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HomeMy WebLinkAbout6872 Shelby Lynn WayABBREVIATIONS AB ANCHOR BOLT MAS MASONRY A.F.F. ABOVE FINISH FLOOR MAT MATERIAL ADJ. ADJUSTABLE MAX MAXIMUM ALUM. ALUMINUM MC MEDICINE CABINET ANCH ANCHOR MECH MECHANICAL 4 ANGLE MIN MINIMUM @ AT MIR MIRROR ML MICRO LAM BD. BOARD M.O. MASONRY OPENING BF BI-FOLD MTL METAL BLDG. BUILDING BM. BEAM N.I.C. NOT IN CONTRACT BLKG BLOCKING (NTS) NOT TO SCALE B.O. BOTTOM OF B.P. BI-PASS DOOR OBS OBSCURED BRG. BEARING O.C. ON CENTER BRK. BRICK OHGD OVERHEAD GARAGE DOOR OPER OPERATOR C.J. CONTROL JOINT OPNG OPENING 9- CENTER LINE OPT OPTIONAL CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD COL. COLUMN OZ OUNCE CONC. CONCRETE 1/R ONE ROD COND. CONDITION 1/S ONE SHELF CONT. CONTINUOUS CANT. CANTILEVER PC PRECAST CLG. CEILING PDS PULL -DOWN STAIR CM CROWN MOLDING PKT POCKET DOOR CR CHAIR RAIL PNL PANEL PLYWD PLYWOOD D DRYER PREFAB PREFABRICATED d PENNY PR PAIR DBL. DOUBLE PROJ PROJECTED DIA. DIAMETER PSI POUNDS PER SQUARE INCH DIR. DIRECTION PSF POUNDS PRE SQUARE FOOT DN DOWN P.T. PRESSURE TREATED DR DOOR DW DISH WASHER QUAD QUADRUPLE DWG DRAWING D.S. DOWNSPOUT REF REFRIGERATOR DTL DETAIL REINF REINFORCED REQ'D REQUIRED EA. EACH RNG RANGE E.J. EXPANSION JOINT R.O. ROUGH OPENING ELEC. ELECTRICAL R RISER ELEV ELEVATION RND ROUND EQ. EQUAL R&S ROD AND SHELF EQUIP. EQUIPMENT EXP EXPANSION Sc SOLID CORE EXT. EXTERIOR SCHEM SCHEMATIC EE EACH END SHLF SHELF SHT SHEET FD FLOOR DRAIN SHWR SHOWER FIN. FINISHED FLOOR SIM SIMILAR FND. FOUNDATION SH SINGLE HUNG FLR. FLOOR S.S. STAINLESS STEEL FP FIREPLACE STL STEEL FR FIRE RATED STRUCT STRUCTURAL FXD FIXED SUSP SUSPENSION FRM FRAME SGD SLIDING GLASS DOOR FTG FOOTING SQ SQUARE GA. GAUGE T TREAD GALV. GALVANIZED TB TOWEL BAR GC GENERAL CONTRACTOR T&G TONGUE AND GROOVE GEN GENERAL TEMP TEMPERED GYP. GYPSUM T.O. TOP OF GL GLUE LAM TR TOWEL ROD GLS GLASS TRPL TRIPLE TYP TYPICAL H HIGH HC HOLLOW CORE U.N.O. UNLESS NOTED OTHERWISE VERT VERTICAL HGT. HEIGHT V.L.I.F. VERIFY LOCATION IN FIELD HDR. HEADER HB HOSE BIBB W WASHER HORIZ. HORIZONTAL W/ WITH INSUL. INSULATION WC WATER CLOSET INT. INTERIOR WD WOOD WWM WELD WIRE MESH LAV. LAVATORY WpW WINDOW LT LAUNDRY TUB IF Vn a n I anTM Companies 90 Matawan Road Matawan, NJ 07747 (732) 383-2200 IVANHOE ASPIRE ELEVATION "A" 6872 SHELBY LYNN WAY ZEPHYRHILLS, FL 33542 LOT 073 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 FLOOR 1131 SF 2ND FLOOR 1535 SF TOTAL A/C 2,666 SF ENTRY 25 SF GARAGE 453 SF TOTAL U R 3,144 SF BUILDING DATA THESE PLANS HAVE BEEN PREPARED TO MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 6th Edition (2017) RESIDENTIAL w/ APPLICABLE SUPPLEMENTS OCCUPANCY: R3 BUILDING TYPE: VB SPRINKLED: NO DRAWING INDEX CS1 COVERSHEET & BUILDING DATA CS2 GENERAL NOTES A-1.1 FIRST AND SECOND FLOOR PLANS A-2.1 FRONT & REAR ELEVATIONS A-2.2 SIDE ELEVATIONS A-3.1 ROOF PLAN A-4.1 STAIR & DETAILS A-5.1 BUILDING SECTIONS A-5.2 TYPICAL WALL SECTIONS WP1 WATERPROOFING DETAILS WP2 WATERPROOFING DETAILS E-1.1 FIRST AND SECOND FLOOR ELECTRICAL PLAN P-1.1 SLAB PENETRATION PLAN S-0.0 STRUCTURAL NOTES ALL WORK SHALL COMPLY 0,1PTH PRaV;A F-1.0 SLAB PLAN , OD F-2.0 BLOCK PLANTE:?is� S-1.2 SECOND FLOOR FRAMING PLAN ANO THE CITY r-:YRHILLS S-1.3 ROOF FRAMING PLAN ORDINZCES SD-1 FOUNDATION DETAILS REVIEW DATE DECO 5 SD-2 STRUCTURAL DETAILS CITY OF ZEPHYRHIL SD-3 STRUCTURAL DETAILS PLAN EXAMINER PBSB-1 STRUCTURAL DETAILS "16 NOV 10 2020 W cl _ o°� > <0 o (nUWW < Lu J U) W W �1= cr_ 1= Zz�W J Q � Z W a = a z OW U) �F-< cz OR 0 0 r� `V 0 0 M I.in iw r.*N wA x c�L� z 0 MINIM 1-i wA w >J ~ "MIN 0 cn U (a Oct 0 1 z M< O_ D: W G N O� Z aaKaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 10/9/20 SHEET GS I EGRESS: MINIMUM SIZE. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. EXCEPTION: 1. ALL GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 SQ FT. MAXIMUM HEIGHT FROM FLOOR: EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE THE BOTTOM OF THE CLEAR OPENING NOT GREATER THAN 44 INCHES MEASURED FROM THE FLOOR. 2. OPERATIONAL CONSTRAINTS: EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS. BARS, GRILLES, GRATES OR SIMILAR DEVICES ARE PERMITTED TO BE PLACED OVER EMERGENCY ESCAPE AND RESCUE OPENINGS PROVIDED THE MINIMUM NET CLEAR OPENING SIZE COMPLIES WITH SECTION 1030.4 AND SUCH DEVICES SHALL BE RELEASABLE OR REMOVABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, TOOL OR FORCE GREATER THAN THAT WHICH IS REQUIRED FOR NORMAL OPERATION OF THE ESCAPE AND RESCUE OPENING. 3. FALL PROTECTION: WHERE THE OPENING OF THE SILL PORTION OF AN OPERABLE WINDOW IS LOCATED MORE THAN 72 INCHES (1829 MM) ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE AT A HEIGHT NOT LESS THAN 24 INCHES (610 MM) ABOVE THE FINISHED FLOOR SURFACE OF THE ROOM IN WHICH THE WINDOW IS LOCATED. GLAZING BETWEEN THE FLOOR AND A HEIGHT OF 24 INCHES (610 MM) SHALL BE FIXED OR HAVE OPENINGS THROUGH WHICH A 4-INCH (102 MM) DIAMETER SPHERE CANNOT PASS. EXCEPTION: OPENINGS THAT ARE PROVIDED WITH WINDOW GUARDS THAT COMPLY WITH ASTM F 2006 OR F 2090. HAZARDOUS LOCATIONS: 1. GLAZING IN DOORS: GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIDING, AND BIFOLD DOORS SHALL BE CONSIDERED A HAZARDOUS LOCATION. EXCEPTIONS: 1. DECORATIVE GLAZING 2. WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 3. GLAZING IN WALLS ON THE LATCH SIDE OF AND PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION. 4. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR LESS IN DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY WITH SECTION R308.4.3. 5. GLAZING THAT IS ADJACENT TO THE FIXED PANEL OF PATIO DOORS. 2. GLAZING IN WINDOWS: GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 1. EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET. 2. BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR. 3. TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR. 4. ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 3. GLAZING AND WET SURFACES: GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY WALKING SURFACE SHALL BE CONSIDERED A HAZARDOUS LOCATION. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. EXCEPTION: GLAZING THAT IS MORE THAN 60" (1,524 mm), MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL, OR SWIMMING POOL OR FROM THE EDGE OF A SHOWER, SAUNA, OR STEAM ROOM. 4. GLAZING ADJACENT TO THE BOTTOM OF A STAIR LANDING: GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS THAN 36" ABOVE THE LANDING AND WITHIN 60" HORIZONTALLY OF THE BOTTOM TREAD SHALL BE CONSIDERED A HAZARDOUS LOCATION. R309.1 FLOOR SURFACE: GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL. THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. R302.9 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR WALL AND CEILING FINISHES FLAME SPREAD AND SMOKE DEVELOPED INDEXES FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4. R302.10 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR INSULATION FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTIONS R302.10.1 THROUGH R302.10.5. GENERAL CONSTRUCTION NOTES: TREADS AND RISERS: THE MAXIMUM RISER HEIGHT SHALL BE 7.75" AND THE MINIMUM TREAD DEPTH SHALL BE 10". THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF THE ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREADS LEADING EDGE. THE MINIMUM WINDER TREAD DEPTH AT THE WALK LINE SHALL BE 10", AND THE MINIMUM WINDER TREAD DEPTH SHALL BE 6". NOSING SHALL NOT BE LESS THAN 3/4" BUT NOT MORE THAN 1 1/4". A NOSING SHALL NOT BE REQUIRED WHERE THE TREAD DEPTH IS I V. 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 0.0V. 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'/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 I V2" CAN BE REDUCED BY 1/8". 3.2. THEY HAVE EDGES WITH A RADIUS OF NOT LESS THAN .0V. 3.3. THEY OBSTRUCT NOT IN EXCESS OF 20 PERCENT OF THE HANDRAIL LENGTH. HANDRAIL CLEARANCE: CLEAR SPACE BETWEEN A HANDRAIL AND A WALL OR OTHER SURFACE SHALL BE A MINIMUM OF 1.5". A HANDRAIL AND A WALL OR OTHER SURFACE ADJACENT TO THE HANDRAIL SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. GUARDS: SHALL BE LOCATED ALONG OPEN -SIDED WALKING SURFACES, PLATFORMS, STAIRWAYS, RAMPS AND LANDINGS THAT ARE LOCATED MORE THAN 30" MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36" HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD. OPENING LIMITATIONS: REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT WHICH ALLOW THE PASSAGE OF A 4" SPHERE. SCREEN PORCHES: PORCHES AND DECKS WHICH ARE ENCLOSED WITH INSECT SCREENING SHALL BE PROVIDED WITH GUARDS WHERE THE WALKING SURFACE IS LOCATED MORE THAN 30" ABOVE THE FLOOR OR GRADE BELOW. FIRE PROTECTION: FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL VERTICAL AND HORIZONTAL CONCEALED DRAFT OPENINGS. ASPHALT SHINGLES (IF APPLICABLE) : 1. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.2.6 AND R905.2.6.1. R506.2.3 VAPOR RETARDER: A 6-MIL POLYETHYLENE OR APPROVED VAPOR RETARDER WITH JOINTS LAPPED NOT LESS THAN 6 INCHES (152 MM) SHALL BE PLACED BETWEEN THE CONCRETE FLOOR SLAB AND THE BASE COURSE OR THE PREPARED SUBGRADE WHERE NO BASE COURSE EXISTS. EXCEPTIONS 1. GARAGES, UTILITY BUILDINGS AND OTHER UNHEATED ACCESSORY STRUCTURES. 2. FOR UNHEATED STORAGE ROOMS HAVING AN AREA OF LESS THAN 70 SQUARE FEET (6.5 M) AND CARPORTS. 3. DRIVEWAYS, WALKS, PATIOS AND OTHER FLATWORK NOT LIKELY TO BE ENCLOSED AND HEATED AT A LATER DATE. 4. WHERE APPROVED BY THE BUILDING OFFICIAL, BASED ON LOCAL SITE CONDITIONS. DRAFTSTOPPING: IN COMBUSTABLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSOPPING SHALL DIVIDE THE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR/CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: 1. CEILING IS SUSPENDED. 2. FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYP OPEN -WEB PERFORATED MEMBERS. 1. MATERIALS: DRAFTSTOPPING MATERIALS SHALL NOT BE LESS THAN 1/2" GYPSUM BOARD, 3/8" WOOD STRUCTURAL PANELS OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. DRAFTSTOPPING SHALL BE INSTALLED PARALLELL TO THE FLOOR FRAMING MEMBERS UNLESS OTHERWISE APPROVED BY THE BUILDING OFFICIAL. SEPARATION FROM GARAGE: PER SECTION R302.5, R302.6, OPENING PROTECTION 1. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID OR HONYCOMB CORE STEEL AND NOT LESS THAN 1 3/8", 20 MINUTE RATED, WITH SELF CLOSER. 2. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" TYPE "X" GYPSUM BOARD OR EQUIVALENT. CEILING CONSTRUCTION: 1. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 INCH (12.7 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 INCH (12.7 mm) GYPSUM BOARD OR EQUIVALENT. EXTERIOR FINISHES: 1. CEMENT PLASTER FINISH OVER MASONRY SHALL BE 5/8" THICK TEXTURED PER COMMUNITY STANDARDS. 2. CEMENT PLASTER FINISH OVER WOOD SUBSTRATE SHALL BE 7/8" THICK (3) COAT STUCCO OVER (2) LAYERS OF WATER RESISTANT BARRIERS IN ACCORDANCE WITH FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL, R703 AND ASTM C926. TEXTURE PER COMMUNITY FLASHING: 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 3. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: • THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTUREREIS INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURERS INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. • IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. • IN ACCORDANCE WITH FMAIAAMA 100, FMA/AAMA 200. FMA/WDMA 250, OR FMAIAAMA/WDMA 300 WINDOW INSTALLATION: 1. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. FLOOD ZONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. CHIMNEY HEIGHT REQUIREMENTS: 1. WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED THE CHIMNEY MUST EXTEND Y-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE T-0" HIGHER THAN THE ROOF OR RIDGE THAT IS 10'-0" AWAY OR CLOSER. TUB AND SHOWER AREAS: 1. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, C1325, OR C1178 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. MECHANICAL AND HVAC: 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (762 mm) DEEP AND 30 INCHES (762 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. #26 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (76 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. EXHAUST FANS AND VENTING: 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3. DUCT LENGTH: THE MAXIMUM LENGTH OF A CLOTHES: DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET. THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (762 mm) FOR EACH 45 DEGREE (0.79 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE LOWER 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) NOV 10 2020 0��c� G. No 77:;.. . '0 a .F STATE O' , It W } 2 IY Lu �00� } W ca0 F- W U) w W �F->g p cc cc zzZ�W <cnaZ Wa=12a U p O 0 = Z LL (n F-Q Z p cz cz n z 0 � Q H 0 0 u 0 w MMa) `q 0 0 i 0 Z w cn w 0 x Z m< O E U G N Z 04 N G Z aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED; 10/9/20 SHEET CS2 O z w U) 0 z 0 z a w w 40'-0" ol 6'-411 26'-0" 7141 *3050 SH 3 SIDED ACRYLIC 36"x60" ACRYLIC r SHOWER HEAD *(2)3050 SH (36"X60" EGRESS) _ SURROUND SHWR PAN 7 1 & CONTROLS - (36"X60" EGRESS) SECOND FLOOR PLAN SCALE: 1/4"=1'-0" I I I I PATIO 10'x10' 40'-0" 6'-0" 8'-0" 1 14'-0" 12'-011 - 25 SH 6068 SGD TEMP 111-811ol 0 I I = r I I 6'-111 r M 1 31.5211 M -----+� DINING AREA 1 = I IIJ 8'-8"CLG r (p 1 IIJ - _ r I 1 oll� 0113 c 1 I � 110 I I II I I I I RK 181-1"-- t_ 1 i1211, W-81" LREF. 81-611 KITCHEN - rN r 8'-8" CLG WATER -INE N PTRY zo F=04 OP 6�-----�I I I REF I I S CV v O ti 0 -----I -- ---- WH -1 3'-1 111" WALL BOARD BOLLARD PER ON GARAGE SIDE COMMUNITY 2868 SC W/ PROVIDE SPECS. SELF INSULATION AS CLOSER REQ'D 2" CONCRETE CURB %Nl 201-211 2 CAR GARAGE 8'-8" CL �c----------------------------------------� 5/8" TYPE "X" CEILING BOARD j ABV. r 1 rl r% T r 1 t-% e% rl 1" 1 I A k I SCALE: 1 /4"=1'-0" (2)25 SH GREAT ROOM 1 8'-8" CLG Lo 2X4 STUD WALL & SOFFIT BELOW STAIR W/j" GYP. BD. 4'-411 M��Jjjjflmmmmsal UP FLOOR EVE IIN u , 6'-32" Z' FOYER E�B'TZRCG Lo ARCHEC 2'-8" 3'-1lit 4'-8" 40'-011 I)12 SH 31_111 �o L ------ WC ' X ST BATH o x co �Lo 3 -7211 Q �81_711 XFER SHOWER GRILL HEAD & CONTROI EXTRA SUITE BEDROOM CV r *25 SH 37"x63" EGF 8'-8" 14'-011 LEGEND SYMBOLS e BUILDING/WALL SECTION SHf 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 STAIR DIAGRAM N J STAIR CALCS. FLOOR TO FLOOR HEIGHT 10'-2 3/4" CONVERTED TO INCHES 122 3/4" TOTAL NUMBER OF RISERS 16 TYP. RISER HEIGHT 7 11/16" TREAD DEPTH loot NOSING I TYPICAL DOOR PLACEMENT DIAGRAMS ODOORS LOCATED WITHIN A LENGTH OF WALL ARE TO BE CENTERED UNLESS DIMENSIONED OR NOTED OTHERWISE. DOORS LOCATED ADJACENT TO WALL B INTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL SOLID SURFACE BRACKET SPACED 16" O.C. FOR COUNTERTOP OVERHANGS GREATER THAN 10" TOP PLATE F, 2„ MAX 2x4 STUD WALL SEE PLANS FOR WALL LAYOUT =_ 1/2" GYP. tBASE CABINET AS BD. PER SHOP DWGj Fv WD.BASE MOLDING FINISH FLOOR FINISH -1 nnvl �SUBFLOOR NI;,1 2020 No 77b -vn STATE � J 1— W Wz0� w�ZO >ir<0 WZ)0I— W co U W Qcr W F- JU)W"' :D lr cr_ X off Z Z � W ga2Z W CL cr _ U) r� OW Q H Q Z cz I CZ 0 Q 0 0 � Q U Z O o U) a) z m w o a O Z a O w 0 j POEM (L Vl U mc�M..I w O x z 'Q Z O R U) W 04 W I G Z aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 10/9/20 SHEET Al.l 4" W STUC BAND WINDOWSILL DETAIL SCALE: 3/4"=1'-0" (22"X3411) 4" WIDE STUCCO BAND (+1) GARAGE HEAD TRIM DETAIL SCALE: 3/4"=1'-0" 22"X341) SCALE: 3/8"=1'-0" 11 "X17' ) Z: co T T FOAM LOUVER DETAIL SCALE:3/4"=1'-0" 22"X34"� SCALE: 3/8"=1'-0" ((11 "X17' ) FIN. FLR_ REAR ELEVATION SCALE: 1 /4"=1'-0" FRONT ELEVATION SCALE: 1 /4"=1'-0" 12 5 V/ 12 5 ROOF SHINGLES PER COMMUNITY SPECS (TYP.) PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE ':):.' `•:,,K;ri'y,Y% FINISH ',r.nt:...-a. ,..F^•<t.:::,�'-:: 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) - BLDG. HEIGHT 5:12 12 5 18"XDECORATIVE FOAM 5 1 LOUVERED LOUVERED DETAIL ROOF SHINGLES PER COMMUNITY SPECS (TYP-) 6" FASCIA (TYP.) T.O. WALL -____T_O_WINDOW 1'-0" - 4" WIDE STUCCO BAND (+1) O - cm ' 00 — l - 4" WIDE STUCCO BAND (+1) N SECOND FLOOR T.O. MASONRY -- - -- co T.O. WINDOW r- - 4" WIDE STUCCO BAND (+1) i MM00 W AV 1 FIN.I NOV 10 2020 No 77€;24 -tea oT '; STATE 0'- !Y W LLI �00 � W�ao fnVLuW W_ Q CL Lu cr cc cc Y O I- Z �LL00U) Lu Z qZ Z ~ Z_ L J Q J n W-2cra U WO _0 H Q Z cz,Q� "--..q cz Olr n 0 C9,Q Q o z O O MEMO U O > w O w O w w M ca 1-0 w o o M z O E U W N O�d ♦ rn Z 0 -0 a a a a a COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 10/9/20 SHEET A22. I z y _ z 3. x z 5 :n III III,Fi ' 11 1IRi.. i f) RIGHT ELEVATION SCALE: 1/4"=1'-0" LEFT ELEVATION SCALE: 1 /4"=1'-0" I PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH ,.. z...:�. .:. •. SAND TRIM COLOR TFINISH 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 CEWNT 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) N0 V 10 2020 ,a1111�7Ba�. �, P• � rI'll No _ vX STATE C ` r- 00 im W } 2 � Lu O} �00 W�- ccao �0E- U) 3: W Q=WF- J W W � Ir °tSZZ0W Iru J Q J W a. _ cr D_ lu) 0 0 _0 h CZ n - 0 �Q Q O O O U U) O Z m O O IQ o w .j J w w a w a a w O x z 0 R U W G z Z 04 In w o Zaaaaa COMMUNITY; LINKS A CALU A SPRINGS PLAN # 6103 RELEASED: 10/9/20 SHEET A2.2 0 T ROOF PLAN SCALE: 1 /4"=1'-0" O T 1 '-011 UPPER ROOF ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 1611 SQ. FT. 773 SQ. IN. UPPER VENT 40% NET VENT MIN. 309 SQ. IN. UPPER VENT 50% NET VENT MAX. 387 SQ. IN. UPPER VENTS REQUIRED 48" TAMCO OFF -RIDGE VENT (138 SI NET FREE) 3 VENTS NET FREE AREA UPPER ROOF VENTING 414 SQ. IN. NET FREE AREA SOFFIT VENTING 414 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SQ. IN. / LF.1 63 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 G. No 77w STATE O' 'Ile e ®;C . 1 " 7..C.. LLI } 2 � �0>- } � >¢O W C) �UwW ( ¢�LuQ JNLLIW � Cc Y O H z �LLOO(15 zzzpz =g=�a _j(n000 :D — z LL (n ¢z� �F--cz a F- O � Q Q 0 0 U O Z 0 a 0 --j O w O w aON-" a� cn m< w O x z O G ozW � �o Z aQaaQ COMMUNITY; LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 10/9/20 SHEET A3. I z Q 0 z a w U) w 2 F_ z_ F_ 0 o= w a O 0: a w 0 0 z a 191 SKIRTBOAF PER SPEC. KNEEWALL DETAIL SCALE: 1 "= V-0" , STAIR SECTION SCALE: 1 /2"=1'-0" (22"X34") SCALE: 1/4"=1'-0" (11"X17") AT FOOT OF STAIR NOV 1 0 2020 x w lY wz0= O H 5;cr<o w=)o1-- w w w �°C >g 25crcrIr Zz°W �gcn¢? wa=�CL �cn0OU nyzLL n �F—QZD n r O �¢ Q O O U O � o I-r w o A w a w aL cn "Ict (J) z O R U G z Z Od �o IXZ A<< COMMUNITY. LINKS AT CALU A SPRINGS PLAN # 6103 RELEASED: 10/9/20 SHEET i A4. I EXTERIOR WALL BATT. INSULATION SEE ENERGY CALCS 1 A-5.1 12 12 5 I 5 PRE-ENG. ROOF TRUSSES (SEE FRAMING SHEET FOR DETAILS) INSULATION PER ENERGY CALCS. BEDROOM 4 EXTERIOR WALL BATT. INSULATION SEE ENERGY CALCS BOTTOM OF LINTEL @ 7'-4" A.F.F. , HALL ' HALL BATH INSULATION PER FLOOR FRAFAING ENERGY CALC. TYP. SEE STRUf URAL D KITCHEN 2 CAR GARAGE F---1 BR 3 WIC MECFF, HALL FLOOR FRAMING SEE STRUCTURAL DRAWINGS `. SCALE: 1 /4"=1'-0" GREAT ROOM e CL ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) 2X8 WALL 42" LOW WALL _ T.O. WALL T.O. WINDOW CV — SECOND FLOOR T.O. MASONRY T.O. WINDOW N. FIRST FLOOR GRADE — T.O. WALL T.O. WINDOW SECOND FLOOR T.O. MASONRY�� T.O. WINDOWAY. I.q. NOV 10 2020 e cl,. r :ATE 1. Ir W } _ cc �00� WOWC¢O (qVcc �W Q W J U) W W 5 tY cr- Ir °SZZ W - �ga<Z W a- a:Ir d _3cn0OU Z)=Z1L(n � P < � R n r 0 .9 Q Q O O O U) U z O ...� Q mONO U o w U) o � z w "MEMO ,.., A MCC w � O z z >! G Og wZaaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 10i9/20 SHEET AS. I 12 SEE ROOF PLAN INSULATION PER COMMUNITY SPEC. SEE SEE ENERGY CALCS. ELEV. 1/2" (MIN.) CLG. BD. WINDOW PER PLAN PROVIDE BATT INSUL. PER ENERGY CALCS. PRE-ENGINEERED ---- FLOOR TRUSSES w/ 3/4" SUBFLOOR SCREWED AND GLUED - REFER TO STRUCTURAL DRAWINGS FOR SIZE AND ORIENTATION 1/2" (MIN.) CLG. BD. DRAFTSTOPPING AS PER R302.12 WHEN CONCEALED SPACE EXCEEDS 1,000SF 1 x6 PT DRAPE BLKG ABOVE WINDOWS WINDOW PER PLAN GYP. BD. WINDOW SILL 1/2" GYP. BD. OVER RADIANT BARRIER INSULATION (R-4.1) ATTACHED TO ix2 PT. FURRING @ 24" O.C. BASE BOARD ROOF SHINGLES OVER 15# ROOFING FELT PRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. -HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. TOP OF WALL (REFER TO ELEV.) -2x6 ALUM WRAPPED FASCIA BD, WALUM DRIP EDGE. SOFFIT PER SPECS -HEADER PER STRUCTURAL? -EXTERIOR FRAMED WALL THICKNESS PER PLAN 7/8 STUCCO OVER LATH W/ 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) WALL SHEATHING PER STRUCTURAL PLANS TOP OF FLOOR (REFER TO ELEV.) MID -WALL WEEP SCREED/EXPANSION JOINT TOP OF CMU (REFER TO ELEV.) OIL TOP OF WINDOW (REFER TO ELEV.) SEE STRUCTURAL DRAWINGS PRECAST WIN. SILL ,8" CMU BLOCK w/ CEMENTITIOUS FINISH SLOPE GRADE AWAY FROM HOUSE 0'-0" FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. 2-STORY WALL SECTION — SCALE: 1/2" = 1'-O" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS PROVIDE 2X4— FRAMED ENCLOSURE FOR ELECTRICAL PANEL, FINISH W/ 2" 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 GYPSUM GYPSUM BOARD BOARD z g 3 1/2" 2" GYPSI cc w GARAGE a BOARD NICHE F( ELECTRIi PANEL & WIRING cl ELECTRICAL PANEL ELECTRII PANEL N co EXTERIO 00 CMU BLC WALL `v CONCRETE a CONCRE' CURB REFER CURB RE TO PLANS TO PLAN; NATIONAL CODES. VERIFY PANEL CONCRET DIMENSIONS PRIOR TO wol #4 SLAB ON CONSTRUCTION. GRADE GRADE AT GARAGE 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 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) SEE 2x6 ALUM WRAPPED FASCIA 1/2" EXTERIOR SOFFIT SEE 2x6 ALUM WRAPPED FASCIA ELEV. BD. w/ALUM DRIP EDGE. BD. W/ KNOCKDOWN ELEV. BD. WALUM DRIP EDGE. 1/2" (MIN.) .......SOFFIT PER SPECS PLASTER FINISH SOFFIT PER SPECS CLG. BD. \",SEE (t TYPE'X' GYP. BD. SEE STRUCTURAL STRUCTURAL TO BE PROVIDED PLAN PLANS WHEN LIVING SPACE IS ABOVE GARAGE) 8" CMU BLOCK W/ CEMENTITIOUS FINISH (BEYOND) EXPANSION JOINT GARAGE SLAB, DRIVEWAY PER COMMUNITY SEE STRUCTURAL 4" SPECS PLANS A 0'-0" SLOPE SLOPE FIN. FL. s • FOUNDATION PER STRUCTURAL DRAWINGS WALL SECTION Qr GARAGE DOOR SCALE: 1/2" = 1'-O" ATTIC OR SECOND I FLOOR LIVING SPACE REFER TO PLANS FLOOR ELECTRICAL PANEL NICHE AT CMU BLOCK WALL SCALE: 1/2" = V-O" 8" CMU BLOCK W/ CEMENTITIOUS FINISH SLOPE GRADE AWAY FROM HOUSE SLOPE / 'F FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. CMU COLUMN @ LANAI/PORCH SCALE: 1/2" = 1'-O" NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION NOV 10 2020 I•.eee PiQ' . . No 77t­l . E cBo� loc W �_� � 0 >- >oWC¢O WIt Lu �o� (1) w W_ a � g 5IrccIr zzz�w CC w< W=ita m(n0OU �=Zu-U) �F-< cz Z I— w O z z 0 U Q E: 13. D 0 H 3 m w O z z O a O 0 i m O z U z a OZ w w U I� 0 M O (n m a w zw m 0 O O ~ z I..y w m x U a U z w �w Z cr a in 0 IL � cn m z 'Q 5 w w w w o x C7 zz o U) m z g w m w H Z 0 z E p U U m W G oC w a Cc a m w to 0 Z 0 0 U G w.Z� aaaaa g a 0 U H m w ct w m w COMMUNITY; W LINKS AT CALUSA m SPRINGS X PLAN # 6103 w RELEASED: 10/9/20 w SHEET 0 z a A5•2 z z 0 2 Y ff�� 2X FRAMING FLOOR BARRICADE PLUS WRB SHEATHING PER (OR APPROVED EQUAL) SPEC. RIM BOARD REFER TO STRUCT DWGS. �- \ 60 MIN. GRADE D i PAPER BACKED LATH WALL -Y J SHEATHING i I - 7/8" 3-COAT STUCCO I SHEATHING FLUSH WITH •a•,"a = BLOCK WALL j MID -WALL WEEP CREED/EXPANSION I JOINT I 6" SELF ADHERED FLASHIN 5/8" I CEMENTITIOU COATING BUILDING FELTON TOP OFCONC. Az BLOCKUNDER FLOORNTAIN 1/8" GAP MEMBERS BETWEEN SHEATHING ' TYPICAL AT ALL WOOD CONCRETE AND TOP OF BLOCK TO MASONRY BLOCK WALL TRANSITIONS EXPANSION JOINT (EJ) AT FRAME & MASONRY SCALE: 1 /2" = 1'-0" ----__ 8" THICK, 3 COAT PREFORMED CONTROL CEMENT PLASTER JOINT , ,\ 60 MIN. GRADE D FLANGE OF CONTROL �� PAPER BACKED LATH JOINTS TO BE WIRED TIED TO LATH @ 9" O.C. MAX. (VERT.) NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ -2" LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT _ uv A •: "Re"I .� DURING INSTALLATION \�Itf TO 1/2" GAP MIN,.-'� FASTENERS TO BE SPACED @ 7"_j/ i O.C. MAX. VERTICALLY LATH SHALL NOT BE BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE PER ASTM C1063 7.10.1.4 TYPICAL STUDS TYPE "M" CONTROL JOINT (CJ T_ APPROVED METAL LATH FASTENED @ 7" (VERT.) O.C. MAX. AT SUPPORTS BARRICADE PLUS WRB (OR APPROVED EQUAL) WOOD SHEATHING PROVIDE 2X4 BLOCKING FLAT MAX. 6" TO 8" FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL STUD "L" FLASHING SCALE: N.T.S. gg� � N W WOOD SHEATHING 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) s" 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 ROOFCEMENT SHINGLE ROOFING 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 ROOFMALL SCREED 5X5 WALL FLASHING KICK -OUT FLASHING (SEE DTL. BELOW) FELT UNDERLAYMENT SHINGLE ROOFING — FASCIA WRAP DRIP EDGE: OVERLAP 3", EXTEND BELOW SHEATHING, MECH. FASTEN 4" O.C. MAX. KICKOUT DETAIL SCALE: N.T.S. NOV 10 2020 %ll9pi. %%%�°� m No 77624 e o-D® ; TATE OF BARRICADE PLUS WRB (OR APPROVED EQUAL) WOOD SHEATHING WOOD CONSTRUCTION 60 MIN. GRADE D PAPER BACKED LATH METAL LATH 8" MID -WALL WEEP SCREED 6" SELF-ADHESIVE FLASHING 7" THICK, 3 COAT CEMENT PLASTER HORIZONTAL WEEP SCREED_ SCALE: N.T.S. STEP 1 FOLC FOLD INWARD @ PT. A STEP 3 0 u FOLD @ @ @ `— FOLD @ 770 FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C STEP 2 0 FOLD INWARD @ PT. A CREASE @ PT. B [%TrP1 A 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 � } 2UJ 3:0 0 I=— } WOW[¢O p W?y Q ? W W W J cncc p Ir It 0 z z z W Wa-m mc)000 p2zU-U) �cn cz occ n o 0 0 0 U o � Z M� `'l p t) 0 o l�l 0 al 1-o � w w w wrL cn low w 0 X z z I t G I I I z� 0 I I U w z aaaaa I I I I I I I i I COMMUNITY: LINKS AT CALUSA SPRINGS ! PLAN # 6103 RELEASED: 10/9/20 SHEET i GYP~ I i z Lu Vn z D L) z a 3 _fan V e rvl'�4 3 +� ] WRB INSTALLATION SCALE: N.T.S. — 4k #.F 1��WAFW W& IMILAVWm LQam MINIM E. SEAL EDGE OF P.T. WOOL BUCK TO MASONRY NOV 10 2020 91P90a.. No 4 �_'1TE 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 2) SET P.T. WOOD BUCK OVER CMU WATERPROOFING IN URETHANE SEALANT. FASTEN PER PRODUCT APPROVALS. 3) APPLY LIQUID WATERPROOFING MEMBRANE OVER THE TOP AND EXTERIOR FACE OF BUCK AND SILL 4) INSTALL WINDOW OR DOOR. FASTEN PER PRODUCT APPROVALS AND SEAL WINDOW OR DOOR FRAME TO P.T. WOOD BUCK AND MASONRY CMU OPENING WATERPROOFING SCALE: N.T.S. WOOD OPENING WATERPROOFING SCALE: N.T.S. Ir 0 J P- w wz0-r w�z0 >(r¢0 w Z) 0 U)Uwo QZcrcrwF- J�wg Er0� Y 0 I— z w00U) zzzF- i Q LLJ z J � wC=cca- J = z O U) P Q Z CJ N Q O O Q 0 0 0 � Z � Mm + LL p to O O J (Lf-o a W A U) oc� w TO I: z z 0 ar U w 0 U) z 0 U o WIZ aaaaa COMMUNITY; LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 10/9120 SHEET WPm2 ADD BLOCKING m n------� C'3 LAUNDRY ' I�N I EL ol I N I, DISCONNECT' I BR3 j WIC 0 ADD BLOCKING � BEDROOM 3 ---------------- ,SD HALL BATH I ° _ OS 3-BULB WIC I � I I d�YiF T-F►X:-----T-- L HALL ADD BLOCKING BEDROOM 4 SECOND FLOOR ELECTRICAL PLAN SCALE: 1 /4"=1'-0" mmmm_� 4a I -I ; LOFT ADD BLOCKING �I 20 AMP DED OUTLET FOF HOOD/ OPT. WA HOOC RANGE FIEL VERIF METE FIRST FLOOR ELECTRICAL PLAN SCALE: 1 /4"=1'-0" 2" PVC CONDUIT 2-2/0 COPPER OR COPPER 0 OR 2-4/0 ALUMINUM 200 AMP 42 METER 1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT #4 COPPER OR ALUM. BREAKER PVC 1 /2" PVC CONCRETE ENCASED GROUNDED ELECTRODE ELECTRICAL RISER DIAGRAM NOT TO SCALE ELECTRICAL KEY 0 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 oy VAPOR PROOF LIGHT FIXTURE +m LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE C) EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ® CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) ® COMBINATION SMOKE / CO2 DETECTOR ® SMOKE DETECTOR F4 TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) D1 ELECTRIC METER s ELECTRIC PANEL DISCONNECT SWITCH Q JUNCTION BOX STANDARD ELECTRICAL LINE NOTES: 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AND ARC FAULT CIRCUIT INTERRUPTERS (AFCI) PER 2014 NEC 210.12 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR: SWITCHES ........... 42" OUTLETS.............14" ABOVE COUNTER OUTLETS ...... 46" TELEPHONE ......... 14" TELEVISION .......... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4.OUTLET AND LIGHTING RECEPTACLES FOR ALL DWELLING ROOMS, WITH THE EXCEPTION OF KITCHENS, BATHROOMS, AND GARAGES, SHALL REQUIRE AFCI PROTECTION. S. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N.F.P.A. 70A, FLORIDA RESIDENTIAL CODE 2017, NFPA 2014 AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 6. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. 7. CIRCUIT NUMBERS ARE FOR REFERENCE ONLY. 8. LUMINIAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF 2014 NEC 410.16(A) & (B) 9. RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED 10. A MIN OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS 11. GFCI DEVICES SHALL BE READILY ACCESSIBLE 12. REFER TO ENERGY CALCULATIONS FOR ADDITIONAL INFORMATION. 13. PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN COMPLIANCE WITH NEC 110,26. 14. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. 15. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE PER FBC E3901.9. p W r II= LUz0m O� � wLu ccQO p Vww cA QpLu JU)Lu— jr cr. I= ojfZZOW J : a ZI LJJ�_IrCL �cn❑00 ❑ = Z Il (A �1-Qzp cz rIT n Q o H O �a Q 0 z u O a Z m o c� U u r■.n c a O A Z U w<w w O UJ o O j z LLO 191 O OG cn W 0 N O� �o itz aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 10/9/20 SHEET El,l n i T T 9 SLAB PENETRATION PLAN SCALE: 1 /4"=1'-0" Er w } _ Cc: �OOF— } >owC¢O wol— Q � w w � �Wg D crir z Z Z ° W ga�Z w a 2 CC U) 0 Ow 0 M F- CZ c o a O O O � z C3 O ONMI � w O z ,-? wa w LLL w oL N< w O 3: 0 L 0 o� mg �z aaaaa I I I I COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 10/9/20 SHEET P1.1 Z W Q cn z Q 0 z a W W MASONRY LINTEL ASSEMBLIES 5EE 56HEDULE AND 5PEGIFIGATION5 FOR ADVL INFO 6RWT 6ROVr BOTTOM REINR PRECAST LINTEL W/ PRECAST LINTEL W/ B•'EEDDHJ REW. � � BMBEDDED REINF. MEL MB-2 m� TOP REINF. OR CONT. GONE. BOND BEAM BOND BEAM REIT REINF. A5 REQ'D 6RcuT 6PMT BOTTOM REW BOTTOM REINF. F�PFe,A6T LINTEL W PRECAST LINTEL w/ Er�DED REINF. etBmDED RERF. � t-�� N MB-3 MB-4 MASONRY LINTEL DETAILS REINFORGEMENT MARK DESIGNATION TOP BOTTOM SHEAR REINFORCEMENT 43-1 8F8-05/0T ---- ---- MB-2 8F8-IB/0T --- (1) #5 M13-3 81`I6-113AT (1) #5 (1) #5 M3-4 8RFI4-I5 ---- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTTS GONGRETE. NOTE5: I. ALL LINTEL5 w/ 5PAN5 GREATER THAN 14'-O" 5HALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINTEL5 5HALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORGEMENT 5HALL BE GRADE 60, fy=60 ksi 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 7. ALL LINTELS ARE TO BE LOGATED DIREGTLY ABOVE THE OPENING BELOW SHEET LIST INDEX SHEET DE5GRIPTION SHEET TITLE 5-0.0 5TRUGTURAL NOTE5 F-1.0 5LAB PLAN F-2.0 BLOCK PLAN 5-1.2 2ND FLOOR FRAMIN6 PLAN 5-1.3 ROOF FRAMING PLAN 50-1 FOUNDATION DETAIL5 50-2 5TRUGTURAL DETAIL5 50-3 5TRUGTURAL DETAIL5 P655-I 15TRUGTURAL DETAIL5 GENERAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BASED ON 6th EDITION (2011) FLORIDA BUILDING CODE. • FOOTIN6 DESIGN - THE5E FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARIN6 CAPACITY OF 1,500 P5F. • ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT W/ CONCRETE OR MA50NRY FOUNDATION SHALL BE PRE5ERVATIVE TREATED SOUTHERN PINE #2. • FA5TEN PARTITION WALL5 TO 5LA13 WITH)/4" DIA. x 23/4" LON6 TAPGON5 0 32" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, IT MAX. FROM PLATE-END5. • BUILDER TO VERIFY CORRO5ION-RE515TANCE COMPATIBILITY OF HARDWARE $ FA5TENER5 IN CONTACT W PRE5ERVATIVE-TREATED WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • CONCRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAY5, U.N.O.: f'c.= 2,500 p51:....... FOOTIN65 2,500 psi:....... 5LAB5 ON GRADE (INTERIOR 4 EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXPOSED TO THE WEATHER 5HALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 5HALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTIN65 AND 5LAB5 ON GRADE 5HALL BEAR ON VIRGIN 501L OR q5% GOMPAGTED FILL. • MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT 5HALL BE 48 BAR DIA. • HOOK5 5HALL BE PROVIDED AT 015GONTIN0005 END OF REINF. • GROUT 5HALL BE A5TM G416 F'c=3000 P51 W MAX 9/6" A66RE6ATE • CONCRETE MASONRY UNITS 5HALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE 5TREN6TH OF Ig00 P51 (F'M = 1500 P51). ALL MORTAR 5HALL BE A5TM G210, TYPE 5. GMU DE516N BA5ED ON AGI 550/530.1 • El REINFORGED GMU GORES (A5 INDICATED ON PLAN) 5HALL BE REINFORCED W/ (1) #5 BAR VERTICAL. BAR 5HALL EXTEND INTO BOND BEAM AT TOP WALL AND 5HALL AL16N WITH FOOTIN6 DOWEL BELOW. PROVIDE MIN 50" LAP 5PLIGE WITH FOOTIN6 DOWEL. • 6ROUT 50LID ALL REINFORCED GMU GELL5 AND BOND BEAM5 • ALL BOND BEAM5 ARE TO BE 8" GONT. FULL LENGTH OF WALL W/ (1) #5 BAR GONT. (TYP. ® EXT. PERIMETER) • PROVIDE (1) #5 BAR GROUTED SOLID ON EACH 51DE OF ALL MA50NRY OPENIN65 AND AT ALL WALL GORNER5. • VERTICAL REINFORCEMENT 5HALL BE HELD IN PLACE AT THE TOP AND BOTTOM, 5HALL BE LOCATED IN THE CENTER OF THE MA50NRY CELL, AND 5HALL BE LOCATED AT A MAXIMUM OF 6-0" O.G. IN EXTERIOR WALL5. (A5 5HOWN ON PLANS) • ROUGH OPENINC75 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINT5 AT ALL IN510E GORNER5 OF 5LA13 ED6E5, AND OTHER LOGATION5 WHERE 5LAB GRAGK5 ARE LIKELY TO DEVELOP. EXACT LOGATION5 PER BUILDER. • 5AW GUT OR TOOLED JOINT DEPTH 5HALL BE V4 OF THE DEPTH OF THE 5LAB (I" FOR A 4" 5LAB) • JOINT5 5HALL BE LOCATED o 12'-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN 5HALL BE A5 CLOSE TO 5QUARE5 A5 P0551BLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SPEC I r I GATI ONS (TYP. U.N.O.) DE5GRIPTION OF BL06. ELEMENT 3"xO.131" NAIL5 3"4.120" NAIL5 J015T TO 50LE PLATE (3) TOENAIL5 (3) TOENAIL5* 50LE PLATE TO JOI5T/BLK'G. (5) NAIL5 o 4" o.c. (3) NAIL5 a 4" o.c. STUD TO 50LE PLATE 2 TOENAIL5 (3) TOENAIL5* TOP OR 50LE PLATE TO STUD 2 NAIL5 3 NAIL5 RIM TO TOP PLATE TOENAILS 0 8" o.c. TOENAIL5 o 6" o.c.* BLK'6. BTWN. J015T5 TO TOP PL. (3) TOENAIL5 (3) TOENAIL5* DOUBLE 5TUD NAIL5 o 24" o.c. NAIL5 o 16" o.c. DOUBLE TOP PLATE NAIL5 o 24" o.c. NAIL5 a 16" o.c. DOUBLE TOP PLATE LAP 5PLIGE q NAIL5 IN LAPPED AREA II NAIL5 IN LAPPED AREA TOP PLATE LAP a GORNER5 8 INTER5EGTIN6 WALLS (2) NAIL5 (2) NAIL5 * 2y2"4.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"0.120", 5AME 5PAGIN6 OR NUMBER OF NAIL5. (ONLY ACCEPTABLE WHERE * ARE 5HOWN) THIS MODEL HAS BcEN DE516NED IN AGGORDANGE WITH THE 6th EDITION (2011) FLORIDA BU I LD I N6 GODE (5EGTION 160Q) LATERAL DE516N REQUIREMENT5 FOR THE FOLLOWIN6 WIND SPEED � EXPOSURE ONLY: 140 MPH - EXP. B WIND I MPORTANGE FACTOR = 1.0 INTERNAL PRE55URE GOEFF I G I ENT = ENGL05ED, +/- 0.18 ANY WIND 5PEED/EXP05URE NOT L15TED HERE REQUIRES FORMAL EVALUATION APPROVAL FROM MULHERN 4 KULP 5TRUGTURAL EN6INEERIN6. EXTERIOR 4 SHEAR AALL SHEATHING SPEC I r-I GATI ONS INDIGATE5 LOCATION AND EXTENT OF 5HEARWALL WH I GH REGU I RE5 5HEATHIN6 AND/ OR FASTENING SPEGIFIGATION5 BEYOND THAT OF STANDARD GON5TRUGTION SYMBOL SHEAR PANEL 5PEG. 15/32" PLYWOOD OR 05B FA5TENED W/ PI 2Y2"x0.131" NAIL5 @ 6" o.c.. ALONG PANEL ED6E5 AND 12" o.c. IN THE PANEL FIELD. 15/52" PLYWOOD OR 05B FASTENED W/ P3 21/2"x0.131" NAIL5 @ 3" o.G. ALON6 PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENT5: SHEATHE ALL EXTERIOR WOOD FRAMED WALL5 w/ 15/32" PLYWOOD OR 055 FA5TENED W/ 2 "xO.131" NAIL5 ® 6" O.G. AT ALL PANEL EDOE5 AND ® 12" O.G. AT CENTER. N.N.O. ON PLANS) I. ALL PANEL E06E5 5HALL OCCUR OVER FRAMING OR 2X BLOGKIN6 5HALL BE PROVIDED TO SUPPORT PANEL EDGE AND FA5TENIN6 2. ALL 5TRUGTURAL PANELS ARE TO BE DIRECTLY APPLIED TO 5TUD FRAMING ® I6"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALL5 5HALL HAVE DOUBLE TOP PLATE5 FASTENED T06ETHER W/ %"xO.131" NAIL5 ® I6"o.c. U5E (8) 3V2"xO.131" NAIL5 ® EA. LAP 5PLIGE. (TYP. U.N.0) 4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALL5 ARE GONTINUOU5 SHEATHED ABOVE AND BELOW OPENIN65. 5. 5EE ARCHITECTURAL DRAWIN65 FOR ADD'L WALL GON5TRUGTION REQUIREMENT5. 6. ALL EXTERIOR WALL5 ARE GON5I2ERED 5HEARWALL5. 1. WHERE PANEL5 ARE APPLIED TO BOTH FAGE5 OF WALL, PANEL JOINT5 5HALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBER5. 8. A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENIN65 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LONG A5 THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 ED6E NAILIN6 REQUIRED AND OGGUR 16" MINIMUM FROM THE EN05 OF THE 5HEARWALL. Window � Door Allowable Wind Pre55ure5 140 MPH Wind Zone Ex o5ure B OPENING 51ZE INTERIOR ZONES END ZONE5m 6 Garage Door +18.5 P5F/-20.g P5F +18.5 P5F/-20.q P5F 16 6arage Door +I1.1 P5F/-Iq.1 P5F +I1.1 P5F/-Iq.1 P5F 10 5QFT. +21.2 P5F/-22.q P5F +21.4 P5F/-28.3 P5F 20 5QFT. +20.2 P5F/-22.0 P5F +20.2 P5F/-26.4 P5F 50 5QFT. +IcI.O 1`75F/-20.8 P5F +Iq.O P5F/-23.q P5F 100 5QFT. +18.0 P5F/-Ig.B P5F +18.0 P5F/-22.0 P5F 500 5QFT. +15.5 P5F/-I1.6 P5F 1 +15.8 P5F/-I1.6 P5F (DEnd Zone is defined as the smaller of 10% of least horiz. dim. or 40% of mean roof height. NOTE: Pressures charted here are allowable pressures and have been reduced per A5GE 1-10 section 2.4.1 from ultimate pressures. Divide allowable pressures above by a factor of 0.6 to obtain ultimate pressures. ROOF FRAMIN6 • 5EE ROOF TRU55 UPLIFT CONNECTOR 5GHEDULE FOR ALL ROOF TRU55 GONNEGTOR5. • ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 056/PLYWOOD 5HEATHIN6 24/16, EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.113" RIN6 SHANK NAILS (R5R5-01 OR EQUIV.) a 6" O.G. AT PANEL E06E5 8 0 b" O.G. IN FIELD. FA5TEN 5HEATHIN6 TO GABLE END It DRAG TRU55E5 W RIN6 SHANK NAILS o 3" O.G. (U.N.0). PROVIDE BLOGKIN6 ALONG PANEL E06E5 AT FIRST 2 TRU55 BAY5 FROM 6ABLE END. PROVIDE "H" 5TYLE GLIP5 ALON6 UN5UPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 5HALL EXTEND GONTINUOU5LY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY 5ET5. FASTEN EACH TO TRU55 BELOW W/ 51MP50N VTGR GLIP5 a 24" O.G. • ALL METAL HANGERS SHALL BE 5PEGIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • ERECT AND IN5TALL ROOF TRU55E5 PER WTGA rt TPI'S BG51 I GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6 $ BRAGIN6 OF METAL PLATE CONNECTED WOOD TRU55E5." • ROOF TRU55 5HOP DW65. 5HALL BE SUBMITTED TO ARCH It EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH $ 5HORT 5PAN ROOF TRU55E5 W/ 2x4 LEDGER FASTENED TO FRAMING P42) 3"4.I31" NAIL5 o 16" O.G. UPLIFT CONNECTORS BEARIN6 CONDITION CONNECTOR LENGTTRU5H < 15' 5IMP50N H2.5T SINGLE ROOF TRU55 BEARIN6 ON > 15' 51MP5ON HIOA WOOD STUD WALUWOOD BEAM ROOF 61RDER TRU55 BEARING ON WOOD 5TUD WALL/WOOD BEAM ALL 51MP50N HT520 51N6LE ROOF TRU55 OR PORCH ALL 51MP50N HETA16 BEAM BEARING ON GMU WALL ROOF 6.T., FLU5H BEAM OR FLU5H 6.T. BR6. ON GMU WALL ALL (2) 51MP50N HETAI6 ALL BEARING POINTS OF EACH ROOF TRU55 5HALL BE CONNECTED WITH CONNECTOR A5 L15TED ABOVE. IT 15 THE RE5PON5113ILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N 5TANDARD5 FOR METAL PLATE CONNECTED WOOD TRU55 GON5TRUGTION". MW HA5 EN6INEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN ACGORDANGE WITH THE REQUIREMENT5 OF A5GE-1-10. ALL UPLIFT GONNEGTOR5 AND LOAD5 PER THI5 DRAWING 5HALL 5UPER5EDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR 5PEGIFIGATION5 AND LOAD5 5HOWN ON THE SHOP GAR05. LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ = BEARIN6 WALL ABOVE • BEAM / HEADER • LOGATION AND EXTENT OF 5HEARWALL I: • :::1 EXTENT OF OVERFRAMIN6 INDIGATE5 1/8"A" 5AW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE (5EE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. GENERAL STRUCTURAL NOTES • DE51614 15 BASED ON bth EDITION (2011) FLORIDA BUILDIN6 GODE. • WOOD FRAME ENGINEERING 15 BASED ON N05, "NATIONAL DE516N 5PEGIFIGATION FOR HOOD 'GON5TRUGTION" - LATE5T EDITION. • DE516N LOADS: ROOF LIVE = 20 P5F DEAD = 1 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 5TAIR5 4 DEGK5) = 30 P5F ® 5LEEPIN6 AREA5 = 50 P5F ® 6ARA6E = 200 # POINT LOAD ® 6UAR05/HANDRAIL5 = 50 P5F ® 6UARD IN -FILL GOMPONENT5 DEAD = 10 P5F (20 P5F TOTAL ® TILE) WIND ULTIMATE WIND SPEED $ EXP05URE A5 L15TED R15K GATE6ORY II 6ENERAL FRAMING • EXTERIOR WOOD STUD BEARIN6 WALL5 SHALL BE 2x 5PF#2 OR 5YP#2 a 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD 5TUD BEARIN6 WALL5 5HALL BE 2x 5PF OR 5YP STUD' 6RADE LUMBER a 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 5HALL BE GON5TRUGTED WITH 2x STUD' 6RADE MEMBERS 5PAGED 0 169" O.G. (MAX). • ALL NON -BEARING INTERIOR 5TUD WALL5 5HALL BE GON5TRUGTED WITH 2x 'STUD' GRADE MEMBER5 5PAGED 0 24" O.G. (MAX). • ALL HEADER5 5HALL BE 5UPPORTED BY (1)2x JACK 5TUD 4 (1)2x KING STUD, MINIMUM. - THE NUMBER OF 5TUD5 5PEGIFIED AT A SUPPORT INDIGATE5 THE NUMBER OF JACK 5TUD5 REQUIRED, U.N.O.. • ALL HEADERS, BEAM5 4 OTHER 5TRUGTURAL MEMBER5 5HALL BE 5PRUGE-PINE-FIR #2 (5117F) OR 5OUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAM5 4 HEADER5 W/ 3-ROW5 OF 3"4.131" NAIL5 A 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FAGE5 3-PLY OR MORE GONDITION5. UTILIZE 2 ROW5 OF NAIL5 FOR 2x6 4 2x6 MEMBER5. • FACE NAIL BUILT UP 2x P05T5 W/ 3"xO.131" NAIL5 a 16" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FAGE5 A 3-PLY OR MORE GONOITION5. • REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL GONNEGTION5 (TYP. U.N.O. ON PLANS). • 5HEATH ALL WOOD FRAMED EXTERIOR WALL5 w/ 1/16" 056 FASTENED W/ 2Y2"xO.131" NAIL5 ® b" O.G. ® ED6E5 d 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL ED6E5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE SOLID BLOGKI% IN FLOOR 5Y5TEM 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 p51; Fv=285 psi; E=2.Ox10^b psi • FOR 2 4 3 PLY 5EAM5 OF EQUAL WIDTH, FA5TEN PLIES T06ETHER WITH 3 ROW5 OF 3"0.131" NAIL5 a 8" O/G OR 2 ROW5 Y4"x3V2" 51MP50N 505 5GREW5 (OR 511'2" TRU55LOK SGREW5) a 16" 0/6. U5E A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FAGE5 FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/5GREW5 2" FROM EDGE. SOLID 3 y2" OR 5 y4" BEAM5 ARE ACCEPTABLE. U5E 2 ROW5 OF NAIL5 FOR 2x6 4 2x8 MEMBER5. • FOR 4 PLY BEAM5 OF EQUAL WIDTH, FASTEN PLIE5 T06ETHER WITH 3 ROWS OF y4"xb" 51MP50N 505 5GREW5 (OR 6 3/4" TRU55LOK 5GREW5) o 16" O/G. U5E 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 5GREW5 2" FROM E06E. A SOLID 1" BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL 5TUD5 IN CONTACT W/ GMU WALL5 5HALL BE PRE5ERVATIVE TREATED AND FASTENED W/ V4" DIA. X 4" LONG TAPGON5 o 24" O.G. 9 FLOOR FRAMING • I-J015T5/TRU55E5 5HALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/460 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HAN6ER5 5HALL BE 5PEGIFIED BY I-JO15T /TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • I-J015T/TRU55 5HOP DW65. 5HALL BE SUBMITTED TO ARCH. 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • FLOOR 5HEATHIN6 5HALL BE 25/32" GONFORMING TO P52-04, 24" O.G., EXP05URE I, TON6UE AND GROOVE ED6E5, FASTEN 5HEATHIN6 TO FRAMING MEMBER5 W/ GLUE AND 3"4.131" NAIL5 6" O.G. AT PANEL ED6E5 $ 12" O.G. AT INTERMEDIATE SUPPORT5. I TYPICAL 5TAIR GON5TRUGTION NOTE5 I • (3) 51N6LE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR LANDING, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM w/ (1) 51MP50N A55 CLIP AT EACH 5TRIN6ER. • FASTEN 2x6 P.T. PLATE TO CONCRETE 5LA5 w/ (3) 346" DIA. x 3 Y LONG TAPGON5. • FASTEN END 5TRIN6ER5 TO ADJACENT WALL5 w/ (2) 3"xO.131" NAIL5 AT EACH 5TUD, WHERE APPLICABLE. • PROVIDE %" FLOOR DEGKIN6 ON R15ER5 AND I" FLOOR DEGKIN6 ON TREADS. 9 5EE 5TAIR FRAMIN6 5EGTION FOR MORE INFO. se40V 10 �l?�eesaa� J G. o NCL 7 ",:,,1 '*e a �. FTA.TE o y 0E f © copyrig`hl>`bi 6N & KULP Str ct4b'"Pgineedng, Inc. ` ift . azz _J W W z GV g r- z W J CQ.. a� Z= a� U ix �• �4 C WW cn •� j `r ) E Ja o Z W o � � CO) W m $c tY M d IV 41 M&K project number: 068.2001 1 project mgr: ,,J,SB drawn by: MJT issue date: 1 0-09-20 REVISIONS: date: initial: sheet: SW0.0 : I• mm e "I. 12'-0" ,. 10'-0" ,. 18'-0" "I. PATIO SLAB: 3 Y2" GONG. SLAB ON GRADE (2500 P51 N MIN.) N/ 6x(b—N1.4xN1.4 MESH OR FIBER MESH ON q5% COMPACTED FILL OR VIR61N SOIL. HVAG 2 q 7 UNIT 5D—I 3 Y2" STEP 13000 5D—I 5D—I CONCRETE 5LA13: I 3 )'2 GONG. SLAB ON 6RADE (2500 PSI MIN.) N/ 5.6.D. REGE55 PER 6x6—NI.4xNl.4 MESH OR MANUFACTURERS • I FIBER MESH OVER 6 MIL. INSTRUCTION i m POLY ON q5% COMPACTED j FILL OR VIR61N SOIL. NOTE: REFER TO BLOGK PLAN FOR ALL DOWEL LOCATION DIMEN51ON5. I 12'—q 1/2" 7'-10 1/2" II'-4 1/2" 1'-0" 6'-11 1/2" I o L_ _. . _.. __......... .............. ..__ L--- — 3 Y2" STEP J r 4 N SD —I 0 N • IWO MWN I 4 I 5D—I GARAGE SLAB: 3 Y2" GONG. SLAB ON GRADE (2500 P51 MIN.) N/ 6x6—N1.4xN1.4 MESH OR F 13ER MESH OVER 6 MIL. POLY ON q5% GOMPAGTED FILL OR VIR61N SOIL. I I 0 0 M 70 ry —3 Y2 STEP _._ .... 124"x24"xl2i' PLAIN 8"xl6" THICKENED I • GONG. FT6. SLAB UNDER 10 J BEARIN6 HALL SO • 0 i (I T P.) (TYP.) 17— — — — — ---------- 3 Y2" 6'-2 3/4" 13'-1 1/4" 00 I I I I I _I__ I I I j i 3 Y2" STEP - = 5 I 6 i — 5D—I � 2'-8" 211-411 40'-0 SLAB PLAN SCALE: 1/4"=1'—O" (22x54 SHEET) SCALE: 1/6'.=r-0" (IIxI1 SHEET) • I 2 5D—I 14'-0" 2 5D—I I• LE6END • ® INTERIOR BEARING WALL • _ _ _ _ = BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL EXTENT OF 0VERFRAMIN6 • - ----INDIGATE5 I/8"A" 5AW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE (5EE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES ff SCHEDULES 10 2�2 sealkAM o • PJo 7" ` �4 s � TTA.TE O` © copyrigK,* ER14 & UP9tf ural Engineering, Inc. Z JL w w z c rn W J [Q.. Q Z°C = � E a� C Wfn =a O0 E J z Q1 0 _LU o Cam` LU _ cm cc CN M M 19F M&K project number: 068-2001 1 project mgr: J S B drawn by, MJT issue date: 1 0-09-20 REVISIONS: date: initial: sheet: c�•ft4 CU cZ, 'Q Ca 0 J LL Fim i,,o a .1 i T— O _I T- I. 6'-0" , 5-2" 4'-10" 6-211 7'-10" 6'-411 5'-511 1 ma .• 21'-4" 5'-/ II I. 31-2 11 I. 51-411 4'-a" Ii 14'-0" BLOCK PLAN SCALE: I/4' I'-0" (22x34 SHEET) SCALE: I/W=l'-0" (llxl1 SHEET) i r- A 1 LEGEND • ® INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL EXTENT OF OVERFRAMING •.ww,-- - -------INDIGATE5 1/8"A" 5AW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. MABONR10 L I NTEL DETA I L5 REINFORCEMENT MARK DE5I6NATION TOP BOTTOM SHEAR REINFORCEMENT MB-I 8F8-013/0T ----- ----- MB-2 8F8-IB/OT ----- (1) #5 MB-3 8F1b-IB/IT (1) #5 (1) #5 M13-4 6RFI4-15 ----- -- APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE, QUALITY PRECAST CO., AND LOTT'5 CONCRETE. NOTES: I. ALL LINTELS w/ SPANS GREATER THAN 14'-O" SHALL BE PRESTRESSED. 2. SHORE FILLED LINTELS A5 REQURIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORCEMENT SHALL BE GRADE 60, fy=60 k9I 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DESIGN. 1. ALL LINTEL5 ARE TO BE LOCATED DIREGTLY ABOVE THE OPENING BELOW MASONW LINTEL A55EMBL I E5 5EE SGHEDUL.E AND 5PECIFIGATION5 FOR APOL INFO GROUT GROUT BaTTOM REIN. PRECAST LINTS W PRECAST LINTEL w/ BEDDED REINIF. � I I EMBEDDED REINr'. MB-1 MB-2 m� TOP WIN. OR CONT. CONE. BOND BEAM BOND BEAM REIN. REIN. A5 REQ'D • 6RWT GROUT —BOTTOM REIN. BOTTOM REIN. • --- PRECAST LINTEL W EIRFEr.AST LINTEL W EMBEDDED REIN. 4 EMBEDDED REIN. fY LJ. MB-3 MB-4 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES S SCHEDULES sea O V 1 0 2M, Q i, %% �. No 7 *o ATE C © copy* *LAERN b KULP q truoural Engineering, Inc. Z JLU w w Z c ro rn w a J Cv Q °C Z= .o E � cc_ A � a ~ WCn �E =a -�z QA W � y� Y O y LU M C N OC c� n M&K project number: 068-200 1 1 project mgr: J.SB drawn by: MJT issue date: `[ 0-09-20 REVISIONS: date: initial: sheet: d 0 Ix 0 LL Fo,12.0 '7ER FASTENED )y4"DIA.x3Y2" 'GON5 ® 16" o.c. 2Ni:) FLOOR FRAMING PLAN SCALE: 1/4"= I'-0' (22x34 SHEET) SCALE: 1/6'*'-0" (I10 SHEET) LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ _ = BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL • I: • : : I EXTENT OF OVERFRAMINS •-- - - — -INDICATES 1/6"A" 5AW GUT CONTROL JOINT INDIGATE5 LOGATION OF REINFORGED GMU GORE (GEE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. HOLDOAN / 5TRAP 50HEDULE 5YMBOL SPEGIFIGATION FASTEN BUILT-UP P05T5 5UPPORTIN6 ROOF G.T. TO GMU WALL w/ (1) 51MP50N M5TGM40 STRAP w/ (12) Y4" 5T-1 DIA x V4" LONG TAPGON5 INTO GMU. DE516N AGGOUNT5 FOR REDUCED 5TRAP GAP. FOR SHORTER TAPGON5. (U5E ONE 5TRAP TOTAL PER BUILT-UP P05T, U.N.O.) ROOF FRAMIN6 • 5EE ROOF TRU55 UPLIFT GONNEGTOR 5GHEDULE FOR ALL ROOF TRU55 GONNECTOR5. • ROOF SHEATHING SHALL BE 7/I6" MIN. 055/PLYW000 SHEATHING 24/6, EXP05URE I. FA5TEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/e"x0.113" RING 5HANK NAILS (R5R5-01 OR EQUIV) o 6" O.G. AT PANEL ED6E5 $ ® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END $ DRAG TRU55E5 w/ RING 5HANK NAIL5 ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALONG PANEL EDGE5 AT FIRST 2 TRU55 BAYS FROM 6ABLE END. PROVIDE "H" STYLE GLIP5 ALONG UN5UPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 5HALL EXTEND GONTINUOU5LY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY 5ET5. FASTEN EAGH TO TRU55 BELOW w/ 51MP5ON MR GLIP5 o 24" O.G. • ALL METAL HA%ER5 5HALL BE 5PEGIFIED BY THE TRU55 MANUFAGTURER, UNLE55 OTHERWI5E NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER WTGA $ TPI'S E,51 I " GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6 $ BRACING OF METAL PLATE GONNEGTED WOOD TRU%E5." ` ROOF TRU55 SHOP DW65. 5HALL BE SUBMITTED TO ARGH $ ENG. FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. • 5UPPORT PORGH $ 5HORT SPAN ROOF TRU55E5 w/ 2x4 LED6ER FA5TENED TO FRAMING w/(2) 5'W.131" NAILS ® 16" O.G. UPL I r-T CONNECTORS BEARIN6 CONDITION TRU55 GONNEGTOR LEN6TH < 15' 51MP50N H2.5T 51N6LE ROOF TRU55 BEARING ON > 15' 51MP5ON HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRU55 BEARIN6 ON ALL 51MP50N HT520 WOOD 5TUD WALL/WOOD BEAM SINGLE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARIN6 ON GMU WALL ROOF G.T., FLU5H BEAM OR ALL (2) 51MP50N HETAI6 FLUSH 6.T. BR6. ON GMU WALL ALL BEARIN6 POINT5 OF EAGH ROOF TRU55 5HALL BE GONNEGTED WITH GONNEGTOR A5 L15TED ABOVE. IT 15 THE RE5PON515ILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N 5TANDARD5 FOR METAL PLATE GONNEGTED WOOD TRU55 00145TRUGTION". M$K HA5 ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN AGGORDANGE WITH THE REGUIREMENT5 OF A5GE-1-10. ALL UPLIFT GONNEGTOR5 AND LOADS PER THI5 DRAWING 5HALL 5UPER5EDE THE TRU55 MANUFACTURER'S UPLIFT GONNEGTOR 5PEGIFIGATION5 AND LOAD5 5HOWN ON THE SHOP GARD5. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES � SCHEDULES G. oa,%, ,P••y;c.L,r�` No F ^- C71TE 0- ©copyright:4ULH &KULP strUcQur F gineering, Inc. 0 co z JFC w w i z z w J Q Z W� M J H IC Jz W oV) W %% M&K project number: 068-2001 1 project mgr: J S B drawn by: MJT issue date: 10-09-20 REVISIONS: date: initial: z 0.4 0 0 LL Q z IN sheet: C 0 ,.J d Q a 0 J LL C� z x 0. U) d d LO Z J Sw 1.2 Q, 0 i LL O 0 0 r— L U L D- W m O � N O LL O N N LEGEN17 • ® INTERIOR BEARING WALL • _ _ _ _ BEARING NALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL I: :I EXTENT OF OVERFRAMIN6 •--- -- ---W---- INDIGATES I/8"A" 5AN GUT GONTROL JOINT INDIGATE5 LOGATION OF REINFORGED GMU GORE (5EE NOTE5) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LIO BLOGKIN6 UNDER P05T OR JAMB ABOVE. ROOF FRAM I NC6 • 5EE ROOF TRU55 UPLIFT GONNEGTOR 5GHEDULE FOR ALL ROOF TRU55 GONNEGTOR5. • ROOF SHEATHING SHALL BE 1/16" MIN. 055/PLYH000 5HEATHIN6 24/16, EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/a"x0.113" RING 5HANK NAILS (R5R5-01 OR EGUIV) 0 6" O.G. AT PANEL ED6E5 4 0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRA6 TRU55E5 w/ RING 5HANK NAILS 0 3" O.G. (U.N.0). PROVIDE BLOGKIN6 ALONG PANEL ED6E5 AT FIR5T 2 TRU55 BAY5 FROM GABLE END. PROVIDE "H" 51YLE GLIP5 ALONG UNSUPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 5HALL EXTEND GONTINUOU51-Y UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY 5ET5. FASTEN EAGH TO TRU55 BELOW w/ 51MP50N VTGR GLIP5 0 24" O.G. • ALL METAL HAN6ER5 5HALL BE 5PEGIFIED BY THE TRU55 MANUFAGTURER, UNLE55 OTHERWI5E NOTED. • EREGT AND INSTALL ROOF TRU55E5 PER WTGA 4 TPI'S E3,51 I " GUIDE TO GOOD PRAGTIGE FOR HANDLING, INSTALLING $ BRAGIN6 OF METAL PLATE GONNEGTED WOOD TRU55E5." • ROOF TRU55 SHOP DN65. SHALL BE 5U13MITTED TO ARGH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. • 5UPPORT PORGH 4 5HORT SPAN ROOF TRU55E5 w/ 2x4 LE06ER FA5TENED TO FRAMING w/(2) 3"x0.131" NAIL5 0 16" O.G. UPL I FT GONNEGTOR5 BEARING CONDITION TRU55 GONNEGTOR LENGTH < 15' 51MP50N H2.5T 51NGLE ROOF TRU55 BEARING ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRU55 BEARING ON ALL 51MP50N HT520 HOOD STUD NALL/WOOD BEAM 51N6LE ROOF TRU55 OR PORGH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL ROOF 63., FLU5H BEAM OR ALL (2) 51MP50N HETAI6 FLUSH 67. BR6. ON GMU HALL ALL BEARING POINTS OF EACH ROOF TRU55 5HALL BE GONNEGTED WITH GONNEGTOR A5 L15TED ABOVE. IT 15 THE RE5PON5113ILITY OF THE EN61NEER OF REGORD TO DE516N THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N 5TANDAR05 FOR METAL PLATE GONNEGTED HOOD TRU55 GON5TRUGTION". MW HA5 EN6INEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN AGGORDANGE WITH THE REOUIREMENT5 OF A5GE-1-10. ALL UPLIFT GONNEGTOR5 AND LOAD5 PER TH15 DRAP06 5HALL 5UPER5EDE THE TRU55 MANUFAGTURER'S UPLIFT GONNEGTOR 5PEGIFIGATION5 AND LOADS 5HOWN ON THE SHOP GARD5. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES � SCHEDULES sea 1 q^cneEsa�� o • No 7RL,� STATE 0.' © copyflgV, WkAN & KULP i;v'c4r9 Engineerina. Inc. nCD z z JLU w w z i z z w .J Q °C Z U W� M J H IC JZ W C y W 0 rn a Q � n c Y 'v m E Q � :2m V -T Y m` pp N CY) d M&K project number: 068-2001 1 project mgr: JSB drawn by: MJT issue date: `I 0-09-20 REVISIONS: date: initial: c�•P" a, Cz� 'Q Q ix z 0 ..1 LL 0-M L1 z U Q x a 0 U) U) ROOD FRAMING PLAN ULJ -i SCALE: 1/4 — I —0 (22x34 SHEET) 0 SCALE: 10*'-0" (110 SHEET) LLB z (y) 'Q 0 0 > Oz x � JJ sheet: Sw 1.3 y FILLED CELLS (5EE PLAN) i 4: GARAGE TOP VIEW CORNER F —1 GONG. OR PAVER 6ARA6E WALL DRIVEWAY j— BEYOND m l �4` L (5EE PLAN) 16"x8" THICKENED—=1 I I—III=1 I—III=1—I 1=1 1- E06E W/ (2) #5 —III=1 1=111=1 11=1 11=111= GONT. THICKENED EDGE @ GARAGE DOOR DETAIL SCALE: MS 8" GMU BLOCK (1) #5 VERT. FROM FT6.— TO BOND BEAM. LAP W/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID z� (z GRADE o z III_I\3 II1I �_i 8" WIDE GONT. GONG. GURB GARAGE 5LA5 F(5EE PLAN) 111-111— III—III—III ° a° •° I I I I I IiI IT_ITi I I I liI L 111-11 — 111=t+== 1) #5 DOWEL W/ 6" HOOK AT _ 11—° 11=1I11=1 ALL VERT. WALL REINF. (5EE PLANS FOR LOCATION) 11—III—III=11_I—I - CLEAN COMPACTED FILL- ® q5% 1'-0" MONOLITHIC FOUNDATION STANDARD DENSITY I MIN W/ (2) #5 GONT. ON GHAIR5 WHERE 21ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" GMU WALL 5HOWN, FT6.5HALL BE 1'-4" WIDE W/ (2) #5 13AR5 &LA�t6E CURS DETAIL 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 PLANS) d ° a e PER MANU. ° I_1=1 I I —III— 11=1 I =110 I=d 1=1I I III=1I I —III —III_ '—I_I 1=1 � I I 1=1 I• 11=1 i 1=1 11=1 I I- ' —I y III —III- III I I III —III —III III— ' II-III=III=III=Ill=�''- MONOLITHIC GLEAN COMPACTED =III= I FOUNDATION W/ (2) #5 FILL A q5% 5TANDARD 1'-0" GONT. ON GHAIR5 DENSITY AND TERMITE MIN. TREATED WHERE 2ND STORY WALL OGGURS DIRECTLY ABOVE THE 8" CMU WALL 5HOWN, FT6. 5HALL BE 1'-4" WIDE W (2) #5 BAR5 EXTERIOR OUT5AIN6 $ 56D POURED SILLS DETAIL 6" GMU BLOCK (1) #5 VERT. FROM FTC. TO BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID R4.1 FI-FOIL OR EQUAL OVER %4" FURR 5TRIP5 -PER BUILDER HOUSE 5LAB (5EE PLAN) G d ° e ° III-1 1=1 I 1=1 I —I Cz 6RADF ° ° I1=1II—I1=1I1=1 m ' =1 I I=1 11= d l III •� :° I I —III —III —I 11—' ' —I I m 111 1114 e =1 � 1= III— III 1) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. (5EE PLANS FOR LOCATION) GLEAN COMPACTED =III 1 FILL A q5% MONOLITHIC FOUNDATION 5TANDARD DENSITY MI N. W/ (2) #5 GONT. ON GHAIR5 MIN. WHERE 2ND STORY WALL OGGUR5 DIRECTLY ABOVE THE 8" GMU WALL 5HOWN, F176. 5HALL BE 1'4' WIDE W (2) #5 BAR5 POOTI NG SECTION W/ SLOCK DETA 1 L SCALE: NTS 8 GMU BLOCK R4.1 FI-FOIL OR EQUAL BEYOND OVER %" FURR 5TRIP5 EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD HOU5E 5LA13 5ET IN SEALANT T (5EE PLAN) PAVERS (5EE PLANS) ° ° • e G ° G ° III-111-111—III= ° � II1=1II—III—III; II' '=1I1=1I1=� 1=1I I ° I I1=1_I1=1I1=1I1- ' III —I III=11 • II—III—III=111- '—I11=111- =1 m III I I —I I M I I_ I-1 I III-1 11- "— MONOLITHIC '- GLEAN COMPACTED /" = 1= FOUNDATION W/ (2) #5 FILL A q5% 5TANDARD 1'-0 " GONT. ON GHAIR5 DENSITY AND TERMITE MIN. TREATED WHERE 2ND 5TORY WALL OGGUR5 DIRECTLY ABOVE THE 8" GMU WALL 5HOWN, FT6. 5HALL BE 1'-4" WIDE w/ (2) #5 BAR5 DOOR DETAIL 0EIT%*1 PATI O/PORGH/LANAI 5LAB (5EE PLAN) 8"x8" THICKENED — 5LAB W/ (1) #5 CONT. &THICKENED EDGE DETAIL CALE: w,,s 8" GMU BLOCK (1) #5 VERT. FROM FTG. TO R4.1 FI-FOIL OR EQUAL BOND BEAM. LAP W OVER 3/4" FURR 5TRIP5 FOUNDATION DOWEL MIN. -PER BUILDER 30" 6ROUT CELL SOLID HOU5E SLAB PORGH/PATIO/LANAI (5EE PLAN) 5LAB OR PAVERS (5EE PLAN) z C ° d ° g ° ° � I-111-111—III-111 _ I—III—III-111—� 11- E.W J01NT -L4_ 73' —11 a III —III —I I m11l11III a° ° IMI1I11111I11 ' ° I = 1) #5 DOWEL W/ 6" HOOK AT III=III= ALL VERT. WALL REINF. III=1 1=1 1=1 I III- (5EE PLANS FOR LOCATION) GLEAN COMPACTED -� I, I I—III—III FILL o q5% 11 1=III- MONOLITHIC FOUNDATION 11 STANDARD DENSITY I�-O W/ (2) #5 GONT. ON MIN. GHAIR5 WHERE 2ND 5TORY WALL OCCURS, DIRECTLY ABOVE THE 8" GMU WALL 5HOWN, FT6.514ALL BE 1'-4" WIDE W (2) #5 BARS EXTERIOR WALL ® PORCH/PATIO/LANAI DETAIL SCALE= NM Y 2" GYP. BD. EA. 51PE OF 2x4'S o 16" O.G. y2" J-BOLT5 6" FROM EA. END OF WALL AND 5PAGE A 32" O.G. 2" (6" MIN. EMBED) ua 5TUD PLATE TIE5 PER } PT BOT. PLAN O 5TUD TOP PLT. BOT. e e , ° p e ! ° ° ° as a (2) #5 5 GONT. W/ 8" all 3" MIN. CLEAR UPLIFT GONNEGTOR5 5UGH A5 5TUD PLATE TIES, HURRIGANE GLIP5, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALL5 NOT SUBJEGT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE 5UGH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. '': GARAGE STEP DOWN DETAIL SCALE: MS 8" GMU BLOCK (1) #5 VERT. FROM FTC. TO — BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID z_ d) (3 RARE ' III=III=III=III= R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR 5TRIP5 -PER BUILDER HOUSE 5LAB (5EE PLAN) z I —Ik PVG GHA5E SLEEVE TO BE TWIGE THE DIAMETER of III I —I I I —I' I = I I 1 I �I I IoTEGTED PIPE GLEAN GOMPAGTED 111—III I- --1 FILL A q5% MONOLITHIC FOUNDATION STANDARD DENSITY I -O W/ (2) #5 GONT. ON GHAIR5 MIN. WHERE 2ND STORY WALL OGGUR5 DIRECTLY ABOVE THE 8" CMU WALL 5HOWN, FT6. 5HALL BE 1'-4" WIDE w/ (2) #5 BAR5 CHASE DETA I L 8 SCALE= NTs se*0V 10 7 v V No 7ft �� R•, .,F s r•. +s � © copyrigfit • , LHERN & KULP St,ct,rat Engineering, Inc. CD z JLU w w Z o C7 M Z w N < Q Z= L) 4 C WQ5 E Z Q� 2 W y Y m W CO N OC r) M IV M&K project number: 068-2001 1 project mgr: JSB drawn by: MJT issue date: 10-09-20 REVISIONS: date: initial: sheet: q CIO C d Q a 0 J LL J (n W z Q 0 a � N U1 � 0 a U z m� d �Y z J _t SCALE: WM SDm 1 EXTERIOR WALL 5HT'G. TO RUN GONTINUOU5 FULL HEIGHT OF WALL FROM BOTTOM OF RIBBON TO TOP OF DOUBLE TOP PLATE 2Y2"xO.131" ® 3" O.G. INTO- 50LE PLATE 2x GONT. RIBBON (TOP 4 BOTTO FA5TEN TO EA. TRU55 VERTICAL w/ (2) 3 Y4"xO.131" NAIL5 2 Y2"xO.131" ® 3" O.G. INTO BOTTOM GONT. RIBBON PROVIDE 51MP50N HETAI6 EMBEDDED 5TRAP ® EACH TRU55 (® Iq.2" O.G. MAX) FASTENED TO END TRU55 VERTICAL OR TO BLOGKIN6/RIBBON VERT WALL REINF. TO - EXTEND INTO BOND BEAM 8" REINF. GMU WALL - -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 VALLEY 5ET OVERFRAMIN6 4 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 CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL Q. 2x EXTERIOR WALL -5EE PLAN FOR 5HEATHIN6 AND CONNECTION 5PEG5. FA5TEN SOLE PLATE TO CANT. RIBBON w/ 3"x0.131" NAILS ® 6" O.G. 4 5HEATHIN6 TO GONT. RIBBON w/ 2 Y2"x0.131" NAIL5 ® 6" O.G FLOOR TRU55E5 -PER PLAN 8" GMU BOND BEAM W/ (1) #5 GONT. MAIN ROOF 5HEATHIN6 FASTEN EACH OVERFR TRU55 TO TRU55 BELOI WITH (1) 51MP50N VTGR ® 24" O.G. MAIN ROOF TRU555 TYP I CAL OVERFRAM I NG CONNECTION DETAIL SCALE: N.T.5. FA5TEN DBL 50LE PLATE OF 2x WALL TO BOND BM. w/Y2" DIA. ANCHOR BOLT5 ® 32" O.G. WITH 7" (MIN) EMBEDMENT. FA5TEN EXTERIOR 5HEATHIN6 TO 2x SILL PLATE w/ 2V2'x0.131" NAIL5 ® 3" O.G. 8" GMU BOND BEAM w/ (1) #5 BARS GONT. 8" REINF. GMU WALL -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 p, SECTION 2x EXTERIOR WALL -5EE PLAN FOR 5HEATHIN6 AND CONNECTION 5PEG5. - EXTERIOR WALL 5HT'G. TO RUNS GONTINUOU5 FULL HE16HT OF WALL FROM BOTTOM OF LADDER TRU55 TO TOP OF DOUBLE TOP PLATE 2 Y2"xO.131" ® 3" O.G. INTO 50LE PLATE LADDER TRU55. FA5TEN LADE TRU55 TO EA. BLK6 PANEL w/ (3)3 Y4"xO.131" NAIL5 MIN. 2 Y2"x0.131" ® 3" O.G. INTO LADDER TRU55 FASTEN LADDER TRU55 TO GMU-1 BOND BEAM w/ 51MP50N HETAI6 EMBEDDED 5TRAP ® 16" O.G. 5TRAP MAY BE IN5TALLED ON IN51DE OR OUT5I1?E FACE OF TRU55 VERT WALL REINF. TO - EXTEND INTO BOND BEAM 8" REINF. GMU WALL - -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 p, SECTION 2x EXTERIOR WALL ® 5TAIR5 OR 2-5TORY 5PAGE -5EE PLAN FOR 5HEATHIN6 SAND CONNECTION 5PEG5. VERT WALL REINF. TO EXTEND INTO BOND BEAM FASTEN ROOF 5HEATHIN6 TO FA5GIA WITH 2 VxO.113" RING SHANK NAILS ® 6" O.G. 2x FA5GIA -5EE ARCH 2x 5HEAR WALL - 5EE PLAN FOR 5PEGIFIGATION5. SECTION 5EE UPLIFT CONNECTOR 5GHEDULE ON PLANS FOR CONNECTOR 5PEGIFIGATION5 FA5TEN ROOF TRU55 TO DOUBLE TOP PLATE W (3) 3 Y4"xO.I31" TOENAIL5 seo 1 �02t1, f • r TATE O' © copyHgh?0_� RN & KULP SfAidu&al aineerina.-ihc. aco z JR W W z o c� rn z W J 0- N Q Zm = � Q� Cn =a 00 E >. .Jz MLU y W m � N 7 M&K project number: 068-2001 1 project mgr: J S B FASTEN 50LE PLATE TO TOP CHORD OF LADDER TRU55 w/ 3"xO.131" NAILS ® 6" OL. drawn by: MJT FASTEN FLOOR FLOOR TRU55E5 5HTG. TO FIR5T issue date: 10-09.20 -PER PLAN TRU55 w/ 3"xO.131" REVISIONS: NAILS ® 6" o.c. date: initial: 2x4 (MIN.) 5PF #2 13LOGKIN6 A5 5HOWN AT 48" o.c. FACE NAILED TO TRU55 TOP 4 BOTTOM CHORD w/ (4) 3"xO.131" NAIL5. 8" GMU BOND BEAM W/ (1) #5 GONT. ALL LAPS IN MA50NRY 25" RUNNING BAR #5 BENT CORNER BAR GROUTED CELL TYP. CORNER PERT. WALL RE I NFORC I NG DETA I L WALM RM BY WINDOW/DOOR MANUFACTURER NOTES: I. 2X PT 13UGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW/DOOR, FA5TEN BUGK TO MA50NRY W/ (1) ROW OF WWX4" TAPGON5 6" FROM EN05 AND I6" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM EDGE OF BUCK. 2. BUGK5 LE55 THAN 2X TO BE FASTENED W/ GUT NAIL5 OR EQUIVALENT. 5TRUGTURAL CONNECTION OF WINDOW/DOOR TO 5TRUGTURE BY OTHER5 IN THI5 GA5E. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EX15TIN6 2X BUCKED OPENING, U5E (3) ROW5 OF 3"x0.131" NAIL5 5TAC76ERED ® 12" O.G. EA. 5000E551VE BUCK. 4. MIXING OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE 5AME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FA5TENIN6) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROW5 OF 2Y2"x0.13I" NAIL5 ® 16" O.G. FA5TEN WINDOW/DOOR TO 2X PER WINDOW/DOOR MANUFACTURER'S 5PEG5. &LHINIPONDOOR SUCK DETAIL , RM LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN THIS HOME � 5HALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REQU I RED ALL APPLICABLE AREAS. THESE WHERE SPEG I F I GALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. sheet: SDW2 I^ d — BOND-BEAM—� _,__—GONTIN. PREGA5T HEADER 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE GA5T-GRETE WINDOW 51LL, WINDOW 51LL, OR EQUIV. OR EQUIV. DOUBLE WINDOW M,�50NRY P 1 ER DETA� I L SCALE: NT5 TRILPLE WINDOW 51M. NOTE5: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). 2. PROVIDE %" DIA. HOLE FOR DOWEL, BLOW OR 5RU5H GLEAN. 3. FOLLOW MANUF. IN5TALLATION IN5TRUGTION5. FUTURE 8" GMU BLOCK T DRILL 6" INTO EX15T'G SLAB, EPDXY 4 DRIVE #5 DOWEL, PROVIDE MIN. 30" LAP 5PLIGE �II I I I v GRADE 5EE TYP. FOUNDATION DETAIL5 FOR ADDITIONAL INFORMATION NOT 5HOWN HERE #5 VERT. BAR TO BE LOCATED PER PLAN IN GROUTED CELL M 155ED DOWEL RETROFIT DETAIL SCALE: NT5 SIM. • M STEM FM DROPPED 6RADE 2x OR 1' 055 DEGKING — (TYP) 5EE DETAIL 31 ON 5TRUGTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT SHOWN HERE PROVIDE 50LID BLOCKING A5 REQ'D FOR 5TRAP FA5TENING FULL DEPTH BLOCKING FA5TEN EVERY OTHER ([a" 055 (MIN.), 1%" LVL OR TRU55 TRU55 (w/ WEB BLOCKING FLOOR TRU55E5 BLOCKING PER MANUF) ® 48" A5 REQ'D) TO 2x BLOCKING -PER PLAN O.G. FA5TENED TO 2x BLOCKING w/ (1) 51MP50N A35 CLIP i w/ (I) 51MP50N A35 CLIP �— FA5TEN EVERY OTHER TRU55 TO GMU e w/ 51MP50N MT5MI6 TW15T 5TRAP. FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 Y4" LONG TITEN 5GREW5 2x6 FLAT BLOGKING (BETWEEN TRU55E5 - 16" MIN. LENGTH) FA5TENED DOWN TO DC GMU w/ (3) Y4" DIA. x 3 Y2" LONG TAPGON5 ® EA BAY. FASTEN RIBBONL, THRU WALL 5HTG., TO 2x BLOCKING w/ -AN 31'4"x0.131' NAILS ® 3" o.c. IDETAI L@�v% : O" STAIRS (2)2x8 FLUSH BEAM � BEYOND (1) 51MP50N A35 GLIP EA. TOENAILS @ ® EA. 5TRIN6ER ®EA. JOIST (3) 51NGLE PLY 2x12 SOUTHERN PINE #2 (OR BETTER) 5TRINGER5 (1) 51MP50N A35 ® EA. STRINGER 2x6 P.T. BOTTOM PLATE FASTENED TO CONCRETE w/ (3) WW DIA. x 3 Y2" LONG TITEN5 2x8 LANDING W15T ® 16" O.G. 2x8 LEDGER FA5TENED TO GMU w/ (2) Y4" DIA. x %" LONG TAPGON5 ® I6" O.G. GMU WALL I STV SCA3/4' FLOOR TRU55E5 v - 5EE PLAN FLOOR G.T. ' - PROVIDE VERTIGAL5 OR 50LID BLOCKING A EA. 5TRINGER LOCATION (1) 51MP50N A35 CLIP EA. 5TRINGER 2x OR 1" 055 DEGKING (TYP.) (2)2x8 FLU5H BEAM 5EE DETAIL 38 ON 5TRUGTURAL PLAN5 FOR ADDITIONAL CONNECTION INFO NOT 5HOWN HERE X FLOOR TRU55E5 \ -PER PLAN . FASTEN BLOGKING TO Cm w/ 51MP50N MT5MI6 TWI5T STRAP. FASTEN 5TRAP TO GMU w/ (4) Y4" DIA. x 2 Y4" LONG TITEN 5GREW5 2x6 FLAT BLOGKING TO EA. 51DE OF 0513 BLOGKING (16" MIN. LENGTH) FASTENED DOWN TO GMU w/ (3) Y4" DIA, x 3 Y2' LONG TAPGON5. FA5TEN LADDER TRU55, TO 2x BLOCKING w/ 3"xO.131" All TOENAILS ® 3" o.c. RETROFIT DETAIL R SCALE: 9/4'=1'-O' (3) 51N6LE PLY 2x12 5OUTHERN PINE #2 (OR BETTER) 5TRIN6ER5 (1) 51MP50N A35 CLIP ® EA. 5TRINGER 2x4 BLOGKING BETWEEN 5TRINGER5 FASTENED TO BEAM BELOW w/ (3)I0d NAILS 2x8 LANDING J015T ® 16" O.G. (3)IOd TOENAILS ® EA. JOI5T 2x8 LEDGER FASTENED TO GMU w/ (2) Y4" DIA. x %" LONG TAPGON5 ® 16" O.G. GMU WALL LETTERED DETAIL5 ARE TYPIGAL FOR NUMBERED DETAIL5 ARE PLAN TH I5 HOME � SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REGU I RED ALL APPL I GABLE AREAS. THESE WHERE 5PEG I F I GALLY I ND I GATED DETAIL5 ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. seaNO 1 0 937 � `=VTA.TE Or © copyngp�;::& KULP y Engineering, Inc. z Z JLU w w Z c c� rn z w CL J 0 Z= I— ¢� U_ Q tm W E a > i _JZ LU C Y CP y W m C N OC M n M&K project number: 068-2001 1 project mgr: J S B drawn by: MJT issue date: 10-09-20 REVISIONS: date: initial: � o J J LL W W z a. J 0 (n a � LLJ0 a z (y) > 0 Z J J sheet: SD*13 PERMANENT ROOF TRU55 BRACING NOTES: (SINGLE FAMILY HOME OR T0WNHOU5E CONSTRUCTION, WITH ROOF TRUSSES SPACED NO MORE THAN 24" O.G) I. WOOD TRUSSES SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENT 5AFETY INFORMATION 0G51) "GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, RESTRAINING 4 BRACING OF METAL PLATE CONNECTED WOOD TRUSSES," (2008 EDITION). 2. TOP CHORD BRACING: TOP CHORDS SHALL BE BRACED BY DIRECT -APPLIED PLYWOOD/OSB SHEATHING. IF SHEATHING 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRUSS OR TO PURLIN5 FASTENED TOP CHORD, CONTACT MW FOR BRACING DE516N. 3. BOTTOM CHORD BRACING: a. THE BOTTOM CHORDS SHALL BE BRACED BY DIRECT -APPLIED G.W.B. CEILING 4. WEB MEMBER BRACING: THE TRU55 MANUFACTURER SHALL INDICATE THE TRU55 MEMBERS (WEBS, VERTIGAI-5) THAT REQUIRE LATERAL BRAGIN6/RE5TRAINT. a. 'T' OR 'L' BRACE: WHERE BRACING 15 REQUIRED AS INDICATED ON SHOP DRAWING, UTILIZE 'V OR 'L' BRAGE5 (REFERENCE B651-B3 FIGURES 83-18 4 B3-IG). SHOP APPLIED REINFORCEMENT PER BG51-133 FIGURES 83-22 4 BG-23 15 ACCEPTABLE. • 'T' 4 'L' REINFORGING MATERIAL SHALL MATCH THE 51ZE OF THE WEB/VERTIGAL MEMBER. • 'L' 4 'T' REINFORGIN6 TO BE A MINIMUM OF 90% OF THE LENGTH OF THE WEB/VERTIGAL MEMBER. • FASTEN 'L' OR 'T' REINFORGING TO WEB/VERTIGAL W/ Ibd GUN NAILS (0.1310 1/2") AT 6" O.G. b. CONTINUOUS LATERAL BRACING ALTERNATE: WHEN THREE (3) OR MORE 51MILARLY CONFIGURED ROOF TRUSSES ALIGN, CONTINUOUS ROW5 OF LATERAL BRACING MAY BE USED IN LIEU OF THE ABOVE -NOTED 'L' OR 'T' BRAGE5. • CONTINUOUS ROWS OF LATERAL BRACING SHALL CON515T OF MINIMUM 2x4. ROWS SHALL BE LAP SPLIGED ONE TRU55 BEYOND IN EACH DIRECTION. SECURE BRACE TO EACH TRU55 COMPRESSION WEB w/ (2) Ibd GUN NAILS (0.1310 1/2") • CONTINUOUS LATERAL BRACING SHALL BE RESTRAINED BY DIAGONAL BRACING (MIN. 2" THICK NOMINAL LUMBER 4 MINIMUM 5PF 'STUD' GRADE MATERIAL). TH15 BRACING 15 TO BE CONTINUOUS. PROVIDE ONE ROW OF DIAGONAL BRACING AT VERTICAL WEB MEMBERS OF TRU55E5 CLOSEST TO EACH GABLE END WALL 4 ADDITIONAL DIAGONALS AT 20'-0" A5 REQUIRED. rnlA/-'niJA1 Rve/-r- ueu Fn Tn ^Rpn51TE REVENT UUNIIN. LHIr-"L DKHUINU TO LAP AGRO55 MIN. (1) DIRECT -APPLIED TRU55 BAY A5 5HOWN GWB CEILING 2x5TRQN65ACK (NOT REQ'D FOR STRUCTURE) DIRECT -APPLIED PLYWD/05B 5EGTION B-B ALTERNATE FETHX YV ;ZE (3) OR V017Z 514LAR TRU55E5 ARE 6ROIIPM M. Ia DIRECT -APPLIED / 61,16 CEILING TYPIGAL TRUSS ELEVATION PERMANENT 7RU55 BRAG I NG DETA I L5 SCALE:- NONE DIREGT-APPLIED PLYW000/05B ROOF SHEATHING GOMPPE55ION WEB (SLOPING OR VERTICAL) CONTINUOUS LATERAL BRACE ALTERNATE ® (3) OR MORE ADJACENT 51MILAR TRUSSES (SEE INDIV. TRU55 SHOP DRAWINGS FOR LOGATION5) 2x 5TRONC75ACK MAY BE INSTALLED FOR GON5TRUCTA5ILITY TO KEEP EVEN SPACING AT BOTTOM CHORD (NOT REQ'D FOR STRUCTURE) WEB MEMBER REQUIRING BRAGIN6 A5 INDICATED BY TRU55 MANUFACTURER 2x 5TRON66AGK5 MAY BE INSTALLED FOR GON5TRUGTABILITY TO KEEP EVEN SPACING AT BOTTOM CHORD MOT REQ'D FOR 5TRUGTURE) 'L' OR 'T' BRACING WEB5 DESIGNATED BY TRU55 MANUF. $ N0TE5 DIRECT APPLIED CEILING LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REGU I RED ALL APPL I GABLE AREAS. THESE WHERE SPEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. © copyright , {4ULHERN & KULP `,Structuol Engineering, Inc. CD Z JLIJ LJJ z Z CD Z w _J Q Z� H U LU T � JH z W C M&K project number: N 0 rn CD a C ♦ Q E cb m � > '2 CD CD cb m Un N o a 068-2001 1 project mgr: J S B drawn by: MJT issue date: 1 0-09-20 REVISIONS: date: initial: d H W 0 M I~ 0 J sheet: d Q 0 J LL U 0 z CL v! 'Q W J U d W z J PBSE 1 1 L/ -50 Ir ffAl- v 0 46 Ll