Loading...
HomeMy WebLinkAbout6926 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 91 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 FIRM 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 WDW WINDOW LT LAUNDRY TUB vn an Ian TM Companies 90 Matawan Road Matawan, NJ 07747 (732) 383-2200 IVANHOE ASPIRE ELEVATION "B" Ilia ; ZEPHYRHILLS, FL 33542 LOT 079 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." AREATABULATION ELEVATION "B" 1 ST FLOOR 1131 SF 2ND FLOOR 1535 SF TOTAL A/C 2,666 SF ENTRY 41 SF GARAGE 453 SF LANAI 120 SF TOTAL UR 13,280 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 DRAWWG 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 WITH F-1.0 SLAB PLAN CODES FLORIDA SUiLDING CCOE F-2.0 BLOCK PLAN NATIONAL ELECTRIC' oC)E AND THE CITE J,, , ,EPHYF kL6 S-1.2 SECOND FLOOR FRAMING PLAIQRDINANCES S-1.3 ROOF FRAMING PLAN SD-1 FOUNDATION DETAILS RVVIEW DATE Ab SD-2 STRUCTURAL DETAILS CITY OF ZEpOIR I SD-3 STRUCTURAL DETAILS PLAN EXAtwINE PBSB-1 STRUCTURAL DETAILS i V. 192 W 2 CC o>_� >cc0 Q W=)ol— W cn w a.U)Wg Ir IY cc z 0 w z z W�¢_j _- c j =zLL(U Qzo q) cz O $� 0 U 0 � Im 0, w wA ox cn Z 0 woo P-j wQ w >.J It ~ ~ 0:3 u (a mct 0 x z 01, E OC U) W N O g U l(5 G �aaaa COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 6103 RELEASED: 6/11/20 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 11". HANDRAILS: HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHTS OF 4 OR MORE RISERS. HANDRAIL HEIGHT: HANDRAIL HEIGHT, MEASURED ABOVE STAIR TREAD NOSINGS, OR FINISH SURFACE OF RAMP SLOPE SHALL BE UNIFORM, NOT LESS THAN 34" AND NOT MORE THAN 38". HANDRAIL GRASPABILITY: HANDRAILS WITH A CIRCULAR CROSS-SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 1.25" AND NOT GREATER THAN 2" OR SHALL PROVIDE EQUIVALENT GRASPABILITY. IF THE HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4" AND NOT GREATER THAN 6.25" WITH A MAXIMUM CROSS-SECTION DIMENSION OF 2.25". EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 V. HANDRAIL CONTINUITY: HANDRAIL -GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUT INTERRUPTION BY NEWEL POSTS OR OTHER OBSTRUCTIONS. EXCEPTIONS: I .HANDRAILS 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 I Y? 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 Y? CAN BE REDUCED BY 1/8". 3.2. THEY HAVE EDGES WITH A RADIUS OF NOT LESS THAN .01". 3.3. THEY OBSTRUCT NOT IN EXCESS OF 20 PERCENT OF THE HANDRAIL LENGTH. HANDRAIL CLEARANCE: CLEAR SPACE BETWEEN A HANDRAIL AND A WALL OR OTHER SURFACE SHALL BE A MINIMUM OF 1.5". A HANDRAIL AND A WALL OR OTHER SURFACE ADJACENT TO THE HANDRAIL SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. GUARDS: SHALL BE LOCATED ALONG OPEN -SIDED WALKING SURFACES, PLATFORMS, STAIRWAYS, RAMPS AND LANDINGS THAT ARE LOCATED MORE THAN 30" MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36" HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD. OPENING LIIVIITATIONS: 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 MANUFACTURERS INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURERS INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. • IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OFA REGISTERED DESIGN PROFESSIONAL. • IN ACCORDANCE WITH FMAIAAMA 100, FMAIAAMA 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 2'-0" HIGHER THAN THE ROOF OR RIDGE THAT IS 10'-0" AWAY OR CLOSER. TUB AND SHOWER AREAS: 1. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, C1325, OR C1178 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. MECHANICAL AND HVAC: 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (762 mm) DEEP AND 30 INCHES (762 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. #26 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (76 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. EXHAUST FANS AND VENTING: 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3. DUCT LENGTH: THE MAXIMUM LENGTH OF A CLOTHES: DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET. THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (762 mm) FOR EACH 45 DEGREE (0.79 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM THIS OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. FOUNDATION INSPECTION NOTES: A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. FRAMING INSPECTION NOTES: ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH INS MUST BE COMPLETE, INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION (FBC 110.6) JUN 2 2 20 ti No 77824 �• ,TE 5 1O N A'. 1 ,. Ir W } 2 cr- O O H wo ao �oF- Q�w ? W JU)wg tY cc lY Y O 1­- Z �u-00U3 Z 4ZZ H Lu Z_ -+ Q -� W IL = d U ❑ WO _0 H Q Z ❑ cz cz n O � Q H 0 0 U U) 0 w a) 0 Z �0 0 w LLI w Z omm" (L w c 44 w 0 x z Oct O_ lx N W U) Od 1n wzaaQaQ C COMMUNITY: RI PLAN # 6103 RELEASED: 6/11/20 SHEET CS2 . k-, L - 1.--1 1 _ �.' . _i _L' 1 • �- - -- ---- ' .- I . I �, � 1.1 I , x; ' . _I ! .. ------------------I I I I I I I LINE OF ROOF BELOW I ' I I I I I I 40'-0" 7'-8" K 1 26'-0" 1 1 K 6'-4" *(2)3050 SH SHOWER HEAD �3 SIDED ACRYLIC 1 *3050 SH (36"X60" EGRESS), & CONTROLS / ' SURROUND � I (36"X60" EGRESS) I I LINE OF — — SECOND FLOOR PLAN SCALE: 1 /4"=1'-0" 40'-0" 16'-8" 12'-0" 11'-4" 6" 11,_0fl I 6" — — — STUCCO WRAPPED — — — o BEAM @ T-8" o a = STUCCO WRAPPED I a a ^ 4X6 POSTS 1 a °D 3 u LANAI 3 u Om 8'-8"CLG. O 2 C-1 M coD " �� M DIRYWALL CEILING T co CEILING ol 12 -0 � 14 -0 co 8 -0 6 -011 T I I I I I I I I (2)25 SH 6068 SGD TEMP 25 SH 27'-0" 11'-8"AF� [ - = I I GREAT N ROOM In 8'-8" L T 2X4 STUD WALL & SOFFIT BELOW STAIR W/" GYP. BD. 6'-5' 4'-4" 7'_52�� loan CIO SHOWER HEAD & GRILL CONTROLS' EXTRA SUITE BEDROOM �.� - •: O� WX ►� �l .• (t�. �.WX ol = T 3'_52 6'-1 " M DINING AREA 8'-8" CLG JII � SIN fn r 311oo `r r ol OI 36" HT. FLAT �II � N COUNTERTOP I� 32 BR it- 81_6" y -02 REF. KITCHEN WATERLINE 8�$"CLG REF r I I WH J BOLLARD PER ^ WALL BOARD COMMUNITY ON GARAGE SIDE SPECS. PROVIDE INSULATION AS REQ'D 2 CAR GARAGE 8'-8" CLG 2" CONCRETE p CURB - 20'-2" N 1 I I I I I I I 2'i PTRY r SELF CLOSEF-- F------------------------------------ ---�� 5/8" TYPE "X" CEILING BOARD ABV. ><.�' 16070 GARAGE DOOR *25 SH 3 "x63 EGRESS FLAT SOFFIT 5'-4" 8'-8" @ T-8^ " 3'-11„ ,_4, ,_4, ' 161_011 14'-0" 6'-0" 20'-0" 40'-0" FIRST FLOOR PLAN SCALE: 1 /4"=1'-0" 2 wi i" Ind i IE- ce) 0o i CV 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 STAIR DIAGRAM N 10" '� 1 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 10" NOSING 1 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 �0 16" .C.NFOR COUNTERTOP OVERHOAGS GREATER THAN 10" TOP PLATE I, 2„ MAR 2X4 STUD WALL SEE PLANS FOR WALL LAYOUT =_ 1/2" GYP. tBASE CABINET AS ; BD. PER SHOP DWGJ iV WD.BASE MOLDING FINISH FLOOR 2[ FINISH FLOOR rSUBFLOOR JUJU 2 2 20 3 A No 7824 � 0 N A L cc LLJ I— W wz0� wujZO >cc<0 WpF— (nUW W Q W J � W W = cc cc It Y 0 F— z ,5 LL O O Tn zzzp:z r < LLI (_ 1 3 CQ 0 =ZLL(n 0 �F—Qzp cz n a O F— H 0 0 0 U Z 0 o U) U Z 0 cn a � O a W-j 0 w 0 j a U) U. U l OEM w 0 3: O rL U U9 0 cn z� oe �o wzQQQQQ COMMUNITY: PLAN # 6103 RELEASED: 6/11/2.0 SHEET Alol " 3" WIDE STUCCO BAND (+1) 1 WINDOW HEAD DECORATIVE FOAM SHUTTER DECORATIVE FOAM SHUTTER +1 4" WIDE STUCCO BAND (+1) WINDOW SILL WINDOW HEAD & SILL DETAILS — SCALE: 3/4"=1'-0" (22"X34") GARAGE HEAD TRIM DETAIL SCALE: 3/4"=1'-0" 22"X34" SCALE: 3/8"=1'-0" 11 "X17' ) 2'-0" N FOAM LOUVER DETAIL SCALE: 3/4"=1'-0" 22"X34" SCALE: 3/8"=1'-0" ((11 "X17, ) O e co N 0o co ROOF SHINGLES PER COMMUNITY SPECS (TYP.) REAR ELEVATION SCALE: 1/4"=1'-0" BLDG. HEIGHT 12 5 5:12 12 12 ROOF SHINGLES PER 5 . 5 COMMUNITY SPECS (TYP.) FOAM LOUVER 12 6" FASCIA 5 12 3" WIDE STUCCO BAND (+,) 5 24"X30" DECORATIVE FOAM T.O. WALL LOUVERED DETAIL T.O. WINDOW co ------- i ol 1'-0" 18" DECORATIVE FOAM ' SHUTTERS ' 4" WIDE STUCCO BAND (+1) FF—prl F1 q�l 11 11 gngn cu SECOND FLOOR- - T.O. MASONRY T.O. WINDOW 4" WIDE STUCCO BAND (+1) —� N. FLOOR FRONT ELEVATION SCALE: 1 /4"=1'-0" _ FIN. FLR. _ 3" WIDE STUCCO BAND (+1) 10 18" DECORATIVE FOAM \ SHUTTERS i �► T.O. RF SHINGLES PER :• �© ICI ICI ICI ICI ICI I�I_I�I.I�lil�. MMUNITY SPECS 6" FASCIA UP I C? 4"WIDE STUCCO BAND (+I) ��� ��I ICI ICI ICI ICI ICI ICI Imo! ICI ��� �■� MallI I LE GRADE" • • PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH cF' :{~: 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 PIASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C 1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C 1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) M'l222021 No "r824 D: W } 2 CC �001=- } >o <0 WoF- CC c�UWw W_ D= cc a: Y O F-Z 0LL00w Z Z Z E- Lu Z_ cc 15 Q J W a=a. �cnp0U �=zLLcn �I-QZD cz,"`� c o n �O Qo O H o U) o z O 0 O � m w 0) o w 0 � w La a w MEN" cts "a 1=0 w z 0 0 x mono U W G <n 04 �Z4a44a COMMUNITY: PLAN# 6103 RELEASED: 6/11120 SHEET A2 • 'I 00 n LEFT ELEVATION SCALE: 1 /4"=1'-0" RIGHT ELEVATION SCALE: 1 /4"=1'-0" PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH 1if•.'.. 1t• t.P•. M�nl —F 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 1 S' 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) JLN 2 2 2021 W } 2 cr- ?00� } >c a0 w::)oF- clJUW W Q p W H Ir J W W IrIr YOI-Z ,aLL00U) z z z p w J °Cga<- Wa2cr-L- JtApOU =Zu-c/) �H¢?o cz n O �Q Q O O O U U) O Z �o O o 4* f--w uw o J w w w � A U (n O z 0 U) W G U) Z Od � o Z aaaaa COMMUNITY: PLAN # 6103 RELEASED: 6/11/20 SHEET A2.2 LOWER ROOF ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 120 SQ. FT. 1 i 5 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SO. IN. / LF. 1 18 LF. R806.2:THE MINIMUM NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE VENTED SPACE. 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 SO. 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 ROOF PLAN SCALE: 1 /4"=1'-0" JUN 2 2 20 NO ? 8 2 4 "fir:. T_ W Lu �OOF- } W ccQ o p C W 0 _ cc W ~ c J W W p cc !Y Zz0w W�< _c_ C/) 0 0O Q a?o cz r n O � Q gH 2 0 0 U O 01 O a O 0—j O w O a O� a� w O x z >! 0 04 � o IZZ aaaaa COMMUNITY: I PLAN # 6103 RELEASED: 6/11/20 SHEET A3. 1 z w cc a 0 Z a cc Z g W U) W . . ..... ..... . . . .. .. ..... .. .... .. .. .. . ...... .... ........ ..... ,P% --m- A I r..% A-k 1- A"r& Tr 0 �NkL IL I %.Fwr-AL-L-. � 19- -1 %J kr-r- f%%J-r / SCALE: /4"=1'-0" (11 "Xl 7") A SKIRTBOAF PER SPEC. KNEEWALL DETAIL SCALE: 1"= 1'-0" AT FOOT OF STAIR JUN 2 2 2DA • No 77824 4 0N 0 . A fillwo'- Ir Lu W Z 0 m 0 >. f- w Z It < o LU :) i:) a?w a 3.. Lu D (L F- LU 0 z u- fn ob 0 � z z z III CC z a.=cca W _3 0 FE Z LL (n F- cz < O O 0 u 0 (j) M.-I Im 0) o � 0 x w w MEMO m w 0 X z !> z 0 u z 00 cs <1 <1 <L9 z COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 6103 RELEASED: 6/11/20 SHEET A4e I m m W. CV ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) T.O. WALL - T.O. WINDOW Ic SECOND FLOOR - T.O. MASONRY - -,,,T.O. WINDOW FIRST FLOOR , 12 5 �f PRE-ENG. ROOF TRUSSES (SEE FRAMING SHEET FOR DETAILS) I INSULATION PER ENERGY CALCS. 'JCL. HALL BATH ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) _.T.O. WALL - _aT.O. WINDOW - - - - SECOND FLOOR T.O. MASONRY 2X8 WALL 42" LOW WALL FLO R FRAMING SEE ST I UCTURA I DRAWINGS KITCHEN SCALE: 1 /4"=1'-0" e CL L. , , , , , , , , , , HALL INSULATION PER ENERGY CALC. TYP. a 2 CAR GARAGE 12 i i PRE-ENG. ROOF TRUSSES (SEE FRAMING SHEET FOR DETAILS) I INSULATION PER ENERGY CALCS. 12 5 12 5 BEDROOM 4 EXTERIOR WALL BATT. INSULATION SEE ENERGY CALCS BOTTOM OF LINTEL @ T-4" A.F.F. HALL ,TECH FLOOR FRAMING SEE STRUCTURAL DRAWINGS INSULATION PER J ENERGY CALC. TYP. GREAT ROOM 2 CAR GARAGE \ SCALE: 1 /4"=1'-0" EXTERIOR WALL BR 3 BATT. INSULATION SEE ENERGY CALCS WIC JUN 2 2 202) .do 7824 ?, SRO W } 2 x O O H WOWC¢O (nV5.W Q � cc W ~ ( J W W Y O I- Z u- O w _O Z qZ Z ~ Z J Q J W a 2 a �(n0OU = � Z IL (/) < cz•� c o F- O _ Q Q O 0 O U z O ma p a) 1� Imo U O w U) 0 u z w 0.0 '� A U) w O x z 91 O U W G OQ 47 W Z.aaaaa COMMUNITY: LINKS PLAN # 6103 RELEASED: 6/11/20 SHEET AS. I SEE ROOF PLAN SOFFIT AT RAKE (BEYOND) REFER TO PLANS _ FINISH PER PLAN -- = 7/8 STUCCO OVER LATH W/ 60 MIN. GRADE D PAPER BACKED =- LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) BENT METAL FLASHING t'7� REFER TO "L" FLASHING DETAIL 2X LEDGER BOARD TOP OF PLATE (REFER TO ELEV.) INSULATION AS PER SPECS. 2X ALUM WRAPPED FASCIA PRE-ENGINEERED BD. WALUM DRIP EDGE GABLE END ROOF SOFFIT AS PER SPECS. TRUSS - REFER TO STRUCTURALS HURRICANE STRAP EACH END OF 1/2" (MIN.) CLG. BD. TRUSS - REFER TO STRUCTURAL TYP. HIPPED PENT ROOF DETAIL SCALE: 1/2" = V-O" 12 SEE ROOF PLAN INSULATION PER - COMMUNITY SPEC. SEE ENERGY CALCS. 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 ix6 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 1x2 PT. FURRING @ 24" O.C. BASE BOARD 2-STORY - FRAMED WALL ROOF SHINGLES OVER ROOF SHINGLES OVER 15# ROOFING FELT 12 15# ROOFING FELT 12 SEE ROOF PLAN PRE-ENGINEERED ROOF SEE ROOF PLAN PRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. TRUSSES AT TYP. 24" O.C. ROOF SHINGLES OVER BOTTOM CHORD VARIES. REFER BOTTOM CHORD VARIES. REFER 15# ROOFING FELT TO TRUSS MFGR. DRAWINGS. TO TRUSS MFGR. DRAWINGS. PRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. HURRICANE STRAP EACH END OF TRUSS - REFER TO HURRICANE STRAP EACH END OF TRUSS - REFER TO BOTTOM CHORD VARIES. REFER STRUCTURAL. STRUCTURAL. TO TRUSS MFGR. DRAWINGS. OIL TOP OF .M.U. TOP OF C.M.U. I \qv(REFER TO ELEV.) (REFER TO ELEV.) HURRICANE STRAP EACH END SEE 2x6 ALUM WRAPPED FASCIA 1/2" EXTERIOR SOFFIT SEE 2x6 ALUM WRAPPED FASCIA OF TRUSS - REFER TO ELEV. BD. WALUM DRIP EDGE. BD. W/ KNOCKDOWN ELEV. WALUM STRUCTURAL. " ------ 1/2 (MIN.) SOFFIT PER SPECS PLASTER FINISH SOFFIT PER SPECS CLG. BD. SEE STRUCTURAL OL TOP OF WALL (r TYPE'X' GYP. BD. SEE STRUCTURAL PLANS lqw(REFER TO ELEV.) TO BE PROVIDED PLAN WHEN LIVING SPACE SEE x6 ALUM WRAPPED FASCIA IS ABOVE GARAGE) ELEV. BD. WALUM DRIP EDGE. 8" CMU BLOCK SOFFIT PER SPECS W/ CEMENTITIOUS FINISH (BEYOND) HEADER PER STRUCTURALS 8" CMU BLOCK W/ CEMENTITIOUS FINISH 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) OL TOP OF WINDOW (REFER TO ELEV.) SEE STRUCTURAL DRAWINGS PRECAST WIN. SILL $" CMU BLOCK w/ CEMENTITIOUS FINISH -SLOPE GRADE AWAY FROM HOUSE h 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/ ? GYPSUM BOARD ELECTRIC METER LOCATION - SEE PLANS. VERIFY INSTALLATION IN FIELD 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" CL GYPSL w GARAGE a BOARD NICHE F( ELECTRP PANEL & WIRING ELECTRICAL PANEL ELECTRI, PANEL N co zO EXTERIO Ir CMU BLC WALL CONCRETE "' CONCRE CURB REFER CURB RE TO PLANS TO PLAN NATIONAL CODES. VERIFY PANEL CONCRET DIMENSIONS PRIOR TO A SLAB ON CONSTRUCTION. GRADE :::: GRADE A GARAGE EXPANSION JOINT SLOPE GRADE AWAY GARAGE SLAB, DRIVEWAY PER COMMUNITY FROM HOUSE 4„ SPECS SEE STRUCTURAL PLANS SLOPET . SLOPE FIN. FL. FL. SLOPE FIN., FL. FOUNDATION M PER STRUCTURAL DRAWINGS WALL SECTION C@ GARAGE DOOR SCALE: 1/2" = 1'-0" ATTIC OR SECOND FLOOR • . mom —1� •� mime WAAW FLOOR ELECTRICAL PANEL NICHE AT CMU BLOCK WALL SCALE: 1/2" = 1'-O" �— FOUNDATION PER STRUCTURAL DRAWINGS TYP. CMU COLUMN C) LANAI/PORCH SCALE: 1/2" =1'-O" NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION JUN222021 D= W } 2 CC 3: 0 >. - } WOCQO p l- Q W p W fn J W W 5 cc cc cr Y Q F- Z 0dLL00w Z 4Z Z H X.Z J Q J W L _ cr IL � U) 0 U �2ZLL(A F-Q Z 0 t\ O H 0 U I Z O O ICI La� �w mumm M [L U) a U) m< w O x z m< O_ ce 0 OQ wZ aaaaa COMMUNITY: PLAN # 6103 RELEASED: 6/11/20 SHEET A5•2 2X FRAMING FLOOR BARRICADE PLUS WRB SHEATHING PER (OR APPROVED EQUAL) SPEC. RIM BOARD REFER TO STRUCT DWGS. 60 MIN. GRADE D PAPER BACKED I I LATH I I WALL I SHEATHING I Z 7/8" 3-COAT .— STUCCO I I Lo T SHEATHING j FLUSH WITHL-- .o . • BLOCK WALL I I MID -WALL WEEP SCREED/EXPANSION: 1 JOINT 6" SELF ADHERED FLASHIN 5/8" 1 1 CEMENTITIOU i COATING BUILDING FELT ON TOP OF CONC. BLOCK---� UNDER FLOOR MAINTAIN 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"- l'-O" PREFORMED CONTROL JOINT FLANGE OF CONTROL 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/ a" LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED @ 7" 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 a" THICK, 3 COAT CEMENT PLASTER 60 MIN. GRADE D PAPER BACKED LATH 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 2X4 BLOCKING NOTE: 1. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM 01063 2. WIRE TIES TO BE NO. 18 - 0.0475" WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION TO WALL STUDS REQUIRED PER PLAN "L" FLASHING SCALE: N.T.S. gg� cc N T FASCIA WRAP WOOD SHEATHING 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) $" THICK, 3 COAT CEMENT PLASTER METAL LATH LAP WRB & TAPE OVER ROOFMALL 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 7" THICK, 3 COAT CEMENT PLASTER 60 MIN. GRADE D PAPER BACKED LATH BARRICADE PLUS WRB (OR APPROVED EQUAL) WRAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1-1/2" ABOVE SHINGLES ROOF/WALL SCREED 5X5 WALL FLASHING KICK -OUT FLASHING (SEE DTL. BELOW) FELT UNDERLAYMENT SHINGLE ROOFING DRIP EDGE: OVERLAP 3", EXTEND BELOW SHEATHING, MECH. FASTEN 4" O.C. MAX. KICKOUT DETAIL SCALE: N.T.S. 5_ 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 g' THICK, 3 COAT CEMENT PLASTER HORIZONTAL WEEP SCREED - SCALE: STEP 1 FOLE (29 FOLD INWARD @ PT. A STEP 3 UM FOLD @ I . 77° FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C STEP 2 M FOLD INWARD @ PT. A CREASE @ PT. B STEP 4 M WATERTIGHT SEAL. FOLD. DO NOT CUT. U U BOTTOM FLANGE JUN2220 FOLD INWARD @ PT. A CREASE @ PT. B `��• �� .` ,ter • r °`',° ` •, 41. • CREASE @ PT. C �'` ° NcT 7824 FOLD PT. C OVER PT. B TILL * : PT. C TOUCHES BOTTOM FLANGE�' ci '9,0 . NA a ilic'.11` W } 2 cr- �00� } >Ccc¢O fr UWw c) Q=WF- J (n W W IYcr_ o�Zz�W cr_ < Z J Wn-2cca �000U = Z LL 0 �F-¢Z� cz'cz c o o 2 0 0 U � O � z Ono LL' 0 u� 0 0 I..l 0 0 a� = aw w a wA a� 1=0 w 0 x z 41 0 W 0 og �o COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 6103 RELEASED: 6/11/20 SIFT wpw l r r ; j i 7 T IL 1 l _r { I WRB INSTALLATION j c SEAL EDGE OF P.T. WOOD BUCK TO MASONRY JUN 9 2 2025 778 4 a I1 E OF :I O • ,°moo Fs 4 O �: AC?�`�%��` �';S10N� e`\,!`�� 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. Barricade Flash Right SBS ' Window' & Door Flashing Tape I: e • Barricade Sill Corners • Barricade Conform Stretchable Flashing WOOD OPENING WATERPROOFING SCALE: N.T.S. rr Cr UJ �o°� WWz0 > Q O W I - Cc U W Cn Lu QzwF-- 2 � � J !Y cr fY Y O 1-- z ,6LL00co zzz~z rr,aQ2-1 W CL a_ Jcnp00 ::)=zWcn P Q ? 7-4 N r\ � � C F- 0 0 0 r� V l� p v . j Z M r~ cn O 0 0J i O I a w w wa. U) A:t w O x z Oct o_ �c U Cn W Z OQ w aaa! a wZ COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 6103 RELEASED: 6/11/20 SHEET GYP-2 Y SCALE: N.T.S. I� OWNER'S SUITE ADD BLOCKING ADD BLOCKING --------- ----� I I I I I I I I I I ADD BLOCKING BEDROOM 4 SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4"=1'-0" W ADD BLOCKING u_ - r----T LAUNDRY; 10 L--J II L------ U' r---- --n'! o cli N II LA I n i I` L----t-u T iDISCONNECT O O 2 v BR3 wic MECH ADD BLOCKING BEDROOM 3 -4-- A/C DISCONNECT FIRST FLOOR ELECTRICAL PLAN 20 AMP DED. OUTLET FOR HOOD/ OPT. MW HOOD - RANGE FIELD VERIFY METER SCALE: 1 /4"=1'-0" 2" PVC CONDUIT 2-2/0 COPPER 1 -1 /0 COPPER 0 OR 2-4/0 ALUMINUM 200 AMP 42 METER 1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT #4 COPPER OR ALUM. BREAKER PVC fl /2" PVC CONCRETE ENCASED GROUNDED ELECTRODE 1� � M_ - I i 'I 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 e THREE-WAY SWITCH FOUR-WAY SWITCH -�- KEYLESS LIGHT FIXTURE CEILING MOUNTED LED LIGHT FIXTURE �- WALL MOUNTED INCANDESCENT LIGHT FIXTURE qfp VAPOR PROOF LIGHT FIXTURE +a LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION O CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) ® COMBINATION SMOKE / CO2 DETECTOR ® SMOKE DETECTOR a4 TELEPHONE (OPTIONAL) Q TELEVISION (OPTIONAL) 01 ELECTRIC METER = ELECTRIC PANEL -i+- DISCONNECT SWITCH Q JUNCTION BOX STANDARD ELECTRICAL LINE NOTES: 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AND ARC FAULT CIRCUIT INTERRUPTERS (AFCI) PER 2014 NEC 210.12 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR: SWITCHES ........... 42" OUTLETS.............14" ABOVE COUNTER OUTLETS ...... 46" TELEPHONE ......... 14" TELEVISION .......... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4.OUTLET AND LIGHTING RECEPTACLES FOR ALL DWELLING ROOMS, WITH THE EXCEPTION OF KITCHENS, BATHROOMS, AND GARAGES, SHALL REQUIRE AFCI PROTECTION. 5. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N.F.P.A. 70A, FLORIDA RESIDENTIAL CODE 2017, NFPA 2014 AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 6. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. 7. CIRCUIT NUMBERS ARE FOR REFERENCE ONLY. 8. LUMINIAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF 2014 NEC 410.16(A) & (B) 9. RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED 10. A MIN OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS 11. GFCI DEVICES SHALL BE READILY ACCESSIBLE 12. REFER TO ENERGY CALCULATIONS FOR ADDITIONAL INFORMATION. 13. PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN COMPLIANCE WITH NEC 110.26. 14. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. 15. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE PER FBC E3901.9. Iz W 2 cr- �OOF=- >owCQO W:)0E- U) 0 Lu < Z) I J�L1J� ccr_ Et �1 0 - Z 06u-00U) Z Z H Z_ Z QJ L1JCL=�� �U)cl0Q QZD cz.� 0 n Q o O � a �3 Fa- 0 0 z 0 al Im0J (n U f4l%wU u O .j U Z w j U) m< w I••I 0 �' o 0 x m z m< O_ R 0: 0 Oo Edz aaaaa COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 6103 RELEASED: 6/11/20 SHEET Elel C'7 00 Tmll SLAB PENETRATION PLAN SCALE: 1 /4"=1'-0" W }2� �00� } >�<0 WC,F- CC cAUZE W W W �� >g nc�� Y 0 I- z ,du-00U) zzzP:z cc < � W a.=c� _3cnp0U �2ZLLcn H Q z 0 q) LZ cz Q O O O Z U oO W-j ,,,,,, m P 4m < O z wa w w im a. 4t w (J) O x Z >! tn W 0 Oo 1=Zaa�aa COMMUNITY: PLAN # 6103 RELEASED: 6/11/20 SHEET P`I.1 MASONRY LINTEL ASSEMBLIES 5EE SCHEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO - PREGAST LINTEL `' BOTTOM REINP. PRECAST LINTEL w/ W/ EhEEDDED REIN. � I I R'®EDDED REINF. MB-1 MB-2 m� TOP REIW. OR GONT. CONT. BOND BEAM EIOND BEAM REINF. REW AS REGtb _ - 6Rour 6MIT BOTTOM REW BOTTOM REIW. PRECAST LINTEL r✓ PREGA5T LINTEL WEMBEDDED ENDED REINF. REIN. MB-3 MB-4 MASONRY LINTEL DETAILS REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT MB-I 8F8-0B/OT ----- ----- MB-2 8F8-IB/OT ---- (1) #5 M5-3 BFIb-IB/IT (1) #5 (1) #5 M13-4 DRFI4-15 ----- ----- APPROVED LINTEL MAR FAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S CONCRETE. NOTE5: I. ALL LINTELS W SPANS 6REATER THAN 14'-O" SHALL BE PRESTRESSED. 2. SHORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT SHALL BE 6RADE 60, fy=bO k51 b. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 5IZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENIN6 BELOW SHEET LIST INDEX SHEET DESCRIPTION SHEET TITLE S-0.0 5TRUGTURAL NOTES F-1.0 5LAB PLAN F-2.0 BLOCK PLAN 5-1.2 2ND FLOOR FRAMIN6 PLAN 5-1.3 ROOF FRAMING PLAN 5D-I FOUNDATION DETAILS 51?-2 STRUCTURAL DETAILS 50-3 STRUCTURAL DETAILS 1`5513-1 STRUCTURAL DETAILS GENERAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BASED ON bth EDITION (2011) FLORIDA BUILDIN6 CODE. • FOOTIN6 DE516N - THESE FOOTIN65 HAVE BEEN EN6INEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 11500 PSF. • ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT W/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALL5 TO 5LA13 WITH Y4" DIA. x 23/4" LONG TAPGON5 0 32" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY 6ORR0510N-RE515TANGE COMPATIBILITY OF HARDWARE # FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • CONCRETE DES16N BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRES51VE 5TRENOTH5 IN 28 DAYS, U.N.O.: Pc = 2,500 psi: ....... FOOTIN65 2,500 psi:....... SLABS ON GRADE (INTERIOR 8 EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LESS THAN 5% OR MORE THAN -7% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FINISH GRADE. • FOOTIN65 AND 5LA135 ON GRADE SHALL BEAR ON VIRGIN 501L OR 159 COMPACTED FILL. • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT 015CONTIN0005 END OF REINF. • GROUT SHALL BE A5TM G41b F'c=3000 P51 w/ MAX 3/8" AGGREGATE • CONCRETE MA50NRY UNITS SHALL BE A5TM GqO WITH A MINIMUM 6OMPRE551VE 5TREN6TH OF Ig00 P51 (F'M = 1500 P50. ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON AGI 530/530.1 • REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL ED BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL AL16N WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTIN6 DOWEL. • 6ROUT 50LID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAM5 ARE TO BE 8" CONT. FULL LEN6TH OF WALL w/ (1) #5 BAR GONT. (TYP. @ EXT. PERIMETER) • PROVIDE (1) #5 BAR 6ROUTED 50LID ON EACH 510E OF ALL MASONRY OPENINC75 AND AT ALL WALL CORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MASONRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-O" O.G. IN EXTERIOR WALLS. (AS 5HOWN ON PLANS) • ROU6H OPENIN65 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL INSIDE GORNER5 OF SLAB EDGES, 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 SLAB (I" FOR A 4" SLAB) • JOINTS SHALL BE LOCATED o 12'-0" O.G. (RECOMMENDED) OR 15'-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE AS CLOSE TO SQUARES AS POSSIBLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SPECIFICATIONS (TYP. U.N.O.) DESCRIPTION OF BLD6. ELEMENT 3"xO.131" NAILS 3"x0.120" NAILS JOIST TO SOLE PLATE (3) TOENAILS (3) TOENAIL5* SOLE PLATE TO JOIST/BLK'6, (3) NAILS 0 4" o.c, (3) NAILS 0 4" o.c. STUD TO 50LE PLATE 2 TOENAILS (3) TOENAIL5* TOP OR SOLE PLATE TO STUD 2 NAILS 3 NAILS RIM TO TOP PLATE TOENAILS o 8" o.c. TOENAILS 0 6" o.c.* BLK'S. BTWN. 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 0 W' o.c. DOUBLE TOP PLATE LAP 5PLIGE q NAIL5 IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP 0 CORNERS 4 INTERSEGTIN6 WALLS (2) NAILS (2) NAILS * 2Y2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"0.120% SAME 5PACIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE * ARE SHOWN) TH15 MODEL HA5 BEEN DE516NED IN AGGORDANGE WITH THE 6th EDITION (2011) FLORIDA BU I LD I N6 CODE (5EGT1 ON 1(90q) LATERAL DES16N REQUIREMENTS FOR THE FOLLOWIN6 WIND SPEED � EXP05URE ONLY: 140 MPH - EXP. B WIND I MPORTANGE FAGTOR = 1.0 INTERNAL PRE55URE GOE1=E I G I ENT = ENGL05ED, +/- 0.18 ANY WIND 5PEED/EXPO5URE NOT L 15TED HERE REQUIRE5 FORMAL EVALUATION APPROVAL FROM MULHERN � KULP 5TRUGTURAL EN61 NEERI N6. EXTERIOR 4 SHEAR AALL SHEATH I N6 SPECIFICATIONS INDICATES LOCATION AND EXTENT OF 5HEARWALL WHIGH REQUIRE5 5HEATHIN6 AND/ OR FASTENING SPECIFICATIONS BEYOND THAT OF STANDARD CONSTRUCTION 5YMB0L SHEAR PANEL SPEC. 15/32" PLYWOOD OR 05B FASTENED W PI 2Y2"x0.131" NAILS @ 6" o.G. ALON6 PANEL ED6E5 AND 12" o.c.. IN THE PANEL FIELD. 15/32" PLYWOOD OR 05B FASTENED W P3 2Y2"x0.131" NAILS @ 3" o.G. ALONG PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALL5 w/ 15/32" PLYWOOD OR 05B FASTENED w/ 2 "xO.131" NAILS @ 6" O.G. AT ALL PANEL ED6E5 AND 0 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL E06E5 SHALL OCCUR OVER FRAMIN6 OR 2X BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL E06E AND FA5TENIN6 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMIN6 @ I6"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER w/ 3V2"x0.131" NAIL5 @ 16"o.c. U5E (8) 3Y2"xO.131" NAILS @ EA. LAP SPLICE. (TYP. U.N.O.) 4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALL5 ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENIN65. 5. SEE ARCHITECTURAL DRAWIN65 FOR ADD'L WALL GON5TRUGTION REQUIREMENTS. 6. ALL EXTERIOR WALLS ARE GON5IDERE05HEARWALL5. 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 5HEARWALL5 50 LONG AS THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 ED6E NAILING REQUIRED AND OCCUR 16' MINIMUM FROM THE ENDS OF THE 5HEARWALL. Window $ Door Allowable Wind PreSSure5 140 MPH Wind Zone Ex o5ure B OPENING SIZE INTERIOR ZONES END ZONES 6 6arage Door +18.5 P5F/-20.1 P5F +18.5 P5F/-20.1 P5F 16Garage Door +11.1 PSF/-I1.1 PSF +11.1 PSF/-I1.1 PSF 10 SOFT. +21.2 P5F/-22.1 P5F +21.4 P5F/-28.3 PSF 20 SOFT. +20.2 P5F/-22.0 P5F +20.2 P5F/-26.4 P5F 50 SOFT. +11.0 P5F/-20.8 P5F +11.0 P5F/-23.1 P5F 100 SOFT. +18.0 PSF/-Iq.8 PSF +18.0 P5F/-22.0 PSF 500 5QFT. +15.6 PSF/-11.6 PSF +15.8 P5F/-17.6 P5F mEnd Zone 15 defined as the smaller of 10% of least horiz. dim. or 40% of mean roof height. NOTE: Pressures charted here are allowable pressures and have been reduced per A56E 1-10 section 2.4.1 from vitimate pressures. Divide allowable pressures above by a factor of 0.6 to obtain vitimate pressures. ROOF FRAMING • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF SHEATHING SHALL BE 711b" MIN. 05B/PLYW001) SHEATHING 24/6 EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"0.113" RING SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL E06E5 4 o b" O.G. IN FIELD. FASTEN SHEATHING TO 6ABLE END $ DRAG TRUSSES w/ RING SHANK NAILS o 3" O.G. (U.N.O.). PROVIDE 13LOGKIN6 ALONG PANEL E06E5 AT FIRST 2 TRU55 BAY5 FROM 6ABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGES. • 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 0 24" O.G. • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRUSS MANUFACTURER, UNLESS OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRUSSES PER WTGA d TPI'5 BG51 I GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6 4 13RAGINO OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRUSS SHOP DW65. SHALL BE SUBMITTED TO ARCH $ ENO. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 8 SHORT SPAN ROOF TRU55E5 w/ 2x4 LED6ER FASTENED TO FRAMIN6 w/(2) 3"4.131" NAILS o 16" O.G. UPLIFT CONNECTORS BEARING CONDITION TRU55 CONNECTOR LENGTH < 15' SIMP50N H2.5T 51NOLE ROOF TRUSS BEARING ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRU55 5EARIN6 ON WOOD STUD WALL/WOOD BEAM ALL SIMP50N HT520 51N6LE ROOF TRUSS OR PORCH ALL 51MP50N HETAIb BEAM BEARIN6 ON GMU WALL ROOF 6.T., FLUSH BEAM OR ALL (2) 51MP50N HETAIb FLUSH G.T. BR6. ON GMU WALL ALL 13EARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR AS LISTED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DES16N STANDARDS FOR METAL PLATE CONNECTED W00D TRU55 CONSTRUCTION". MdK HAS EN6INEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENT5 OF A5GE-1-10. ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRAWING SHALL SUPERSEDE THE TRUSS MANUFACTURER'S UPLIFT CONNECTOR SPEGIFIGATION5 AND LOADS SHOWN ON THE SHOP CARDS. LEGEND • ® INTERIOR BEARING WALL • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL • I: ' : I EXTENT OF OVERFRAMIN6 •--- -- - -------INDICATES 1/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HANGER INDICATES POST ABOVE. PROVIDE 50LID BLOCKIN6 UNDER P05T OR JAMB ABOVE. t 6ENERA�L STRUCTURAL NOTES seal, $q���� •c^c rY ` s • DE516N 15 BASED ON bth EDITION (2011) FLORIDA BUILDING CODE. .' • N zz 24 • WOOD FRAME ENGINEERING 15 BASED ON N05, "NATIONAL DE516N -o i SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. S I TE 07 • DE516N LOA05: S:c< 0 R ROOF LIVE = 20 P5F © copyrght DEAD = l P5F T.G., 10 P5F B.G. Struc 60Ee'inedrtly?tc. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 STAIRS DEGK5) a CD z = 30 P5F 0 SLEEPING AREAS = 50 P5F 0 6ARA6E J W = 200 # POINT LOAD 0 6UARD5/HANDRAIL5 = Z o = 50 P5F e GUARD IN -FILL COMPONENTS DEAD = 10 P5F (20 PSF TOTAL ® TILE) CD WIND ULTIMATE WIND SPEED 4 EXPOSURE AS LISTED '-'' CL R15K GATE6ORY II "'� -' E .n GENERAL FRAMIN6 Z I`_ Q U � • EXTERIOR WOOD STUD BEARING WALLS SHALL BE 2x 5PF#2 OR S E 5YP#2 o I b" O.G., OR BETTER (TYP. U.N.O. ON PLANS). W N = a • INTERIOR WOOD STUD BEARING WALLS SHALL BE 2x 5PF OR 5YP T 'STUD' GRADE LUMBER o I b" O.G., OR BETTER (TYP. U.N.O. ON PLANS). ~ ami �o • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x LU o 'STUD' GRADE MEMBERS SPACED 0 I b" O.G. (MAX). 0 0 • ALL NON-BEARIN6 INTERIOR STUD WALLS SHALL BE CONSTRUCTED g a WITH 2x 'STUD' GRADE MEMBERS 5PACED 0 24" O.G. (MAX). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD $ (1)2x KIN6 STUD, MINIMUM. - - THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK 5TU05 REQUIRED, U.N.O.. • ALL HEADERS, BEAMS 4 OTHER STRUCTURAL MEMBERS SHALL BE SPRUCE -PINE -FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). M&K project number: • FACE NAIL MULTI -PLY 2x BEAMS $ HEADERS W/ 3-ROW5 OF 3"xO,131" 068-2001 1 NAILS o 12" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FAGE5 o project mgr: NJ M 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 d 2x8 MEMBERS. • FACE NAIL BUILT UP 2x PO5T5 W/ 3"0.131" NAILS 0 16" O.G. drawn by: KG K 5TA66ERED. APPLY NAILIN6 FROM BOTH FACES 0 3-PLY OR MORE CONDITIONS. issue date: 05-26_20 REVISION$: • REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALLS w/ -7/16" OSB date: initial: FASTENED w/ 2Y2"xO.131" NAILS @ 6" O.G. @ ED6E5 $ 12" O.G. m CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL EDOE5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE SOLID 13LOCKINO IN FLOOR SYSTEM UNDER ALL POSTS CONTINUOUS TO FOUNDATION/BEARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: tp ^' • ~ CIO ty • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10A6 psI • LVL - Fb=2600 psi; Fv=285 psi; E=2.0x10^6 psi . FOR 2 $ 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OF 3"0.131" NAILS o 8" OIG OR 2 ROW54"x%" SIMP50N 505 5GREW5 (OR 3Y2" TRU55LOK 5GREW5) 0 16" OIG. USE A MINIMUM OF 3 ROWS FOR BEAM DEPTHS OF 14" OR GREATER, Cz APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/5GREW5 2" FROM E06E. 50LID 3Y2" OR 5Y4" BEAMS ARE ACCEPTABLE. USE 2 ROWS OF NAILS FOR 2x6 4 2x8 r MEMBERS. Q • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROWS OFY4"xb" 51MP50N 505 5GREW5 (OR b 3/4" TRU55LOK 5GREW5) o Ib" OIG. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FASTENING AT BOTH FACES (ONE SIDE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. A SOLID T BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL STUDS IN CONTACT w/ GMU WALLS SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LONG TAPGONS 0 24" O.G. r� Tu l Q 0 FLOOR FRAMING • I-J015T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY I -JOIST /TRU55 MANUFACTURER, UNLESS OTHERWISE NOTED. • I-JOIST/TRU55 SHOP 016165. SHALL BE SUBMITTED TO ARCH. d ENG. w 0 z �i Tw1 a FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • FLOOR 5HEATHIN6 SHALL BE 23/32 GONFORMIN(5 TO P52-04, 24" O.G., EXPOSURE I, TON6UE AND 6ROOVE ED6E5, FASTEN 5HEATHIN6 TO FRAMING MEMBERS W/ GLUE AND 3"xO.131" NAILS o b" O.G. AT PANEL EDGES t 12" 0.6, AT INTERMEDIATE SUPPORTS. i �--1 O IL W 'Q T T T :31 U :D x F-4 U) 0 U z o) N< W > 0 J TYPICAL 5TAIR GON5TRUCTION NOTE5 • (3) SINGLE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR LANDING, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM w/ (1) 51MP50N A35 CLIP AT EACH 5TRIN6ER. • FASTEN 2xb P.T. PLATE TO CONCRETE SLAB w/ (3) 3/16" DIA. x 3 Y2" LONG TAPGON5. • FASTEN END 5TRIN6ER5 TO ADJACENT WALLS w/ (2) 3"4.131" NAILS FSM000 AT EACH STUD, WHERE APPLICABLE. • PROVIDE 3/4" FLOOR DEGKIN6 ON RISERS AND I" FLOOR DEGKIN6 ON TREADS. • SEE STAIR FRAMING 5EGTION FOR MORE INFO. 0 N 0 N 2 5D- 1 . 16'-8" 1,& 12 I -oil 2'-0" i. 1 1'-4" • 1. • PATIO SLAB: 3 Y2" GONG. SLAB ON GRADE (2500 PSI MIN.) w/ 6x6-W1.4 K.4 MESH OR FIBER MESH ON q5 GOMPAGTED FILL OR VIR61N SOIL. I� I I _ I LU I � I 12" WIDE GONG. TURNDOWN EXTENDED MIN. 12" BELOW GRADE 1 7 q I 2 HVAG I SD -I SD -I 3 y2" STEP I 5D-I UNIT I 5.6.0. RECESS PER MANUFAGTURER5 m IN5TRUGTION I �n I NOTE: REFER TO BLOCK PLAN FOR ALL DOWEL LOCATION DIMEN510N5. GONGRETE SLAB: 3 y2" GONG. SLAB ON GRADE (2500 P51 MIN.) w/ 6x6-WI.4xWl.4 MESH OR FIBER MESH OVER 6 MIL. POLY ON q5 GOMPACTED FILL OR VIRGIN SOIL. • 6'-II 1/2" 1'-0" 11'-4 1/2" 7'-10 1/2" I 12'-q 1/2" 1 L _ _ s —,�I' 1 3 y211 STEP — — — I • • I \ \-1 4 3 y211 STEP — 8�� xl6�� THIGKENED �� 24�� x24�� xl2 PLAIN r 10 SLAB UNDER GONG. FT6. I I 5D-so I N • 5D- I BEARING WALL T_ I I 4 I (TYP. (TYP.) I I 5D-I •I I 4 1 — — — — _ - - — — — — _ _ _ _ _ _ - �� I 6ARA6E SLAB: I • J 3 Y2" STEP 3 )12" GONG. 5LA13 ON GRADE I 11, (2500 P51 MIN.) w/ 6x6-W1.4xW1.4 sI 01 13'-1 1/4" I 6'-2 3/4" MESH OR FIBER MESH OVER 6 MIL. POLY ON q5 GOMPAGTED I FILL OR VIRGIN 501L. I I • I I I I I I• -3 y2" STEP LU I I 5D- I I •I I 6 I � I o I 5D-I-------- ---- ---J I �— — — — — — — — -i , 24"x24"x12" PLAIN 3 • ' ' • SD -I • GONG. FT6. w/ TOP OF 5D-I —711 FT6. 12" BELOW TOP OF 2 HOUSE SLAB (TYP. OF 2) 5D-I 21—PjIt 1/ 1_011 C 21_ 11 14_04,-8„ 21 1-411 le 40'-0" SLAB PLAN SCALE: 1/4"=1'-0" (22x34 SHEET) SCALE: I/8"=1'-0" (110 SHEET) 2 5D- 5 5D- OO c 0 N 0 N LECGEND • ® INTERIOR BEARING HALL • _ _ _ = BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL • I : ' : I EXTENT OF OVERFRAMING L'__-'J •-- - --—INDICATE5 1/8"A" SAW GUT GONTROL JOINT INDIGATE5 LOCATION OF REINFORGED GMU GORE (5EE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE SOLID BLOGKINO UNDER POST OR JAMB ABOVE. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES ff SCHEDULES seal: ry�71T_. � I"' -,-, A N 778 00 4 ST E 0 © copyright s"NiiCPJA %- � Structural94AIAr , Inc. Z JJ W W z c z c- W C J a L m Z= a ca U • -W 4 CM4 oc =_ EE W 322 °> =� m E a ;. Q J'= z W y om m Uh W W =o N Cr) a IV IV M&K project number: 068-200 1 1 project mgr• N J M drawn by: KG K issue date: 0 5-2 6-2 0 RNSIONS: date: initial: sheet: M A, C Z 4 0 J LL. J W ui � Q z 0 0� W J 0 U 3: z ¢ d > r*--Y 0 zJ Flo i,,o LEGEND i t— 1111 on 1, 5'-8:: 6'-4:: 7'-10" 6'-2" L#4'-10" „ 3'-2" „ 6'-0" L • = = = = =) BEARING WALL ABOVE • BEAM / HEADER • = = LOCATION AND EXTENT OF 5HEARWALL o 1: ' :1 EXTENT OF OVERFRAMIN6 L-'___'J 9 ---- --- .._-°—INDIGATE5 1/8"A" 5AW GUT GONTROL JOINT INDIGATE5 LOGATION OF REINFORGED GMU GORE (5EE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKINO UNDER P05T OR JAMB ABOVE. MASONRY LINTEL DETAILS REINFORCEMENT MARK DE-516HATION TOP BOTTOM SHEAR REINFORCEMENT MB-I SFS-OB/OT ----- ---- MB-2 8F8-I5/OT ---- (1) #5 MB-3 8FI6-I5/IT (1) #5 (1) #5 MB-4 8RFI4-IB ---- ---- APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE, QUALITY PREGA5T CO., AND LOTT'S CONCRETE. NOTES: I. ALL LINTELS W 5PAN5 GREATER THAN 14'-0" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTEL5 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=(o0 ksl 6. ALL LINTEL5 SPECIFIED ON PLAN ARE MINIMUM 517E REQUIRED BY DE5I6N. 1. ALL LINTEL5 ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW MASONRY LINTEL ASSEMBLIES 5EE 5GHEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO =:" r . GROUT _ __ 6ROUT {'? BOTTOM REINF. PRECAST LINTEL w/ PRECAST LINTEL K/ PRECAST L NTEL � I I EMBEDDED REIPF. M}BQ�I m� TOP FEW OR CONT. GONT. BOND BEAM BOND BEAM REIN. --=_ REIPF. AS REQ'D - 6ROUr 6ROIlT _ - BOTTOM FEW BOTTOM REINP. PRECAST LINTEL w/ PRECAST LINTEL W EMBEDDED REINF. EMBEDDED REIPF. •{��Q-�� (V tl�a-�IF MB-3 MB-4 REFER TO 5-0.0 FOR TYPIGaL STRUCTURAL NOTES ff SCHEDULES NqJ77824 e • � O S T E OF o. N. cD copyright : MuLAERM Y�II��'�"� Structural Engineering, Inc. ocD Z J� w w z N �Z z w J a i � Q Z= I— U • .r 4 � W � C/� c 32 j T � + a m Q A �Z �� W Y 29 y W m Lh o N C5 a IV 7 M&K project number: 068-200 1 1 project mgr, NJ M drawn by. KG K issue date: 05-2 6-20 REVISIONS: date: initial: d 0 rx 0 J LL U) W 0 Q Z 0 (- z U) W BLOCK PLAN w SCALE: 1/4"=1'-0" (22x34 SHEET) 0. 0 'Q SCALE: 1/6"=1'-0" (110 SHEET) I~ U Z 0 �� J > 0? M J J sheet: Fm2.0 2x3 LEDGER EA GMU w/ (2) Y4" DI LONG TAPGON5 LEGEND • ® INTERIOR BEARING WALL • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL PPAP I ANA1 nPnPPPn REAMS. • L'iiiJ EXTENT OF OVERFRAMIN6 2ND FLOOR FRAM I NG PLAN SGA LI: 1/4"=1'-0" (2244 SHEET) SCALE: 1/5"= V-0" (110 SHEET) *---- - - —INDIGATE5 1/8"xl" 5AW OUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE i .. (SEE NOTES) J L METAL HAN6ER INDICATES P05T ABOVE. PROVIDE SOLID 13LOGKIN6 UNDER POST OR JAMB ABOVE. HOLDOWN / STRAP SCHEDULE SYMBOL 5PEGIFIGATION FASTEN BUILT-UP POSTS 5UPPORTIN6 ROOF G.T. TO GMU WALL w/ (1) 51MP50N M5TGM40 STRAP w/ (12) Y4" 5T-1 DIA x V4" LON6 TAPGON5 INTO GMU. DES16N ACCOUNTS FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5. (USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.O.) 4x6 P.T. P05T PROVIDE (1) 51MP50N G520 STRAP ON EACH EXTERIOR FACE OF POST, q" MIN END LENGTH DROPPED BEAMS PER PLAN REAR W001 LANAI TYP. BEAM TO POST CONN. ROOF FRAMI NC6 • SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS CONNECTORS. • ROOF SHEATHING SHALL BE 7/I6" MIN. 0513/11LYWOOD 5HEATHIN6 244 EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 %,-' 0.113" RING SHANK NAILS (R5R5-01 OR EOUIV.) 0 6" O.G. AT PANEL E06E5 o 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END t DRAG TRUSSES w/ RING 5HANK NAILS o 3" O.G. (U.N.0). PROVIDE BLOGKIN6 ALONG PANEL EDGES AT FIRST 2 TRU55 BAY5 FROM GABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGES. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRUSS ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR CLIPS 0 24" O.G. • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERN15E NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER WTGA 4 TPI'5 13G51 I GUIDE TO 600D PRACTICE FOR HANDLING, INSTALLIN6 4 BRAGIN6 OF METAL PLATE CONNECTED WOOD TRU55E5." • ROOF TRUSS SHOP DW65. SHALL BE 5UBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRU55E5 w/ 2x4 LED6ER FASTENED TO FRAMIN6 w/(2) 3"0.131" NAILS o 16" O.G. UPLIFT CONNECTORS BEARING CONDITION TRU55 CONNECTOR LENGTH < 15' 51MP50N H2.5T SINGLE ROOF TRUSS BEARING ON > 15' 51MP50N HIOA WOOD 5TUD WALL/WOOD BEAM ROOF 61RDER TRU55 BEARIN6 ON ALL SIMP50N HT520 WOOD STUD WALL/WOOD BEAM 51N6LE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL ROOF 6.T., FLUSH BEAM OR ALL (2) 51MP50N HETAI6 FLUSH G.T. BR6. ON GMU WALL ALL BEARING POINTS OF EACH ROOF TRUSS SHALL BE CONNECTED WITH CONNECTOR AS LISTED ABOVE. IT 15 THE RE5PON5113ILITY OF THE EN61NEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRUSS UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-10. ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWING SHALL SUPERSEDE THE TRUSS MANUFACTURER'S UPLIFT CONNECTOR SPECIFICATIONS AND LOADS 5HOWN ON THE SHOP CARDS. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES $ SCHEDULES seal: ry%%I,- ; N 77824 V x S s TE OF ;eCir h © copyright: t�d111��$�?, Structural Fhgle,nng, Inc. M&K project number: project mgr drawn by: issue date: RRSIONS: date: 0 0 J LL Q z IN sheet: 068-200 1 1 NJM KGK 05-26-20 J W 2 0 inKial: 0) I~ 0 J d Q 0 J U. Sm 1.2 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O LL O W LL v 0 LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL 1 • • :::::: • 1 EXTENT OF OVERFRAMIN6 L'--_'J •------ -- _.__ ------INDICATE5 1/8"A" SAN GUT CONTROL JOINT INDICATE5 LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HAN6ER INDICATES P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER POST OR JAMB ABOVE. ROOF FRANIN6 • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS GONNEGTORS. ' ROOF SHEATHING SHALL BE 7/Ib" MIN. 0513/PLYW00D 5HEATHIN6 24/16, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/,5NO.113" RIN6 SHANK NAILS (R5R5-01 OR EGUIV.) 0 6" O.G. AT PANEL E06E5 d 0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END d DRAG TRUSSES w/ RING SHANK NAILS o 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALONG PANEL ED6E5 AT FIRST 2 TRUSS 13AY5 FROM 6A5LE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGES, • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. ' TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELON w/ 51MP50N VTGR CLIPS o 24" O.G. ' ALL METAL HANOER5 SHALL BE SPECIFIED BY THE TRUSS MANUFACTURER, UNLE55 OTHERN15E NOTED. ' EREGT AND INSTALL ROOF TRU55E5 PER NTGA d TPI'5 BG51 1 " GUIDE TO 6000 PRACTICE FOR HANDLING, INSTALLING 4 BRACIN6 OF METAL PLATE CONNECTED HOOD TRU55E5." ' ROOF TRUSS SHOP DN65. SHALL BE SUBMITTED TO ARCH d EN6. FOR REVIEN AND APPROVAL PRIOR TO FA13RIGATION OR DELIVERY. • SUPPORT PORCH t SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"x0.131" NAILS o 16" O.G. UPLIFT CONNECTORS BEARING CONDITION TRU55 CONNECTOR LENGTH < 15' SIMP50N H25T 51N6LE ROOF TRUSS BEARIN6 ON > 15, SIMP50N HIOA WOOD STUD NALL/NOOD BEAM ROOF GIRDER TRU55 BEARING ON WOOD STUD WALL/NOOD BEAM ALL SIMP50N HT520 51N6LE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL ROOF G.T., FLUSH BEAM OR ALL (2) SIMPSON HETAI6 FLUSH G.T. BR6. ON GMU WALL ALL 13EARIN6 POINTS OF EACH ROOF TRUSS SHALL BE CONNECTED WITH CONNECTOR AS L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF REGORD TO DE516N THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DESIGN STANDARDS FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-10. ALL UPLIFT CONNECTORS AND LOADS PER THIS DRAWING SHALL SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT GONNEGTOR 5PEGIFICATION5 AND LOAD5 5HONN ON THE SHOP CARDS. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 8 SCHEDULES seal: N 77824 � � T E OF :,4/' OR Vv S ••Ve ��,`�� cD copyright : MULHE�dIINNINA ►� Structural Engineering, Inc, acD Z J� w w \/ CM z i z Z w J Q Z U W� T � i w JZ W G y W 7 M&K project number: 0 rn Q • a c 3 •_ -mac m E < mg cco m � CM o CN d 068-200 1 1 project mgr: NJ M drawn by: KG K issue date: 05-2 6-20 REVISIONS: date: initial: Cz Z d 0 LL W 0 Q Z W- z 0 I(L d R �RAMI SPAN W -J 00 N L � SCALE: 1/4'*'-0" (22x34 SHEET) LL 0 SCALE: 1/6"=1'-0" (110 SHEET) LL z o) < 0 �U) I~ Z 0 > 0 � I JJ sheet: Spol.3 FILLED CELLS � ::: (SEE FLAW'' «< 4" GARAGE .>> TOP V aN �GORNER F 7 GONG. OR PAVER DRIVEWAY GARAGE WALL BEYOND m l �411 L GARAGE (SEE FLAW AB I6"x8" THICKEN EDGE W/ (2) #5 CONT. THICKENED EDGE ® GARAGE DOOR DETAIL 6" GMU BLOCK 8" CMU (1) #5 VERT. FROM FTC, TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID R4.1 FI-FOIL OR EQUAL OVER 3/4' FURR STRIPS -PER BUILDER HOUSE SLAB (SEE FLAW z d ° ' 11 GRADE ° ° ° - _ _ I _ I—III—III=1 I —I -1 I I— _ I I I tY l III I I —I I I —I I —I I ... ' .' o —I I I— `' I I I � 1 °' I =I I I —I I I— - '—I I m I 113 11 El 15 =) I I— . . III 1) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. (SEE PLANS FOR LocATIOW GLEAN COMPACTED � I"1 11 I I III I C I III I l i 111- FILL o 95%, MONOLITHIC, FOUNDATION STANDARD DENSITY I -0 W/ (2) #5 CONT. ON CHAIRS MIN. WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" CMU WALL SHOWN, FTC. SHALL BE I'-4" WIDE W (2) #5 BARS POOTI NG 5EGT1 ON W/ BLOCK DETA I L WALE: NTS 8" WIDE GONT. 8" CMU BLOCK R4.1 FI-FOIL OR EQUAL GONG. CURB BEYOND OVER %4" FURR STRIPS (1) #5 VERT. FROM FTC. EXTERIOR DOOR -PER BUILDER TO BOND BEAM. LAP w/ HOUSE 5LA13 w MTL. THRESHOLD FOUNDATION DOWEL GARAGE 5LAB (SEE FLAW SET IN SEALANT MIN. 30 GROUT CELL } (SEE PLAN SOLID PAVER5 ° (SEE PLANS) IL Z x " - III —III —III —III_ .. III —III —III —III (z GRADE I I=1 11=III=III-1 I III —I I —I 1—III—I .IIIM 11- tY rz=I 5 II=— 1 I-' =III=I 11= d 1=III III=1 I I —III —I 1-' o z III—� III=1I ` MI I I —III —I I. III—� III=1I a I —III —III —I I- -I I III —III —I I III = I —I I HE E 11—I I -' � ' I=1 in III I I � . • ... � %4� - ' I=1 m III °—=I- 1) #5 DOWEL W/ 6" HOOK AT I =11 — III=11 I—III—i ALL VERT. WALL REINF. 1=I I III=III= IIIi-,I I' (SEE PLANS FOR LOCATION) III I I III=III=III 111i MONOLITHIC i—I 11=III—I 1=1 - I=1 1 1=III—III=111- GLEAN COMPACTED' " III =III= I I GLEAN GOMPAGTED III =III= I I FOUNDATION W1(2) #5 FILL o 95% I'-0" MONOLITHIC FOUNDATION FILL o 15% STANDARD I'-O° GONT. ON CHAIRS STANDARD DENSITY MIN. I W/ (2) #5 CONT. ON CHAIRS DENSITY AND TERMITE MIN. TREATED WHERE 2ND 5TORY WALL WHERE 2ND STORY WALL OGCUR5 DIRECTLY ABOVE THE OGCUR5 DIRECTLY ABOVE THE 8" CH) WALL SHOWN, FT6. SHALL 8" GMU WALL SHOWN, FT6. SHALL BE I'-4" WIDE W (2) #5 BARS BE V-4" WIDE w/ (2) #5 BARS GARAGE CURB DETAIL 6 ENTRY DOOR DETAIL scut= � scup xrs 8" GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER %"' FURR STRIPS -PER BUILDER MTL. THRESHOLD SET IN SEALANT HOUSE SLAB (SEE FLAW PORCH/PATIO/LANAI SLAB OR PAVERS (SEE PLANS) PER MANUPPPF —III=11 11=1 I1= III—III—Ill—III- '-III—� I —I i l—II1=1 I I —I I I- `' I —I I 1I1—I I I —I I I- 1=1 m I I 1 I I °.° - I I-1 11=III- m I —III —III —III I 1I— II—III=III—III=III—'''- MONOLITHIC, GLEAN GOMPAGTED III =1 (= I FOUNDATION W/ (2) #5 FILL o 15%, STANDARD 1'-0" GONT. ON CHAIRS DENSITY AND TERMITE IN. TREATED WHERE 2ND STORY WALL OGGURS DIRECTLY ABOVE THE 8" CK WALL SHOWN, FT6. SHALL BE 1'-4" WIDE W (2) #5 BARS n EXTERIOR OUTSW I NG 4 56D POURED S I LL5 DETAIL 6"x8" THICKENED — SLAB IN (1) #5 GONT. ATIO/PORGH/LANAI SLAB (SEE PLAN) THICKENED EDGE DETAIL 6" GMU BLOCK (I) #5 VERT. FROM FTC. 1 BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID PORCH/PATIO/LANAI SLAB OR PAVERS (SEE PLAN) EXP JOINT m I=� R4.1 F I -FOIL OR EQUAL OVER %4" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE FLAW . n I —III —III —III . _III—III—III_II I I IEEI I I—III=I 1) #5 DOWEL W/ 6" HOOK AT III —III= ALL VERT. WALL REINF. I-III=III=1 I III; (SEE PLANS FOR LOCATION) GLEAN COMPACTED I11-III— FILL o qS% MONOLITHIC, FOUNDATION STANDARD DENSITY r-O" W/ (2) #5 CONT. ON MIN. CHAIRS WHERE 2ND STORY WALL OCGUR5 DIRECTLY ABOVE THE 8" GMU WALL SHOWN, FT6. SHALL BE 1'-4" WIDE W (2) #5 BARS EXTERIOR WALL ® PORCH/PATIO/LANAI DETAIL scuee N% Y" GYP. BD. EA. SIDE OF 2x4'5 0 16" O.G. Y2" J-BOLTS 6" FROM EA. END OF WALL AND SPACE o 32" O.G. N 2" (6" MIN. EMBED) w STUD PLATE TIES PER } PT BOT. PLAN 0 STUD TOP d PLT. BOT. %d .. . . * Le/ ° . e (2) #55 GONT. 3" MIN. CLEAR 8 8 UPLIFT GONNEGTOR5 SUCH AS STUD PLATE TIE5, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT 5U5JEGT TO A CALCULATED NET UPLIFT FORGE. WALL WHICH REQUIRE SUCH HARDWARE WILL BE 5PEGIFICALLY NOTED ON PLAN. GARAGE STEP DOWN DETAIL WADS ors 8" GMU (1) #5 VERT. FROM FTC. TO — BOND BEAM. LAP W/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID czL X x o DE ' III=III=III=III= 0 GLEAN COMPACTED FILL o 95Y R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) I I—III—III—� °� :°. • ``. II III III III - STANDARD DENSITY I'-O" MIN. WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" GMU WALL SHOWN, FT6. SHALL BE 1'-4" WIDE W (2) #5 BARS CHA5E DETA I L 8 scum � PVC GHA5E SLEEVE TO BE TWIGE THE DIAMETER OF PROTECTED PIPE MONOLITHIC FOUNDATION W/ (2) #5 GONT. ON CHAIRS seal: ti�QV_ A N 7" i,%4 S T E OF e� S . � 0 R © copyright,° struct6NfM1tC4W,vC. Z_ W W Z N Q \/ CD z i Z W J Q d � Z Cl U A e. 4 C� c pC W~ �02 = Q Jz W ; 1 Q� C O CAm W o c N mc M G. IV M&K project number: 068-200 1 1 project mgr. N J M drawn by. KG K issue date: 05-2 6-20 REVISIONS: date: initial: sheet: Cz CM d 0 O J LL. J ui L1 � 0 z 0 x a UJ (n O d U z 0)4 � Y 1, Z J J scut= NZ SDm 1 EXTERIOR WALL 5HT'67. TO RUN GONTINUOU5 FULL HE16HT OF WALL FROM BOTTOM OF RIBBON TO TOP OF DOUBLE TOP PLATE 2 Y2"x0.131" ® 3" O.G. INTO 50LE PLATE 2x GONT. RIBBON (TOP 8 BOTTOM) 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 ® EAGH TRU55 (® Iq.2" O.G. MAX) FASTENED TO END TRU55 VERTICAL OR TO BLOCKIN6/RIBBON VERT WALL REINF. TO - EXTEND INTO BOND BEAM 8" REINF. GMU WALL -5EE PLAN FOR VERT. d HORZ. REINF. 5PEG5 SECTION VALLEY 5ET OVERFRAMING 'c PROVIDE SOLID SHIM BETW'N TRU55 d CONNECTOR IF TRU55 LOCATED LE55 THAN I YY FROM CONNECTOR. WHERE TRU55 15 6REATER THAN I Y2" FROM CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL 0. 2x EXTERIOR WALL -5EE PLAN FOR 5HEATHIN6 AND CONNECTION 5PEG5. FASTEN 50LE PLATE TO GONT. RIBBON W 3"xO.131" NAIL5 ® 6" O.G. 8 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 FA5TEN EACH OVERFR TRU55 TO TRU55 BELO' WITH (1) 51MP50N VTGR ® 24" D.G. MAIN ROOF TRU555 TYP I CArL OVERPRAM I NG CONNECTION DETAIL 54ALE: N.T.S. FASTEN OBL 50LE PLATE OF 2x WALL TO BOND BM, w/Y2" VIA. ANCHOR BOLTS ® 32" O.G. WITH T (MIN) EMBEDMENT. FASTEN EXTERIOR 5HEATHIN6 TO 2x 51LL PLATE w/ 2Y2"xO.131" NAILS ® 3" O.G. 8" GMU BOND BEAM w/ (1) #5 BAR5 GONT. 8" REINF. GMU WALL - -5EE PLAN FOR VERT. i HORZ. REINF. 5PEG5 2x EXTERIOR WALL -5EE PLAN FOR 5HEATHIN6 AND GONNEGTION 5PEG5. - EXTERIOR WALL 5HT'6. TO RUNS GONTINUOU5 FULL HEI6HT OF WALL FROM BOTTOM OF LADDER TRU55 TO TOP OF DOUBLE TOP PLATE 2 Y2"x0.131" ® 3" O.G. INTO 5OLE- PLATE LADDER TRU55. FA5TEN LADE TRU55 TO EA. 5LK6 PANEL w/ (3)3 Y4"xO.131" NAIL5 MIN. 2 Y2"0.131" ® 3" O.G. INTO LADDER TR055 FA5TEN LADDER TRU55 TO GMU BOND BEAM w/ 51MP50N HETAI6 EMBEDDED STRAP @ 16" O.G. STRAP MAY BE INSTALLED ON IN51DE OR OUT5IDE FAGE OF TRU55 VERT WALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. GMU WALL -5EE PLAN FOR VERT. d HORZ. REINF. 5PEG5 p, SECTION 2x EXTERIOR WALL ® 5TAIR5 OR 2-5TORY 5PAGE -5EE PLAN FOR 5HEATHIN6 AND CONNECTION 5PEG5. VERT WALL REINF. TO EXTEND INTO BOND BEAM FASTEN 50LE PLATE TO TOP CHORD OF LADDER TRU55 w/ 3"x0.131" NAIL5 ® 6" O.G. FASTEN FLOOR FLOOR TRU55E5 5HT6. TO FIRST -PER PLAN TRU55 w/ 3"0.131" NAIL5 ® 6" o.c. 2x4 (MIN) 5PF #2 BLOGKIN6 A5 SHOWN AT 48" o.c. FACE NAILED TO TRU55 TOP d BOTTOM CHORD w/ (4) 3"xO.131" NAIL5. 8" GMU BOND BEAM W/ (1) #5 GONT. ALL LAPS IN MA50NRY 25" RUNNIN6 BAR #5 BENT CORNER BAR TYP. CORNER PERT. WALL RE I NFORG I NCG DETAr I L WALA WS FASTEN ROOF 5HEATHIN6 TO FA5GIA WITH 2 %RX0.113" RING 5HANK NAILS ® 6" O.G. 2x FA5GIA u' -5EE ARCH 2x 5HEAR WALL - 5EE PLAN FOR 5PEGIFIGATION5. - 5EE UPLIFT CONNECTOR 5GHEDULE ON PLAN5 FOR GONNEGTOR 5PEGIFIGATION5 FA5TEN ROOF TRU55 TO DOUBLE TOP PLATE w/ (3) 3Y4"xO.131" TOENAILS r� SECTION 25 scALL: ../4r=I'-0• FASTEN TOP GHORD OF END TRU55 OR 2x4 NAILER THRU WALL 5HEATHIN6 TO EXT. WALL 5TUD5 w/ 3"xO.131" NAIL5 ® 16' O.G. FLOOR TRU55E5 -5EE PLAN 8" GMU BOND BEAM W/ (1) #5 GONT. - FA5TEN ROOF 5HEATHIN6 TO END TRU55 OR 2x4 NAILER w/ 2 Y2"xO.131" NAILS ® 6" o.c. FASTEN BOTTOM CHORD OF END TRU55 OR 2x4 NAILER TO LADDER TRU55 VERTICAL OR 2x RIBBON w/ 3"0.131" NAIL5 ® 16" O.G. VERT WALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. GMU WALL -5EE PLAN FOR VERT. HORZ. REINF. 5PEG5 SECTION BY WINDOKVOOR MANUFACTURER NOTES: I. 2X PT BUCK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW/DOOR, FASTEN BUCK TO MA50NRY W/ (1) ROW OF %Wx4" TAPGON5 6" FROM EN05 AND 16" D.G. MAX. TAPGON5 TO BE I YY MIN. FROM EDGE OF BUCK. 2. BUGK5 LE55 THAN 2X TO BE FASTENED W/ GUT NAIL5 OR EGVIVALENT. 5TRUGTURAL CONNECTION OF V41WOW/DOOR TO 5TRUGTURE BY OTHERS IN THI5 GA5E. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TING 2X BUCKED OPENING, U5E (5) ROW5 OF 3"x0.131" NAIL5 5TA66ERED ® 12" O.G. EA. 5000E551VE BUCK. 4. MIXING OF IX AND 2X BUGK5 5HALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FA5TENED TO 2X BUCK IN (2) ROW5 OF 2Y2"xO.131" NAIL5 ® 16" O.G. FASTEN WINDOW/DOOR TO 2X PER WINDOW/DOOR MANUFAGTURER'S 5PEG5. N WINDOW/DOOR BUCK DETAIL SCALE: W% LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME $ SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REOU I RED ALL APPL I GABLE AREAS. THESE WHERE SPEC I F I GALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. seal: rye" 11, o 778, mil`• • ! .�, A" (•14 O F• ��` ``` © copyright : M6fAfla Structural ngineenng, Inc. oLo z J= w w Z N c0 Z w J a co Q Z= Q C3 H U a7 �Q- t- (n 'a m -5 j O° E J� z Qg W Y oco y Lil M L6 C N cr)a M&K project number: 068-200 1 1 project mgr. N J M drawn by: KG K issue date: 05-26-20 REVISIONS: date: initial: C r, W o J J U. � J W Q z � x O IL � w 4 U O 0) < h � oY �, z (n J J sheet: SDM2 O V' SEE DETAIL 3-7ONti� � N 7 71824 . s BOND -BEAM— STRUCTURAL PLANS FOR ADDITIONAL CONNECTION •• INFO NOT 5HOWN HERE ' —GONTIN. PRECAST HEADER —�� v - . FTE OF 4 PROVIDE SOLID SEE DETAIL 38 ON BLOCKING AS REQ'D STRUCTURAL PLANS FOR H NA I © copyright ; MULH>f �Ai6r KYY� e e e e% , FOR STRAP FASTENING ADDITIONAL CONNECTION Structural Engineering, Inc. INFO NOT 5HOWN HERE Y� 8" CMU PIER FULL DEPTH BLOCKING J ENTIRE COLUMN TO FASTEN EVERY OTHER (V'8" 05B (MIN.), 1%" LVL OR TRUSS W BTRUSS (w/ WEB BLOCKING FLOOR E GROUT FILLED TRUSSES BLOCKING PER MANUF) ®48" FLOOR TRUSSES w A5 REQ'D) TO 2x BLOCKING -PER PLAN O.G. FASTENED TO 2x BLOCKING -PER PLAN c- k4r I w/ (1) 51MP50N A35 GLIP w/ (I) 51MP50N A35 CLIP Z � w � CAST-GRETE GA5T-CRETE + Q FASTEN EVERY OTHER TRU55 TO GMU U2x& FASTEN BLOCKING TO GMU w/ 51MP50N °C E WINDOW SILL, WINDOW VILE, MTSMI6 TWIST STRAP. FASTEN STRAP � a c rg OR EQUIV. OR EQUIV. w/ 51MP50N MTSMI6 TWIST STRAP. 4 FASTEN STRAP TO GMU w/ (4)Y4" DIA. TO GMU w/ (4)Y4" DIA. x 2Y4" LONG �"it = r 4 x 2Y4' LONG TITEN 5GREW5 TITEN 5GREW5 CM c E 2x6 FLAT BLOCKING (BETWEEN TRUSSES FLAT BLOCKING TO EA. 51DE OF W c~i> - 165" MIN. LENGTH) FASTENED DOWN TO 05B BLOCKING (I6" MIN. LENGTH) 0° GMU w/ (3) Y4" DIA. x 3 Y2" LONG FASTENED DOWN TO GMU w/ (3) Y4" DIA. x a > A TAPGON5 ® EA BAY. FASTEN RIBBONL, 3 Y2" LONG TAPGON5. FASTEN LADDER J I — THRU WALL 5HT6., TO 2x BLOCKING w/ TRUSS, TO 2x BLOCKING w/ 3"xO.131" Z o W y 3<'4"x0.131" NAILS ® 3" o.c. TOENAILS ®3" o.c. = I= g W mus DOUBLE WINDOW M ZMA!50NRY PIER D�TAIL R�TR011T D�T�IL RETROFIT D�T�ILL NT5 TRIPLE WINDOW mm. Q SGALt: 9/4'=I'-0' � 5GAI2: R3/4'=1'-0• NOTE5: 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 MANUR INSTALLATION IN5TRUGTION5. FUTURE 8" GMU BLOCK T DRILL 6" INTO EX15T'6 SLAB, EPDXY d DRIVE #5 DOWEL, PROVIDE MIN. 30" LAP SPLICE �II 1 I SEE TYP. FOUNDATION DETAILS FOR ADDITIONAL INFORMATION NOT 5HOWN HERE I— #5 VERT. BAR TO BE LOCATED PER PLAN CL IN GROUTED GELL J I- I � I z I � e. GRADE 4 � I Q ;I I I_I I I_I I 11��1. I I I I M155ED DOWEL RETROFIT DETAIL WALE: NT5 stm. • C" M MR DROPPED GRADE 2x OR 1" 056 DECKING (TYP.) (2)2x8 FLUSH BEAM — (1) 5IMP50N A35 CLIP ® EA. STRINGER 5TAIR5 L ::x 7 BEYOND (3) SINGLE PLY 2x12 SOUTHERN PINE #2 (OR BETTER) STRINGERS (1) 51MP50N A35 ® EA. STRINGER 2x6 P.T. BOTTOM PLATE FASTENED TO CONCRETE w/ (3) Wc," DIA. x 3 Y2" LONG TITEN5 2x8 LANDING J015T ® 16" O.G. (3)IOd TOENAILS ® EA. J015T 2x8 LEDGER FASTENED TO CMU w/ (2) Y4" DIA. x 3Y2' LONG TAPGON5 ® 16" O.G. GMU WALL FLOOR TRUSSES - SEE PLAN FLOOR G.T. ' - PROVIDE VERTICAL5 OR SOLID BLOCKING EA. 5TRINGER LOCATION STAIR SECTION (1) SIMPSON A35 CLIP EA. STRINGER 2x OR 1" 055 DECKING (TYP) (2)2x& FLUSH BEAM (3) SINGLE PLY 2x12 SOUTHERN PINE #2 (OR BETTER) STRINGERS (1) 51MP50N A35 CLIP ® EA. 5TRINGER 2x4 BLOCKING BETWEEN STRINGERS FASTENED TO BEAM BELOW w/ (3)IOd NAILS 2x8 LANDING J015T ® I6" O.G. (3)I0d TOENAILS ® EA. J015T 2x8 LEDGER FASTENED TO CMU w/ (2) Y4' DIA. x 3V2" LONG TAPGON5 ® 16" O.G. CMU WALL LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME 4 SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REOU I RED ALL APPL I GABLE AREAS. THESE WHERE 5PEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. M&K project number: 068-200 1 1 project mgr N,J M drawn by. KG K issue date: 05-26-20 REVISIONS: date: initial: sheet: rC Z SDm3 PERMANENT ROOF TRU% BRACING NOTES: (SINGLE FAMILY HOME OR TOWNHOU5E CONSTRUCTION, WITH ROOF TRU55E5 SPACED NO MORE THAN 24" O.C) I. WOOD TRU55E5 SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE 13UILDIN6 COMPONENT SAFETY INFORMATION (BG51) '6UIDE TO 6000 PRACTICE FOR HANDLING, IN5TALLIN6, RE5TRAININ6 t BRACING OF METAL PLATE CONNECTED WOOD TRUSSES," (2006 EDITIOW. 2. TOP CHORD BRACING: TOP CHORDS SHALL BE BRACED BY DIRECT -APPLIED PLYWOOD/0513 SHEATHIN6. • IF SHEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FASTENED TOP CHORD, CONTACT MtK FOR BRACIN6 DE516N. 3. BOTTOM CHORD BRACIN6: a. THE BOTTOM GHORD5 5HALL BE BRACED BY DIRECT -APPLIED G.W.B. GEILIN6 4. WEB MEMBER BRACING: THE TR055 MANUFACTURER SHALL INDICATE THE TRUSS MEMBERS (NE65, VERTICALS) THAT REQUIRE LATERAL BRACINCVRE5TRAINT. a. T OR 'L' BRACE: WHERE BRACING 15 REQUIRED AS INDICATED ON SHOP DRAWING, UTILIZE T' OR 'L' BRACES (REFERENCE BG51-133 FIGURES 133-I5 t 133-I1V. SHOP APPLIED REINFORCEMENT PER BC5I-133 FI6URE5 133-22 t BC-23 15 ACCEPTABLE. • T' t 'L' REINFORCING MATERIAL 5HALL MATCH THE 51ZE OF THE VEB/VERTICAL MEMBER. • 'L' t T' REINFORCING TO BE A MINIMUM OF 40% OF THE LENGTH OF THE NEB/VERTICAL MEMBER. • FASTEN t'OR T' REINFORGIN6 TO WEB/VERTICAL N/ Ibd 6UN NAILS (0.1310 1/2") AT b' O.G. b. CONTINUOUS LATERAL BRACINS ALTERNATE: WHEN THREE (3) OR MORE 51MILARLY CONFIGURED ROOF TRU55E5 ALIGN, GONTINUOU5 RON5 OF LATERAL BRACIN6 MAY BE USED IN LIEU OF THE ABOVE -NOTED t'OR TBRACE5. • CONTIN0005 RON5 OF LATERAL BRACING SHALL CON515T OF MINIMUM 2x4. RON5 SHALL 13E LAP SPLICED ONE TRU55 BEYOND IN EACH DIRECTION. SECURE BRACE TO EACH TRUSS COMPRESSION WEB w/ (2) 16d GUN NAILS (0.131x3 1/2'). • CONTINUOUS LATERAL BRACIN6 SHALL BE RESTRAINED BY DIA60NAL BRACIN6 (MIN. 2' THICK NOMINAL LUMBER t MINIMUM 5PF 'STUD' 6RADE MATERIAL). THI5 BRACIN6 15 TO BE GONTINUOUS. PROVIDE ONE ROW OF DIA60NAL BRACING AT VERTICAL NEB MEMBERS OF TRU55E5 CL05EST TO EACH 6ABLE END WALL t ADDITIONAL DIA60NAL5 AT 20'-0' AS REQUIRED. seal: ' N 77814 o TT rSE OF :41 © copyright struci 189illar"! z Z_ W w Z in Z w a + L a a� .o Z= H c , ra C� m WE 6 �° mi m J� Z ag as W ;v m ph y M Lh W c N M = DIA60NAL BRACE NAILED TO OPP051TE PROVIDE (2) Ibd NAILS 0 51DE OF M93 AT 20-0 MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIRECT -APPLIED PLYWOOD/OSB ROOF SHEATHING GOMPRE5510N WEB (SLOPING OR VERTICAL) M&K project number: GONTIN. LATERAL BRACING TO LAP ACRO55 MIN. N TRUSS BAY A5 SHOWN DIRECT -APPLIED 61113 GEILIN6 SECTION B-B ALTauaTE FEMM 11 0) OR MORE 31MLAK MUSSB An • XLM 411 2x STRON66AGK NOT REQ'D FOR STRUCTURE) DIRECT -APPLIED PLYND/05B b 3 DIRECT -APPLIED 6NB GEILIN6 — CONTINUOUS LATERAL BRACE ALTERNATE o (3) OR MORE ADJACENT SIMILAR TRU55B (SEE INDIV. M65 SHOP DRMIN65 068-2001 1 project mgr, NJ M FOR LOCATIONS) drawn by; KG K INSTALLED FOR CONST ACK MAY WTA131LITY issue date: 05-26.20 TO KEEP EVEN 5PACIN6 AT BOTTOM CHORD NOT REQ'D FOR REVISIONS: STRUCTURE) NEB MEMBER REQUIRIN6 BRACING AS INDICATED BY TRUSS MANUFACTURER 2x 5TRON(95AGK5 MAY BE INSTALLED FOR CON5TRUGTABILITY TO KEEP EVEN SPACING AT BOTTOM CHORD NOT REOV FOR 5TRUCTU RE) t'OR 'T' BRACING NEBS DESIGNATED BY TRU55 MANUF. PERMANENT TRUSS BRAG I NCG PETA I L5 $ NOTES SCALE, NM DIWT APPLIED 0EILIN6 LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REOU I RED ALL APPL I GABLE AREAS. THESE WHERE SPECIFICALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. date: initial: 9b rC �1 0 Z sheet: PBS& i 5 .y .,