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HomeMy WebLinkAbout6945 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 q CENTER LINE OPT OPTIONAL CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD COL. COLUMN OZ OUNCE CONC. CONCRETE 1/R ONE ROD COND. CONDITION 1/S ONE SHELF CONT. CONTINUOUS CANT. CANTILEVER PC PRECAST CLG. CEILING PDS PULL -DOWN STAIR CM CROWN MOLDING PKT POCKET DOOR CR CHAIR RAIL PNL PANEL PLYWD PLYWOOD D DRYER PREFAB PREFABRICATED d PENNY PR PAIR DBL. DOUBLE PROJ PROJECTED DIA. DIAMETER PSI POUNDS PER SQUARE INCH DIR. DIRECTION PSF POUNDS PRE SQUARE FOOT DN DOWN P.T. PRESSURE TREATED DR DOOR DW DISH WASHER QUAD QUADRUPLE DWG DRAWING D.S. DOWNSPOUT REF REFRIGERATOR DTL DETAIL REINF REINFORCED REQ'D REQUIRED EA. EACH RNG RANGE E.J. EXPANSION JOINT R.O. ROUGH OPENING ELEC. ELECTRICAL R RISER ELEV ELEVATION 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 TM �vn�nl�n Companies 90 MATAWAN ROAD MATAWAN, NJ 07747 (732) 383-2200 PALMERA ASPIRE ESP ELEVATION "A" ZEPHYRHILLS, FL 33542 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." LOT 005 AREA TABULATION: ELEVATION "A" 1 ST FLR A/C 2127 SQ. FT. TOTAL A/C 2127 SQ. FT. ENTRY 53 SQ. FT. GARAGE 473 SQ. FT. FLjAAI 137 SQ. FT. TOTAL U R 2790 SQ. FT. BUILDING DATA THESE PLANS HAVE BEEN PREPARED TO MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 6th Edition (2017) RESIDENTIAL w/ APPLICABLE SUPPLEMENTS OCCUPANCY: R3 BUILDING TYPE: VB SPRINKLED: NO DRAWING INDEX CS.1 CS.2 A1.1 A2.1 A2.2 A3.1 A5.1 A5.2 WP-1 E1.1 P1.1 S-0.0 F-1.0 F-2.0 S-1.3 SD-1 SD-2 PBSB-1 COVERSHEET & BUILDING DATA GENERAL NOTES FIRST FLOOR PLAN FRONT & REAR ELEVATIONS SIDE ELEVATIONS ROOF PLAN BUILDING SECTIONS TYPICAL WALL SECTIONS WATERPROOFING DETAILS FIRST FLOOR ELECTRICAL PLAN SLAB PENETRATION PLAN STRUCTURAL NOTES SLAB PLAN BLOCK PLAN ROOF FRAMING PLAN FOUNDATION DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS ALL WORK SHALL- CC,A, PpLv \NITH ° CODES FLORIDAiU�Il4+IiC NATIONAL ELECTRIC `"`�F AND THE CITY ��� ; :�'riYNILLS ORDINANCES REVIEW DATE AUG 1 9 2 CITY OF ZEPHYRH PLAN EXAMINER G. FR/<iN��� ����?�'•�G E N SF•'• 77824 nF : 1 •�''�i �S �0NPa,e,�' JUN 12,20 Ir W = Ir Lu o°~ >crQ0 w=)ol— cn 3: w ¢W� m CC cn _j Z) CC zZZpw °Cg¢�Z uj a- �cnpOU =zu- (n ��azo O � a o H 0 O 0 Q 0 w� 1-" 0 wA x� d cn w ~ w w wA > I� 0 U) U Im w O_ E G cn 00 cn 3 � c; Iaaaaa COMMUNITY; LINKS @ CALUSA SPRINGS PLAN # 6120 RELEASED: 6/10/20 SHEET cs I q 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 N" 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 TNCT TLATION FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTIONS R302.10.1 THROUGH R302.10.5. GENERAL CONSTRUCTION NOTES: TREADS AND RISERS: THE MAXIMUM RISER HEIGHT SHALL BE 7.75" AND THE MINIMUM TREAD DEPTH SHALL BE 10". THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF THE ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREADS LEADING EDGE. THE MINIMUM WINDER TREAD DEPTH AT THE WALK LINE SHALL BE 10", AND THE MINIMUM WINDER TREAD DEPTH SHALL BE 6". NOSING SHALL NOT BE LESS THAN 3/4" BUT NOT MORE THAN 1 1/4". A NOSING SHALL NOT BE REQUIRED WHERE THE TREAD DEPTH IS 11". HANDRAILS: HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHTS OF 4 OR MORE RISERS. HANDRAIL HEIGHT: HANDRAIL HEIGHT, MEASURED ABOVE STAIR TREAD NOSINGS, OR FINISH SURFACE OF RAMP SLOPE SHALL BE UNIFORM, NOT LESS THAN 34" AND NOT MORE THAN 38". HANDRAIL GRASPABILITY: HANDRAILS WITH A CIRCULAR CROSS-SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 1.25" AND NOT GREATER THAN 2" OR SHALL PROVIDE EQUIVALENT GRASPABILITY. IF THE HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4" AND NOT GREATER THAN 6.25" WITH A MAXIMUM CROSS-SECTION DIMENSION OF 2.25". EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01". HANDRAIL CONTINUITY: HANDRAIL -GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUT INTERRUPTION BY NEWEL POSTS OR OTHER OBSTRUCTIONS. EXCEPTIONS: LHANDRAILS WITHIN DWELLING UNITS ARE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT A STAIR OR RAMP LANDING. 2. WITHIN A DWELLING UNIT, THE USE OF A VOLUTE, TURNOUT OR STARTING EASING IS ALLOWED ON THE LOWEST TREAD. 3. HANDRAIL BRACKETS OR BALUSTERS ATTACHED TO THE BOTTOM SURFACE OF THE HANDRAIL SHALL NOT BE CONSIDERED OBSTRUCTIONS TO GRASPABILITY, PROVIDED THAT THE FOLLOWING CONDITIONS ARE MET: 3.1. THEY DO NOT PROJECT HORIZ BEYOND THE SIDES OF THE HANDRAIL WITHIN 1 Vz" OF THE BOTTOM OF THE HANDRAIL AND PROVIDED THAT, FOR EACH 1/2" OF ADDITIONAL HANDRAIL PERIMETER DIMENSION ABOVE 4", THE VERTICAL CLEARANCE DIMENSION OF 1 Vs" 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 1.511. 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.I. 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 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) ���,. G • F.r/, ��; cc �, Z cc c• Z O = No 77824 .1 W Z O wcc: ¢O O U W . ATE P .�. O R p • •Gam``` • � _ LLJ F- w.'�� iSs�O N A� %? J W JUN 2 2 2D29 O 0 z �00cn Z Z Z H Z_ c J ¢ J I.0 (L m U) p O U Z=ZILw mI-¢ZD 0 Im 0 0 0 0-i U) w w w MEMO cn (L cn O� U o C �Z W H O z COMMUNITY: I PLAN # 6120 RELEASED: 6/10/20 SHEET CS2 IT 40'-0" LEGEND SYMBOLS 21'-4" 18'-8" 01 A BUILDING/WALL SECTION ol 5'-4" 11 1 16-0" 8'-10" 8'-10" Siff MARKER i A INTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE "35 SH (53N63" EGRESS) WRAPPED ELEVATION STEP — — —STUCCO — — — — — — — — — — BEAM @ T-8" — — p BRKX FLOORING BREAK R&S- OWNER'S -_--HI/LO STUCCO WRAPPED LANAI 4X6 POSTS Qw-� WALL TYPES SUITE 8'-8" CLG I i OS WIC 8'-8" CLG MOISTURE RESISTANT cc In O 2J_ < o 2x WOOD/STEEL FRAMED PARTITION I i 8'-8" CLG I DRYWALL CEILING U I m INTERIOR PARTITION w/ 13'-5 1/2" i 6'-6 1/2" i „ 9'-4" 8'-8" INSULATION CMU WALL I co o0 i cr 6068 SGD TEMP 35 SH CMU WALL w/ FURRING & u,) o i INSULATION c„) I 2� I NOTE: INTERIOR WALLS ARE DRAWN r �9 TO ROUGH DIMENSIONS 1 N m SECTION @ TYPICAL Yr ' „ XFER KITCHEN ISLAND GRILL 2 9 1/ „ 18'-1 1/2" 51-0" CV r C 1 G R EAT in FLAT STEEL BRACKET SPACED SOLID SURFACE -1 M DROPPED ROOM @ 16" O.C. FOR COUNTERTOP OGRREEATER pp K w Y (4)12" p SOFFI 8 0" 8'-8" CLG p THAN 10" SH M 4'-5 1/2" N 5''0 1 /2" TOP PLATE 36"x60" ACRYLIC W g - ER N - 2x4 STUD WALL SHWR PAN \ PTRY� r _ cv .�- r-2" MAX. SEEPLANSFOR BATH -- WALLLAYOUT = 8'-8 3-SIDED ACRYLIC , 3 CLG -d' 7 -Q Cfl r 17 -4 1/2" 1/2" GYP. tBASE CABINET AS ; BD. PER SHOP DWG n1 2'-3 1/2" WD.BASE SURROUND 1 0'-3" '-51 1 / ' _ MOLDING FINISH FLOOR N FINISH FLOOR SUBFLOOR CV r cA I `L O " I CCiF 00 O L ��8 -11 „ 'p \ IJ N 1 /2 Csj r 8'-3" 2, 0„ ;� 36" HT. FLAT TYPICAL DOOR PLACEMENT C)m0R&s o 10 z o to COUNTERTOP 1° DINING DIAGRAMS o I ;� x co WC N I cr ILA AREA 8'-8" CLG�i­jl o r E.Q. E.Q. Q 1 - - - - 2'-°rI- V"'o - -0 w3-2" w 7'-1 1 5'-11 1/2" 3'-5 1 /2 �1'4' 4'-5 1/2" 2'-0" 10'-10 1/2"le ' I KITCHE�Nc N .. N ` r\ _41EF. >cK1 l Lo -�- O PT. cO 1 REF. ' WATERLINE N 1; ?��8 10'-3" L - - - - - - �3=-C"- - - - - - - 6'-0 1 /2" 2' " 10'-6 1 /2" DOORS LOCATED WITHIN A LENGTH OF WALL cc O ARE TO BE CENTERED UNLESS DIMENSIONED L CL CV .n cnI _ = C7 OR NOTED OTHERWISE. I.c) WC Z O (5, 3-SIDED ff - ACRYLIC N w N X O o N BEDROOM 2 ALC!_�! nw. Q SURROUND ; o o -- o r LAv 8'-e" cLG BATH BEDROOM 3 co v coD� '-8" CLG O a ti w GRER cV ILL 8'-8" CLG RK ( �fV T O MM W C° DRYER LNDY XFER HOVHALL GRILL c%) , ... . . . DOORS LOCATED ADJACENT TO WALL ; .. ; ., :..t... ; .: : . . . . VENT 8'-8" CLG _ AHU ON Lo ,. .:.. ,., HALL 8'-8" CLG O INTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR na OPT. D �b� STAf�D RAG � , Y I LOCATION I JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. -- = u) N(Oil =CL ��s 8 EXT STE PLUS z o �PI�W ° *= u' �i CL BEDROOM _ In w NOTE: TYP. WINDOW HEAD I I 1 1 1 , Q 1 16 „ „ �'O 7 1 /2 5 -11 ' s� '-4 1 I - i in 8'-8" CLG CV a ' co HGT. AT 8'-0" U.N.O. II MMShIE Ll _ -Bex ^tu rs S, . M r ..,. , , O r ,• 1 OWH N ADD �" OSB TO 2868 SC DOOR 2'-4" 10'-6 1/2" r N MECH. CLOSET FOR W/ SELF N 12'-10 1 /2" ,, `��rrrr F Ri��N � 5 G 2'-O" FIRE DRAFT STOP CLOSER CONCRETE •• ��`�;• GEN 3F _ _ - - - r���2.,x54.5���'I CURB �' M BOLLARD PER I%ACCES_$' U - = RK r �` 7824 �* 3-SIDED ACRYLIC * ; •' 1 EXT STE N COMMUNITY J' WALL BOARD ON XFER � SURROUND . OF SPEC'S GARAGE SIDE. FOYER Y GRILL X ��' PLUS BATH �s STE •:�� 9 . o O� PROVIDE INSULATION 8' 8 CLG„ 8'-8" CLG �� �• �` O R `QP AS REQUIRED LAV iFs, (G S/ •... A `� „ 19 -9 � „ 6 -0 1/2" 3 -11 1/2" „ -1 _ ON o �� JUN 2� g� WC cn N 2 CAR GARAGE L___ _ L SINK _ N 8'-8" CLG 1/2" CEILING BOARD o SHELVING -- WET BAR ABOVE 4'-41' ,-0 , 3'-9" 8'-1 1 „ OPT. 24" U/C REF. �, - --------------------------- ' O , - ' _ r CV ' r N r - WRY EXT STE PLUS LG 1 I 1 I 8'41 LIVING ROOM ->0< 8'-8" CLG _ 19'-4" FL4,T SOFFIT @ '-4" 12'-8" I I - O I I I 16070 GARAGE DOOR N 2'-4" 8'-8" '25 SH EGRESS)5'-4" I 16'-0" 2'-4" 2,-9" 2,-7„ I 20'-8" 514" 14'-0" 40'-0" FIRST FLOOR PLAN 1 Q C.SCALE- 1/4"=1'-0" cr Lu > W WZO� wLuZ O >ccQO W :D 0 H It (nUwW W_ F- g > w Z W z z p W�¢�a _ cr- — U) 0 O0 0 �H¢?o O O O O z Ln O o a .j 0 O (1 L O cn j w LL w pmmom (L c a 1< ~ U. w �i r..�1 a O W G z Z O 4 in I o Za a aaa COMMUNITY; UNKS @ CALUSA SPRINGS PLAN # 6120 RELEASED; 6/10/20 SHEET AI.I 12 5 00 n 35 SH FIN. 1 ST FLOOR GRADE REAR ELEVATION SCALE: 1 /4"=1'-0" 5:12 0 ICI i iI�� IMIICI IMI ICI IMI ICIEli►,i�ii �i �I ii i Im FRONT16070 GAR. DOOR 4" WIDE STUCCO 2'-0" RETURN ELEVATION SCALE: 1 /4"=1'-0" ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) "35 SH 12 5 4" WIDE STUCCO BAND (+1) 6" FASCIA T.O. MASONRY T.O. WINDOW 4" WIDE STUCCO BAND (+1) 4" WIDE STUCCO BAND (+1) FIN. 1ST FLOOR _ GRADE 11 PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH SAND TRIM COLOR FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C 1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM CI063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) 11 n 18" FOAM PANEL SHUTTER WINDOW 4„ STUCCO BAND d- +1 +2 +1 d- +1 WINDOW TRIM DETAILS 1 5 G. FR14 SCALE: 3/4"=1'-0�� `�;��nisF��c�'' M 77624 . .r p' S ATE OF :�oj 41 Ss,oNA�,,,� JIM 2 2 202D GARAGE HEAD & TRIM DETAIL 2 SCALE: 3/4"=1'-0" W �0°P W o ao p cAUWw Q w f... JUWg oZSZZ�W wg<2 _ - � U) 0 =zLLw H Q Z E .� c Q' 0 O n O �Q Q I L o wU) a Z � 0 Aowmo a U w > �w w Z� NONE"O w w 2 [L [Y Z 04 via �Z aaaaa COMMUNITY: LINKSALU PLAN # 6120 RELEASED: 6/10/20 SHEET A2• I 1'-0" TYR ROOF PLAN SCALE: 1/4"=1'-0" ROOF ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 2783 SQ. FT. 1336 SQ. IN. UPPER VENT 40% NET VENT MIN. 534 SO. IN. UPPER VENT 50% NET VENT MAX. 668 SQ. IN. UPPER VENTS REQUIRED 48" TAMCO OFF -RIDGE VENT (138 SI NET FREE) 4 VENTS NET FREE AREA UPPER ROOF VENTING 552 SQ. IN. NET FREE AREA SOFFIT VENTING 784 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SQ. IN. / LF.1 119 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 ,�11Y1111//// 0"" G. F � :4% • : i N 77824 r cc • •W- :'�' g /t7E OF :4/ 0 Ft ss JUN 2 2 2023 Ir W �DO� } W Q 0 (nv5.w J nwgw m cc oi5z w z z O w CL �U) 0Q p=zLLU) �I-Qzp cz ^� OR c r` �r 0 0 O a a LL U) La w 0 M x a w o. 0 rL Ir U) W G U) Z O� Z a a a a a COMMUNITY: CALUSA SPRINGS PLAN # 6120 RELEASED: 6/10/20 SHEET A3. I 4" WIDE STUCCO BAND (+1) 12 5 12 5 5:12 0 ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) 12 5:12 5 0 co 4" WIDE STUCCO *25 SH *25 SH 35 SH BAND (+1) FIN. 1ST FLOOR - - - - - - - - - - - - - - GRADE - — RIGHT ELEVATION SCALE: 1 /4"=V-0" 12 5 LEFT ELEVATION SCALE: 1 /4"=V-0" ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) 5:12 0 12 5 4" WIDE STUCCO BAND (+1) 2'-01 TYP. 4" WIDE STUCCO BAND (+1) PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH ';..t:...�•.;:��:-7^::,s-.:. TRIM COLOR SAND FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C 1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) G FR/�/�Nii�� •'�GENSF ••Q ��'. 7624 - g I►TE OF C ON PPS , JUN 2 2 2023 fY W �_I :o°� >o a0 Wpl— CC w w 3: Lu Qpw�. _ c J crIr Y ° H Z LL00� Z Z4 Z ~ ul Z_ W a- 2 a � U) 0 Q �=ZWcn QQ LL O � O g� �i H O O O hid I �? Z O O O O � x IL > w w mi w w 1°� w � A cn cn w IL O rL cn W G 04 �o COMMUNITY: SPRINGS' PLAN # 6120 RELEASED: 6/10/20 SHEET A2.2 ,BUILDING SECTION SCALE: 1 /2"=1'-0" SCALE: 1/4"=1'-0" �22::x34::� 11 x17 �. INSULATION PER EN T.O.M. T.O. WDW cp co `v FIN. FLR. FOOTIN( FOUNDATION PLAN ,BUILDING SECTION SCALE: 1 /2"=1'-0" (22"x34") SCALE: 1 /4"=1'-0" 11 "x17") '.O. WDW :IN. FLR. lb N 77624 .¢all 0 T %;• S /►TF OF lv O IR �� •�C� �•• ON F" JUN 2 2 2021 cc w } 2 CC � 0 >. > <0 u)V�w w_ a�>g p cr cr Ir Y O H z �u-00C/) z lr_ °Cga<=� w a = a �(np00 �2ZlL(n < �r cz .� c c ¢ O n Q o O � � H 0 0 0 U) ov Z � o0 0 � U o w U) cn 0 w Z w a AInn" a� j w a O_ R 09 U) W G U) z O� U) I Zd a aaaa COMMUNITY: LINKS @ CAL -USA SPRI PLAN # 6120 RELEASED: 6/10/20 SHEET AS. I 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 DODD STRUCTURAL. TOP OF C.M.U. 'AF(REFER TO ELEV.) INSULATION PER COMMUNITY SPEC. SEE SEE ENERGY CALCS. ELEV. 1/2" (MIN.) CLG. BD. 2x6 ALUM WRAPPED FASCIA ix PT DRAPE BLKG BD. w/ALUM DRIP EDGE. ABOVE WINDOWS 1/2" SOFFIT PER SPECS G.W.B. SEE STRUCTURAL WINDOW PER PLAN PLAN GYP.BD. — WINDOW SILL 1/2" GYP. BD. OVER RADIANT PRECAST WIN. SILL BARRIER INSULATION (R-4.1) ATTACHED TO ix2 PT. FURRING @ 24" O.C. j /'�� SLOPE GRADE AWAY BASE BOARD FROM HOUSE 01-0" FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. 1—STORY WALL WINDOW SCALE: 1 /2" = V-0" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS PROVIDE 2X4— FRAMED ENCLOSURE FOR ELECTRICAL PANEL, FINISH W/ J" GYPSUM BOARD ELECTRIC METER LOCATION - SEE PLANS. VERIFY INSTALLATION IN FIELD STUCCO FINISH EXTERIOR— CMU BLOCK WALL NOTE: ELECTRICAL PANEL IS TO BE INSTALLED ACCORDING TO ALL APPLICABLE LOCAL, STATE AND NATIONAL CODES. VERIFY PANEL DIMENSIONS PRIOR TO CONSTRUCTION. BOARD 3 1/2" z 5 cc w GARAGE a cV ELECTRICAL M PANEL s N �O co CONCRETE aCURB REFER T op 0 PLANS GYPSUM — BOARD J" GYPSUM BOARD NICHE FOF ELECTRIC/ PANEL & WIRING ELECTRIC PANEL EXTERIOR• CMU BLOC WALL CONCRETE CURB REFI TO PLANS -aONCRETE- SLAB ON GRADE AT 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. OIL TOP OF C.M.U. i� (REFER TO ELEV.) SEE %-2x6 ALUM WRAPPED FASCIA ELEV. BD. w/ALUM DRIP EDGE. 1/2" (MIN.) ---- SOFFIT PER SPECS CLG. BD. (J" TYPE'X' GYP. BD. SEE STRUCTURAL TO BE PROVIDED N11 PLAN WHEN LIVING SPACE IS ABOVE GARAGE) 8"CMU BLOCK W/ CEMENTITIOUS FINISH (BEYOND) EXPANSION JOINT GARAGE SLAB, 4„ SPECS DRIVEWAY PER COMMUNITY SEE STRUCTURAL 1 „ PLANS SLOPE T SLOPE FIN. FL. •1 • WALL SECTION SCALE: 1/2" = V-0" ATTIC OR SECON FLOOR LIVING SPACE REFER TO PLANS • OLE NLE +:•ice i'✓1`,�i. I�1,+►}•�:'"'�►' ELECTRICAL PANEL NICHE AT CMU BLOCK WALL SCALE: 1 /2" = V-0" `—FOUNDATION PER STRUCTURAL DRAWINGS GARAGE DOOR NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION ,� •` .• Fly/4 N F • ��a ,�i��� 77824 • N S 7E OF •�. •�. S`S/ON lIh V ��`• J712 2023 IY W }2� �00� } >oCa0 W ❑ H cnVWw Q W ~ J � W W (r cr �101—z L-00U) Z z Z ~ Z J °Cg¢�— W a 2 cr a _U)000 ❑=zu-cn � H Q Z ❑ cz ,~ Cz c c O � Q o � � O H 0 0 Im 0 r..i U) O z O j I. IL < fmo w Uu w "w"w ommo 0.., a cn U) w a O_ r w U) W G U) O� U Ez 0 aa aa a COMMUNITY: PLAN # 6120 RELEASED: 6/10/20 SHEET A5•2 En T "L" FLASHING SCALE: N.T.S. WOOD SHEATHING 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) 8" THICK, 3 COAT CEMENT PLASTER METAL LATH LAP WRB & TAPE OVER ROOF/WALL SCREED 5X5 "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) ICE AND WATER SHIELD 15" VERTICAL AND 15" DOWN ROOF CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF CEMENT SHINGLE ROOFING 4) INSTALL WINDOW OR DOOR. FASTEN PER PRODUCT APPROVALS AND SEAL WINDOW OR DOOR FRAME TO P.T. WOOD BUCK AND MASONRY SEAL EDGE OF P.T. WOOL BUCK TO MASONRY 2) SET P.T. WOOD BUCK OVER CMU WATERPROOFING IN URETHANE SEALANT. FASTEN PER PRODUCT APPROVALS. 3) APPLY LIQUID WATERPROOFING MEMBRANE OVER THE TC AND EXTERIOR FACE OF BUCK AND SILL CMU OPENING WATERPROOFING SCALE: N.T.S. 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 f- WRB APPROX. 1-1/2" ABOVE SHINGLES z ROOF/WALL SCREED FASCIA WRAP 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. z in STEP 1 FOLD FOLD @ FOLD INWARD @ PT. A STEP 3 ©© FOLD @ 770 FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C 77824 r • • Q r •luz • � .. TE OF .4: S/ONA JUN 2 2 2023 EXTERIOR CMU WALL 1) PROTECTO WRAP LWM200 OR SIMILAR ON WINDOW SILL, JAMBS AND HEAD. APPLY AROUND CORNER AND EXTEND 6" ALL AROUND THE EDGES OF THE WALL PRECAST SILL STEP 2 1 FOLD INWARD @ PT. A CREASE @ PT. B STEP 4 WATERTIGHT SEAL. FOLD. DO NOT CUT. BOTTOM FLANGE FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C FOLD PT. C OVER PT. B TILL PT. C TOUCHES BOTTOM FLANGE .,~ c O r, o H m 0 O NJ 0j w (Lfmo w X W M wA 'Q w a. o_ R U 0 cn o_ oU) COMMUNITY: LINKS @ AL PLAN # 6120 RELEASED: 6/10/20 SHEET wpw l 2" PVC CONDUIT 2-2/0 COPPER 1-1/0 COPPER 0 OR 2-4/0 ALUMINUM 150 AMP 4: METER 1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT 444 COPPER OR ALUM. BREAKER 1/2" PVC CONCRETE ENCASED GROUNDED ELECTRODE mw�ll- I m ELECTRICAL RISER DIAGRAM NOT TO SCALE ELECTRICAL METER (V.I.F.) A/C DISCONNECT U- 0 a ELECTRICAL KEY 0 DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET GROUND 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 i1 EXHAUST FAN/LIGHT COMBINATION 13 CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) ® COMBINATION SMOKE / CO2 DETECTOR ® SMOKE DETECTOR �4 TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) 01 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. LUMINAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF 2014 NEC 410.16(A) & (B) 9. RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED 10. A MIN OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS 11. GFCI DEVICES SHALL BE READILY ACCESSIBLE 12. REFER TO ENERGY CALCULATIONS FOR ADDITIONAL INFORMATION. 13. PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN COMPLIANCE WITH NEC 110.26. 14. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. 15. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE PER FBC E3901.9. C= W } F_ Ill �00� } >oCQ0 W �pl- cAUWw Q = W_ ~ tr Y 0 H Z odti00cn ZZZF-Z Lu 0- OU U) = � IL U) H Q Z p c O � O H 0 0 0 0 a cn U w �--� w a u w j w w a O_ U W G U) Og Wo wzQQaaQ COMMUNITY: UNKS @ CALUSA SPRINGS' PLAN # 6120 RELEASED: 6110/20 SHEET E• N Lo N N Ec N N zo N SLAB PENETRATION PLAN SCALE: 1 /4"=1'-0" W W } 2 Ir �00 � wowc¢0 c�v�w ¢�w� _ F- > J :D cc Y 0 Z 06 U- 0 0 U) ZZZF'z LU _ GL U) p O CU p=ZU- U) M H ¢ Z p c Q9 n o a O � � H 0 0 0 o z 0 0 0 a X U) Ilow w w Z o. w cn a w aL 0 U W G En O� W Ix o Z aaaa a COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 6120 RELEASED: 6/10/20 SHEET P1.1 MASONRY LINTEL ASSEMBLIES 5EE 56HEDULE AND 5PECIFIGATION5 FOR ADD'L INFO -- BOTTOM REINP. PRECAST LINTEL W PRECAST LINTEL W EMBEDDED REINF. � I I EMBEDDED REINF. MB-1 MB-2 m� - TOP REINP. OR CONT. CONT. BOND BEAM BOND BEAM REW _ = REINF. AS REa'D - _ GROUT _ 4i _ 6ROIJr BOTTOM REINF. -' -- ` BOTTOM REINF. -- ... - PREGAST LINTEL W PRECAST LINTEL w/ EMBEDDED REINF. EMBEDDED REINF. MB-3 MB-4 MASONRY LINTEL DETAILS REINFORCEMENT MARK DE5I67NATION TOP BOTTOM SHEAR REINFORGEMENT MB-1 8F8-OB/OT ---- ----- M13-2 8F8-IB/OT ----- (1) #5 MB-3 8FI6-I13/IT (1) #5 (1) #5 MB 4 5RF14-15 ----- ----- APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE. NOTES: I. ALL LINTELS W SPANS GREATER THAN 14'-0" SHALL BE PRESTRESSED. 2. SHORE FILLED LINTEL5 AS REQURIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRESTRESSED LINTELS. 5. ALL REINFORCEMENT SHALL BE GRADE 60, fy=60 ksl 6. ALL LINTELS SPEGIFIED ON PLAN ARE MINIMUM SIZE 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 5-1.3 ROOF FRAMING PLAN 5D-I FOUNDATION DETAILS 50-2 STRUCTURAL DETAILS P13513-1 STRUCTURAL DETAILS GENERAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BASED ON 6th EDITION (2011) FLORIDA BUILDING CODE. • FOOTING DE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 P5F. • ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT W/ CONCRETE OR MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALLS 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 GORRO510N-RE515TANGE COMPATIBILITY OF HARDWARE 4 FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED WOOD. GONTAGT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • CONCRETE DESIGN BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE 5TRENGTH5 IN 28 DAYS, U,N.o.: Pc = 2,500 psi:....... FOOTINGS 2,500 psi:....... SLABS ON GRADE (INTERIOR Q EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LESS THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTINGS SHALL BEAR AT LEAST 12" BELOW FINISH GRADE. • FOOTINGS AND 5LAB5 ON GRADE 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 G41b F'c=3000 P51 w/ MAX 3/S" AGGREGATE • CONCRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE STRENGTH OF Ig00 P51 (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DESIGN BASED ON AGI 550/530.1 EREINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL BE REINFORCED w/ (I) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP SPLIGE WITH FOOTING DOWEL. • GROUT 50LID ALL REINFORCED GMU 6ELL5 AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" GONT. FULL LENGTH OF WALL w/ (1) #5 BAR GONT. (TYP. ® EXT. PERIMETER) • PROVIDE (1) #5 BAR GROUTED SOLID ON EACH SIDE OF ALL MASONRY OPENINGS 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 LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR WALL5. (A5 SHOWN ON PLANS) • ROUGH OPENIN65 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF SLAB EDGES, AND OTHER LOCATIONS WHERE SLAB GRAGKS ARE LIKELY TO DEVELOP. EXACT LOCATIONS PER BUILDER. • SAW GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH OF THE 5LAB (I" FOR A 4" SLAB) • JOINTS SHALL BE LOCATED o 12'-0" O.G. (RECOMMENDED) OR 15'-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE 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 BLDG, ELEMENT 3"xO.131" NAILS 3'W.120" NAILS JOIST TO SOLE PLATE (3) TOENAILS (3) TOENAIL5* SOLE PLATE TO JOIST/BLK'G. (3) NAILS o 4" o.c. (3) NAILS o 4" ox.. STUD TO 50LE PLATE 2 TOENAILS (3) TOENAIL5* TOP OR SOLE PLATE TO STUD 2 NAILS 3 NAILS RIM TO TOP PLATE TOENAILS o 8" o.c. TOENAILS o 6" o.c.* BLK'G. BTWN. JOISTS TO TOP PL. (3) TOENAILS (3) TOENAILS* DOUBLE STUD NAILS o 24" o.c. NAILS o 16" o.c. DOUBLE TOP PLATE NAILS o 24" o.c. NAILS o I6" o.c. DOUBLE TOP PLATE LAP 5PLIGE 9 NAILS IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP o CORNERS 4 INTERSECTING WALLS (2) NAILS (2) NAILS * 2Y2"xO.113 IS AN ACCEPTABLE ALTERNATIVE TO A 3"0.120", SAME SPACING OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE * ARE SHOWN) TH15 MODEL HAS BEEN DE516NED IN AGGORDANGE WITH THE 6th EDITION (2011) FLORIDA BU I LD I N6 CODE (5EGT1 ON 160q) LATERAL DES 16N REQU I REMENT5 FOR THE FOLLOWIN6 WIND SPEED $ EXP05URE ONLY: 140 MPH - EXP. B WIND IMPORTANCE FACTOR - 1.0 NTERNAL PRESSURE COEFFICIENT = ENCLOSED, +/- 0.18 ANY WIND 5PEED/EXP05URE NOT L 15TED HERE REQUIRES FORMAL EVALUATION APPROVAL FROM MULHERN $ KULP 5TRUGTURAL EN61 NEERI N6. EXTERIOR I$ SHEAR WALL SHEATH I NG SPECIFICATIONS INDIGATES LOCATION AND EXTENT OF 5HEARWALL WHIGH REQUIRE5 5HEATHIN6 AND/ OR FASTENING 5PEGIFIGATION5 BEYOND THAT OF STANDARD GON5TRUGTION SYMBOL SHEAR PANEL 5PEG. 15/32" PLYWOOD OR 05B FASTENED W/ PI 2y2"x0.131" NAILS @ 6" o.c. ALON6 PANEL ED6E5 AND 12" o.C. IN THE PANEL FIELD. 15/52" PLYWOOD OR 0513 FASTENED W/ P3 2V2"x0.131" NAILS @ 3" o.C. ALONG PANEL ED6E5 AND 12" o.C. IN THE PANEL FIELD. STANDARD EXTERIOR WALL SHEATHING REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALL5 w/ 15/32" PLYWOOD OR OSB FASTENED w/ 2- "xO.131" NAILS @ 6" O.G. AT ALL PANEL E06E5 AND @ 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL EDGES SHALL OCCUR OVER FRAMING OR 2X BLOCKING SHALL BE PROVIDED TO SUPPORT PANEL EDGE AND FASTENING 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING ® I6"o.c. MAX. U.N.O. ON PLAN. 3. ALL SHEARWALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER w/ 5Y2"x0.131" NAILS ® I6"o.c. USE (8) 3)'2"xO.131" NAILS o EA. LAP SPLICE. (TYP. U.N.O.) 4. LATERAL ANALY515 ASSUMES ALL INTERIOR 5HEARWALL5 AND EXTERIOR HALLS ARE GONTINUOU5 SHEATHED ABOVE AND BELOW OPENINGS. 5. SEE ARGHITEGTURAL DRAWIN65 FOR ADD'L WALL CONSTRUCTION REQUIREMENTS. 6. ALL EXTERIOR HALLS ARE CONSIDERED 5HEARWALL5. 1. WHERE PANELS ARE APPLIED TO BOTH FAGE5 OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. 8. A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENINGS ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LONG AS THEY ARE FRAMED OUT TO PROVIDE THE SHEATHING EDGE NAILING REQUIRED AND OCCUR 16" MINIMUM FROM THE ENDS OF THE 5HEARWALL. Window $ Door Allowable Wind Pre55ure5 140 MPH Wind Zone Ex o5ure B OPENING 51ZE INTERIOR ZONES END ZONES 8' Garage Door +18.5 PSF/-20.1 P5F +18.5 PSF/-20.1 PSF 16Garage Door +11.1 PSF/-11.1 PSF +11.1 PSF/-Iq.l 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 PSF 50 SOFT. +I1.0 PSF/-20.8 P5F +I1.0 P5F/-23.1 PSF 100 SOFT. +18.0 PSF/-11.8 PSF +18.0 P5F/-22.0 P5F 500 SOFT. +15.6 P5F/-I1.6 P5F +15.8 P5F/-I1.b PSF mEnd Zone is defined as the smaller of 10% of least horiz. dim. or 40% of mean roof height. NOTE: Pressures charted here are allowable pressures and have been reduced per A5GE 1-10 section 2.4.1 from ultimate pressures. Divide allowable pressures above by a factor of Oh to obtain ultimate pressures. ROOF FRAMINC-7 • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 7/Ib" MIN. 05B/PLYWOOD SHEATHING 24/16, EXPOSURE I. FASTEN SHEATHING TO ROOF MEMBERS w/ 2 3/8"x0.113" RING SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL EDGES o b" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END $ DRAG TRUSSES w/ RIN6 SHANK NAILS o 3" O.G. (U.N.O.). PROVIDE BLOCKING ALONG PANEL EDGES AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGES. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMING. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR CLIPS o 24" O.G. • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLESS OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRUSSES PER WTGA $ TPI'5 BG51 I GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING t BRACING OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRUSS SHOP 016165. SHALL BE SUBMITTED TO ARCH 4 ENG. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH t SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3'W.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 STUD WALL/WOOD BEAM ROOF GIRDER TRUSS BEARING ON ALL 51MP50N HT520 WOOD STUD WALL/WOOD BEAM 51NC7LE ROOF TRUSS OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL ROOF G.T., FLUSH BEAM OR ALL (2) SIMPSON HETAlb FLUSH G.T. BRG. ON GMU WALL ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR AS LISTED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER 5EGTION 2.2 OF AN51/TPI-2014 "NATIONAL DESIGN STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 GON5TRUGTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN AGGORDANGE WITH THE REQUIREMENTS OF A56E-1-10. ALL UPLIFT GONNEGTOR5 AND LOADS PER TH15 DRAWING SHALL SUPERSEDE THE TRUSS MANUFACTURER'S UPLIFT CONNECTOR 5PEGIFIGATION5 AND LOADS 5HOWN ON THE SHOP CARDS. LEGEND • ® INTERIOR BEARING WALL • = = = = = BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL 1: ' ; I EXTENT OF OVERFRAMING L'---'-J •--- ---- --- ------INDICATES 1/8"A" SAW GUT CONTROL JOINT WWI INDIGATE5 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 ,.�P N F ..•Q-,': ��, ��� N 77824 :* 1. (� T :.� • DESIGN 15 BASED ON bth EDITION (2017) FLORIDA BUILDING CODE. BASED ON NDS, "NATIONAL DESIGN • WOOD FRAME ENGINEERING 15 B ' .0 ; S TE Of: • SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. 1.0••. OP••��%•� S' �'?%04 • DE516N LOADS: •.OR 00 F' ....... • • • • •'.` ROOF LIVE = 20 P5F © copyright : MU/ DEAD = 7 P5F T.G., 10 P5F B.G. Structural Engineering, Inc. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INCLUDING STAIRS DECKS) a = 30 P5F ® SLEEPING AREAS Z = 50 P5F @ GARAGE =J w = 200 # POINT LOAD @ 6UARD5/HANDRAIL5 = z o = 50 P5F @ GUARD IN -FILL GOMPONENT5CD DEAD = 10 PSF (20 PSF TOTAL ® TILE) z Q WIND ULTIMATE WIND SPEED $ EXPOSURE AS LISTED `L � RISK CATEGORY II J Q E E Z GENERAL FRAMING j U mcr E • EXTERIOR WOOD STUD BEARING WALLS SHALL BE 2x 5PF#2 OR 5YP#2 o lb" O.G., OR BETTER (TYP. U.N.O. ON PLANS). W • INTERIOR WOOD STUD BEARING WALL5 SHALL BE 2x 5PF OR 5YP T �° E STUD' GRADE LUMBER o 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). Q • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x 'STUD' CD W CO°P = GRADE MEMBERS SPACED o I b" O.G. (MAX.). 0 c W • ALL NON -BEARING INTERIOR STUD WALL5 SHALL BE CONSTRUCTED o N WITH 2x 'STUD' GRADE MEMBERS SPACED o 24" O.G. (MAX), 0° `n n • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD d (1)2x KING STUD, MINIMUM. mr - 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 4 HEADERS W/ 3-ROW5 OF 3"xO.131" 068-2001 `j NAILS o 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES o 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2xb project mgr. NJ M 2x8 MEMBERS. • FACE NAIL BUILT UP 2x P05T5 W/ 3"4.131" NAILS o 16" O.G. drawn by: KGK 5TA676ERED. APPLY NAILING FROM BOTH FACES o 3-PLY OR issue date: 05-26-20 MORE GONDITION5. • REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL RRSIONS: CONNECTIONS (TYP. U.N.O. ON PLANS). • 5HEATH ALL WOOD FRAMED EXTERIOR HALLS w/ 1/I6" 05B date: initial: FASTENED w/ 2Y2"xO.131" NAILS ® 6" O.G. ® E06E5 � 12" O.G. o CENTER FIELD. PROVIDE HORIZONTAL 2x BLOCKING AT ALL UNSUPPORTED PANEL EDGES. TYPICAL U.N.O. ON THE PLANS. • PROVIDE SOLID BLOCKING 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=2(900 psi; Fv=285 psi; E=2.OxIO^b psi • FOR 2 $ 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OF 3'W.131" NAILS o 8" OIG OR 2 ROWS Y4"x3)/2 • ~ C5 51MP50N 5D5 56REW5 (OR 3y2" TRU55LOK 5GREW5) o 16" O/G. USE A MINIMUM OF 3 ROWS FOR BEAM DEPTHS OF 14" OR GREATER, C APPLY FA5TENING AT BOTH FACES FOR 3-PLY CONDITION. LOCATE C TOP 4 BOTTOM NAILS/5GREW5 2" FROM EDGE. SOLID 3y2" OR 5Y4" BEAMS ARE ACCEPTABLE. USE 2 ROWS OF NAILS FOR 2x(o 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROWS OF)14"xb" 51MP50N 5D5 5GREW5 (OR b 3/4" TRU55LOK 5GREW5) o lb" 0/6. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING 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 HALLS SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LONG TAPGONS o 24" O.G. Q FLOOR FRAMING r� 0 • I-JOI5T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR Tu ! LL EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HANGERS SHALL BE SPECIFIED BY I -JOIST /TRU55 0 W 0 MANUFACTURER, UNLESS OTHERWISE NOTED. Q z Z • I-JOIST/TRUSS SHOP DWG5. SHALL BE SUBMITTED TO ARCH. d ENG. x FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY, T 0 (L, • FLOOR 5HEATHIN6 SHALL BE 23/32" CONFORMING TO P52-04, 24" O.G., EXPOSURE I, TONGUE AND GROOVE EDGES, FASTEN < SHEATHING TO FRAMING MEMBERS W/ GLUE AND 3'W.131" NAILS o U) b" O.G. AT PANEL EDGE5 4 12" O.G. AT INTERMEDIATE SUPPORTS. tQ D � TYPICAL 5TAIR GON5TRUCTION NOTES U 1_t.1 U • (3) SINGLE PLY 2x12 STRINGERS FASTENED TO HEADER AT TOP OR LANDING, WHERE APPLICABLE, AND 2xb P.T. PLATE AT BOTTOM w/ J M U) (1) SIMP50N A35 CLIP AT EACH 5TRIN6ER. r� Z • FASTEN 2xb P.T. PLATE TO CONCRETE SLAB w/ (3) 3/6" DIA. x 3 Y2" 0 (� 1 LONG TAPGON5. • FASTEN END 5TRIN6ER5 TO ADJACENT HALLS w/ (2) 3"xO.131" NAILS sheet: AT EACH STUD, WHERE APPLICABLE. • PROVIDE 3/4" FLOOR DECKING ON RISERS AND I" FLOOR DECKING ON TREADS. • SEE STAIR FRAMING SECTION FOR MORE INFO. SM0.0 I I 1 1 11 ,10 40'-0" 21'-4" 18'-8" PATIO SLAB: 40 2 3 Y2 UNIT " GONG. SLAB ON GRADE (2500 P51 MIN.) UNw/ 6x6-N1.4xN1.4 MESH OR FIBER MESH ON NIT 5D-I q5 GOMPAGTEO FILL OR VIRGIN SOIL. �-----------------3Y2" STEP I I 5D—I1112 D—I 3 Y2" STEP •I I _ 10 I I I 5.6.D. REGE55 PER ' I I MANUFAGTURERS IN5TRUGTION I ' I N I ! I I I • I NOTE: REFER TO BLOGK PLAN FOR ALL DOWEL LOCATION DIMENSIONS. I I I I I. I I 0 2 I � I • 5D-1 I 20'-0" 20'-0" — 3Y2"STEP------- mm 4 4 I VARIE5 I o I • GARAGE SLAB: 3 Y2" GONG. 5LA15 ON GRADE Io • I (2500 P51 MIN.) w/ 6x6-K.4xV41.4 I r1k\A, MESH OR FIBER MESH OVER 6 I Y MIL. POLY ON q5 GOMPAGTEDFILL OR VIRGIN 501L. 3 )'2 N 5D-1 I I LU I I I I I I - I I� I• I N I I N I 0I 5D—I 3 2 5D-I 5D-I 5D-I 20I_8ll 5�_4�� 14'-01 `70'- 11 12" WIDE GONG. TURNDOWN EXTENDED MIN. 12" BELOW GRADE 5LA5 PLAN SCALE: 1/4"=1'-O" (2244 SHEET) SCALE: I/8"=1'-0" (IIxl7 SHEET) LEGEND • ® INTERIOR BEARING WALL • _ _ _ BEARING NALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARNALL -•-.-.-1 • I; ; I EXTENT of OVERFRAMINO L - - - J • —INDICATES 1/8"xl" 5AN GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE " (5EE NOTE5) JL METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKING UNDER POST OR JAMB ABOVE. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES $ SCHEDULES seal: 6. No 77824 _ s cc ,0 g TE OF40 : to © copyright !M—'�I� Structural�L�lg&"Apnc. z z JLW W W Z o L z w aa. J Q .n Z= Q t— • U � 4 WEn a —1 m E J� 2 Z :2 h W g c y m` W C N 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: sheet: �v, a m Z 0 O J LL. J U1 � (D Q z 0 x a. 4 a Q w U �1 li. 0 Z JJ Fill i , o 0 I 0 r N I m 1 i T- T— M IN on 21'-4" I83 , 5141 51_61" ���„ 6'-2" 3'_2" 4'_(9 41_21 1 mm m M 5'-6" 14'-0" 5'-4" It m I v BLOCK PLAN LEGEND • ® INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL 1• I EXTENT OF OVERFRAMINO L-• • - —INDIGATE5 1/8"xl" 5AW GUT CONTROL JOINT INDICATE5 LOCATION OF REINFORGED GMU GORE .`' (SEE NOTES) J L METAL HANGER INDICATES POST ABOVE. PROVIDE SOLID BLOGKIN6 UNDER P05T OR JAMB ABOVE. MASONRY LINTEL DETAILS REINFORCEMENT MARK DE516HATION TOP BOTTOM 5HEAR REINFORCEMENT MB-I 5F8-OB/0T ----- ----- MB-2 SFS-IB/OT ----- (1) #5 M13-3 SFI6-IB/IT (I) #5 (I) #5 MB-4 SRF14-IB ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT 5 GONGRETE. NOTES: I. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-0" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTEL5 A5 REQURIED. 5. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORGEMENT 5HALL BE GRADE 60, fy=60 ksl 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DESIGN. 1. ALL LINTEL5 ARE TO BE LOGATED DIRECTLY ABOVE THE OPENING BELOW MASONRY LINTEL ASSEMBLIES 5EE SCHEDULE AND 5PECIFICATION5 FOR ADD'L INFO 6Rour 6ROar -> BOTTOM REINF. PRECAST LINTEL w/ PRECAST LINTEL w/ EMBEDDED REINF. � I I EMBEDDEb REINF. ME3--11 iMBB-- #2- m TOP REINF. OR COW. CONT. BOND BEAM BOND BEAM REINF. FEW. AS REQb 6FM 6ROa BOTTOM REINP. '''F' BOTTOM REINF. x -- PRECAST LINTEL w/ PRECAST LINTEL w/ EMBEDDED REINF. _ I I EMBEDDED REINF. � y� iN� MB-5 MB-4 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES d SCHEDULES seal: N 77824 1 :, ATE OF ; 4/� 0 '.• �. @, a 'c' �� cD copyright : Suctu,RUL ;�,��� R Ei�� nng, Inc. a(D Z .J F= W Z c CDZ .— U-J o4. J i Q � .c Z= Q C-) ,a UJ T 0° E + a ; A J- Z :2 CD W 0 COm ocoo y M LO W cc M d M&K project number: 068-200 1 1 project mgr: NJ M drawn by: KG K issue date: 05-26-20 REVISIONS: date: initial: sheet: 4 SCALE: 1/4" = l'-0" (22x34 SHEET) SCALE: 1/6"=1'-0" (IlxIl SHEET) Fm2.0 0 D REAR LANAI DROPPED 13EAM5: 510)-2 (2)2x12 w/y2" 05B/PLYWOOD BTVWN. PLYS (TYP. OF 3) I-]-]- -1-F-IF DROPPED BEAM "-51MP50N HUG412 FASTER BACK TO GMU BLOCK W SIMP5ON TITEN 5GiREW5 i IP 61 i Lil \\\\-Lu I , / / BG46 GAP 4 ABA46Z FASTEN INTER5ECTIN6 r BASr — -� DROPPED BEAM5 TO P05T T �; DROPPED BEAM PER DTL U/5-1.3 4x6 1 T w/ 5 m� A13A46Z BASE °I O� W, I I ------------------ MWO&A I II I I I II I I Ir-----, I I II 11 �I I 11 I I II I I LEGEND • ® INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF SHEARHALL • I I EXTENT OF OVERFRAMIN6 •� � -- INDICATES I/8"A" 5AW GUT CONTROL JOINT INDICATE5 LOCATION OF REINFORCED GMU GORE "i ((SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE 50LID 13LOGKIN6 UNDER POST OR JAMB ABOVE. 1 4x6 P.T. P05T PROVIDE (1) 1 I 51MP50N C520 ' STRAP ON EACH 1 EXTERIOR FACE OF POST, q" MIN I END LEN6TH DROPPED BEAM5 PER PLAN I I I ' I LA _===___ ----------------HIP 61RDER TRU55------ \--------_ I I HIP 61RDER TRU55 AN L 1J L REAR WOOD LANAI TYP. BEAM TO POST CONN. WALI, 9/4'4-0' RCC� FRAMING PLAN SCALE: 1/4"= I'-0" (22x34 SHEET) SCALE: 1/&"=1'-0" (IlxI1 SHEET) ROOF FRAMING • SEE ROOF TRU55 UPLIFT CONNECTOR 56HEDULE FOR ALL ROOF TRUSS CONNECTORS. • ROOF SHEATHIN6 SHALL BE 111b" MIN. 0513/PLYWOOD SHEATHING 24/16, EXPOSURE I. FASTEN SHEATHIN6 TO ROOF MEMBERS W 2 3/e,"x0.113" RING SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL ED6E5 4 o 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRAG TRUSSES w/ RING SHANK NAILS o 3" O.G. (U.N.O.). 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 TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRUSS ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW w/ 51MP50N VTGR CLIPS o 24" O.G. • ALL METAL HAN6ER5 SHALL BE 5PEGIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERN15E NOTED. • ERECT AND INSTALL ROOF TRUSSES PER WTGA $ TPI'5 BC51 I GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6 4 BRAGIN6 OF METAL PLATE CONNECTED WOOD TRUSSES," • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH d EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH d SHORT SPAN ROOF TRUSSES W 2x4 LEDGER FASTENED TO FRAMIN6 w/(2) 3"xO.131" NAILS o 16' O.G. UPLIFT CONNECTORS BEARING CONDITION TRU55 CONNECTOR LENGTH < 15' 51MP50N H2.5T 51N&LE ROOF TRU55 BEARING ON > 15' SIMPSON HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRUSS BEARING ON ALL 51MP50N HT520 WOOD STUD WALL/WOOD BEAM SINGLE ROOF TRU55 OR PORCH ALL SIMPSON HETAI6 BEAM BEARIN6 ON GMU WALL ROOF 67., FLUSH BEAM OR ALL (2) SIMP50N HETAI6 FLUSH 6.T. BR6, ON GMU WALL ALL BEARIN6 POINTS OF EACH ROOF TRUSS 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 DESIGN STANDARDS FOR METAL PLATE GONNEGTED WOOD TRUSS CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRUSS UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE--7-10. ALL UPLIFT GONNEGTOR5 AND LOADS PER TH15 DRAWING SHALL 5UPER5EDE THE TRUSS MANUFAGTURER'5 UPLIFT CONNECTOR SPECIFICATIONS AND LOADS SHOWN ON THE SHOP CARDS. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES � SCHEDULES seal: �• N 778 4 I * fir- • ;-P'• ATE p :cum O '; : © copyrght: Nt ����� Structura fAJihJ�ri�Ig, Inc. CD z JLW w w z �Z z w � J Q Z= L) A :r 4 CMJQ pC W� c Q 3:� 0° E ; J� Z . a� W C y y o C M U W C:) cv � M d M&K project number: 068-200 1 1 project mgr N J M drawn by: KG K issue date: 05-2 6-20 RI N ISIONS: date: initial: sheet: 0 0 J LL. J LLJ � z 0 d � (Y W U J Ln cn F, Y CL Z � J Spol.3 L 16"x8" THIGKENI ED&E W/ (2) #5 GONT. THICKENED EDGE @ GARA 6E DOOR DETA I L ga IX, M 8" GMU BLOCK 6" WIDE GONT. GONG. CURB (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W FOUNDATION DOWEL 11J—�, 6ARA6E SLAB MIN. 30" &ROUT CELL I < (SEE FLAW x � � d I I III=III (Z O GRADE e '. '=1 11=1 11= d 1=1 I I I I I I I I I I I '—III=1 1—III—III=111 o z '_I11= 1=1 1 III—_III=11I- -' I - . III—11 f ' 1) #5 DOWEL W/ b" HOOK AT =III=1 ALL VERT. WALL REINF. III I i 1=1 111 11 1 I (5EE PLANS FOR LOGATI OW GLEAN COMPACTED—' FILL la 15%,1'-0" MONOLITHIC FOUNDATION STANDARD DENSITY MIN W/ (2) #5 CONT. ON CHAIRS WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" CHU WALL 5HOWN, FT6. SHALL BE 1'-4' WIDE W (2) #5 BARS GA %6r: CURB DETA� I L 5 S GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER V4" FURR 5TRIP5 -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (5EE PLAN) PORGH/PATIO/LANAI 5LA13 OR PAVERS (5EE PLANS) e PER MANur-.. -1 11=1 I 11=1 11= i' _ _ __ _ •' III —III —III— I I=1 '—III—I � III —I I I —III —III —I I I- ' —I A. III—IIMII I�l I I I —I 11=III-1 1=1 11-1 I�— MONOLITHIC III-1 I I --III-- FOUNDATION W/ (2) #5 GLEAN COMPACTED 11 GONT. ON CHAIRS FILL o 515% STANDARD I -O DENSITY AND TERMITE MIN. TREATED WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" CH) WALL SHOWN, FT6. 5HALL BE 1'-4" WIDE W (2) #5 BARS EXTERIOR OUTSWING 4 E61P POURED SILLS DETAIL 8" GMU (1) #5 VERT. FROM FT&. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" &ROUT CELL SOLID R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) Z d .. d. b e ° ° III —III —III —III —I co 13-2 &BADE _ I I—III—III=III—III. m ' I I II —III —III —I 1-1 =1 I II I I I —III :. 1—I I I —I I I —I 11= —III `.' I I MI I —III '-11 !n l l l III =III= ' I=III .. I I R 1) #5 DOWEL W/ 6" HOOK AT I— e _—III=_I I ALL VERT. WALL REINF. ' 11 11 111=III=III _� 11 (5EE PLANS FOR LOCATION) GLEAN COMPACTED 1 111 I I —III I 11- ' —111,-11 FILL ® 15% 1 11 MONOLITHIC FOUNDATION STANDARD DENSITY 1-0 W/ (2) #5 GONT. ON CHAIRS MIN. WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8' CM WALL 5HOWN, FT6. SHALL BE 1'-4" WIDE W (2) #5 BARS �nnTliv�� c,�.Tln�l W/ Rl WAU, NTS 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL BEYOND OVER %" FURR STRIPS EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (SEE PLAN) PAVERS (5EE PLANS) 1 ° d e" d I d II—I I ElII—I I I 1=1 11-1 I I —_I I r III —II II —III —III —_III e I III-1 —I I I=1 I I- MONOLITHIC I I III III-III-1 1 1 III-I`I� I GLEAN COMPACTED III =III= I I' FOUNDATION W/ (2) #5 FILL o 95%, STANDARD 1'-011 GONT. ON CHAIRS DENSITY AND TERMITE MIN. TREATED WHERE 2ND STORY WALL OGGURS DIRECTLY ABOVE THE 8" GMU WALL SHOWN, FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BARS ENTRY DOOR DETA� 1 L 6 .x � 8"x6" THICKENED — SLAB W/ (1) #5 GONT. ATIO/PORCH/LANAI SLAB (SEE PLAN) I-1 11 EDGE DETA�IL )HICKENEP WAI : Ili 6" GMU BLOCK (1) #5 VERT. FROM FT&. T BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL SOLID PORGH/PATIO/LANAI 5LA13 OR PAVERS (5EE PLAW Z I �i EXP JOINT v m R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAW ° b I —III —III. a I_III—_III- .d —III—III—III. " 11=ITIS}(I) #5 DOWEL W/ 6" HOOK AT III=III- ALL VERT. WALL REINF. ' I III=1 11=1 11=1 I III- (5EE PLANS FOR LOGATIOW -� I III —III —III , I1 GLEAN COMPACTED ' ' I —I I I-1 11— ' FILL o 15%, MONOLITHIC FOUNDATION STANDARD DENSITY I -011 V1/ (2) #5 CONT. ON MIN. CHAIRS WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" GMU WALL SHOWN, FT6. SHALL BE 1'-4" WIDE W (2) #5 BARS EXTERIOR WALL ® PORCH/PATIO/LANAI DETAIL WAU: WIS Y2" 6YP. BD. EA. SIDE OF 2x4'S o 16" O.G. Y2" J-BOLTS 6" FROM EA. END OF WALL AND SPACE o 32" O.G. is) 2" (6" MIN. EMBED) w STUD PLATE TIES PER } PT BOT. PLAN o STUD TOP 4 PLT. BOT. _ e e 16°. d d ° .4 .e' °d (2) #5'5 CONT. W/—/ 11 11 3" MIN. CLEAR 8 8 UPLIFT GONNEGTOR5 SUCH A5 STUD PLATE TIE5, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT 5UBJECT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. ISARAGE STEP DOWN DETAIL WAUli III 8" GMU (1) #5 VERT. FROM FT6. TO — BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID z_<c L dJ O RAPE I I I —_I I I=I I I_ —I - e ° -;.e ' I I��I z_ ' I —I I I-1 I I— _ ' '' i lI III —III —III —III I —I II �� GLEAN COMPACTED FILL ® 15% STANDARD DENSITY MIN. WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" GMU WALL SHOWN, FT6. SHALL BE 1'-4' WIDE w/ (2) #5 BARS )�H���r:DETA� I L R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) PVC CHASE SLEEVE To BE TWICE THE DIAMETER OF PROTECTED PIPE MONOLITHIC FOUNDATION VJ/ (2) #5 GONT. ON CHAIRS seal: • Np 7782ir i •� - *• J/ ; 1 r r-0 ��.• g TE ' :L'uZ OF .�1 P 0''. F '•• ....••• % © copyright : MULtiNF�V� Structural Engineering, Inc. oz z IJ LU W W ZCD \/ Z i Z w Q a Q Z QV IH U . ax CM-J� pC W C� c 32 = j � m E Q J- Z a o� A W p to o.0- (AM W tin g N CL W project number: 068-200 1 1 project rn NJ M drawn by: KG K issue date: 05-2 6-20 REUISIONS: date: initial: J H W Z O H d 0 Z O UL IM c�•a rC 0 d 0 O J LL (D Q Z 0 x n. d � d it i U J Ln cn 0..� Z J J W" 11111" SDm I PROVIDE 50LID SHIM BETW'N TRU55 4 GONNEGTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF SHEATHING TO FASCIA WITH 2 3/WxO.113" RIN6 SHANK NAILS ® 6" O.G. iu in 2x6 FA5GIA -SEE ARCH 8" GMU BOND BEAM W/ (1) #5 GONT. 8" REINF. GMU WALL - -5EE PLAN FOR VERT. 8 HORZ. REINF. 5PEG5 ROOF TRUS -5EE PLAN (2)3 Y2'XO.131" 8" GMU BOND BEAM w/ (1) #5 BARS GONT. 8' REINF. GMU WALL - -5EE PLAN FOR VERT. d HORZ. REINF. 5PEG5 SECTION I SCALE= s/4•,1�-0• %"xO.113" RING, SHANK 0SECTION SCALD s/4•=I'-0• BY WINDOW/DOOR MANUFACTURER SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR GONNEGTOR 5PEGIFIGATION5 PROVIDE M015TURE BARRIER PLATE (PER TRL65 MANUF) EACH TRUSS. VERT WALL REINF. TO EXTEND INTO BOND BEAM 2x4 FLAT BLOGKIN6® 16" o.c. FASTENED TO BOND BM. w/ Y4" TAPGON (2)3 Y2"xO.131" VERT WALL REINF. TO EXTEND INTO BOND BEAM 2x4 GAT5 ® I6"o.c. FASTENED TO GABLE END TRU55 w/ (20'xO.131" TOENAILS. GABLE END VERTICAL WEB REINFORCING AS REQURIED BY TRU55 MANUF. 2x8 P.T. PLATE FASTENED - TO BOND BM. W/ Y2" DIA. ANCHOR BOLTS ® 32" O.G. WITH T (MIN) EMBEDMENT. EXTERIOR SHEATHING EDGE NAILING - 2Y2"xO.131" NAILS ® (0110.6. FASTEN BOTTOM GHORD OF TRU55 TO P.T. SILL PLATE w A" DIA. x%" LONG 5D5 50REW5 ® I6" o.c. PROVIDE M015TURE —/ BARRIER PLATE BELOW WOOD MEMBERS ON GMU (PER TRU55 MANUF) 8" GMU BOND BEAM V4/—/ (1) #5 BAR GONT. 8" REINF. GMU WALL -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 HIP G.T. ROOF TRUSSES -5EE PLAN — - FASTEN SHEATHING TO 2x4 2x4 BLOCKING w/ BLOGKIN6 w/ 2 %"x0.I13" F(3)3 Y4"x0.131" RING SHANK NAILS ®4"O.C. TOENAILS EACH END x 2'-0" MIN i ROOF 5HT6 i (4) 3 Y4"xO.131" SHALL BE NAILS GONT. 24" MIN ONTO. ROOF n 2x4 BRACE w/2x4 T-BRACE, SPAGED @ 4'-0" O.G. MAX. FASTEN 2x4 TO 'T' w/ 3 Y4"x0.131" NAILS ® 12" O.G. - VERT WALL REINF. TO EXTEND INTO BOND BEAM PROVIDE 2x4 BLOGKIN6® 49 O.G. IN FIRST (3) BAY5 OF ROOF TRU55E5-GUT TO FIT TIGHT BETWEEN TRU55 BOTTOt GHOR05 AND NOTCH AROUND SILL PLATE FASTEN DRYWALL TO BLOCKING w/ 5GREW5 /NAILS ® 6" O.G. 5HT6. TO HIP .113" RING 6" O.G. - UPLIFT CONNECTOR -5EE PLAN - HIP JAGK TRUSSES `-FASTEN BOTTOM CHORD OF 8 GMU BOND BEAM w/ G.T. TO TOP OF WALL w/ 51MP50N H6AMIOKTA GLIP (1) #5 BARS GONT. 48"O.G. 8 REINF. GMU WALL VERT WALL REINF. TO -5EE PLAN FOR VERT. EXTEND INTO BOND BEAM 4 HORZ. REINF. 5PEG5 KTIR-0• I. 2X PT BUCK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FAGE OF WINDOW/DOOR, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3i( W" TAPGON5 6" FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM EDGE OF BUCK. 2. BUGK5 LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. 5TRUCTURAL CONNECTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN THI5 GA5E. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X BUCKED OPENING, USE (3) ROW5 OF 3'xO.131" NAILS STAGGERED ® 12" O.G. EA. 5000E551VE BUCK. 4. MIXING OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FA5TENIN6) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROW5 OF 2Y2"xO.131" NAILS ® 16" D.G. FASTEN WINDOW/DOOR TO 2X PER WINDOW/DOOR MANUFACTURER'S 5PEG5. H LIN�0"O011BUCK DETA� 1L TS PROVIDE SOLID SHIM BETW'N TRU55 4 CONNECTOR IF TRUSS LOCATED LE55 THAN I YY FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF SHEATHING TO FA5GIA WITH 2 3/e"x0.113" RING SHANK NAILS ® 6" O.G. 2x6 FASCIA -SEE ARGH REINF. MA50NRY LINTEL/ BEAM - - SEE PLAN FOR SPECIFICATIONS. VALLEY SET OVERFRAMIN6 FASTEN EACH OVERFR TRUSS TO TRU55 BELO WITH (1) 51MP50N VTGR ® 24" O.G. BOND -BEAM - -.----GONTIN. PREGA5T HEADER 8" GMU PIER ENTIRE GOLUMN TO BE GROUT FILLED GA5T-GRETE GA5T-GRETE WINDOW SILL, WINDOW SILL, OR EQUIV. OR EQUIV. Ll DOUBLE WINDOW @SONRY MA PIER DETAIL LSCALE= NTS TRIIMI"E MANDOW SIN. SE��/F�� 3 SCALE TYP I CALL OVERFRAM I NCG CONNECTION DETAIL SCALE: N.T.S. PROVIDE SOLID SHIM BETW'N TRU55 t CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2' FROM GONNEGTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. SEE UPLIFT GONNEGTOR SCHEDULE ON PLANS FOR CONNECTOR 5PEGIFIGATION5 CONNECT EAGH END OF MA50NRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL w/ 24" LE65 MAIN ROOF SHEATHING MAIN ROOF TRU555 ROF I T DETA�I L)�T SCALE: SEE DETAIL I ON STRUCTURAL PLANS FOR ADDITIONAL GONNEGTION IF0 NOT 5HOWN HERE A5TEN EA. ROOF TRU55 TO GMU w/ IMP50N M5TMI6 TN15T STRAP. A5TEN STRAP TO CMU w/ (4) A" DIA. x 2 LONG TITEN SCREWS 'ROVIDE M015TURE BARRIER 'LATE (PER TRU55 MANUF.) AGH TRUSS. 'ROVIDE 2x FLAT BLOCKING FIT TIGHT TO :OOF TRUSSES 0 EVERY OTHER BAY A5TENED TO GMU w/ (3) Y4" DIA, x 3 YY LONG APGON5. FASTEN BLOGKIN6 TO ROOF RU55E5 w/ (2) 3 Y4"xO.I31" NAILS ® EA. END. 2x FASCIA -SEE ARCH FASTEN EXTERIOR SHEATHING TO BLOCKING IN EA. TRU55 BAY w/ 2 NAILS ® 6" O.G. FASTEN EA. 2x4 BLOCKING IN EA. TRU55 BAY TO BOND BM. w/(4) HILTI 0NI12P8 PAF's FASTEN EXTERIOR SHEATHING TO 2x BLOCKING w/ 2 Y2"xO.131" NAIL m 3"O.G. 8" CMU BOND BEAM w/ (1) #5 BAR5 GONT. 8" REINF. GMU WALL - -5EE PLAN FOR VERT. t HORZ. REINF. 5PEG5 CTION&!V!, ALE: sia'=I'-o' ALL LAPS IN MA50NRY 25" RUNNING BAR #5 BENT GORNER BAR GROUTED CELL TYP. CORNER PERT. WALL REINFORCING DETAIL SCALE: NTS NOTES: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). SEE TYP. FOUNDATION 2. PROVIDE 3/4" DIA. HOLE FOR DETAILS FOR ADDITIONAL DOWEL, BLOW OR BRUSH GLEAN. INFORMATION NOT 5HOWN 3. FOLLOW MANUF. INSTALLATION HERE INSTRUCTIONS. FUTURE 8" GMU 1 BLOCK #5 VERT. BAR TO BE DRILL 6" INTO EX15T'6 Q LOCATED PER PLAN ISLAB, EPDXY 4 DRIVE I IN GROUTED CELL #5 DOWEL, PROVIDE MIN. I J 50" LAP SPLICE I I I mo I I = I I I ' 'I � I —III —I GRADE III —III— ° I I —III —III —I I I I I, I I l I- -1 o —III—ICI—ICI ICI —ICI —_ICI III —III —III a ' . III=III- MISSED DOWEL RETROF I T DETAIL SCALE: NTS SIN. • CMU STEM FIX OR4rPED 6RADE k` 1100 • 77824 _ - * :¢- • :w- - ATE OF o•4 SS�ONA���; © copyright: MUL�E/�P Structural Engineering, Inc. oz Z m w TRUSSES w Z o PLAN cD Z Q W a J L Q m � Z= F- A T GONNEGTOR -� SCHEDULE 2 nE, UJ cn •5 =WJ m a >. WALL REINF. Q •- (TEND INTO Z o BEAM ui C c CAm` W C N �. Cn d IVF 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: LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME i SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REQU I RED ALL APPL I GABLE AREAS. THESE WHERE 5PEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. SD2 r a PERMANENT ROOF TRU55 BRACING NOTES: (51NOLE FAMILY HOME OR TOWNHOUSE GON5TRUGTION, WITH ROOF TRU55E5 SPACED NO MORE THAN 24" 0.0 1. WOOD TRU55E5 SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDIN6 COMPONENT SAFETY INFORMATION (BGSI) "GUIDE TO 6001) PRACTICE FOR HANDLING, IN5TALLIN6, RE5TRAININ6 t BRAGIN6 OF METAL PLATE CONNECTED WOOD TRUSSES," (2006 EDITIOW. 2. TOP CHORD BRACING: TOP CHORDS SHALL BE BRACED BY DIRECT -APPLIED PLYW000/05B 5HEATHIN6. • IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLINS FASTENED TOP CHORD, CONTACT MtK FOR BRAGIN6 DESIGN. 3. BOTTOM CHORD BRAGIN6: a. THE BOTTOM CHORDS SHALL BE BRACED BY DIRECT -APPLIED G.H.B. GEILIN6 4. WEB MEMBER BRAGIN6: THE TRU55 MANUFACTURER SHALL INDICATE THE TRUSS MEMBERS (WEB5, VERTICALS) THAT REQUIRE LATERAL BRACIN6/RE5TRAINT. a. 'T' OR 'L' BRACE: WHERE BRACIN6 15 REQUIRED A5 INDICATED ON SHOP DRAWING, UTILIZE TOR 'L' BRACES (REFERENCE B651-133 FI6URE5 83-16 t 133-4. SHOP APPLIED REINFORCEMENT PER BGSI-133 FIGURES 83-22 t BC-23 15 ACCEPTABLE. • T' t 'L' REINFORGIN6 MATERIAL SHALL MATCH THE 51ZE OF THE WEB/VERTICAL MEMBER. • 'L' t T' REINFORGIN6 TO BE A MINIMUM OF 40% OF THE LEN6TH OF THE WEB/VERTICAL MEMBER. • FA5TEN 'L' OR 'T' REINFORGIN6 TO WEB/VERTIGAL W/ Ibd GUN NAILS (0.13lx3 l/2") AT 6' O.G. b. CONTINUOUS LATERAL BRACING ALTERNATE: WHEN THREE (3) OR MORE 51MILARLY CONFI6URED ROOF TRU55ES AL16N, CONTINUOUS ROW5 OF LATERAL BRAGIN6 MAY BE USED IN LIEU OF THE ABOVE -NOTED t'OR 'T' BRAGE5. • CONTINUOUS ROW5 OF LATERAL BRACING SHALL CON515T OF MINIMUM 2x4. ROW5 SHALL BE LAP SPLICED ONE TRU55 BEYOND IN EACH DIRECTION. 5ECURE BRACE TO EACH TRU55 COMPRE55ION WEB w/ (2) 16d 6UN NAILS (0.13lx3 1/2'). • CONTINUOUS LATERAL BRACING SHALL BE RESTRAINED BY DIA60NAL BRAGIN6 (MIN. 2' THICK NOMINAL LUMBER t MINIMUM SPF 'STUD' GRADE MATERIAL). THIS BRAGIN6 15 TO BE CONTINUOUS. PROVIDE ONE ROW OF PIA60NAL BRACING AT VERTICAL WEB MEMBERS OF TRUSSES CLOSEST TO EACH GABLE END WALL t ADDITIONAL DIA60NAL5 AT 20'-0' A5 REQUIRED. DIAGONAL BRACE NAILED TO OPP051TE PROVIDE (2) 16d NAILS o 51DE OF WEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIRECT -APPLIED PLYW00D/05B A ROOF 5HEATHIN6 CONTIN. LATERAL BRACING TO LAP ACROSS MIN. N TRU55 BAY A5 5HOWN SECTION B-B 0 2x STRON6BAGK NOT REQ'D FOR STRUCTURE) DIRECT -APPLIED PLYWD/O5B fc7 DIRECT -APPLIED 616113 GEILIN6 — COMPRE5510N WEB (SLOPING OR VERTICAL) seal: ��• !� �J J.• N 7782 :C- • :W- = : O -O • ATE Of cQ copyright: Mlj��i6I /Its Structural Engineering, Inc, a CD Z JLU W w Z N CD rn r-- Z Z w J a 0 Q .a ZQ o v H A =3 En cW :2 '� j m E a aA Jz �g W Y G � y M W c N �. cr) = 7 W project number: GONTINUOU5 LATERAL BRACE ALTERNATE o (3) OR MORE ADJACENT SIMILAR TRU55ES (5EE 0 6 8-2 0 0 1 1 INDIV. TRUSS SHOP DRAWIN(55 NJ M FOR LOCATIONS) rdrawn KGK 2x STRON6BAGK MAY BE�5"26"2INSTALLED FOR GONSTRUCTABILITY TO KEEP EVEN SPACIN6 AT BOTTOM CHORD MOT REQV FOR STRUCTURE� REVISIONS: DIRECT -APPLIED 6WB GEILIN6 WEB MEMBER REOVIRI146 BRACING AS INDICATED BY TRU55 MANUFACTURER 2x 5TRON65ACK5 MAY BE INSTALLED FOR CON5TRUCTABILITY TO KEEP EVEN 5PACIN6 AT BOTTOM CHORD MOT REOV FOR STRUCTURE) 'L' OR T BRACING o WEBS DESI6NATED BY TRUSS MANUF. PERMANENT TRUSS BRAG I NG PETA I L5 4 NOTES W016a, N" GMT Ad°P1 IW GEILIN6 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 APPLICABLE AREAS. THESE WHERE SPECIFICALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. date: initial: a Cz Z sheet: PBSB'� =■ 2�9o�pMV,�iZli v v,