURE PER COMMUNITY FLASHING: 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 3. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: • THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION 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 FMA/AAMA 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 C 1288, C 1325, OR C 1178 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 OC 1 1 6 2020 REQUESTING THE FRAMING INSPECTION (FBC 110.6) .611. ,o,`% G. I"! A��3r�I No 77624 �.` 07ATE 0F Ir W cl �_o Wo°� > x < 0 LU p aj�w W Jc~nwww zz�w z ° n (1) z W = cc 0- _pOc_Q H Q Z p cz'� � a' Ocz o= Q 0 U cn 0 w m o m 0 0-i w z a, w U) u Act 1-0 z 0 A O K U W z� Z oa in crzaaaaa' i COMMUNITY: LINKS AT CALUSA PLAN # 6101 RELEASED: 10/ 12/20 SHEET i CS.2 i z .0 r z �a n z g n D z r n z 3 L .0 n .0 e to N ism. PATIO 10'x10' 38' 8'-8" 9'-4" 6068 SGD 35 SH TEMP. 18'-6" GREAT ROOM 8'-8"CLG. DINING AREA 8'-8" CLG. 10'-52" e Cy) BEDROOM 4 8'-8" CLG. 1� MN ACRYLIC HALL BATH - • ��� .. ii LAV CI . a —4v CV r RETURN AIR GRILLE -� ADD 7/16" OSB TO MECH. CLOSET CEILING FOR FIRE DRAFT STOP 14'-8" I "35 SH (53"x63") EG rba XFER *- GRILL r- " 15'ri -2„ AHU ON STAND m 2'_p" 32^ � 8'-42" I II I -4N CV r OWNER'S 8'-8" CLG. > V'Sq7!c1L'Vm rN ;OWN BATH ;n I I > 8'-8" CLG. -g 41-1111 I I -1 = 31 I I I = O I �O ( ly{ ) I'--'`� , � M CO OII° O a O N ElI �C I 36" HT. FLAT i I ----1 KITCHEN COUNTERTOP 8'-8" CLG. i I V_42��co I 2'-4" 4'-9" M " d 8'_8^ I Ff - WATERLINE OPT. -� I I SIN REF. _ _J CLco I � — ad Z,rF LAUNDR7co o[8'-8" CLG. ODRYER VENT —J :°CICL I •-la WASHER N OX I �� L° 2'-72" �. .. . 6-81 L `— SH01 M � 1„ 2�� 4 -62 XFER HALL 8'-8" CLG. 3'-92„ I 51_Q111 G C CO 0 1 e� FOYER cr I x 8'-8" CLG. co r 0 6'-8" r 2'-4" ' XFER GRILL 8'-8" CLG. o ENTRY �- 8'-8" CLG. a 12'-0" co o 25 SH - (37"X63" EGRESS) 5'-0" 8'-4" '-0' 4'4" 2'-0" 13'-4" 5'-4" 38'-8" FIRST FLOOR PLAN SCALE: 1/4"=1'-0" (22"x34") SCALE: 1 /8"=1'-0" 11 "x17") mi M OS WIC_:.: 8'-8" CLG. t = I I i °a R&SHI&LOW r CIT BEDF OOM 2 N co 8'- " CLG. SIN 2868 SC W/ CV WH SELF CLOSER 18'-10" N o F----------- I 2'_p I 22" X 54" ATTIC ACCESS L----------- J 2 CAR GARAGE 8'-8" CLG. CEILING BOARD ABOVE -" WALL BOARD ON GARAGE SIDE PROVIDE INSULATION AS REQ'D a O 2" CONCRETE p CURB N -----------� F----------------------------- I I I I I I I I 16070 GARAGE DR. I 116'-0" 2'-0" 120'-0" I I al co I.L O = w CD D CD e N n N 3-SIDED ACRYLIC SURROUND 4 LEGEND SYMBOLS A BUILDING/WALL SECTION MARKER OINTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE ELEVATION STEP BRKX FLOORING BREAK WALL TYPES .., 2x WOOD/STEEL FRAMED PARTITION INTERIOR PARTITION w/ INSULATION CMU WALL CMU WALL w/ FURRING & INSULATION NOTE: INTERIOR WALLS ARE DRAWN TO ROUGH DIMENSIONS SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL BRACKET SPACED SOLID SURFACE 9RACCOUNTERTOP NVEGS GREATER THAN 10" TOPPLATE 1'-2" MAX 2x4 STUD WALL SEE PLANS FOR WALL LAYOUT = 1 /2" GYP. ~ ASE CABINET AS '-; BD. BPER SHOP DWGj Fv WD.BASE MOLDING FINISH FLOOR jj SH F OFINIOR� rSUBFLOOR TYPICAL DOOR PLACEMENT DIAGRAMS ODOORS LOCATED WITHIN A LENGTH OF WALL A ARE TO BE CENTERED UNLESS DIMENSIONED OR NOTED OTHERWISE. DOORS LOCATED ADJACENT TO WALL B INTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. NOTE: TYP. WINDOW HEAD HGT. AT 7'-4" U.N.O. 0 C T 1 6 2020 No 77624 • O STATE w �_cr � o°F- IrQO W Q U)03: W a > J 5 cr IY It Y 0 I- Z LL000) ZZ J °Cga�- LV = = a ==ZLLU) '� cz'cz cz a O Q 0 0 0 ft (n he z U 0 5 co1.1 VON a �~ 0 0 j w low NONE" a, (n LLO 0 (L a I E U C cn oa m o � Z aaaaa COMMUNITY; LINKS AT CALUSA PLAN # 6101 RELEASED:10/12/20 SHEET Awl .1 d T STUCCO WITH SAND FINISH FOAM MEDALLION DETAIL SCALE: 3/4"=1'-0" 4" GARAGE DOOR '4 4" WIDE STUCCO BAND (+1) ,GARAGE TRIM DETAIL SCALE: 3/4"=1'-0" coo T CD i�1WINDOW TRIM DETAIL_ SCALE: 3/4"=1'-0" ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 12 51 r— *35 SH 35 SH [606_8_SG]D REAR ELEVATION SCALE: 1 /4"=1'-0" (22"x34") SCALE: 1/8 "=1'-0" 11 "x17") BLDG. HEIGHT ROOF SHINGLES PER COMMUNITY SPECS 11-0� 81 -0 11 ,-O„ (TYP-) 4" WIDE STUCCO 12 12 BAND (+1) 5 5 12 HEEL HIGHT - - - - 5 12 �l 5 4" WIDE STUCCO BAND (+1) �] ' J M 41 CRICKET T.O. MASONRY T.O. WINDOW 4" WIDE STUCCO BAND(+1) 18" DECORATIVE co = FOAM SHUTTERS I 1 co El E7 El El F7 El D T7- *25 SH 2'-0" STUCCO El El m 0 El FIN FLR. C4 BAND RETURN - 3068 16070 GARAGE DR. FRONT ELEVATION SCALE: 1 /4"=1'-0" 122x34") SCALE: 1/8 "=1'-0" 11 "x17") ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 6" WIDE STUCCO BAND (+1) - 4" WIDE STUCCO 2 BAND (+1) 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 & 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) 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 0 C T 16 2020 �,leeammmmmm 4 No 77624 STATE OF Z 0R'•�' 3�mI11L31y- w }_CC Lu ao� >cr<0 W:Dpl- (n0W W Q = W F- J (n W W cc: Ir oBZZpW ga<Z J W a 2 Or 0U =ZtLU) �I-Qz0 cz 1 cor gH g 0 0 0 a U O LLW .._� O a) "No O a O � w O w ~ 'Q w z j O a w A Z O R at N W G z Z O� Ig Z aaaaa COMMUNITY: LINKS AT CALUSA PLAN # 6101 RELEASED:10/12/20 SHEET Aw22. I ROOF SHINGLES PER COMMUNITY SPECS 12 (TYP.) 51F— 12 51 r-7, ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 1'-011 12 5rF---- , 35 SH *25 SH LEFT ELEVATION SCALE: 1 /4"=1'-0" (22x34 SCALE: 1/8 "=1'-0" 11 "x17") 12 --_ 115 12 ----115 12 ----115 PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH :>&'= C�'•' . ` "`,,-�•••° TRIM COLOR SAND FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C1063 REQUIRevffi ITS & PROVISIONS OF THE FLOMA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) UNDERLAYMENT APPLICATIONS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905, TABLE R905.1.1 FOR ASPHALT SHINGLES REFERENCE TO SECTION R905.2 FOR TILE ROOFING REFERENCE TO SECTION R905.3 OCT 1 6 2020 ..�eeeeoi�aoe • No 77624 s . � KKT w e o � ° ° Ifs• � i� • STATE OF ° °U Z R ` 'list. W Wz0= O y. H Ill >oW[¢O W p H cnUW w QZ)WI- ;WLU J 5Ir Er 1= 0ZZ�W � _j Q _j Ul CL �(1p0U = Z LL U) H Q Z p cz cz r` O �H� Q Q O .�Oyy U O •z m � w O x w w w A U) z O a O R U 0 U) 00 N Izci aaaaa COMMUNITY; LINKS AT CALUSA PL M # 6101 RELMED: 10/ 12/20 SHEET Am2.2 ROOF PLAN SCALE: 1 /4"=1'-0" (22"x34") SCALE: 1 /8' =1'-0" 11 "x17") ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 2283 SQ. FT. 1096 SQ. IN. UPPER VENT 40% NET VENT MIN. 438 SQ. IN. UPPER VENT 50% NET VENT MAX. 548 SO. IN. UPPER VENTS REQUIRED 48" TAMCO OFF -RIDGE VENT (138 SI NET FREE) 4 VENTS NET FREE AREA UPPER ROOF VENTING 5S2 SQ. IN. NET FREE AREA SOFFIT VENTING 552 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SQ. IN. / LF. 84 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 0 C T 16 2020 eeaiea e No 77g24 ••: .* . STATE OF an � ,b0a 1 Er W }=oC �OO� } uj WaWCQO p Q :3 LLI W � J W W p 0= cr IY �ZZ0W 1= : CD J W (L te a �U) 0c_U r cz cz (� n ^1 Q 0 �Q Q 0 0 O o a O w a a� z O a 0 E a W C In Oo as w Z aaaaa COMMUNITY: UNKS AT CALUSA PLAN # 6101 RELEASED:10/12/20 SHEET Am3.1 PRE-ENG. ROOF TRU� FRAMING SHEET FOF IN 0 T.O. WALL T.O. WINDOW FIN_FLR___ FOOTING PER FOUNDATION PLAN BUILDING SECTION SCALE: 1/4"=1'-0" m BUILDING SECTION SCALE: 1 /4"=1'-0" WALL JDOW m =LR. FOOTING PER FOUNDATION PLAN OCT 16 2020 ..�eeee0000ao G. F- o o No 77biD-4 . o e� i0 c>.ATE OF 9 ^ 0 oe� 4 as T- W J W WZOX wLuz0 >cr<0 wpF— cjUww < Lu F- J cn W W � itcc: Ir oZf O W Z Z Q Z "-I(L=oC0- U) 0 0 U � 2 Z LL Cf) �F-< cz n Nt 0 � Q Q 0 ft 0 hid z u 0 0 Im low 4pmm u � w 0 U M-i z w �..r A MEMO z 0 (L A 0 R U W U) 0� � o 'Tz QaQaQ COMMUNITY: LINKS AT CALUSA PLAN # 6101 RELEASED:10/12/20 SHEET Amv.1 ROOF SHINGLES OVER t2 15# ROOFING FELT SEE ROOF PRE-ENGINEERED ROOF PLAN TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. TOP OF C.M.U. (REFER TO ELEV.) INSULATION PER COMMUNITY SPEC. SEE SEE ENERGY CALCS. _ _ _ ELEV. 1/2" (MIN.) CLG. BD. 2x6 ALUM WRAPPED FASCIA 1 x PT DRAPE BLKG BD. w/ALUM DRIP EDGE. ABOVE WINDOWS 1/2" SOFFIT PER SPECS G.W.B. SEE STRUCTURAL WINDOW PER PLAN 11L PLAN GYP.BD. WINDOW SILL 1/2" GYP. BD. OVER RADIANT PRECAST WIN. SILL BARRIER INSULATION (R-4.1) ATTACHED TO 1x2 PT. FURRING @ 24" O.C. //:SLOPE GRADE AWAY BASE BOARD FROM HOUSE -1 0'-0" FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. 1-STORY WALL Qr WINDOW SCALE: 1/2". 1'-O" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS PROVIDE 2X4— FRAMED ENCLOSURE FOR ELECTRICAL PANEL, FINISH W/ J" GYPSUM BOARD ELECTRIC METER LOCATION - SEE PLANS. VERIFY INSTALLATION IN FIELD STUCC 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. GRADE GYPSUM BOARD GARAGE N cl ELECTRICAL PANEL N ;of CONCRETE `\l CURB REFER TO PLANS MF0054 GYPSUM BOARD k GYPSL BOARD NICHE FC ELECTRII PANEL & WIRING ELECTRII PANEL EXTERIO CMU BLC WALL CONCRE' CURB RE TO PLAN; CONCRETE SLAB ON GRADE Al GARAGE FLOOR 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) SEE —2x6 ALUM WRAPPED FASCIA ELEV. BD. w/ALUM DRIP EDGE. 1/2" (MIN.) ----- SOFFIT PER SPECS CLG. BD. (j" 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 SLAB, 4„ SPECS AY PER COMMUNITY SEE STRUCTURAL PLANS h 0'-0" SLOPE SLOPE FIN. FL. sr `—FOUNDATION M PER STRUCTURAL DRAWINGS WALL SECTION P GARAGE DOOR SCALE: 1/2" - 1'-O" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS�A MIN 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 0 C T 16 2020 �,aenao�oa�^o 0 �e aA No 77624do (aL o-p` off® STATE OF L: W } 2 cl: �00� wcr¢O cn 0 w < Z) W cc J U) W W 5ircrIt Y O H z 0 LL O O cn zzz�z ° 15 < _j Lu cLa- m cnpOU Z) Z u. cn �I—Qzp � cz Q cz Q 0 cn 0 z 0 U 0 u m w U) mi mj 0 w IL U) u Omni a � z 0 IL O E W G N Ocs � G W. Zaaaaa COMMUNITY: LINKS AT CALUSA PLAN # 6101 RELEASED:10/12/20 SHEET AmS.2 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. $" 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 F- WRB APPROX. 1-1/2" ABOVE SHINGLES z Nu ROOF/WALL SCREED a g00 g 5X5 WALL FLASHING r 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 FOLC FOLD @ FOLD INWARD @ PT. A STEP 3 © © \-- FOLD @ 770 FOLD INWARD @ PT CREASE @ PT. B CREASE @ PT. C EXTERIOR CMU WALL 1) PROTECTO WRAP LWM200 OR SIMILAR ON WINDOW SILL, JAMBS AND HEAD. APPLY AROUND CORNER AND EXTEND 6" ALL AROUND THE EDGES OF THE WALL PRECAST SILL STEP 2 FOLD INWARD @ PT. A CREASE @ PT. B STEP 4 WATERTIGHT SEAL. FOLD. DO NOT CUT. BOTTOM FLANGE A FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C FOLD PT. C OVER PT. B TILL PT. C TOUCHES BOTTOM FLANGE OCT 1 6 2020 •^CAFG�Qg� 0 No ® 7-Yb24 m _ s STATE OF Ir W } 2 � 0 �0� >oWCQO LU ct Lu 0 ¢pww a.u)w ZZ'z W �ga�J Wa=IrCL � CD 00 = Z U_ U) Q) Cz � O 7d- r a c O $� Q O � O � O U w O W-j A a) wm" 0 z LLO 0 �..� w a MEMO z 0 a Q 0 R oc U) W G z z 04 U) l(5 a aa aa COMMUNITY: LINKS AT CA USA PLAN # 6101 RELEASED:10/12/20 SHEET Wp" 'I FIRST FLOOR ELECTRICAL PLAN SCALE: 1 /4"=1'-0" 22x34" SCALE: 1 /8"=1'-0" (11 "x17"3 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 1/2" PVC CONCRETE ENCASED GROUNDED ELECTRODE —IF-±=III III II' ELECTRICAL RISER DIAGRAM NOT TO SCALE ELECTRICAL KEY k� DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH KEYLESS LIGHT FIXTURE CEILING MOUNTED LED LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ol VAPOR PROOF LIGHT FIXTURE *c LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE fj EXHAUST FAN p EXHAUST FAN/LIGHT COMBINATION ® CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) ® COMBINATION SMOKE / CO2 DETECTOR ® SMOKE DETECTOR F4 TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) 01 ELECTRIC METER s ELECTRIC PANEL --W,.;- 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. tY W 2 2 wZ02 O }. H W�Q O p Q? � W w JU~jW W 2 2 2 Y01-Z U- 0 0 ZZZ~'Z It�(nQ- Wa=cra cn 0 O0 W CQ CIS-Q?o cz ^+ r` n Q o O � a Q O 0 0 U O O 0 = w i r u (L w U) j m< w z O 0, A O U W G Oo lzZ aaaaa COMMUNITY: LINKS AT CALUSA PLAN # 6101 RELEASED:10/12120 SHEET Eml . I a (V FIRST FLOOR SLAB PENETRATION PLAN SCALE: 1 /4"=1'-0" 22x34" SCALE: 1/8"=1'-0" �11"x17"� cc W WZ0= 0}�- W cc Q O coV�W a = W JcnLUW Ir C: Y 0 I— z ,6u-00cn zzz�z °Cga�m W a = rr a =Lnoo0 ��<z cz ro a O a O Z O O � a U O Z m O O o w � w a a Im z O cn a 0 0 E lz U) 0 U) 04 r lzZ o aaaaa COMMUNITY: LINK A CALUSA PLAN # 6101 RELEASED:10/12/20 SHEET Poo I.I MASONRY LINTEL A55EM5L I E5 SEE 5GHEDULE AND SPEGIFIGATIONS FOR ADD'L INFO 6Ran BOTTOM REINF. PRECAST LINTEL. W EPRECAST LINTEL W BIDED FEW. � � B40EVM REIN. MB- I MB-2 m TOP WOW OR GONE. GONT. BOND BEAM BOND BEAM REI}F. REIW. AS REQ'D • 6IRM 6RM - BOTTOM RELINE. BOTTOM REINF. • w --- PRECAST LINTEL H/ PRECAST LINTEL W EMBEDDED RELINE. EMBEDDED RELINE. MB-3 MB-4 MABONRY LINTEL DETAILS REINFORCEMENT MARK DESI6NATION TOP BOTTOM SHEAR REINFORGEMENT 1413-1 8F8-013/OT ----- ---- MB-2 8F8-I13/OT ----- (1) #5 MI3-3 8F16-I5/IT (1) #5 (1) #5 M13-4 I8RFI4-15 I --- --- APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S GONGRETE. NOTE5: I. ALL LINTELS W SPANS GREATER THAN 14'-0" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REQURIED. 3. ALL LINTELS 5HALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT 5HALL BE GRADE 60, fy=60 k51 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 7. ALL LINTELS ARE TO BE LOGATED DIREGTLY ABOVE THE OPENING BELON SHEET LIST INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.5 ROOF FRAMIN6 PLAN 50-1 FOUNDATION DETAILS 50-2 STRUCTURAL DETAILS P555-1 STRUCTURAL DETAILS GENERAL STRUCTURAL NOTES FOUNDATION DE516N 15 BASED ON 6th EDITION (2011) FLORIDA BUILDING CODE. • FOOTIN6 DE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARIN6 CAPACITY OF 1,500 PSF. • ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT N/ CONCRETE OR MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALLS TO 5LA5 HITHY4" VIA. 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 CORRO51ON-RE515TANCE COMPATIBILITY OF HARDWARE 4 FA5TENER5 IN CONTACT N/ PRESERVATIVE -TREATED HOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • CONCRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOHIN6 MINIMUM COMPRESSIVE 5TREN6TH5 IN 28 DAYS, U.N.O.: f'c = 2,500 psl:....... FOOTIN65 2,500 psi:....... 5LA65 ON GRADE (INTERIOR 4 EXTERIOR) fy = 60,000 psi ...... REBAR e ALL CONCRETE EXP05ED TO THE WEATHER SHALL NOT HAVE LESS THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTINGS SHALL BEAR AT LEAST 12" BELOW FIN15H 6RADE. • FOOTIN65 AND 5LAB5 ON 6RADE SHALL BEAR ON VIR61N 501L OR q5% COMPACTED FILL. • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 46 BAR DIA. • HOOKS SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. 0 GROUT SHALL BE A5TM G416 F'c=3000 P51 NI/ MAX 3/8" A66RE6ATE o CONCRETE MA50NRY UNITS SHALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE 5TREN6TH OF Ig00 P51 (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON AGI 550/550.1 • REINFORGED GMU GORES (A5 INDICATED ON PLAN) SHALL ID BE REINFORGED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 50" LAP 5PLIGE WITH FOOTING DOWEL. • 6ROUT 50LID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" GONT. FULL LEN6TH OF WALL w/ (1) #5 BAR GONT. (TYP. ® EXT. PERIMETER) • PROVIDE (1) #5 BAR 6ROUTED SOLID ON EACH 51DE OF ALL MASONRY OPENIN65 AND AT ALL WALL CORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MASONRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR HALLS. (AS 5HOHN ON PLANS) • ROU6H OPENINGS ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB EDH5, AND OTHER LOCATIONS WHERE SLAB CRACKS 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" SLAB) • JOINTS SHALL BE LOCATED o 12-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE A5 GL05E TO SQUARES AS P0551BLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SPECIFICATIONS (TYP. U.N.O.) DESCRIPTION OF 51-06. ELEMENT 3NO.131" NAILS 3"x0.120" NAILS JOIST 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 50LE PLATE TO STUD 2 NAILS 3) NAILS RIM TO TOP PLATE TOENAILS 0 8" o.c. TOENAILS 0 6" o.c.* BLK'6. BTNN. JOISTS TO TOP PL. (3) TOENAILS (3) TOENAIL5* DOUBLE STUD NAILS o 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE NAILS 0 24" o.c. NAILS o 16" o.c. DOUBLE TOP PLATE LAP 5PLIGE g NAILS IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP ® GORNER5 4 INTER5EGTIN5 HALLS (2) NAILS (2) NAILS * 2V2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3'W.120", SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE NHERE * ARE 5HOWN) TH 15 MODEL HAS BEEN DESIGNED IN AGGORDANGE WITH THE 6th EDITION (2011) FLORIDA BU I LD I N6 GODE (5EGTI ON 160q) LATERAL DE516N REQUIREMENTS FOR THE FOLLOWING WIND SPEED EXP05URE ONLY: 140 MPH - EXP. B WIND I MPORTANGE FACTOR = 1.0 INTERNAL PRESSURE GOEFF I G I ENT = ENGL05ED, +/- 0.18 ANY WIND 5PEED/EXP05URE NOT L 15TED HERE REQUIRES FORMAL EVALUATION I APPROVAL FROM MULHERN I KULP 5TRUGTURAL EN61 NEER I N6. EXTERIOR 4 SHEAR Y`iALL SHEATH I N6 SPECIFICATIONS INDIGATE5 LOCATION AND EXTENT OF 5HEARWALL WHIGH REG2UIRE5 5HEATHIN6 AND/ OR FASTENING 5PEG I F I GATI ON5 BEYOND THAT OF STANDARD GON5TRUGTION 5YMB0L SHEAR PANEL 5PEG. 15/52" PLYWOOD OR 055 FASTENED N/ PI 2 Hx0.131" NAILS ® 6" o.G. ALONG PANEL E06E5 AND 12" o.G. IN THE PANEL FIELD. 15/52" PLYWOOD OR 055 FASTENED N/ P3 2y2"xO.131" NAILS @ 3" O.G. ALONG PANEL E06E5 AND 12" o.c. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALLS IN/ 15/32" PLYWOOD OR 055 FASTENED w/ 2 "xO.131" NAILS ® 6" O.G. AT ALL PANEL ED6E5 AND ® 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL ED6E5 SHALL OGGUR OVER FRAMIN6 OR 2X BLOCKING SHALL BE PROVIDED TO SUPPORT PANEL E06E AND FA5TENIN6 2. ALL 5TRUGTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING ® 16"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARNALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED T06ETHER w/ 3,14:2NO.131" NAILS ® I6"o.c. USE (8) %"xO.131" NAILS ® EA. LAP SPLICE. (TYP. U.N.o) 4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENIN65. 5. SEE ARCHITECTURAL DRANIN65 FOR ADD'L WALL CONSTRUCTION REQUIREMENTS. 6. ALL EXTERIOR HALLS ARE CONSIDERED 5HEARNALL5. 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 OPENIN65 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARNALL5 50 LONG A5 THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 ED6E 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 51ZE INTERIOR ZONES END ZONES 8' Garage Door +15.5 P5F/-20.q P5F +18.5 P5F/-20.q P5F I6Garage Door +11.1 P5F/-Iq.1 P5F +11.1 P5F/-Iq.1 P5F 10 SOFT. +21.2 P5F/-22.q P5F +21.4 P5F/-28.3 P5F 20 5QFT. +20.2 P5F/-22.0 P5F +20.2 P5F/-2(o.4 P5F 50 SOFT. +lq.O P5F/-20.8 P5F +lq.O P5F/-23.q P5F 100 SOFT. +18.0 P5F/-ICI.5 P5F +18.0 P5F/-22.0 P5F 500 SOFT. +15.6 P5F/-11.6 P5F +15.8 P5F/-11.6 P5F OEnd Zone is defined a5 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 FRAMING • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 1/I6" MIN. 056/PLYHOOD 5HEATHIN6 2446, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8'W.113" RIN6 SHANK NAILS (R5R5-01 OR EQUIV) o 6" O.G. AT PANEL EDGES 4 ® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRAG TRUSSES w/ RING SHANK NAILS a 3" O.G. (U.N.0). PROVIDE 13LOGKIN6 ALONG PANEL EDGES AT FIRST 2 TRUSS BAYS FROM 6A5LE END. PROVIDE "H" 5TYLE CLIPS ALON6 UNSUPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR CLIPS o 24" O.G. • ALL METAL HAN6ER5 SHALL BE 5PECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRU55ES PER WTGA 4 TPI'5 BG51 I GUIDE TO GOOD PRACTICE FOR HANDLIN6, IN5TALLIN6 4 BRAGIN6 OF METAL PLATE CONNECTED WOOD TRU55E5." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEN AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. 0 SUPPORT PORCH 4 SHORT SPAN ROOF TRU55E5 w/ 2x4 LE06ER FASTENED TO FRAMING w/(2) 3"xO.131" NAILS o 16" O.G. UPLIFT CONNECTORS BEARIN6 CONDITION TRU55 CONNECTOR LEN6TH < 15' SIMPSON H2.5T 51116LE ROOF TRL65 BEARING ON > 15' 51MP50N HIOA WOOD STUD HALL/HOOD BEAM ROOF 61PDER TRU55 BEARING ON ALL 51MP50N HT520 WOOD STUD HALL/HOOD BEAM 51 NOLE ROOF TRU55 OR PORCH ALL SIMPSON HETA I6 BEAM BEARING ON GMU WALL ROOF G.T., FLUSH BEAM OR ALL (2) SIMPSON HETAI6 FLUSH G.T. BR6. ON GMU WALL ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR AS LISTED ABOVE. IT 15 THE RE5PON515ILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION". M4K HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-10. ALL UPLIFT CONNECTORS AND LOADS PER THIS DRAWING SHALL SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR SPECIFICATIONS AND LOADS 5HOWN ON THE SHOP CARDS. LEGEND 0 ® INTERIOR BEARIN6 WALL • c = _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARNALL I: : I EXTENT OF OVERFRAMIN6 L'_ _ _'J *___ ....._ _..____INDICATES I/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE . (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE SOLID BLOGKIN6 UNDER POST OR JAMB ABOVE. GENERAL STRUCTURAL NOTES • DESIGN 15 BASED ON 6th EDITION (2011) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON ND5, "NATIONAL DE516N 5PEGIFIGATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DE5161N LOAD5: ROOF LIVE = 20 P5F DEAD = 1 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 STAIRS 4 DEGK5) = 30 P5F ® 5LEEPIN6 AREAS = 50 P5F ® 6ARA6E = 200 # POINT LOAD ®GUARDS/HANDRAILS = 50 P5F ® 6UARD IN -FILL COMPONENTS DEAD = 10 P5F (20 P5F TOTAL ® TILE) WIND ULTIMATE WIND SPEED 4 EXPOSURE AS LISTED RISK GATEC70RY II 6ENERAL FRAMIN6 • EXTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x 5PF#2 OR 5YP#2 o 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR HOOD STUD BEARIN6 WALLS SHALL BE 2x 5PF OR 5YP 'STUD' GRADE LUMBER a 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARNALL5 SHALL BE CONSTRUCTED WITH 2x STUD' 6RAVE MEMBERS SPACED o 16" O.G. (MAX.). • ALL NON-BEARIN6 INTERIOR STUD WALLS SHALL BE GON5TRUGTED WITH 2x 'STUD' 6RADE MEMBERS SPACED a 24" O.G. (MAX.). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK 5TUD 4 (1)2x KIN6 STUD, MINIMUM. - THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK STUDS REQUIRED, U.N.O.. 0 ALL HEADERS, BEAMS 4 OTHER 5TRUGTURAL MEMBERS SHALL BE SPRUCE -PINE -FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). 0 FACE NAIL MULTI -PLY 2x BEAMS 4 HEADERS W/ 3-ROH5 OF 3"x0.131" NAILS o 12" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FACES 3-PLY OR MORE GONDITION5. UTILIZE 2 ROW5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FACE NAIL BUILT UP 2x POSTS N/ 3"4.131" NAILS a 16" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES o 3-PLY OR MORE GONDITION5. • REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALLS w/ 1/16" 055 FASTENED w/ 2Y2"x0.131" NAILS ® 6" O.G. ® E06E5 4 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL EDH5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE SOLID BLOGKI% IN FLOOR 5Y5TEM UNDER ALL POSTS CONTINUOUS TO FOUNDATION/BEARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10A6 psi • LVL - Fb=2600 psi; Fv=285 p5i; E=2.Ox10" 6 psi . FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROWS OF 3"x0.131" NAILS o 8" OIG OR 2 ROW5 Y4"x3Y2" SIMPSON 5D5 5GREN5 (OR 3142" TRU55LOK 5GREH5) o 16" O/G. USE A MINIMUM OF 3 ROH5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/56REW5 2" FROM EDGE. SOLID 3 Y2" OR 5 Y4" BEAMS ARE ACCEPTABLE. USE 2 ROH5 OF NAILS FOR 2x6 4 2x8 MEMBERS. . FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OF Y4"xb" 51MP50N 505 5CREW5 (OR 6 3/4" TRU55LOK 5GREN5) o 16" OIG. USE A MINIMUM OF 4 ROH5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES (ONE 51DE ONLY FOR TRU55LOK 5GREN5). LOCATE TOP AND BOTTOM 5GREN5 2" FROM EDGE. A 50LID 1" BEAM 15 ACCEPTABLE. • ALL INTERIOR NALL 5TU05 IN CONTACT w/ GMU HALLS SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LONG TAPGON5 ® 24" O.G. FLOOR FRAMIN6 • I-J0I5T5/T1;ZU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/460 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY I-J015T /TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • I-JO15TM55 SHOP DH65. SHALL BE SUBMITTED TO ARCH. 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • FLOOR 51HEATHIN6 SHALL BE 23/32" GONFORMIN6 TO P52-04, 24" O.G., EXPOSURE I, TONGUE AND GROOVE E06E5, FASTEN 5HEATHIN6 TO FRAMING MEMBERS W/ 6LUE AND 3"xO.131" NAILS 6" O.G. AT PANEL E06E5 4 12" O.G. AT INTERMEDIATE SUPPORTS. TYPICAL 5TAIR GON5TRUGTION NOTE5 • (3) 51N6LE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR LANDING, INHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM w/ (1) 51MP50N A55 CLIP AT EACH 5TRIN6ER. • FASTEN 2x6 P.T. PLATE TO GONGRETE 5LAB w/ (3) %," DIA. x 3 Y2" LONG TAPGON5. • FASTEN END 5TRIN6ER5 TO ADJACENT HALLS w/ (2) 3"4.131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE 3/4" FLOOR DEGKIN6 ON RISERS AND I" FLOOR DEGKIN6 ON TREADS. • 5EE STAIR FRAMIN6 SECTION FOR MORE INFO. seal: 0 C T 1 6. Mpl No 77 24 STATE OF °'/o © copyright,:`�r'KGLP S&utt?�GrA�eering;ji�� z z Oilcc Lu w z_ o CD Z w m .- nQ.. J v 2 Z= Q L- U it .4. S� OT UJ �J = a m 1► ; Jz A Q� �g �UJ 0 y 6L1 m �h N C■ M n IV M&K project number: 068-2001 1 project mgr: J S B drawn by. j`JjJT issue date: 1 0-08-20 REVISIONS: ■ date: initial: ■ 4 O Cn W L- O z Z p � 0 Q � � F-4 d U Z � O C� J J sheet: SM0.0 LE6ENP seal: 6 2020 38 10'-0" 10'-0" I ® INTERIOR BEARING WALL to Wo 77624 • _ _ _ = BEARING WALL ABOVE v • BEAM / HEADER �° ' ° � PATIO SLAB: a STATE OF `f LOGATION AND EXTENT OF 5HEARWALL c co ri ht M"�o� 4L4 �� , • PY9 3 Y2" GONG. SLAB ON F'k `, Irr. ke. r--.-.-.-� c, GRADE (2500 P51 N i:.::::::: i EXTENT OF OVERFRAMIN6 MIN.) W 6x6-W1.4xN1.4 z MESH OR FIBER MESH tL - • ----INDIGATE5 I/8"xl" 5AW GUT GONTROL JOINT =J °; ON Q5% GOMPAGTED o ', z o INDIGATE5 LOGATION OF REINFORGED GMU GORE FILL OR VIRGIN SOIL. (5EE NOTE5) z L METAL HANGERHVAG 2 W aa J UNIT 5D-I 3 Y2" STEP 5D-I 5D-I INDIGATE5 P05T ABOVE. PROVIDE 50LID = E E CS BLOGKING UNDER P05T OR JAMB ABOVE. z A a - REFER TO 5-O.O FOR TYP I GAL y 6'-2" 20' � " 5TRUGTURAL NOTES 5GHEDULE5 J Z < g 5.6.D. RECESS PER I ti m MANUFAGTURER5 I o a IN5TRUGTION 2 V-1 ' I I i M&K project number: 068-2001 1 project mgr: J S B I drawn by: MJT _ issue date: 10-08-20 cr REVISIONS: I I m date: initial: NOTE: REFER TO BLOCK PLAN FOR ALL DOWEL I _ o I LOCATION DIMENSIONS. O I I E I o . I I • �, ro 2 SD -I I 3 y2 STEP I 4 I d 4 I O I 5D-I 5D-I I I I � 3 y2" STEP 5 J \ I SD -I LL T�ICY2 I GARAGE SLAB: Y2 3 " GONG. SLAB ON GRADE I w Z STEP (2500 PSI MIN.) w/ 6x6-N1.4 K.4 ' '. - j- - - MESH OR F I BER MESH OVER 6 1 � I MIL. POLY ON c15% GOMPAGTED I N O U� 6 I FILL OR VIRGIN SOIL. I ,a N I d z U • I , I a rs, U) oL-----------------J I— . . Q O Z J J 5D- I I v 1 5D-I sheet: 201_011 SLAB PLAN I SCALE: 1/4"=1'-O" (2244 SHEET) SCALE: I/W=I'-0" (IlxI1 SHEET) Fm 1 *0 IS 6 I I I 9 e 4'-2" Of 4'—Cl" 3'-2" 6'-2" 5'-0 1/2" 5'-1 112" 4140" 6'-0" MB-1 MB—I I MB-1 I"117—J 5'-01 I 3'-2" 5'-2" I-0" 16'-0" 2'-011 13'-4" 5'-4" 20'-0" T — I T— %n I T— I T— 1 BLOCK PLAN LEGENP • ® INTERIOR BEARING WALL • _ _ _ = BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARNALL I: :I EXTENT OF 0VERFRAMIN6 •-- ,..-v -- --------INDICATES I/8"x1" 5AN GUT CONTROL JOINT INDICATE5 LOCATION OF REINFORCED GMU GORE (5EE NOTE5) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE SOLID BLOGKING UNDER P05T OR JAMB ABOVE. MA50NW LINTEL DETAILS REINFORCEMENT MARK DE516NATION TOP BOTTOM 5HEAR REINFORCEMENT M3-1 81`8-05/0T -- --- MB-2 81`8-I5/0T ----- (1) #5 MB-3 8FIb-IB/IT (1) #5 (1) #5 1413-4 8RF14-I5 ---- ---- APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE, QUALITY PREGA5T CO., AND LOTT'S CONCRETE. NOTES: 1. ALL LINTELS w/ SPAN5 GREATER THAN 14'-0" 5HALL BE PRE5TRE55ED. 2. 5HORE 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 REINFORCEMENT SHALL BE GRADE 60, fy=60 ksl 6. ALL LINTELS SPECIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELON MA50NR*' LINTEL A55EMBL I E5 5EE 56HEMI E AND 5PEGIFIGATIONS FOR ADD'L INFO [6Raur BOTTOM REIN. PRECAST LINTS W PRECAST LINTEL W EMBEDDED REIN. � � EMBEDDED REINF. MB-1 MB-2 m� TOP REIW. OR CONT. COW. BOND BEAM BOND BEAM REIW. REW AS RWID fiROUT _ 61ZOUT BOTTOM REIW. BOTTOM REINK • --- PRECAST LINTEL W PRECAST LINTEL. W EMBEDDED REW BM6EDDED REINF. #�-�Q��- fV il—w�• —I� MB-3 MB-4 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES S SCHEDULES seal: 1 16 LULU G. o No 77824 ° STAT OF © copyngh,,- cti�aLEoaloeerinQ krc:' _.e� JLU w w z o cm z rn w Q rZa 0 Z= Q� C m N Q) � j Jz Q H� W pp W C N C: M a M&K project number: 068-200 1 project mgr: J S B drawn by: MJT issue date: 10-08-20 REVISIONS: date: initial: d Q a 0 J LL J (n W (D z z 0 � CL z Y Q F O � �z M Q J J sheet: SCALE: 1/4"=1'-0" (2244 SHEET) SCALE: 1/6"=1'-0" (110 SHEET) Fm2.0 0 0 r v 0 N H 0 LE6ENP nnnonn •• • = _ _ _ = BEARING WALL ABOVE • BEAM / HEADER • M � m LOGATION AND EXTENT OF SHEARNALL EXTENT OF OVERFRAMING • -- ------INDIGATES 1/5"A" 5AW GUT CONTROL JOINT INDIGATES LOGATION OF REINFORGED GMU GORE El (5EE NOTES) J L METAL HANGER INDIGATES POST ABOVE. PROVIDE 50LID BLOCKING UNDER P05T OR JAMB ABOVE. R00� SRAM I N6 PLAN SCALE: 1/4"=1'-0" (2244 SHEET, SCALE: 1/6"=1'-0" (IlxI 1 SHEET) ROOF FRAMIN6 • 5EE ROOF TRU55 UPLIFT GONNEGTOR SGHEDULE FOR ALL ROOF TRU55 GONNEGTORS. • ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 0513/PLYWOOD 5HEATHING 24/16, EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.113" RING SHANK NAILS (R5R5-01 OR EQUIV) ® 6" O.G. AT PANEL E06E5 $ ® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END $ DRAG TRU55E5 w/ RING SHANK NAILS ® 3" O.G. (U.N.0). PROVIDE BLOCKING ALONG PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE GLIPS ALONG UNSUPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND GONTINUOUSLY UNDER ALL OVERFRAMING. • TRU55 ALL VALLEY 5ET5. FASTEN EACH TO TRU55 BELOW w/ 5IMP50N VTGR GLIPS ® 24" O.G. • ALL METAL HANGERS SHALL BE SPEGIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER WTGA 4 TPI'S BG51 I GUIDE TO GOOD PRAGTIGE FOR HANDLING, INSTALLING 4 BRAGING OF METAL PLATE CONNECTED WOOD TRU55E5." • ROOF TRU55 SHOP DWGS. SHALL BE SUBMITTED TO ARGH 4 ENG. FOR REVIEN AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 8 SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"x0.131" NAILS ® 16" O.G. UPL I IT CONNECTORS BEARING CONDITION TRU55 GONNEGTOR LENGTH < 15' 5IMP50N H2.5T SINGLE ROOF TRU55 BEARING ON > 15' 5IMP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF GIRDER TRU55 BEARING ON ALL 5IMP50N HT520 WOOD STUD WALL/WOOD BEAM 51N6LE ROOF TRU55 OR PORGH ALL 5IMP50N HETAI6 BEAM BEARING ON GMU WALL ROOF G.T., FLUSH BEAM OR ALL (2) 5IMP50N HETAI(b FLUSH G.T. BRIG. ON GMU WALL ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE GONNEGTED WITH CONNECTOR A5 LISTED ABOVE. IT 15 THE RE5PON51BILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT GONNEGTORS PER SEGTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTED WOOD TRU55 GONSTRUGTION". M4K HA5 ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTORS IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-10. ALL UPLIFT GONNEGTORS AND LOADS PER THIS DRANING SHALL SUPERSEDE THE TRU55 MANUFAGTURER'S UPLIFT GONNEGTOR SPEGIFIGATIONS AND LOADS SHOWN ON THE SHOP GARDS. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES ff SCHEDULES seal: nCT le�C G. Pi0 77824 F` S.s�TE Of .',fv < © copyright )WERQ hLP d14 ( r CD z J� w w Z o M z w CL Q � z� a� U i c42 UJE- cn rz 03 JJ Z ag :0 W p Y o y m` W cc C N M M 7 M&K project number: 068-2001 1 project mgr: J S B drawn by: MJT issue date: 10-08-20 REVISIONS: date: initial: LL 0 0 Q� sheet: Q a 0 J LL O z x a (n J d U 1~ 0z Z JJ Sw 1.3 FILLED GELL5 (5EE PLAN) GARAGE • TOP YIEW @CORNER F —1 GONG. OR PAVER GARAGE WALL DRIVEWAY BEYOND GARAGE 5LA13 m 4: (5EE PLAW a ° 16"x8" THIGKEN EDGE W/ (2) #5 GONT. THICKENED EDGE @ GARAGE DOOR DETAIL SCALE: NM 8" GMU BLOCK 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER (1) #5 VERT. FROM FTC. TO BOND BEAM. LAP w/ HOUSE SLAB FOUNDATION DOWEL MIN. (5EE FLAW 30" GROUT CELL 50LID a� O GRADE ° III—III=III=III -1 I=1 I— 'I'll,, •—I 1=1 I —I 1- I I I —III ° I —III —III —I 11- I I I III ° 111 � 1111111111= -� =1 I m I I ° III=rI'(1) #5 DOWEL W/ 6" HOOK AT —_ —III—I ALL VERT. WALL REINF. I I I I I III —I 1=1 I (5EE PLANS FOR LOCATION) GLEAN COMPACTED I=III=1 FILL o q5% MONOLITHIC FOUNDATION 5TANDARD DENSITY MIN. W(2) #5 GONT. ON GHAIR5 MIN. WHERE 2ND 5TORY WALL OCGUR5 DIREGTLY ABOVE THE 8" GMU WALL 51HIOWN, FT6. 5HALL BE 1'-4" WIDE W (2) #5 BAR5 FOOT I NG 5ECT1 ON W/ BLOCK DETA I L SCALE: NTS 8" WIDE GONT. 8 GMU BLOCK R4.1 FI-FOIL OR EQUAL GONG. CURB BEYOND OVER 3/4" FURR 5TRIP5 (1) #5 VERT. FROM FT6. EXTERIOR DOOR -PER BUILDER TO BOND BEAM. LAP w/ 1<;,Wn- HOUSE 5LAB FOUNDATION DOWEL GARAGE 5LAB MTL. THRESHOLD (5EE PLAW I IX MIN. 30" 6ROUT GELL (5EE PLAW SET IN SEALANT 5OLID PAVER5 ° ° d (5EE PLANS) z d III—II°I—III—III_ ° ° III —III —III —III 'z O GRADE ° III—III—III=III—I 1' a III—III=III=III=1 =1 11=1 I I- cv 1=1 I I I I 1=1 I ID 11 =I 11=1-1 11 IEE d ° I 1=1 I M I II- (3 zI- =1 m III I = 1-1 I- I=1 m III 11 1 I —I I I —I 11= 11-I 1— III 1) #5 DOWEL W/ 6" HOOK AT —° d I1=1I —I' ALL VERT. WALL REINF. III=III= III=� (5EE PLAN5 FOR LOCATIOW I I III— =1 Ills MONOLITHIC II—III—III—III=1 _" 11=III=III=III=1I1- GLEAN COMPACTED = 1= GLEAN COMPACTED " III =1I= I i' FOUNDATION W/ (2) #5 FILL o q5% 1'-0" MONOLITHIC FOUNDATION FILL o q5% 5TANDARD 1'-0" GONT. ON GHAIRS 5TANDARD DEW5ITY MIN. W/ (2) #5 GONT. ON GHAIR5 DENSITY AND TERMITE MIN. TREATED WHERE 2ND STORY WALL WHERE 2ND STORY WALL OGGUR5 DIRECTLY ABOVE THE OGGUR5 DIRECTLY ABOVE THE 8" GMU WALL 5HOWN, FT6. 5HALL 8" GMU WALL 514OWN, FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BARS BE 1'-4" WIDE W (2) #5 BAR5 &LA7AGE CURB DETAIL E ET� Y DOOR DETAIL NT5 6 Ts 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 5LAB (5EE PLAN) PORGH/PATIO/LANAI 5LAB OR PAVERS (5EE PLAN5) PER MANUF. III=1=1 11= '=1I I-1I I=d I=1I I . III —I 11=1I I —III_ 1=1 m III I —III —I 1= w 111IlilIl II -___III IIIII, m� I I I I —III —III —III Lill I— II—III=III=III=IIILill- MONOLITHIC III GLEAN COMPAC— �_ FOUNDATION W/ (2) #5 TED FILL o q5% STANDARD I1-01 GONT. ON CHAIRS DEN5I1Y AND TERMITE MIN. TREATED WHERE 2ND 5TORY WALL OGGURS DIREGTLY ABOVE THE 8" GMU WALL 5HOWN, FT6. 5HALL BE 1'-4" WIDE W (2) #5 BAR5 EXTERIOR OUTSAI NG 4 561; POURED SILLS DETAIL L(5EATIO/PORGH/LANAI 5LAB E PLAN) . _J_ 8"x8" THICKENED — 5LAB W/ (1) #5 GONT. THICKENED EDGE DETAIL 3 SCALE: MS 6" GMU BLOCK (1) #5 VERT. FROM FTC. TO R4.1 FI-FOIL OR EQUAL BOND BEAM. LAP WOVER 3/4" FURR STRIPS -PER BUILDER FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID HOUSE 5LAB PORGH/PATIO/LANAI (5EE PLAN) 5LAB OR PAVER5 (5EE PLAN) Z d ° a d° Q °°° I —III —III —III I I I I —III —III —III —I I I ' I=1 cy l l —I I d° ad —III—III—III=1 l i— EXP JOINT _III 1=1 11=1 I I' — mllllllll d°°11=IIIIIIIIII�I d I= _ 1) #5 DOWEL W/ 6" HOOK AT III=III ALL VERT. WALL REINF. =III=III= I III- (5EE PLANS FOR LOCATION) -1 I III —III —III , I I GLEAN COMPACTED( - FILL o q5% MONOLITHIC FOUNDATION 5TANDARD DENSITY 1-O:: W/ (2) #5 GONT. ON MIN. GHAIR5 WHERE 2ND STORY WALL OGGUR5 DIRECTLY ABOVE THE 8" CMU WALL 5HOWN, FT6. 5HALL BE 1'-4" WIDE W (2) #5 BAR5 EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL SCALE= NITS Y2" GYP. BD. EA. 51DE OF 2x45 o 16" O.G. Y2" J-BOLTS 6" FROM EA. v END OF WALL AND 5PAGE o 32" O.G. 2" (6" MIN. EMBED) 5TUD PLATE TIES PER } PT BOT. PLAN o 5TUD TOP 4 PLT. BOT. d ° ° Od d ° • < ° (2) #5'5 CONT. W/ „ 3" MIN. CLEAR 8 8 UPLIFT GONNEGTOR5 5UGH A5 5TUD PLATE TIES, HURRICANE GLIP5, AND ANCHOR BOLT5 ARE NOT REQUIRED ON WALL5 NOT SUBJEGT TO A GALGULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE 5UGH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. ''� GARAGE 5TEP DOWN DETAIL SCALE: N% _1W I 8" CMU : • ►.� I I: • NrIlf o ►� ►� • - �, ►� - BUILDER : • u BEAM.R HOL6E 5LAB FOUNDATION DONEL MIN. �MW (5EE PLAN) W1 ►� • • r �� .• lie 611 MOM MOM No 77824 v STATE < O ,qq tP- =z JUJ w w Z_ o CD Z w J CL Zcr_= Q� U it = A 'r �- c to a) •� a .ice JZ a Mco W Y ' o y Yd m` C N C IV M&K project number: 068-200 1 1 project mgr: J S B drawn by: MJT issue date: 10-08.20 REVISIONS: date: initial: z —III— — PVG GHA5E 5LEEVE TO BE Vj O I 1=11=III-- —III= I TWIGE THE DIAMETER OF GLEAN COMPACTED ' I I I I —III 111- FILL o q5% MONOLITHIC FOUNDATION STANDARD DENSITY 1 _IN Vil (2) #5 GONT. ON GHAIR5 C� MIN. � WHERE 2ND STORY WALL OGGUR5 DIREGTLY ABOVE THE 8" GMU WALL 514OWN, FT6. 5HALL BE I'-4" WIDE W (2) #5 BARS OLSE DETAIL = NT5 sheet: 0 a 0 J LL W � Ca z � 0 n U) zCL � 0 � Y Ca � J SCALE: NTS SD110 1 PROVIDE 50LID SHIM BETW'N TRU55 4 GONNEGTOR IF TRU55 LOCATED LE55 THAN I YY FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I YY FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF SHEATHING TO FA5GIA WITH 2 WX0.113" RING SHANK NAILS ® 6" O.G. LU 2x6 FA5GIA -5EE ARCH 8" GMU BOND BEAM W/ (1) #5 GONT. 8 REINF. GMU WALL- -5EE PLAN FOR VERT. t HORZ. REINF. 5PEG5 5EE UPLIFT GONNEGTOR - 5GHEDULE ON PLAN5 FOR CONNECTOR 5PEGIFIGATION5 8" GMU BOND BEAM W/ (1) #5 GONT. 8" REINF. GMU WALL - -5EE PLAN FOR VERT. 8 HORZ. REINF. 5PEG5 DSECTo1ION SCALE: 1 ' TRU55 OVERFRAMIN6 PER PLAN —� (_!_EdTE N2 � SI'-0" 5EE UPLIFT CONNECTOR 5GHEDULE ON PLAN5 FOR GONNEGTOR 5PEGIFIGATION5 PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EACH TRU55. VERT WALL REINF. TO EXTEND INTO BOND BEAM {ROOF TRU55E5 PER PLAN PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EAGH TRU55. VERT WALL REINF. TO EXTEND INTO BOND BEAM BOND -BEAM - f-GONTIN. PREGA5T HEADER - —' 8" GMU PIER ENTIRE GOLUMN TO BE GROUT FILLED GA5T-CRETE GA5T-GRETE WINDOW 51LL, WINDOW SILL, OR EOUIV. OR EQUIV. DOUBLE WINDOW Qt0NRY PIERDETAIL = NT5 TRIPLE WINDOW SIM. PROVIDE SOLID SHIM BETW'N TRU55 t CONNEGTOR IF TRU55 LOCATED LE55 THAN 1 Y2" FROM GONNEGTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPIGAL RETROFIT DETAIL P. FASTEN ROOF SHEATHING TO PROVIDE 50LID SHIM BETW'N TRU55 4 CONNECTOR IF TRU55 LOCATED LE55 THAN I YY FROM CONNECTOR. WHERE TRU55 15 6REATER THAN I Y2" FROM UPLIFT GONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. 2x FA5GIA -5EE ARCH FA5GIA WITH 2 %"xO.113" FA5TEN EXTERIOR 5HEATHING TO 2x4 RING SHANK NAILS ®6" O.G. BLOGKIN6 IN EA. TRU55 BAY W 2 Y2'xO.131" SEE UPLIFT GONNEGTOR NAIL5 ® 6" O.G. SCHEDULE ON PLANS FOR ROOF TRU55E5 CONNECTOR 5PECIFICATION5 -5EE PLAN 2x6 FASCIA FASTEN EA. 2x4 BLOCKING IN EA. TRU55 BAY TO BOND BM. W(4) -5EE ARCH HILTI DNI72P8 PAF's REINF. MA50NRY LINTEL/ BEAM F- - 5EE PLAN FOR 5PEGIFIGATION5. FA5TEN EXTERIOR SHEATHING TO ' 2x BLOGKIN6 w/ 2Y2"xO.131" NAILS ® 3"O.G. - SECTION VALLEY 5ET OVERFRAMIN6 FA5TEN EACH OVERFR TRU55 TO TRU55 BELOI WITH (1) 51MP50N VTGR ® 24" O.G. TYPICAL OVERMAM I NG CONNECTION DETAIL SCALE: N.T.S. UPLIFT GONNEGTOR -PER 5GHEDULE CONNECT EACH END OF 8" GMU BOND BEAM w/ MA50NRY LINTEL TO TOP OF (1) #5 BARS GONT. PIER/ WALL W (1) #5 BENT VERT WALL REINF. DOWEL W 24" LE65 TO EXTEND INTO 8" REINF. GMU WALL BOND BEAM -5EE PLAN FOR VERT. 8 HORZ. REINF. 5PEG5 MAIN ROOF 5HEATHIN67 MAIN ROOF TRU555 5EE DETAIL I ON 5TRUGTURAL PLAN5 FOR ADDITIONAL GONNEGTION INFO NOT 5HOWN HERE FASTEN EA. ROOF TRU55 TO GMU w/ 51MP50N M5TMI6 TW15T STRAP. FASTEN 5TRAP TO GMU W (4)Y4" DIA. x 2 Y4" LONG TITEN 5GRE05 PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EACH TRU55. PROVIDE 2x FLAT BLOCKING FIT TIGHT TO ROOF TRU55E5 ® EVERY OTHER BAY FA5TENED TO GMU W (3) Y4" DIA. x 3 Y2' LONG TAPGON5. FASTEN BLOCKING TO ROOF TRU55E5 w/ (2) 3 A"x0.131" NAILS ® EA. END. SECTION q' SCALE: a�4"=r-o" ALL LAP5 IN MA50NRY 25" RUNNING BAR #5 BENT CORNER BAR GROUTED CELL TYP. CORNER PERT. WALL RE I NPORC I NG DETAIL SCALE: NM NOTES: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). 2. PROVIDE %" DIA. HOLE FOR DOWEL, BLOW OR BRU5H GLEAN. 3. FOLLOW MANUF. IN5TALLATION IN5TRUGTION5. FUTURE 8" GMU BLOCK -71 DRILL 6" INTO EX15T'6 SLAB, EPDXY 4 DRIVE #5 DOWEL, PROVIDE MIN. g 30" LAP 5PLIGE I O I I z 5EE TYP. FOUNDATION DETAIL5 FOR ADDITIONAL INFORMATION NOT 5HOWN HERE GRADE 00 =1 I I-1 11-111—III I —I 4 ' —III—III=III III= —III—III—III °—� 111- #5 VERT. BAR TO BE LOCATED PER PLAN IN GROUTED CELL M 155ED DOWEL RETROFIT DETAIL WALE, NTS SIM. • GMU STEM FM DROPPED GRADE ROOF TRU5 -5EE PLAN (2)3 Y2"x0.131" 6" GMU BONE (1) #5 BARS C 8" REINF. GM -5EE PLAN F 4 HORZ. REINr. of tc,5 BY WINDOW/DOOR MANUFACTURER SECTION SCALE: S/4'=1'-O" I� i 5HANK 2x4 FLAT BLOGKIN6 ® 16" o.c. FASTENED TO BOND BM. w/ Y4" TAPGON (2)3 Y2 "x0.131 " VERT WALL REINF. TO EXTEND INTO BOND BEAM I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOKOOOR, FA5TEN BUCK TO MA50NRY IN (1) ROW OF W6"x4" TAPGON5 6" FROM ENDS AND 16" O.G. MAX. TAPCON5 TO BE I-YT MIN. FROM EDGE OF BUCK. 2. BUGK5 LE55 THAN 2X TO BE FA5TENED W/ GUT NAIL5 OR EQUIVALENT. 5TRUGTURAL CONNECTION OF WINDOW/DOOR TO 5TRUGTURE BY OTHERS IN THI5 GA5E. 3. ADDITIONAL 2X WOOD BUGK MATERIAL MAY BE ADDED TO EXI5TING 2X BUCKED OPENING, U5E (3) ROW5 OF 3"xO.I31" NAILS 5TAC76ERED ® 12" O.G. EA. 5UGGE551VE BUCK. 4. MIXING OF IX AND 2X B1Y_,K5 SHALL BE PERMITTED FOR THE 5AME OPENING IF WINDOW MANUFACTURER AND PLAN REGUIREMENT5 (FA5TENIN6) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROW5 OF 2�2"xO.131" NAILS ® 16" O.G. FA5TEN WINDOW/DOOR TO 2X PER WINDOW/DOOR MANUFACTURER'S 5PEG5. GH,,%NINDOYSIDOOR BUCK DETAIL : NM LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REOU I RED ALL APPL I GABLE AREAS. THESE WHERE 5PEG I F I GALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLAN5. ("GUT") ON THE PLAN5. sealbcl 1 u7g,11;;��p0 dd No 77624 TATE OF • © copyright ; MULFfERN & WLP y ems' Structural Eggineerio9'���, z Z JCC w w Z C Z r- w J d Z= Q� U q 4 C" S1c m W ~ G � =a m E Q. H Jz M W O H Y g y W m c N CC C5 n rM&Kect number: 068.200 1 project mgr: J S B drawn by: MJT issue date: `j 0.08.2Q REVISIONS: date: initial: � J o LL � J W Q 0 (L LO d OC �J Z 0 � C� o z J J sheet: SDM2 I y