Loading...
HomeMy WebLinkAbout6909 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 Ca) AT MIR MIRROR ML MICRO LAM BD. BOARD M.O. MASONRY OPENING BF BI-FOLD MTL METAL BLDG. BUILDING BM. BEAM N.I.C. NOT IN CONTRACT BLKG BLOCKING (NTS) NOT TO SCALE B.O. BOTTOM OF B.P. BI-PASS DOOR OBS OBSCURED BRG. BEARING O.C. ON CENTER BRK. BRICK OHGD OVERHEAD GARAGE DOOR OPER OPERATOR C.J. CONTROL JOINT OPNG OPENING q CENTER LINE OPT OPTIONAL CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD COL. COLUMN OZ OUNCE CONC. CONCRETE 1/13 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 WC WATER CLOSET INSUL. INSULATION WD WOOD INT. INTERIOR WWM WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB Vn an I anTM Companies 90 Matawan Road Matawan, NJ 07747 (732) 383-2200 IVANHOE ASPIRE ELEVATION "A" ZEPHYRHILLS, FL 33542 LOT 009 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 CS2 A-1.1 A-2.1 A-2.2 A-3.1 A-4.1 A-5.1 A-5.2 WP1 WP2 E-1.1 P-1.1 S-0.0 F-1.0 F-2.0 S-1.2 S-1.3 SD-1 SD-2 SD-3 PBSB-1 COVERSHEET & BUILDING DATA GENERAL NOTES FIRST AND SECOND FLOOR PLANS FRONT & REAR ELEVATIONS SIDE ELEVATIONS ROOF PLAN STAIR SECTION & DETAILS BUILDING SECTIONS TYPICAL WALL SECTIONS WATERPROOFING DETAILS WATERPROOFING DETAILS FIRST AND SECOND FLOOR ELECTRICAL PLAN SLAB PENETRATION PLAN STRUCTURAL NOTES SLAB PLAN BLOCK PLAN ALL WORK SHALT COMPLY WITH PREVA SECOND FLOOR FRAMING PLAN CODES FLORIDA bUi,_DIN^ CODE, NATIONAL F_LEr'"R!C !."."z "D%r., ROOF FRAMING PLAN AND THE CIY Y ,;y, "- �'iid YRHILLS ORDINANOES, FOUNDATION DETAILS STRUCTURAL DETAILS REVIEW DATr=__ STRUCTURAL DETAILS CITY OF ZEPHYR STRUCTURAL DETAILS PLAN EXAMINER jl� 1111lilt#,,I G. F"p Nosa�, �T E ��COC i 0% cc W >.. = fz 0,F >crQ0 W Z) 0 U) Lu < F- J (n UJ percr_cc Y O H Z ti O U) _O zzz�z J °c!5¢2— LJ.I (_ Ir 9 _ U) 0 CU �Izu.cn �F-Qzp q) cz' ^� OR Q o 0 r� V O w� o wA ox U) z Ow 0-i i•..n wOno OD u w< O 1 z m< mmmm _O o: U) W Ga U) O� v7 G �Z aaaaa COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 6103 RELEASED: 5/15/20 SHEET cs I EGRESS: MINIMUM SIZE. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. EXCEPTION: 1. ALL GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 SQ FT. MAXIMUM HEIGHT FROM FLOOR: EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE THE BOTTOM OF THE CLEAR OPENING NOT GREATER THAN 44 INCHES MEASURED FROM THE FLOOR. 2. OPERATIONAL CONSTRAINTS: EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS. BARS, GRILLES, GRATES OR SIMILAR DEVICES ARE PERMITTED TO BE PLACED OVER EMERGENCY ESCAPE AND RESCUE OPENINGS PROVIDED THE MINIMUM NET CLEAR OPENING SIZE COMPLIES WITH SECTION 1030.4 AND SUCH DEVICES SHALL BE RELEASABLE OR REMOVABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, TOOL OR FORCE GREATER THAN THAT WHICH IS REQUIRED FOR NORMAL OPERATION OF THE ESCAPE AND RESCUE OPENING. 3. FALL PROTECTION: WHERE THE OPENING OF THE SILL PORTION OF AN OPERABLE WINDOW IS LOCATED MORE THAN 72 INCHES (1829 MM) ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE AT A HEIGHT NOT LESS THAN 24 INCHES (610 MM) ABOVE THE FINISHED FLOOR SURFACE OF THE ROOM IN WHICH THE WINDOW IS LOCATED. GLAZING BETWEEN THE FLOOR AND A HEIGHT OF 24 INCHES (610 MM) SHALL BE FIXED OR HAVE OPENINGS THROUGH WHICH A 4-INCH (102 MM) DIAMETER SPHERE CANNOT PASS. EXCEPTION: OPENINGS THAT ARE PROVIDED WITH WINDOW GUARDS THAT COMPLY WITH ASTM F 2006 OR F 2090. HAZARDOUS LOCATIONS: 1. GLAZING IN DOORS: GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIDING, AND BIFOLD DOORS SHALL BE CONSIDERED A HAZARDOUS LOCATION. EXCEPTIONS: 1. DECORATIVE GLAZING 2. WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 3. GLAZING IN WALLS ON THE LATCH SIDE OF AND PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION. 4. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR LESS IN DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY WITH SECTION R308.4.3. 5. GLAZING THAT IS ADJACENT TO THE FIXED PANEL OF PATIO DOORS. 2. GLAZING IN WINDOWS: GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 1. EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET. 2. BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR. 3. TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR. 4. ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 3. GLAZING AND WET SURFACES: GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY WALKING SURFACE SHALL BE CONSIDERED A HAZARDOUS LOCATION. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. EXCEPTION: GLAZING THAT IS MORE THAN 60" (1,524 mm), MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL, OR SWIMMING POOL OR FROM THE EDGE OF A SHOWER, SAUNA, OR STEAM ROOM. 4. GLAZING ADJACENT TO THE BOTTOM OF A STAIR LANDING: GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS THAN 36" ABOVE THE LANDING AND WITHIN 60" HORIZONTALLY OF THE BOTTOM TREAD SHALL BE CONSIDERED A HAZARDOUS LOCATION. R309.1 FLOOR SURFACE: GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL. THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. R302.9 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR WALL AND CEILING FINISHES FLAME SPREAD AND SMOKE DEVELOPED INDEXES FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4. R302.10 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR INSULATION FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTIONS R302.10.1 THROUGH R302.10.5. GENERAL CONSTRUCTION NOTES: TREADS AND RISERS: THE MAXIMUM RISER HEIGHT SHALL BE 7.75" AND THE MINIMUM TREAD DEPTH SHALL BE 10". THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF THE ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREADS LEADING EDGE. THE MINIMUM WINDER TREAD DEPTH AT THE WALK LINE SHALL BE 10", AND THE MINIMUM WINDER TREAD DEPTH SHALL BE 6". NOSING SHALL NOT BE LESS THAN 3/4" BUT NOT MORE THAN 1 1/4". A NOSING SHALL NOT BE REQUIRED WHERE THE TREAD DEPTH IS 11". HANDRAILS: HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHTS OF 4 OR MORE RISERS. HANDRAIL HEIGHT: HANDRAIL HEIGHT, MEASURED ABOVE STAIR TREAD NOSINGS, OR FINISH SURFACE OF RAMP SLOPE SHALL BE UNIFORM, NOT LESS THAN 34" AND NOT MORE THAN 38". HANDRAIL GRASPABILITY: HANDRAILS WITH A CIRCULAR CROSS-SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 1.25" AND NOT GREATER THAN 2" OR SHALL PROVIDE EQUIVALENT GRASPABILITY. IF THE HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4" AND NOT GREATER THAN 6.25" WITH A MAXIMUM CROSS-SECTION DIMENSION OF 2.25". EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01". HANDRAIL CONTINUITY: HANDRAIL -GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUT INTERRUPTION BY NEWEL POSTS OR OTHER OBSTRUCTIONS. EXCEPTIONS: LHANDRAILS WITHIN DWELLING UNITS ARE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT A STAIR OR RAMP LANDING. 2. WITHIN A DWELLING UNIT, THE USE OF A VOLUTE, TURNOUT OR STARTING EASING IS ALLOWED ON THE LOWEST TREAD. 3. HANDRAIL BRACKETS OR BALUSTERS ATTACHED TO THE BOTTOM SURFACE OF THE HANDRAIL SHALL NOT BE CONSIDERED OBSTRUCTIONS TO GRASPABILITY, PROVIDED THAT THE FOLLOWING CONDITIONS ARE MET: 3.1. THEY DO NOT PROJECT HORIZ BEYOND THE SIDES OF THE HANDRAIL WITHIN P/2" OF THE BOTTOM OF THE HANDRAIL AND PROVIDED THAT, FOR EACH 1/2" OF ADDITIONAL HANDRAIL PERIMETER DIMENSION ABOVE 4", THE VERTICAL CLEARANCE DIMENSION OF 1'/Z" CAN BE REDUCED BY 1/8". 3.2. THEY HAVE EDGES WITH A RADIUS OF NOT LESS THAN .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 MANUFACTURER[] S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURERS S 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 REGISTERED DESIGN PROFESSIONAL. • IN ACCORDANCE WITH FMAIAAMA 100, FMAIAAMA 200. FMAIWDMA 250, OR FMAIAAMANVDMA 300 WINDOW INSTALLATION: 1. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. FLOOD ZONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. CHIMNEY HEIGHT REQUIREMENTS: 1. WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED THE CHIMNEY MUST EXTEND Y-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE T-0" HIGHER THAN THE ROOF OR RIDGE THAT IS 10'-0" AWAY OR CLOSER. TUB AND SHOWER AREAS: 1. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, C1325, OR C1178 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. MECHANICAL AND HVAC: 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (762 mm) DEEP AND 30 INCHES (762 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. #26 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (76 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. EXHAUST FANS AND VENTING: 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3. DUCT LENGTH: THE MAXIMUM LENGTH OF A CLOTHES: DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET. THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (762 mm) FOR EACH 45 DEGREE (0.79 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM THIS OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. FOUNDATION INSPECTION NOTES: A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. FRAMING INSPECTION NOTES: ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH INS MUST BE COMPLETE, INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION (FBC 110.6) w } 2 � LIJ �OO}F=- wo ¢o :Dp� CVwLu J w w Y 0 1- Z ,6 LL 0 0 U) Z Z Z F- Lu Z_ � J Q � J w (L cr U p O U 2 Z LL U) � P < z p a' O chi n o �Q Q 0 0 y0..��,,,, u cn 0 w O 0 Z 0 I••1 0 I w cr Z '-' w U m< w 0 z _O rL w U) w 0 Od C mZ aa�aa COMMUNITY: LINKS PR PLAN # 6103 RELEASED: 5/15/20 SHEET CS2 M 00 (V 1 2 A-5. SECOND FLOOR PLAN SCALE: 1/4"=1'-0" 2'-Q" 0 6'-0" 8'-0" 40'-0" PATIO 10'x10' 14'-0" 2" o CONCRETE N CURB 2 CAR GARAGE 8'-8" CLG Ic\--------------------------------------�� I ��\ 5/8" TYPE "X" CEILING BOARD ABV. I ><.�/ 16'-0" 21'-4" N FIRST FLOOR PLAN SCALE: 1 /4"=1'-0" SH 271-0" 12'-0" GREAT ROOM 8 7- 8"UL--G Lo 2X4 STUD WALL & SOFFIT BELOW 1„ STAIR W/" GYP. BD. T-52 4'-4" 6 -5° LEGEND SYMBOLS A BUILDING/WALL SECTION MARKER OINTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE dp 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 10" NOSING 1 TYPICAL DOOR PLACEMENT DIAGRAMS 71-82 16R 11 I I 1 I I I I I I I 6'-1 0-2" � I I I 1 UP LINE OF FLOOR I 6" T I D ABOVE r�N I cl)I I. C) � I --- --� It I\A4.1 WITHIN A LENGTH OF WALL 3'-011 1 i i i (2)2X4 — — — A A DOORS TO BECCENTERED UNLESS DIMENSIONED WALL O OR NOTED OTHERWISE. (4)12" SH T-1 r '... L LAV J WC r r�N 1 -112 X ST F, ! x cn 6'-31" 3'-71" �� BATH a 2 2 ��-7" rL RK FOYER XFER DOORS LOCATED ADJACENT TO WALL c \ SHOWER O GRILL INTERSECTIONS ARE TO BE PLACED 3" ti \6, rvTn w c+� n rr rntiD n1 B MEASURED FROM INTERSECTION TO DOOR r BEDROOM CL ENTRY ' N I � I � � I I Wco O � ARCHE -0PNG. S E E 2, 1 �� 101-3" LINE OF ELEVS. FLOOR I ABOVE *25 SH 37"x63" EGRESS 2'-8" 3'-11" if8'-8" 4'-8" 14'-0" 40'-0" 5'-4" JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL SOLID SURFACE BRACKET SPACED ((uu7� 16" O.C. FOR COUNTERTOP 6VERHANGS GREATER THAN 10" TOPPLATE 1, Z„ MAX 2x4 STUD WALL SEE PLANS FOR WALL LAYOUT c 1/2" GYP. tBASE CABINET AS BD. PER SHOP DWGJ F4 WD.BASE MOLDING FINISH FLOOR FINSH F OIOR1 r SUBFLOOR JUL 2 ? 2?3 G. FQp��d, N 76" *. es = -0 Tr t.T E C . A, v pis F ' .40R1O ;1��0 N A%E%0 cr- Lu �JI—W wz0� Lu W Z 0 > a: < 0 W Z) C) F- ir P UWw QZ)wF. J W W (n cr cc Y 0 F— Z �LL00U) z Qz z ~ J Q m z_ J W D- 2 cc —i U 0 _0 H Q Z O O ~ Z QQ C 0 � Q U Z O o (j) U Z U) a � O W-j < O x 0 MEMO U w O x z O U) W 0 U) o� U) Z l<111 COMMUNITY: PLAN # 6103 RELEASED; 5/15/20 SHEET Al•l M T si —FIN. FLR. _ 4" WIDE STUCCO BAND (+1) z Z z a m O U U q 0 12 5 REAR ELEVATION SCALE: 1 /4"=1'-0" T.O.2ND FL N 12 -===fl 5 ROOF SHINGLES PER COMMUNITY SPECS (TYP.) BLDG. HEIGHT 5:12 0 12 12 5 5 ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 18"X30" DECORATIVE FOAM 12 6" FASCIA LOUVERED DETAIL5 1 (V EEI 1 1 1 IWE 1010-11FRWINNIN-lim ml 10 ini lul rn In In In in lull Fw'. FRONT ELEVATION SCALE: 1 /4"=1'-0" T.O. WALL - — — ——T.O. WINDOW 1'-0" 10 4" WIDE STUCCO BAND (4 3050 SH 4" WIDE STUCCO BAND (4 SECOND FLOOR T.O. MASONRY - — — ——T=0_WINDOW & 4" WIDE STUCCO BAND (+1) FIN. _ _ _ _ _ 't GRADE o 00 N Mb� 00 T no PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY TEXTURE 4 :I•, c,;K."R'•• BODY COLOR FINISH SAND TRIM COLOR FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) 2" 4" WIDE STUCCO BAND (+1) WINDOW SILL WINDOWSILL DETAILS I p 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' ) No 8 ATE ® F 4i z .�e�S. .••R••• JUL 3 1 ?G=3 1'611 1'-10" FOAM LOUVER DETAIL SCALE: 3/4"=1'-0" 22"X34" SCALE: 3/8"=1'-0" �11 "X17' ) cr W } 2 cr �OOI=- wa ao 0H U) W Q w H¢ W W J U) Y O I- z 06ul00w z z F- z °CgLu z a�J < LU CL _3cn0OU �=zILL (A H Q Z O cz t` a CZ �C h O � Q Q O cn O z O 0 U O 0-i > 0o w o o w H O � w w It U) m< w z O 0 1: (t z LL O U) W G N z O� as z 111 COMMUNITY: PLAN # 6103 RELEASED: 5/15/20 SHEET A2. "I PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE :.. •; •;�..r,tK3:-�; FINISH SAND TRIM COLOR FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C 1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) LEFT ELEVATION SCALE: 1/4"=1'-0" Jul 9 1 RIGHT ELEVATION SCALE: 1/4"=1'-0" LU LUZO= o >. H wo ¢o CC U)0�W Q = W QJ~ JU)WW � c W zzzP: U)� Z w a- �UpOU p=zLLU) n Q O g H O O O U U) O Z i0 O O o � w� o I w w w w � A U) w O z z 0 rL U) W cl cn Z OQ �o mZ aaaaa COMMUNITY; PLAN # 6103 RELEASED: 5/15/20 SHEET' A292 1 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 ROOF PLAN SCALE: 1 /4"=1'-0" JUL, 2 1 203 It W } 2 � ?00� 5;I=<o c�UWw ( J W W Z)ocI=It Y Q H z ,dLLOOu) zzz�z =!5Q�J W 0- 2 tY _jcna0U = Z LL Cl) ZO �I-Qcz n a CZ 0 O � O $� Q 2 0 O I 0 (L O IL ma 0 I w O a M a� U) p< w O z ISM O U W G z Z O C Z a <A < < COMMUNITY: LINKSI PLAN # 6103 RELEASED: 5/15/20 SHEET A3. I PRE-ENG. ROOF TRUSSES (SEE FRAMING SHEET FOR DETAILS) INSULATION PER ENERGY CALCS. HALL )OR FRAMING STRUCTURAL DRAWINGS rRFAT 10914P11T1 a•4 a .w . ^ n NOTE: SEE STRUCTURAL DRAWINGS FOR STRUCTURAL BEARING AND CONNECTIONS STAIR DATA: 18 RISERS @7.71" 17 TREADS @10"+1" 1" MAX. 10" in 717 T CL 42" LOW WALL 2X8 WALL 1 X KICK PLATE 2X4 RE-INFORCING @ EA. 2X12 STRINGER " T & G SUBFLOOR GLUED AND SCREWED W/ 8DX3" SCREW SHANK BALLISTIC ELECTRO GALVANIZED STRIP NAILS @ 6" O.C. @ EDGES AND 12" O.C. IN FIELD. 2X LANDING FRAMING SEE STRUCTURAL (2) LAYERS J" PLYWOOD MATERIAL RIPS FOR SOLID NAILING e n .... n a _ I a , STAIR SECTION SCALE: 1/2"=1'-0" (22"X34") SCALE: 1/4"=1'-0" (11"X17") all SKIRTBOAI PER SPEC. KNEEWALL DETAIL SCALE. 1 = 1 -0 AT FOOT OF STAIR 2�I� No 8 4 S'9 IO N A"tt cr W } _ CC �00� } woWC¢O cA C) � w Q = Cc W H g J�W m rr. Z Z z ° W wg< 0Q �F-< cz•a� ar<- � & � Qo O O O � j l 1� V ~ 0 0-i w im 0 O O o 0 ME" immo w � w CL U) cn v< X w I� 0 Z >! Ix N W G N 04 N w a a a a a COMMUNITY; LINKS @ CALUSA SPRINGS PLAN # 6103 RELEASED: 5/15/20 SHEET A491 12 5 BEDROOM 4 EXTERIOR WALL BATT. INSULATION SEE ENERGY CALCS BOTTOM OF LINTEL @ T-4" A.F.F. SCALE: 1 /4"=1'-0" 1 A 5.1 t BLDG. HEIGHT 12 ROOF SHINGLES PER 5 �— COMMUNITY SPECS. (TYP.) PRE-ENG. ROOF TRUSSES (SEE FRAMING SHEET FOR DETAILS) INSULATION PER ENERGY CALCS. HALL INSULATION PER ENERGY CALC. TYP. 2 CAR GARAGE L. HALL BATH CL FLOOR FR ING SEE STRU URAL D WINGS KITCHEN 77 ffl CONCRETE TURND OWN, SEE STRUCTURAL DRAWINGS, TYP. _ T.O. WALL T.O. WINDOW (V - SECOND FLOOR T.O. MASONRY -' T.O. WINDOW FIRST FLOOR 2 A-5.1 _ BLDG. HEIGHT i 12 12 ROOF SHINGLES PER 5 COMMUNITY SPECS. (TYP.) 5 i PRE-ENG. ROOF TRUSSES (SEE FRAMING SHEET FOR DETAILS) i— INSULATION PER ENERGY CALCS. EXTERIOR WALL BATT. INSULATION ` SEE ENERGY CALCS WIC MECFF, HALL FLOOR FRAMING SEE STRUCTURAL DRAWINGS INSULATION PER ENERGY CALC. TYP. 2 CAR GARAGE CONC08TE TURNDOWN, SEE STRUCTURAL DRAWINGS, TYP. BUILDING SECTION 1 SCALE: 1/4"=1'-0" 2X8 WALL 42" LOW WALL A _ T.O. WALL T.O. WINDOW O - 00 r zo N SECOND FLOOR T.O. MASONRY_-�� T.O. WINDOWA,. cr W �00 � >owC¢0 W H a�F- w JcwLU C,d-W ZZ ZgC/) W n-2crLL j=ZOCn �F-QZ❑ � cz Q n � Q o O g� H 0 0 O O I� Iwo cn O U o w U) o � _ z w O m z m< O_ W cn 00 cn 1.6 Q Q aQa COMMUNITY; PLAN # 6103 RELEASED: 5/15/20 SHEET AS. I 12 SEE ROOF PLAN INSULATION PER —1 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 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 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. OIL TOP OF WALL (REFER TO ELEV.) 2x6 ALUM WRAPPED FASCIA BD. WALUM DRIP EDGE. SOFFIT PER SPECS HEADER PER STRUCTURALS —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 STRUCTURALPLANS TOP OF FLOOR (REFER TO ELEV) MID -WALL WEEP SCREED/EXPANSION JOINT TOP OF CMU (REFER TO ELEV) 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/ J" 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 NATIONAL CODES. VERIFY PANEL DIMENSIONS PRIOR TO CONSTRUCTION. GYPSUM BOARD Z g 3 1/2" w GARAGE a cV ELECTRICAL M PANEL N is co CONCRETE CURB REFER TO PLANS � •, RI r, r ll GYPSUM BOARD � GYPSL BOARD NICHE F( ELECTRIi PANEL & WIRING ELECTRP PANEL EXTERIO CMU BLC WALL CONCRE CURB RE TO PLAN DONCRETI SLAB ON GRADE Al GARAGE FLOOR ROOF SHINGLES OVER 12 15# ROOFING FELT SEE ROOF PRE-ENGINEERED ROOF PLAN TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. TOP OF C.M.U. (REFER TO ELEV.) SEE 2x6 ALUM WRAPPED FASCIA ELEV. BD. w/ALUM DRIP EDGE. 1/2" (MIN.) ------ SOFFIT PER SPECS CLG. BD. (r TYPE'X' GYP. BD. SEE STRUCTURAL TO BE PROVIDED PLAN WHEN LIVING SPACE IS ABOVE GARAGE) 8" CMU BLOCK W/ CEMENTITIOUS FINISH (BEYOND) ROOF SHINGLES OVER 12 15# ROOFING FELT SEE ROOF PRE-ENGINEERED ROOF PLAN TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. AK TOP OF C.M.U. (REFER TO ELEV.) i 1/2" EXTERIOR SOFFIT SEE 2x6 ALUM WRAPPED FASCIA BD. W/ KNOCKDOWN ELEV. BD. w/ALUM DRIP EDGE. PLASTER FINISH SOFFIT PER SPECS SEE STRUCTURAL PLANS 8" CMU BLOCK W/ CEMENTITIOUS FINISH EXPANSION JOINT SLOPE GRADE AWAY DRIVEWAY PER COMMUNITY FROM HOUSE GARAGE SLAB, 4 SPECS SEE STRUCTURAL PLANS 0'-01, SLOPE 0'-0" SLOPE SLOPE FIN. FL. — - FIN. FL. s - • --FOUNDATION M PER STRUCTURAL DRAWINGS WALL SECTION 0 GARAGE DOOR SCALE: 1/2" = 1'-0" ATTIC FLOOR REFER OR SECOND LIVING SPACE TO PLANS ME 11 i ELECTRICAL PANEL NICHE AT CMU BLOCK WALL SCALE: 1/2" = V-O" �— FOUNDATION PER STRUCTURAL DRAWINGS TYP. CMU COLUMN @ LANAI/PORCH SCALE: 1/2" = V-O" NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION JUL3iK'D No I � • � � ,z,T F. � - A' FS; 1. ;O N A; ,,`� I� `} W / CC �0`0}1— > oC Q 0 W o H (nUWW ¢=wF- CL _Icl)W— �101—Z �LL00cl) zzzp:z < m _j w a2crn- � U) 0 Q Z)=zLLcn MHQZCO c r Q o O Q 0 0 0 U 0 a CD 0 z 0 O j Imo z U U w M momm �w (L (j) 0 U) m< w 0 X z >! O_ w U W C3 U) Z Od U 0 � Zaaaaa COMMUNITY; LINKS @ CALUSA SPRINGS PLAN # 6103 RELEASED: 5/15/20 SHEET A5•2 A 0 z x :n z g 2 :n BARRICADE PLUS WRB (OR APPROVED EQUAL) * TYPICAL AT ALL WOOD TO MASONRY TRANSITIONS 2X — FRAMING FLOOR -SHEATHING PER SPEC. — RIM BOARD REFER TO STRUCT DWGS. 60 MIN. GRADE D PAPER —� BACKED I LATH WALL SHEATHING I 7/8" 3-COAT STUCCO _ SHEATHING j FLUSH WITH I' BLOCK WALL j MID -WALL WEEP ;REED/EXPANSION JOINT 6" SELF ADHERED FLASHIN i 5/8" 1 CEMENTITIOUSJ \1 COATING BUILDING FELT ON TOP OF CONC.BLOCK UNDER FLOOR MEMBERS CONCRETE BLOCK / �------ MAINTAIN 1/8" GAP BETWEEN SHEATHING AND TOP OF BLOCK WALL I Z I I I io I T I I I I I EXPANS ION JOINT (EJ) AT FRAME & MASONRY SCALE: 1 /2" = V-0" s" 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/ 8" LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION `"It4" TO 1/2" GAP MIN, - 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 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 f1VA nl /1lI/111/ "L" FLASHING SCALE: N.T.S. WOOD SHEATHING 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) F THICK, 3 COAT CEMENT PLASTER METAL LATH LAP WRB & TAPE OVER ROOF/WALL SCREED 5X5 "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) ICE AND WATER SHIELD 15" VERTICAL AND 15" DOWN ROOF CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF CEMENT SHINGLE ROOFING 8" THICK, 3 COAT CEMENT PLASTER 60 MIN. GRADE D PAPER BACKED LATH BARRICADE PLUS WRB (OR APPROVED EQUAL) WRAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1-1/2" ABOVE SHINGLES ROOF/WALL SCREED 5X5 WALL FLASHING KICK -OUT FLASHING (SEE DTL. BELOW) FELT UNDERLAYMENT SHINGLE ROOFING — FASCIA WRAP DRIP EDGE: OVERLAP 3", EXTEND BELOW SHEATHING, MECH. FASTEN 4" O.C. MAX. KICKOUT DETAIL SCALE: N.T.S. Cz C in 3� 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 $" THICK, 3 COAT CEMENT PLASTER HORIZONTAL WEEP SCREED - SCALE: N.T.S. STEP 1 FOLD FOLD @ FOLD INWARD @ PT. A STEP 3 ©© FOLD @ 77° FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C STEP 2 O 450 FOLD INWARD @ PT. A CREASE @ PT. B STEP 4 JUL 3 12020 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 Lu uj LUZ �00� i >oC¢O LLI p F- Uww cn Q = W ~ JU)LuLLI CC cc �1QF-z �LL00_U) zzzpz J Q 2 J Lu EL it a � U) 0 U � 2 Z LL U) �F-Qzp +� n p¢ n Q o O g Q FF-Z 2 0 0 U � o Z I� 0 0 t) 0� al I=o x w w wA a U w 0 x z I z 0 I I I I i }� a I I U c I ' w o I I I c t o� I c i ' cn � 1 �Z aaaaa I c 1 i I c c COMMUNITY: LINKSRI c PLAN # 6103 L RELEASED: 5/15/20 i SHEET f WPM I i r i 3 Make an invMed *Y* cut openirv. Make;�v] cuts , „ . r. !' a All *90ww A t-04, a t a kkt � � 3 t i�sK 3 �33 �33 E: 3 4. 3 t �qp 33 i � 4 5 3 s 3 „Y .a 1 „a41 WRB INSTALLATION SCALE: N.T.S. SEAL EDGE OF P.T. WOOL BUCK TO MASONRY JU� 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 0 FACE EXTERIOR F C BUCK AND SILL 4 WIND INSTALL W S O OR DOOR. FASTEN PER PRODUCT APPROVALS AND SEAL WINDOW OR DOOR FRAME TO P.T. WOOD BUCK AND MASONRY CMU OPINING WATERPROOFING SCALE: N.T.S. • Barricade Sill Corners • Barricade Conform Stretchable Flashing WOOD OPENING WATERPROOFING SCALE: N.T.S. cc w LLJz0= 0 > ¢ 0 LU 0 F— M LLJ � � Q � LLI F- _ J > -�crIr Y 0 F— z �LL00U) zzz�zz_ J Q LU EL J _3c)p0U D = z LL cn �F—< —0 r� t^ �a r; Q� N O > O 0 0 0 t� V 0 Z Im r�r cn O 0 t� 0 0 0 a I w w w w A C U "Q w 0 x z z 0 to w Z 0a w in-o �z QaQaa COMMUNITY: LINK @ CALUSA SPRIN PLAN # 6103 RELEASED: 5115/20 SHEET WPw22 ADD BLOCKING n------- 5 I II o U�..q NDRY II N u--- ---J ELLj 11 I DISCONNECT; I>' I O O BR3 22 v WIC MECH ADD BLOCKING BEDROOM 3 _AL SD HALL BATH m som) " iN - - Nor- S-_ - � ►—'� ■ im 1-1 _ �vv 3-BULB W I C 0 I � I I 6HT-FIX. L HALL CL ADD BLOCKING BEDROOM 4 SECOND FLOOR ELECTRICAL PLAN SCALE: 1 /4"=1'-0" OWNER'S SUITE LOFT ADD BLOCKING 20 AMP DED OUTLET FOF HOOD/ OPT. M" HOOL RANGE FIEL VERIF METE FIRST FLOOR ELECTRICAL PLAN 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. 11 BREAKER PVC 1 /2" PVC CONCRETE ENCASED GROUNDED ELECTRODE TOO FK- I I I I I ELECTRICAL RISER DIAGRAM NOT TO SCALE ELECTRICAL KEY 0 DUPLEX CONVENIENCE OUTLET A. WEATHERPROOF DUPLEX OUTLET FGROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET WALL SWITCH 3 THREE-WAY SWITCH FOUR-WAY SWITCH KEYLESS LIGHT FIXTURE CEILING MOUNTED LED LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE 01 VAPOR PROOF LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN Q EXHAUST FAN/LIGHT COMBINATION 0 CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) O COMBINATION SMOKE / CO2 DETECTOR so SMOKE DETECTOR I� TELEPHONE (OPTIONAL) Q TELEVISION (OPTIONAL) pJ ELECTRIC METER = 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. 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. W F- Ill O O I- } >oCQO W H cnUWw Q = W ~Q J w w x cr zzzp:W W Q a a 2 cc _ �W 0U = Z U- (n H Q Z O c o r` Q o O �¢ a O O z u Oz a m0� 0WU U L r A O -� Z U Laow wi w "OEMw a, U) cn o< ME" 0 La O � o x mi z >! _O lz cn W G z Z 08 � o [xZ aaaaa COMMUNITY: LINKS LSPRINGS PLAN # 6103 RELEASED: 5/15/20 SHEET E• SLAB PENETRATION PLAN SCALE: 1 /4"=1'-0" JUL ? 1 �r?j tY W 2 >uj � 0 >- > ct 0 LU =) U) I.— Q�Lu (L W U) W c 1 off ZZ�W W Q a 2 tr _ � U) O OW Q �F-QZO Q n Q � Q o O Z H 0 0 Z U o 0 a 0 � ui 0 z x wa w a m a. m< w 0 z >! R cn W 0 z Z O� r o � Z aaaaa COMMUNITY; LINKS @ CALU A SPRINGS PLAN # 6103 RELEASED: 5/15/20 SHEET P1.1 MASONRY L I NTEL ASSEMBL I ES 5EE 5GHEDULE AND SPECIFICATIONS FOR ADD'L INFO GROUT PRECAST LINTEL w/ ' EMBEDDED REW GROUT BOTTOM REINR PRECAST LINTEL w/ _ EMBEDDED REINF. MB-1 MB-2 m� TOP REINF. OR COW. CONT. BOND BEAM -- BOND BEAM REINF. '-_...... REINF. AS REQb -_- _= 6Rour BOTTOM REINF. " 6Rour - `= BOTTOM REINF. r�_-- 4: ; PRECA5T LINTEL n/ PRECAST LINTEL w/ BIDED REINF. EMBEDDED REINP. MB-3 MB-4 MA50NR1' LINTEL DETAILS REINFORCEMENT MARK DE516NATION TOP BOTTOM 5HEAR REINFORCEMENT MB-I SF8-OB/OT ---- ----- MB-2 6F6-IB/oT ----- MB-3 SFIb-IB/IT (1) #5 (I) #5 MB 4 5RFI4-IB ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S CONCRETE. NOTES; I. ALL LINTEL5 W SPANS GREATER THAN 14'-0" SHALL BE PRESTRESSED. 2. 5HORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT SHALL BE GRADE 60, f y=60 ksl 6. ALL LINTELS SPEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW SHEET LIST INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.2 2ND FLOOR FRAMIN6 PLAN 5-1.3 ROOF FRAMING PLAN 50-1 FOUNDATION DETAILS 50-2 STRUCTURAL DETAILS 50-3 STRUCTURAL DETAILS P5513-1 15TRUCTURAL DETAILS GENERAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BASED ON bth EDITION (2011) FLORIDA 13UILDIN6 CODE. • FOOTING DESIGN - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARIN6 CAPACITY OF 1,500 P5F. • ALL LUMBER EXP05ED TO WEATHER OR IN GONTAGT W/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALL5 TO SLAB 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 GORR0510N-RE515TANGE GOMPATIBILITY OF HARDWARE 4 FASTENERS IN CONTACT W PRESERVATIVE -TREATED WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • GONGRETE DESIGN BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE 5TREN6TH5 IN 28 DAYS, U.N.O.: f'c = 2,500 psi: ....... FOOTIN65 2,500 psl:....... SLABS ON 6RADE (INTERIOR 4 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 SLABS ON 6RADE SHALL BEAR ON VIRGIN 501L OR 15% COMPACTED FILL. • MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. • GROUT SHALL BE A5TM G476 F'c=3000 P51 W MAX 3/e" AGGREGATE • CONCRETE MA50NRY UNITS SHALL BE A5TM GqO WITH A MINIMUM COMPRESSIVE 5TREN6TH OF Ig00 P51 (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON AGI 530/530.1 • REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL BE REINFORCED W (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL AL16N WITH FOOTING DOWEL BELOW. PROVIDE MIN 50" LAP SPLICE WITH FOOTING DOWEL. • 6ROUT SOLID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" CONT. FULL LENGTH OF WALL w/ (1) #5 BAR CONT. (TYP. ® EXT. PERIMETER) • PROVIDE (1) #5 BAR 6ROUTED SOLID ON EACH SIDE 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 MA50NRY CELL, AND SHALL BE LOGATED AT A MAXIMUM OF 8'-O" D.G. IN EXTERIOR WALLS. (A5 5HOWN ON PLANS) • ROUGH OPENIN65 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB EDOE5, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. EXAGT LOGATION5 PER BUILDER. • SAW GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH OF THE SLAB (I" FOR A 4" SLAB) • JOINTS SHALL BE LOCATED 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.0) DESCRIPTION OF 131-06. ELEMENT 3"xO.131" NAILS 3"x0.120" NAILS JOIST TO SOLE PLATE (3) TOENAILS (3) TOENAILS* SOLE PLATE TO JOIST/BLK'6. (3) NAILS 0 4" o.c. (3) NAILS o 4" ox.. 5TUD TO 50LE PLATE 2 TOENAILS (3) TOENAIL5'r TOP OR 50LE PLATE TO STUD 2 NAILS 3 NAILS RIM TO TOP PLATE TOENAILS* 6" o.c. TOENAILS o 6" o.c.'r 13LK'6. BTWN. J015T5 TO TOP PL. (3) TOENAILS (3) TOENAIL5• DOUBLE STUD NAILS o 24" o.c. NAILS o 16" o.c. DOUBLE TOP PLATE NAILS o 24" o.c. NAILS o 16" o.c. DOUBLE TOP PLATE LAP 5PLICE 9 NAILS IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP o CORNERS 4 INTER5EGTING WALLS (2) NAILS (2) NAILS • 212"xO.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3'W.120", SAME SPACING OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE • ARE SHOWN) TH15 MODEL HA5 BEEN DE516NED IN AGGORDANGE WITH THE 6th EDITION (201 1) FLORIDA BU I LD I N6 GODE (5EGT1 ON 160q) LATERAL DE516N REOU I REMENT5 FOR THE FOLLOWIN6 WIND 5PEED � EXP05URE ONLY: 140 MPH - EXP. B WIND IMPORTANCE FACTOR = 1.0 INTERNAL PRE55URE COEFFICIENT = ENGL05ED, +/- 0.18 ANY WIND 5PEED/EXP05URE NOT L 15TED HERE REGUIRE5 FORMAL EVALUATION � APPROVAL FROM MULHERN � KULP 5TRUGTURAL EN61 NEERI N6. EXTERIOR 4 SHEAR WALL SHEATH I NG SPECIFICATIONS INDIGATE5 LOCATION AND EXTENT OF 5HEARWALL WHIGH REGUIRE5 5HEATHIN6 AND/ OR FA5TENIN6 5PEGIFIGATION5 BEYOND THAT OF STANDARD GON5TRUGTION SYMBOL SHEAR PANEL 5PEG. 15/32" PLYWOOD OR 05B FASTENED w/ PI 2V211xO.I31" NAILS @ 6" o.c. ALONG PANEL EDGES AND 12" o.c. IN THE PANEL FIELD. 15/52" PLYWOOD OR 0515 FASTENED w/ P3 2Y2"x0.131" NAILS @ 3" o.c. ALONG PANEL ED6E5 AND 12" o.c. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR Y4000 FRAMED WALLS W 15/32" PLYWOOD OR 05B FASTENED W ? "xO.131" NAILS e 6" O.G. AT ALL PANEL EDGES AND ® 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL E06E5 SHALL OCCUR OVER FRAMIN6 OR 2X BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL EDGE AND FA5TENIN6 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMIN6 ® I6"o.G. MAX. U.N.O. ON PLAN. 3. ALL SHEARWALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED T06ETHER w/ 5V2"x0.131" NAILS ® I6"o.G. USE (8) 3Y2"xO.131" NAILS ® EA. LAP SPLICE. (TYP. U.N.O.) 4. LATERAL ANALY515 ASSUMES ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALL5 ARE 6ONTINUOU5 SHEATHED ABOVE AND BELOW OPENIN65. 5. SEE ARCHITECTURAL PRANINC75 FOR ADD'L WALL CONSTRUCTION REQUIREMENTS. 6. ALL EXTERIOR WALLS ARE GON5IDERED 5HEARWALL5. 1. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMIN6 MEMBERS. 8. A MAXIMUM OF TWD 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 E06E NAILING REQUIRED AND OCCUR 169" MINIMUM FROM THE ENDS OF THE 5HEARWALL. Window $ Door Allowable Wind Pre55ure5 140 MPH Wind Zone Ex o5ure B OPENING 51ZE INTERIOR ZONES END ZONES 8' Garage Door +18.5 PSF/-20.9 P5F +18.5 PSF/-20.1 PSF 16' Garage Door +11.1 PSF/-Iq.7 PSF +11.1 PSF/-I1.7 PSF 10 SOFT. +21.2 P5F/-22.1 PSF +21.4 P5F/-28.3 PSF 20 SOFT. +20.2 P5F/-22.0 PSF +20.2 P51`/-26.4 P5F 50 SOFT. +I1.0 P5F/-20.8 P5F +I1.0 P5F/-23.1 P5F 100 SOFT. +18.0 PSF/-IQ.B P5F +18.0 P5F/-22.0 P5F 500 SOFT. +15.6 PSF/-17.6 PSF +15.8 P5F/-17.b P5F mEnd Zone is defined a5 the smaller of 10% of least horiz. dim. or 40% of mean roof height. NOTE: Pressures charted here are allowable pressures and holve been reduced per A5GE 7-10 section 2.4.1 from ultimate pressures. Divide allowable pressures above by a factor of 0.6 to obtain vitimate pressures. ROOF FRAMING • SEE ROOF TRU55 UPLIFT GONNEGTOR SCHEDULE FOR ALL ROOF TRUSS CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 7/Ib" MIN. 050/PLYWOOD 5HEATHIN6 24/6 EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS W 2 3/8"xO.113" RIN6 SHANK NAILS (R5R5-01 OR EQUIV.) 0 b" O.G. AT PANEL E06E5 4 o 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END 4 DRAG TRUSSES N/ RIN6 SHANK NAILS o 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALON6 PANEL WOES AT FIRST 2 TRUSS BAY5 FROM GABLE END. PROVIDE "WSTYLE CLIPS ALONG UNSUPPORTED EDGES. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR CLIPS 0 24" O.G. • ALL METAL HANGERS SHALL BE SPEGIFIED BY THE TRUSS MANUFACTURER, UNLE55 OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRUSSES PER WTGA 4 TPI'5 BG51 I GUIDE TO 600D PRACTICE FOR HANDLING, INSTALLING 4 BRACING OF METAL PLATE GONNECTED WOOD TRUSSES." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 ENO. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER FASTENED TO FRAMING P42) 3"xO.131" NAILS 0 16' O.G. UPLIFT CONNECTORS BEARING CONDITION TRU55 CONNECTOR LENGTH < 15' SIMPSON H2.5T SINGLE ROOF TRUSS BEARIN6 ON > 15' SIMP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRU55 BEARIN6 ON ALL SIMPSON HT520 WOOD STUD WALL/WOOD BEAM 51N6LE ROOF TRUSS OR PORCH ALL 51MP50N HETAI6 BEAM BEARIN6 ON GMU WALL ROOF G.T., FLUSH BEAM OR ALL (2) SIMPSON HETAlb FLUSH G.T. BR6. ON GMU WALL ALL BEARIN6 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 AN51/7I-2014 "NATIONAL DESIGN STANDARDS FOR METAL PLATE GONNEGTED WOOD TRU55 GON5TRUGTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENT5 OF A5GE-7-10. ALL UPLIFT GONNEGTOR5 AND LOADS PER THI5 DRAWING SHALL SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT GONNEGTOR 5PEGIFIGATION5AND LOADS 5HOWN ON THE SHOP CARDS. LEGEND • ® INTERIOR BEARING WALL • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL • I: ' ; I EXTENT OF OVERFRAMIN6 L'---'J •~ ~~- ~- - -µM_ INDIGATE5 1/8"xl" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE •,.. (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE 50LID BLOCKING UNDER P05T OR JAMB ABOVE. GENERAL STRUCTURAL NOTES DE516N 15 BASED ON bth EDITION (2011) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON NOS, "NATIONAL DE516N SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DE516N LOADS: ROOF LIVE = 20 P5F DEAD = 7 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 STAIRS 4 DECKS) = 30 PSF 0 5LEEPIN6 AREAS = 50 P5F 0 6ARA6E = 200 # POINT LOAD ® 6UARD5/HANDRAIL5 = 50 P5F 0 GUARD IN -FILL COMPONENTS DEAD = 10 PSF (20 P5F TOTAL 0 TILE) WIND ULTIMATE WIND SPEED 4 EXPOSURE AS L15TED RISK CATE60RY II GENERAL FRAMIN6 • EXTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x SPF#2 OR 5YP#2 o lb" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARIN6 WALL5 SHALL BE 2x 5PF OR 5YP 'STUD' GRADE LUMBER o 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR SHEARWALL5 SHALL BE CONSTRUCTED WITH 2x 'STUD' 6RADE MEMBERS SPACED 0 lb" O.G. (MAX). • ALL NON-BEARIN6 INTERIOR STUD WALLS SHALL BE CONSTRUCTED WITH 2x '5TUD' GRADE MEMBERS SPACED o 24" O.G. (MAX). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x KING STUD, MINIMUM. - THE NUMBER OF STUDS SPEGIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK 5TUD5 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). • FACE NAIL MULTI -PLY 2x BEAMS 4 HEADERS W/ 3-ROW5 OF 3"x0.131" NAILS 0 12" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FAGE5 0 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FAGE NAIL BUILT UP 2x POSTS W/ 3"x0.131" NAILS ® 16" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES o 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION 5PEGIFIGATIONS TABLE FOR ALL GONNEGTIONS (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALL5 w/ 1/16' 05B FASTENED w/ 2)'2"x0.131" NAILS ® b" O.G. ® E06E5 4 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL E06E5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE SOLID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL POSTS CONTINUOUS TO FOUNDATION/BEARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10^b psi •LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10"9 psi • FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OF 3"0.131" NAILS o 8" 0/6 OR 2 ROW5,V4"x3y" 51MP50N 5D5 5GREW5 (OR 3Y2" TRU55LOK 5GREW5) o 16" 0/G. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER, APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAILS/56REW5 2" FROM EDGE. SOLID 3Y2" OR 5Y4" BEAMS ARE ACCEPTABLE. USE 2 ROWS OF NAILS FOR 2x6 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROWS OFY4"xb" 51MP50N 505 5GREW5 (OR b 3/4" TRU55LOK 5GREW5) 0 lb" 0/G. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FASTENIN6 AT BOTH FACES (ONE SIDE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. A 50LID 7" BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL STUDS IN CONTACT W GMU WALLS SHALL BE PRESERVATIVE TREATED AND FASTENED WY4" DIA. X 4" LON6 TAPGONS o 24" O.G. FLOOR FRAMING • I-JOI5T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY I-JO15T /TRU55 MANUFACTURER, UNLESS OTHERWISE NOTED. • I-JOI5T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY, • FLOOR 5HEATHIN6 SHALL BE 23/32" GONFORMIN6 TO P52-04, 24" O.G., EXPOSURE I, TON6UE AND 6ROOVE ED6E5, FASTEN SHEATHING TO FRAMING MEMBERS W/ GLUE AND 3x0.131" NAILS o b" O.G. AT PANEL E06E5 4 12" O.G. AT INTERMEDIATE SUPPORTS. TYPICAL STAIR CON5TRUGTION NOTES • (3) 51N6LE PLY 2x12 STRINGERS FASTENED TO HEADER AT TOP OR LANDING, WHERE APPLICABLE, AND 2xb P.T. PLATE AT BOTTOM w/ (1) 51MP50N A35 CLIP AT EACH 5TRIN6ER. • FASTEN 2xb P.T. PLATE TO CONCRETE SLAB w/ (3) 3/6" DIA. x 3 Y2" LON6 TAPGON5. • FASTEN END STRINGERS TO ADJAGENT WALL5 W (2) 3"x0.131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE 3/4" FLOOR DEGKIN6 ON RISERS AND I" FLOOR DEGKIN6 ON TREADS. • SEE STAIR FRAMIN6 SECTION FOR MORE INFO. seal; ��eeeerrrrr� No 7L O JU 020 '•. v 4TE Cl eel• ' oo pp a �• �� © C0PYH9htf4ii:o, rl�l�lir `•<< ��, acD z Ji-= W w z C3 z C7 z w � J d a .a Z= U 4 W� m =a Q. Z CD c W p o 2 y m W p N CC M d 7 W project number: 068-200 1 1 project mgr: NJ M drawn by: KG K issue date: 04- 1 4-20 REVISIONS: date: initial: Cz a C 0 LO 0 W L` I-- 0--1 ui O W 0 z 0 J 0 a LO 0 < z d (n } J J sheet: 0 N I 0 N 2 5D- 5 5D- 40'-0" 12'-0" 10'-0" 18'-0" PATIO SLAB: 3 Y2" GONG. 5LA13 ON 6RADE (2500 P51 `y MIN) w/ 6xb-W1.4xNI.4 w MESH OR FIBER MESH p- ON q5% GOMPAGTED FILL OR VIR61N 5O1L. HVAG 2 q UNIT 5D-I 3 Y2" STEP 5D-I 50-1 •I 5.6.D. REGE55 PER I MANUFAGTURER5 NSTRUGTION m I • NOTE: REFER TO BLOCK — 1 PLAN FOR ALL DOWEL I LOCATION DIMENSION5.j 01 12 -q 1/2 i -1-10 11211 11-4 1/2 1-0 6 -11 _i I 11211 40 1 �— — — —3 Y2" STEP • L - - - - 3 V211 5TEP 4 �?�'' I I I . 24"x24"xl2" PLAIN 8"xl6" THICKENED N 5D-I I I GONG. FT6. 5LAB UNDER 10 1 4 1 I 1_ BEARING WALL 5D-1 , • 1 (TYP.) (TYP) — GARAGE SLAB: — ----------------1--- • 1 3 Y2" GONG. 5LAB ON 6RADE ----- 3 Y2" 5TEP ---------- (2500 P51 MIN.) w/ 6x6-W1.4xNI.4 1 MESH OR FIBER MESH OVER 6 6'-2 3/4" 13'-1 1/4" MIL. POLY ON 15% GOMPAGTED FILL OR VIR61N 5O1L. I 1 1 I I I. 1 I w 1 3 Y2" 5TEP 5D-1 I 1 I - 1 5D-I 5D-I • • • • on 16'-0 2 I -all 21'-4" 40'-0 SLAB i�L�N SCALE: 1/4"=1'-0" (22x34 SHEET) SCALE: 1/6"=1'-O" (IlxI 1 SHEET) 2 5D- 14'-0" 2 5D- I• 0 LEGEND • ® INTERIOR BEARING WALL • _ _ _ _ = BEARING WALL ABOVE • BEAM / HEADER • LOGATION AND EXTENT OF SHEARWALL • �: ' : EXTENT OF OVERFRAMINO L---'J • - - -- ,-----INDIGATE5 I/8" A" 5AW GUT GONTROL JOINT INDIGATE5 LOGATION OF REINFORGED GMU GORE (5EE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE, PROVIDE 50LID BLOGKIN6 UNDER POST OR JAMB ABOVE. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES S SCHEDULES seal; A NoJ0201 4UL<CO • ' © copyright::'"r. /� fn� n\ _�G�_.��% z z fY w W z c z a W J a � ZLD Q F- Q Q U ,r �Q cm E W En � Q m E > 1 Jr Z Q$ W p ' o o cr M y W Ln C N C. M a M&K project number 068-2001 1 project mgr N � J M drawn by: KG K issue date: 04-1 4.20 REVISIONS: date: initial: 117 a C 0 d O J 11.. J W ui � Q z 0 0. W0 J < z 4 >, � Y Z J J Foo i oo /_ 1-011 V 3:_21: V 41-101: it/:-211 v �11-1011 y / 1-411 y 51- 1: LEGEND • ® INTERIOR BEARING WALL • _ _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL • I; ' ; I EXTENT OF OVERFRAMIN6 •w...aa.-, -- —---INDICATE5 1/8"xl" SAW GUT CONTROL JOINT INDICATE5 LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE 50LID BLOGKING UNDER POST OR JAMB ABOVE. MASONRY LINTEL DETAILS REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT MB-I 8F8-OB/OT ----- ---- 43-2 8F8-15/OT ----- (1) #5 MB-3 81=16-I13/IT (1) #5 (1) #5 MB-4 SRFI4-I13 ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T CO., AND LOTT'S CONCRETE. NOTE5: I. ALL LINTEL5 w/ 5PAN5 GREATER THAN 14'-0" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REOURIED. 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 ksi 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOCATED DIREGTLY ABOVE THE OPENING BELON MASONRY LINTEL A55EMBL I E5 5EE 5GHEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO GROUT E:'°:.: GROUT BOTTOM REINF. PRECAST LINTEL w/ PRECAST LINTEL W EMBEDM REINF. � `� I I EMBEDDED REINF. MB-IBA-II }MOB--22 TOP REINF. OR GONT. = CONT. BOND BEAM BOND BEAM REINF, REINF. AS REG'D GROUT 6Rovr BOTTOM REINF. BOTTOM REINF. AV ,.1--PRECMT LINTEL W PRECAST LINTEL w/ EMBEDDED REINF. EMBEDDED REINF. �I-�n -I} N #I�a•-tl MB-3 MB-4 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES d SCHEDULES seal: JUL 2 u C; 01 0 LD z J� W W Z z z W J a Z U WE T i -J JF- z W ca W C M&K project number: 068-200 1 1 project mgr: NJ M drawn by: KG K issue date: 04- 1 4.20 REVISIONS: date: initial: M." CU C O V I MB-1 KAQ 0 . .� 0 II C ��� 3,-2„ _ 5,4„ 2'-8✓ i L 141_01: ►J (!� 401-011 W Z �I x 0 a U) BJ CCK FLAN 1..L1 D SCALE: 1/4'*'-0" (22x54 SHEET) SCALE: 1/0'*'-0" (IIxl7 SHEET) Q.., 0 'd I~ Z 0 ML-�•I✓ J J sheet: Fm2.0 LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL • 1: ' :1 EXTENT OF OVERFRAMIN6 L'- - -'J *----- --- -- -----INDICATES 1/6"A" SAW CUT CONTROL JOINT INDICATES LOCATION OF REINFORCED CMU GORE (SEE NOTES) J L METAL HAN6ER INDICATES P05T ABOVE. PROVIDE SOLID BLOGKIN6 UNDER POST OR JAMB ABOVE. HOLDOWN / STRAP SCHEDULE )YMBOL 5PEGIFIGATION FASTEN BUILT-UP POSTS SUPPORTING ROOF G.T. TO GMU WALL w/ (1) 51MP50N M5TGM40 STRAP w/ (12) Y4" 5T-I DIA x V4" LON6 TAP( ON5 INTO GMU. DE516N ACCOUNTS FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5. (USE ONE STRAP TOTAL PER BUILT-UP P05T, U.N.O.) *7ER FASTENED ) y4" DIA. x 3 y2' 'GON5 0 16" o.c. ROOF FRAMING • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 1/Ib" MIN. OSB/PLYWOOD 5HEATHIN6 24/1( EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 %"0.113" RIN6 SHANK NAILS (R5R5-01 OR EGUIV.) 0 6" O.G. AT PANEL E06E5 4 o b" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END s DRAG TRU55E5 w/ RING SHANK NAILS o 3" O.G. (U.N.0). PROVIDE BLOGKIN6 ALONG PANEL EDGES AT FIRST 2 TRU55 BAYS FROM GABLE 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 BELOW W 51MP50N VTGR GLIP5 0 24" O.G. • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERN15E NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER WTGA $ TPI'5 13651 1 GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6 t 5RAGIN6 OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRUSS SHOP DN65. SHALL BE SUBMITTED TO ARCH d EN6. FOR REVIEN AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH t SHORT SPAN ROOF TRUSSES w/ 2x4 LE06ER FASTENED TO FRAMING w/(2) 3"x0.131" NAILS o W' O.G. UPL I PT CONNECTORS BEARING CONDITION TRUSS CONNECTOR LENGTH < 15' SIMP50N H2.5T 51NOLE ROOF TRU55 BEARIN6 ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRUSS BEARIN6 ON ALL 51MP50N HT520 WOOD STUD NALL/NOOD BEAM 51N6LE ROOF TRUSS OR PORCH ALL 51MP50N HETAIb BEAM BEARIN6 ON GMU WALL ROOF 6.T., FLUSH BEAM OR ALL (2) SIMPSON HETAI6 FLUSH O.T. BR6. ON GMU WALL ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR AS LISTED ABOVE. IT 15 THE RESPONSIBILITY OF THE EN61NEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/1PI-2014 "NATIONAL DES16N STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 60115TRUGTION". M4K HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REOUIREMENT5 OF A5GE-1-10. ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWIN6 SHALL SUPERSEDE THE TRUSS MANUFACTURER'S UPLIFT CONNECTOR SPECIFICATIONS AND LOADS SHOWN ON THE SHOP CARDS. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES i SCHEDULES seal; ,pry, � ,, 7..t �. � � . •�� Cz 40 000 �s, O Ft. '� � • 4 1 ��0 © copyright "Dwy�Q � , =z Z JLU W W N z Z Z W as Z= Q U .4. C CM 32 pC c W� cn •5 � 0° E 3: > A J'= Q Z W Y c y M Uh W N oC g a M&K project number: 068.200 1 1 project mgr. NJ M drawn by. KG K issue date: 04-1 4-20 REVISIONS: date: inRial: " V� 5T-I 'Q n Q_ V 0 5D-2 z LL 5T-1 W O 31 LL 0 (L �-2 2 < LO O 0 1J -J 0 'Q I.J. � z 2ND FLOOR SRAM I NG PLAN Q LQ SCALE: 1/4"=1'-O" (2244 SHEET) FORM A SCALE, 1/6"=l'-O" (IIxIl SHEET) Z n T > 0 Z J J sheet: Sml.2 kn L.l 0 sn H 0 0 0 f LEGEND • ® INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARNALL EXTENT OF OVERFRAMIN6 •---- — --- —INDICATES 1/8"A" SAW GUT CONTROL JOINT INDIGATES LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HAN6ER INDICATES P05T ABOVE. PROVIDE SOLID BLOGKIN6 UNDER P05T OR JAMB ABOVE. L LI L ROOF FRAMIN& • SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS CONNECTORS. • ROOF SHEATHING SHALL BE 1/Ib" MIN. O5B/PLYWOOD 5HEATHIN6 24/16, EXPOSURE 1. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 VWx0.113" RING SHANK NAILS (R5R5-01 OR EQUIV.) 0 b" O.G. AT PANEL E06E5 $ o 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END $ DRAG TRUSSES W RIN6 SHANK NAILS o 3" O.G. (U.N.0). PROVIDE 13LOGKIN6 ALONG PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGES. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND GONTINUOU5LY UNDER ALL OVERFRAMIN6. • TRUSS ALL VALLEY SETS. FASTEN EACH TO TRU55 BELON w/ 51MP50N VTGR GLIP5 0 24" O.G. ' ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLESS OTHERN15E NOTED. • EREGT AND INSTALL ROOF TRUSSES PER WTCA $ TPI'5 BG51 I " GUIDE TO 6000 PRACTICE FOR HANDLING, IN5TALLIN6 $ BRAGINO OF METAL PLATE GONNECTED WOOD TRUSSES." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. • SUPPORT PORCH $ SHORT SPAN ROOF TRUSSES W 2x4 LEDGER FASTENED TO FRAMIN6 w/(2) 3"xO.131" NAILS o 16' O.G. UPL 11=T CONNECTORS BEARING CONDITION TRUSS GONNEGTOR LENGTH < 15' 51MP50N H25T 51N6LE ROOF TRUSS BEARING ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF GIRDER TRUSS BEARING ON ALL 51MP50N HT520 WOOD STUD WALL/WOOD BEAM 51N6LE ROOF TRUSS OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL ROOF 63., FLUSH BEAM OR ALL (2) SIMP50N HETAI6 FLUSH G.T. BRO. ON GMU HALL ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH GONNEGTOR, AS LISTED ABOVE. IT 15 THE RE5PON51BILITY OF THE EN61NEER OF REGORD TO DE516N THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION". M$K HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-10. ALL UPLIFT GONNEGTOR5 AND LOADS PER TH15 DRAWING SHALL SUPERSEDE THE TRUSS MANUFAGTURER'S UPLIFT GONNEGTOR 5PEGIFIGATION5 AND LOADS SHOWN ON THE SHOP CARDS. REFER TO 5-0.0 FOR TYPICAL STRUGTURAL NOTES $ SCHEDULES seal: '1eeteuIIiPT E�p ,�� =� O,: a e © copydght Strucybmrow",O,' nc. acm z J= w LU z z N CM z W a J W Q Z ¢ o F— V . v 0. ax e— m 3UJ cry j =a Q. ,J'_ Z Vo -V� LY C 0 to e C9 y W Mp rig O N CC M G. M&K project number: 068-2001 1 project mgr. ]`N*J M drawn by. KG K issue date: 04- 1 4-20 REVISIONS: date: initial: 'Q I� O _i LL. nn i�T—TI U? I..I..I W 0 V x z 0 a U) ROOD SRAM I NO PLAN ULJ SCALE: 1/4"=1'-0" (22x34 SHEET) i i 0 SCALE: I/5"=1'-0" (IlxI1 SHEET) L z Q 0 0) U) 1~ 0 > 0 zz x JJ sheet: SmI.3 FILLED CELLS (SEE PLAW (7HKPd7C TOP YIEW CORNER GONG. OR PAVER GARAGE WALL DRIVEWAY BEYOND 6ARAGE SLAB m �4�� L (5EE PLAW r— s / I I—I/I I I —I 1I- I6"x8" THICKEN EDGE I^V (2) #5 GONT. THICKENED EDGE ® GARAGE POOR DETAIL SCAR= NT8 6" GMU BLOCK 8" GMU (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 PLAN) I —III —I GRADE I I —III —III —III —I -III—I 1= I I —I I I —III —I -1 I I —I I J I I I —I I l a ... I —III —III —III- Q) —III e 111—III—I I °' =III— . . III I) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. 11 I I I=1 1=1 I I I =1 I I (5EE PLANS FOR LOGATIOW GLEAN COMPACTED —I FILL o 45910 11.—� MONOLITHIC FOUNDATION STANDARD DEN5ITY I�-o„ H/ (2) #5 GONT. ON CHAIRS MIN. WHERE 2ND STORY WALL OCCUR5 DIRECTLY ABOVE THE 8" CW WALL SHOWN, FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BAR5 rOOTI NC 5ECTI ON W/ BLOCK PETAL I L 5GALA: WS 6" WIDE GONT. 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL GONG. CURB BEYOND OVER %" FURR STRIPS (1) #5 VERT. FROM FTC. EXTERIOR DOOR -PER BUILDER TO BOND BEAM. LAP w/ HOUSE SLAB w MTL. THRESHOLD FOUNDATION DOWEL GARAGE SLAB (5EE PLAW MIN. 30" CROUT CELL } (5EE PLAW SET IN SEALANT SOLID PAVERS z X d. (5EE PLANS) I— a� O GRADE a III —III —III —III —I I' _ " : III —III —III— III —I I I—' ' '—_ I I —I I- ai I=I I I I I —I I —I 11—_I 11-' i —_ _ . _ _ _—_ —� _ _ I C I-- I C I —I I` I —I � I —I � i—III —I I e s I I —I � I —I � I—� I I C) z '—I I I- M I I I I —I I I —I I I- '—I I I- I —I 1 1 I I —I I I —I I I- J. 1=1 m III I I=�1=1 III 11.d 1=1) #5 DOWEL W/ 6" HOOK AT I=I I — I i I —I I I —I I 1—I ALL VERT, WALL REINF.=I III 11' (5EE PLANS FOR LOGATIOW III MONOLITHIC II—III—III—III=1 - I—III=III—III=111- GLEAN COMPACTED III =III=1 I' GLEAN COMPACTED " I III =III= FOUNDATION W/ (2) #5 FILL o �15% I'-p" MONOLITHIC FOUNDATION FILL 0 95%, STANDARD I'-O" GONT. ON CHAIRS STANDARD DENSITY MIN. N (2) #5 GONT. ON CHAIRS DEN5ITY AND TERMITE MIN. TREATED WHERE 2140 STORY WALL WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE OCCURS DIRECTLY ABOVE THE 6" GMU WALL SHOWN, FT6. SHALL 8" GMU WALL SHOWN, FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BAR5 BE 1'-4" WIDE w/ (2) #5 BAR5 E )GA�,I E CURB 6 ENTRY POOR VITAL L SGAL♦r= NTS SGAL�� N15 8" GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER %" FURR STRIPS -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (SEE PLAW PORCH/PATIO/LANAI SLAB OR PAVERS (5EE PLAN5) PER MANUF. 1I— _ � III —I ' . ' ..I I —III —I I III —_ I— •... ; I II I I III —III —III _I 1=I m I I I I I 1M 11—III_ _ �, y ... m I —III —III —III I 1I- 11=III=III=III—III—'''- MONOLITHIC " I III— I I —I � � FOUNDATION W/ (2) #5 GLEAN COMPACTED -1 GONT. ON GHAIR5 FILL o 15%, STANDARD I -O DENSITY AND TERMITE 1 MIN. TREATED WHERE 2ND STORY WALL OCGUR5 DIRECTLY ABOVE THE 8" GMU WALL SHOWN, FT6. SHALL BE I'-4" WIDE W (2) #5 BARS EXTERIOR OUTSAI NG 4 56D POURED BILLS DETA I L 8"x8" THICKENED - SLAB H/ (1) #5 CONT. PATIO/PORCH/LANAI SLAB (5EE PLAN) �THICKENEP EDGE DETAIL 6" GMU BLOCK (1) #5 VERT. FROM FTC. TO R4,1 FI-FOIL OR EQUAL BOND BEAM. LAP w/ OVER %4" FURR STRIPS FOUNDATION DOWEL MIN. -PER BUILDER 30" GROUT CELL SOLID HOUSE SLAB PORGH/PATIO/LANAI (SEE PLAW SLAB OR PAVERS (5EE PLAW F 111= IMIIli 1117 dd. - I—� d I I —I EXP JOINT —' —III III —I I 11=I I I —I 11= I ' m I- I tr 1) #5 DOWEL W/ 6" HOOK AT I-1I I- ALL VERT. HALL REINF. III=III=1 I=1 I III= (5EE PLANS FOR LOGATIOW GLEAN GOMPAGTED =1 1 I I I1111 I I1 1 1I I I, , ,11 FILL o 15`� 1 MONOLITHIC FOUNDATION STANDARD DENSITY I -oH/ (2) #5 GONT. ON MIN. GHAIR5 WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" CH) WALL SHOWN, FT6. SHALL BE 1'-4" WIDE W (2) #5 BARS EXTERIOR WALL_® 1*ORCH/PAT10/LANA 1 PETAL $CiUs N% Y2" GYP. BD. EA. SIDE OF 2x4'5 ® I6" O.G. Y2" J-BOLTS 6" FROM EA. r END OF WALL AND SPACE o 32" O.G. 2" L (6" MIN. EMBED) w STUD PLATE TIES PER } PT BOT. PLAN o STUD TOP 4 PLT. BOT. .. a e- a '� e •d (2) #5'5 GONT. W/ „ „ 3" MIN. CLEAR 8 S UPLIFT GONNEGTOR5 50CH AS STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON HALL5 NOT 5UBJEGT TO A CALCULATED NET UPLIFT FORGE, WALL WHICH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. 6ArRA6E STEP POWN DETAIL 9G" NT5 8" GMU (1) #5 VERT. FROM FTC. TO — BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID ;2 cc f L a� O DE 111=1 I 1=1 I 1=1 11= R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAW d , . `III — I I l e°• .;d..'ae I —III II III-11I III —II I—�� — � ' '11 III III-1�1=1�1 � —III GLEAN GOMPAGTED —III,-11 FILL * 15%, -oil MIN. STANDARD DENSITY MIN. WHERE 2ND STORY WALL OCCUR5 DIRECTLY ABOVE THE 8" GMU WALL SHOWN, FT6. SHALL BE 1'-4" WIDE W (2) #5 BAR5 8 CNNTG� PVC, CHASE SLEEVE TO BE TWIGE THE DIAMETER OF PROTECTED PIPE MONOLITHIC FOUNDATION W/ (2) #5 GONT. ON GHAIR5 Seal' JU -rE C, �L1 Q��R{�, cQ copyri9ffYe14K ltr(iNbRUIl� mCD z m 0J m_ W W z N CD \/ Z i Z •— W __I a Zm = Q� I— U � 4 » C � m E JF- Q •- Zhu LY c N C. CYM C MF M&K project number: 068-200 1 1 project mgr. NJ M drawn by: KG K issue date: 04-1 4-20 REVISIONS: date: initial: sheet: Cz a C d O J LL. J W ui � � z 0 a N W J 0 4 d z d �� �Z O J SGA 1 NTS SDml EXTERIOR WALL 5HT'6. TO RUN GONTINUOU5 FULL HEIGHT OF NALL FROM BOTTOM OF RIBBON TO TOP OF DOUBLE TOP PLATE 2 )'2"x0.131" ® 3" O.G. INTO 50LE PLATE 2x GONT. RIBBON (TOP d BOTTOM) FA5TEN TO EA. TRU55 VERTICAL W (2) 3 X4"xO.131" NAIL5 2 X2"x0.131" ® 3" O.G. INTO BOTTOM GONT. RIBBON PROVIDE 51MP5ON HETAI6 EMBEDDED STRAP ® EACH TRU55 (® Iq.2" O.G. MAX) FASTENED TO END TRU55 VERTICAL OR TO 13LOGKIN6/RIBB0N VERT WALL REINF. TO - EXTEND INTO BOND BEAM 8" REINF. GMU WALL - -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 SECTION VALLEY 5ET OVERFRAMING 'r PROVIDE 50LID 5HIM BETN'N TRU55 t CONNECTOR IF TRU55 LOCATED LE55 THAN I X2" FROM CONNECTOR. WHERE TRU55 15 6REATER THAN I X2" FROM CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL Q. 2x EXTERIOR WALL -5EE PLAN FOR SHEATHING AND CONNECTION 5PEG5. FASTEN 50LE PLATE TO GONT. RIBBON W 3"x0.131" NAILS ® 6" O.G. d 5HEATHIN6 TO GONT. RIBBON w/ 2 X2"xO.131" NAIL5 ® 6" O.0 FLOOR TRU55E5 -PER PLAN 8" GMU BOND BEAM W/ (1) #5 GONT. MAIN ROOF SHEATHING FASTEN EACH OVERFR TRU55 TO TRU55 BELOI WITH (1) 51MP50N VTGR ® 24" O.G. MAIN ROOF TRU555 TYP I CAL OVERFRAM I NG CONNECTION DETA I L SCALE: N.T.5. FA5TEN DBL SOLE PLATE OF 2x WALL TO BOND BM. WX2" DIA. ANCHOR BOLT5 ® 32" O.G. WITH 1" (MIN) EMBEDMENT. FASTEN EXTERIOR 5HEATHIN6 TO 2x 51LL PLATE w/ 2X2"x0.131" NAILS ® 3" O.G. 8" GMU BOND BEAM w/ (1) #5 BAR5 GONT. 8" REINF. GMU WALL -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 2x EXTERIOR NALL -5EE PLAN FOR 5HEATHING AND CONNECTION SPEG5. - EXTERIOR NALL 5HT'6. TO RUN- GONTINUOU5 FULL HE16HT OF NALL FROM BOTTOM OF LADDER TRU55 TO TOP OF DOUBLE TOP PLATE 2 X2"x0.131" ® 3" O.G. INTO 50LE PLATE LADDER TRU55. FA5TEN LADDER TRU55 TO EA. BLK6 PANEL w/ (3)3 X4"x0.131" NAIL5 MIN. 2 X2"xO.131" ® 3" O.G. INTO LADDER TRU55 FASTEN LADDER TRU55 TO CMU- BOND BEAM w/ 51MP50N HETAI6 EMBEDDED 5TRAP ® 16" O.G. 5TRAP MAY BE IN5TALLED ON IN51DE OR OUT5IDE FACE OF TRU55 VERT WALL REINF. TO - EXTEND INTO BOND BEAM 8" REINF. GMU WALL - -5EE PLAN FOR VERT. d HORZ. REINF. 5PEG5 SECTION SECTION 2x EXTERIOR WALL ® 5TAIR5 OR 2-5TORY 5PAGE -5EE PLAN FOR 5HEATHIN6 AND GONNEGTION 5PEG5. VERT WALL REINF. TO EXTEND INTO BOND BEAM FASTEN ROOF 5HEATHING TO FA5GIA WITH 2 3/8'x0.113" RING SHANK NAILS ® 6" O.G. 2x FA50A u' -5EE ARCH 2x 5HEAR WALL - SEE PLAN FOR 5PEGIFIGATION5. SECTION 5EE UPLIFT CONNECTOR 5GHEDULE ON PLANS FOR CONNECTOR 5PEGIFIGATION5 FASTEN ROOF TRU55 TO DOUBLE TOP PLATE W (3) 3 X4'xO.131" TOENAIL5 Seal: ���arerrrr���� A V Jon mom` cD copyright o' Stru�id���Jan�� aZ J� w w Z o Z Z rn w J Z= L U A qg 3--c E- WW 3 0j =w a m >• J- z QCD W O �� Y c y W =L6 c N Ci CM d 7 MW project number: 068-200 1 1 project mgr NJ M FA5TEN 50LE PLATE TO TOP CHORD OF LADDER TRU55 w/ 3"xO.131" NAILS ® 6" O.G. drawn by: KG K FA5TEN FLOOR issue date: 04-1,4 -2 0 FLOOR TRU55E5 5HT6. TO FIRST PER PLAN TRU55 W 3"xO.131" REVISIONS: NAIL5 ® 6" o.c. date: initial: 2x4 (MIN) 5PF #2 BLOGKIN6 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 VERT. WALL REINFORCING 17ETA I L WA1, NTS BY NINDOW/DOOR MANUFACTURER NOTES: I. 2X PT BUGK5/NAILER5 5HALL EXTEND BEYOND INTERIOR FACE OF NINDOW/DOOR, FASTEN BUCK TO MA50NRY W/ (1) ROW OF %Wx4" TAPGON5 6" FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE I y2" MIN. FROM E06E OF BUCK. 2. EGUGK5 LE55 THAN 2X TO BE FA5TENED W/ GUT NAIL5 OR EQUIVALENT. STRUCTURAL CONNECTION OF WINDOW/DOOR TO 5TRUGTURE BY OTHER5 IN THI5 GA5E. 3. ADDITIONAL 2X WOOD BUGK MATERIAL MAY BE ADDED TO EXI5TIN6 2X BUCKED OPENING, U5E (5) RON5 OF 3"x0.131" NAIL5 STAGGERED ® 12" O.G. EA. 5XGE551VE BUCK. 4. MIXING OF IX AND 2X BUGK5 5HALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FA5TENIN6) ARE MET. 5. ADDITIONAL HOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK N/ (2) RON5 OF 2 y2"x0.131" NAIL5 ® 16" O.G. FA5TEN WINDOW/DOOR TO 2X PER WINDON/DOOR MANUFACTURER'S 5PEG5. Z NDOW/DOOR BUCK DETAIL Dt t III LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN 5PEG I E I G AND ARE ONLY REGU I RED ALL APPL I GABLE AREA5. THESE NHERE SPECIFICALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. "�1 a Crz Z �1 i W o J LL � J W � z Q x O a � � d � d � 0 o Y �, z J J sheet: SD2 seal: IIIIIIIAd1®', 5EE DETAIL 31 ON �— BOND -BEAM - 5TRUCTURAL PLANS FOR ADD TIONAL GONTIN. PRECAST HEADER —�' NFFOINOT SHOWN HERE ION JLI L� r -4. ETAIL 8 ON BLOGKIN6PROVIDEA51REQ'D STRUD 5EE DGTURAL3PLAN5 FOR T °°xC © copyright FOR 5TRAP FASTENING ADDITIONAL CONNECTION StrU�[utA` 9�pipg�ltlZ. INFO NOT 5HOWN HERE CM Z 8" GMU PIER FULL DEPTH BLOGKIN6 J o� ENTIRE COLUMN TO FASTEN EVERY OTHER (Vb" 056 (MIN), 1%" LVL OR TRU55 LU w BE 6ROUT FILLED TRU55 (w/ WEB BLOGKIN6 FLOOR TRU55E5 BLOGKIN6 PER MANUF.) ® 48" FLOOR TRU55E5 = Z o A5 REQ'D) TO 2x BLOCKING -PER PLAN O.G. FASTENED TO 2x BLOCKING -PER PLAN CM w/ (1) 51MP50N A35 GLIP w/ (1) 51MP50N A35 GLIP Z CAST-GRETE CAST-GRETE J v Q � FASTEN EVERY OTHER TRU55 TO GMU FASTEN BLOGKIN6 TO GMU w/ SIMP50N °C E E WINDOW SILL, WINDOW SILL, • w/ 51MP50N MTSMI6 TWIST STRAP. MT5MI6 TWIST STRAP. FASTEN STRAP ~ ; c OR EQUIV. OR EQUIV. FASTEN 5TRAP TO GMU w/ (4)Y4" DIA. TO GMU wl (4)Y4" DIA. x 2Y4" LON6 _ ,r x 2 Y4' LONG TITEN SCREWS TITEN 5CREW5 CM c E 2x6 FLAT BLOGKIN6 (BETWEEN TRU55E5 2x6 FLAT BLOGKIN6 TO EA. 51DE OF W •g UJIm - I6" MIN. LENGTH) FASTENED DOWN TO 056 BLOGKIN6 (16" MIN. LENGTH) O° E GMU wl (3)Y4' DIA. x 3Y2" LON6 FA5TENED DOWN TO GMU w/ (3)Y4' DIA. x a > A TAPGON5 ® EA BAY. FA5TEN RIBBONL, 3Y2 LONG TAPGON5. FASTEN LADDER J 1 o THRU WALL 5HT6., TO 2x BLOGKIN6 w/ TRU55, TO 2x BLOGKIN6 w/ 3"xO.131" W y � to %WxO.131" NAIL5 ® 3" o.c. TOENAIL5 ® 3" o.c. c DOUBLE WINDOW W M04 0 QtZ,M50NRY PI�R D T,hIL Q O1 DITA�IL R RETROFIT DETA�IL A NTB TItIM2 WINDOW BIM. BGALE= o/4'=I'-0' SCALE= 9/4 =I-0 IV NOTE5: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED — EQUAL (I.E. 51MP50N ET EPDXY). 5EE TYP. FOUNDATION 2. PROVIDE %" DIA. HOLE FOR DETAIL5 FOR ADDITIONAL (2)2x8 FLU5H BEAM STAIRS DOWEL, BLOW OR 5RU5H GLEAN. INFORMATION NOT 5HOWN -� BEYOND (3)IOd TOENAILS 3 FOLL N M N OF IN5TALLATION HERE (11) 51 STAR INA35 &ER CLIP I ® EA. J015T FUTURE 8" GMU BLOCK DRILL 6" INTO EX15T'6 5LA13, EPDXY t DRIVE I I #5 DOWEL, PROVIDE MIN. 30" LAP SPLICE I I =I I 1 I 9 #5 VERT. BAR TO BE LOCATED PER PLAN IN GROUTED CELL MISSED DOWEL RETROFIT DETAIL SCALE= NT5 BIM. • OW STEM FOR PROPPED BRAPE 2x OR I" 05B DEGKIN6 — (TYP) (3) 51N6LE PLY 2x12 SOUTHERN PINE #2 (OR BETTER) 5TRI N6ER5 (1) 51MP50N A35 ® EA. 5TRIN6ER 2x6 P.T. BOTTOM PLATE FASTENED TO CONCRETE W/ (5) %" DIA. x 3 Y2" LON6 TITEN5 2x8 LANDING J015T ® 16" O.G. 2x8 LE06ER FASTENED TO GMU w/ (2) Y4" DIA. x 5Y2" LONG TAPCON5 ® 16" O.G. GMU WALL FLOOR TRU55E5 - SEE PLAN FLOOR G.T. ' - PROVIDE VERTICALS OR SOLID BLOCKING EA. 5TRIN&ER LOCATION &!T�II�!FTI ON (1) 51MP50N A35 CLIP EA. STRINGER 2x OR 1" 056 DEGKIN6 (TYP) (2)2x8 FLU5H BEAM (3) 51N6LE PLY 2x12 5OUTHERN PINE #2 (OR BETTER) 5TRIN6ER5 (1) 51MP50N A35 CLIP ® EA. 5TRIN6ER 2x4 BLOGKIN6 BETWEEN 5TRIN6ER5 FASTENED TO BEAM BELOW w/ (3)IOd NAIL5 2x8 LANDIN6 J015T ® 165" O.G. (3)I0d TOENAILS ® EA. J015T 2x8 LED6ER FASTENED TO GMU w/ (2) Y4" DIA, x 3)'2" LON6 TAPGON5 ® 16" O.G. EXTERIOR GMU WALL LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN 5PEG I E I G AND ARE ONLY REGU I RED ALL APPL I GABLE AREAS. THESE WHERE SPEG I E I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. M&K project number: 068-2001 1 project mgr: ]`J M drawn by: KG K issue date: 04-1 4-20 REVISIONS: date: inhiaL C Z W o J J LL � J W � z � x O a. LO � LLI J � Q U 0 a H � oY > z J J sheet: SDm3 IT PERMANENT ROOF TRU55 BRACING NOTES: (SINGLE FAMILY HOME OR TOWNHOUSE CONSTRUCTION, WITH ROOF TRUSSES SPACED NO MORE THAN 24" O.C) I. WOOD TRU55E5 SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENT SAFETY INFORMATION (BC51) "GUIDE TO 6000 PRACTICE FOR HANDLING, IN5TALLIN6, RESTRAINING t 13RAGIN6 OF METAL PLATE CONNECTED WOOD TRU55E5," (2008 EDITION). 2. TOP CHORD BRACIN6: TOP CHOR05 SHALL BE BRACED BY DIRECT -APPLIED PLYWOOD/OSB SHEATHING. • IF SHEATHING 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FASTENED TOP CHORD, CONTACT MW FOR BRACIN6 DE516N. 3. BOTTOM CHORD BRACIN6: a. THE BOTTOM CHORDS SHALL BE BRACED BY DIRECT -APPLIED 6.161B. GEILIN6 4. WEB MEMBER BRACIN6: THE TRU55 MANUFACTURER SHALL INDICATE THE TRU55 MEMBERS (WEB5, VERTICALS) THAT REQUIRE LATERAL BRAGIN6/RE5TRAINT. a. 'T' OR 'L' BRACE: WHERE BRACING 15 REQUIRED AS INDICATED ON SHOP DRAWING, UTILIZE 'T' OR 'L' BRAGE5 (REFERENCE BC51-133 FIGURES 133-18 t 133-4. SHOP APPLIED REINFORCEMENT PER 13651-133 FIGURES 133-22 t BC-23 15 ACCEPTABLE. • 'T' t 'L' REINFORGIN6 MATERIAL SHALL MATCH THE 51ZE OF THE NEB/VERTICAL MEMBER. • 'L' t 'T' REINFORGIN6 TO BE A MINIMUM OF 40% OF THE LENGTH OF THE NEBNERTICAL MEMBER. • FASTEN 'L' OR "f' REINFORGIN6 TO WEBNERTICAL W/ Ibd GUN NAILS (0.131x3 I/2") AT b' O.G. b. CONTINUOUS LATERAL BRACING ALTERNATE: WHEN THREE (3) OR MORE 51MILARLY GONFIOURED ROOF TRU55E5 ALIGN, CONTINUOUS ROW5 OF LATERAL BRACIN6 MAY BE USED IN LIEU OF THE ABOVE -NOTED 'L' OR 'T' BRACES. • CONTINUOUS ROW5 OF LATERAL BRACIN6 SHALL CONSIST of MINIMUM 2x4. ROWS SHALL BE LAP 5PLIGED ONE TRU55 BEYOND IN EACH DIRECTION. 5ECURE BRACE TO EACH TRV55 COMPRESSION WEB w/ (2) Ibd 6UN NAILS (0.1310 1/2"). • CONTINUOUS LATERAL BRACIN6 SHALL BE RESTRAINED BY DIAGONAL BRAGIN6 (MIN. 2' THICK NOMINAL LUMBER t MINIMUM SIFF 'STUD' GRADE MATERIAL). THIS BRACIN6 15 TO BE CONTINUOUS. PROVIDE ONE ROW OF DIAC70NAL BRACIN6 AT VERTICAL WEB MEMBERS OF TRUSSES CLOSEST To EACH GABLE END WALL t ADDITIONAL DIA60NAL5 AT 20'-0' AS REQUIRED. DIAGONAL BRACE NAILED TO OPP051TE PROVIDE (2) Ibd NAILS o SIDE OF WEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIRECT -APPLIED PLYWOOD/0513 A ROOF SHEATHING COMPRESSION WEB (5LOPING OR VERTICAL) seal; �a�saaeae®�a® �t- © copyright` 101N, • . • �. sdb�,.%0� 1 M Z J� W W Z z Z W J Q Z U WEF- T� i —1 JH z W G y W M&K project number; N 0 rn a Q v A 4 et CM E m � Q ;v o cc M Uh 0 CD N M d CONTINUOUS LATERAL BRACE O 6 8" 2, O O 1 1 ALTERNATE o (3) OR MORE ro'ect m r; p J 9 drawn by; KG K ......... ADJACENT 51MILAR TRU55E5 (5EE .:::::.................. : _ ;;:; ;;;:;:;;:..:;;:;:;::.::;::;.:.::.:;:;;;;;:;:::;:;:;::::::;:;;::::;;:; \.................... INDIV. TRUSS SHOP DRAAIN65 FOR LOCATIONS) 2x STRON6713ACK MAY BE INSTALLED FOR GONSTRUGTABILITY Issue date; O4" `-1N"2O TO KEEP EVEN 5PAGIN6 AT BOTTOM GHORD NOT REQV FOR STRUCTURE) date; initial; CONTIN. LATERAL BRAGIN6 TO LAP ACROSS MIN. (I) DIREGT-APPLIED TRU55 BAY A5 5HOWN 616113 GEILIN6 SECTION B-B ALTERNATE hETWV H ME (a) OR NORM SIMLAR T t**S ARM 6ROM WEB MEMBER REQUIRIN6 B BRACIN6 AS INDICATED BY TRUSS MANUFACTURER D ' E(22x 5TRON6$ACK5 MAY BE � 2x S INSTALLED FOR CON5TRUCTABILITY 4: NOT REQFOORR To KEEP EVEN 5PAGIN(9 AT �~ STRUCTURE) BOTTOM CHORD (NOT REQ'D FOR 5TRZTURE) DIRECT -APPLIED PLYWD/05B rCz Z B DIRECT -APPLIED 'L' OR 'T' BRACIN6 0 6Y8 GEILIN6 WE55 DE516NATED BY TRUSS MANUF. TYPICAL TPV55 ELEVATION PERMANENT TRUSS ( A 3BRACIN6 DETAILS $ NOTES WALII: NONE DIREGT APPLIW GEILIN6 V 1T LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME $ SHALL BE IMPLEMENTED IN 5PEG I E I G AND ARE ONLY REQU I RED ALL APPLICABLE AREAS. THESE WHERE SPECIFICALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. d H W sheet: J W 0 :2 0 2 z d Q O LL PBS��I e r+ i w