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HomeMy WebLinkAbout36820 Precita TerLumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek' RE: 772591-X - Dupont MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: K Hovnanian -Tampa -Links @ Calusa Springs Project Name: DupontTi�eIL �7uponfi5 Lot/Block: 33 Subdivision: Links @ Calusa Creek Address: City: Zephyrhills State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.3 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 45 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T20455619 Al 6/12/20 23 T20455641 CJ3P 6/12/20 2 T20455620 A2 6/12/20 24 T20455642 CJ5 6/12/20 3 T20455621 A3 6/12120 25 T20455643 E31-1 6/12/20 4 T20455622 A4 6/12120 26 T20455644 EJ5P 6/12/20 5 T20455623 A5 6/12120 27 T20455645 EJ7 6/12/20 6 T20455624 A6 6/12/20 28 T20455646 EJ7A 6/12/20 7 T20455625 A7 6/12/20 29 T20455647 HJ3 6/12/20 8 T20455626 A8G 6/12/20 30 T20455648 HJ3A 6/12/20 9 T20455627 A9 6/12/20 31 T20455649 HJ3B 6/12/20 10 T20455628 A10 6/12/20 32 T20455650 HJ5P 6/12/20 11 T20455629 All 6/12/20 33 T20455651 HJ7 6/12/20 12 T20455630 Al2 6/12/20 34 T20455652 K 6/12/20 13 T20455631 A13 6/12/20 35 T20455653 K3 6/12/20 14 T20455632 A14G 6/12120 36 T20455654 L1 6/12/20 15 T20455633 B1 6/12/20 37 T20455655 L2 6/12/20 16 T20455634 B3H 6/12/20 38 T20455656 LG 6/12/20 17 T20455635 B5H 6/12/20 39 T20455657 V2 6/12/20 18 T20455636 C1H 6/12/20 40 T20455658 V3 6/12/20 19 T20455637 C1HA 6/12120 41 T20455659 V4 6/12/20 20 T20455638 CA 6/12/20 42 T20455660 V5 6/12/20 21 T20455639 CAP 6/12/20 43 T20455661 V6 6/12/20 22 T20455640 CJ3 6/12/20 44 T20455662 V7 6/12/20 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by American Builders Supply, Inc.. Truss Design Engineer's Name: Lee, Julius My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. Ilillll//�/I %%tvL1u S `,. �•• '. No 389 STATE OF :�44/� /1111 Julius Lee PE No.34669 MiTek USA, Inc. FL W 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 12,2020 Lee, Julius 1 of 2 N 38, R" r i r VI��I--�L•J/ I IN ON 01, _ ■ I§ NEI I� • I Is I§ V, Al ODD SPACE womM I\ �I I► \I .I IN - IN 13,11 r 101. 10,11 re �� ES 3 ALLOWANCE ENTRY W/3'-8 t/16' HEEL HGHT (E. F.F. 12'-0" A.F.F.) 0 0 6" O O/H DETAIL 0 r Hatch Legend im 8'-08" BRG HGT General Notes Required interior bearing walls shown heights noted Trusses may not be cut or altered in any way without prior authorization from ABS, Inc. Any trusses that are cut or altered without authorization will be repaired or replaced at the customers expense No backcharges of any kind will be accepted without prior review and written consentfrom ABS, Inc. For proper truss handling and bracing, refer to the "TPI" documents "SCSI-Bt through B4" ` Any multi -ply trusses must be attach ed together per the engineering specifications prior to installation Permanent and temporary bracing is the responsibility of the truss installer. The "Engineer of Record" for the project is responsibile for the design of the permanent bracing, the diaphram system, shear walls, and structural elements to resist lateral loads from wind and or seismic activity. The "EOR" is also responsible to call out the is strapping materials to sufficiently attach the trusses to the load bearing structure below, to verify truss design spec- ifications (pitch, span, profiles, applied loading, wind application, etc.), and for the overall design and placement plan of the truss system. If any job site accidents occur involving trusses, the installer must immediately stop work on the project and notify a representative of ABS, Inc.. All trusses involved in an accident must be inspected by a licensed structural engineer to determine the cause of the accident. The builder assumes all liability if trusses involved in an accident are altered or moved in any way before an inspection is completed. All de- cisions regarding necessary repairs or replacement of trusses will be based on the recommendation of the report sub - Refer to Simpson Strong -Tie website (www. strongtie. co rtUprodu cts/con nectors), or the USP website (www. uspmnnectors. com/u s/products/mn n e ctors), for proper use and attachment of the specked hangers. gand U Roof Floor Ammo %N BLI DIMS SUPPLY Revision: 5-12-20 Entry span to 8'-0" RF LANAI Revision: 6-5-20 Entry span RF Lot 33 Links @ Calusa Springs,n. Revision: 5-1-20 improved def per redlines / no foyer brg wall Page 1 of 1 5/22/20 Brian C . BB 772591 ABBREVIATIONS AB ANCHOR BOLT MAS MASONRY A.F.F. ABOVE FINISH FLOOR MAT MATERIAL ADJ. ADJUSTABLE MAX MAXIMUM ALUM. ALUMINUM MC MEDICINE CABINET ANCH ANCHOR MECH MECHANICAL 4 ANGLE MIN MINIMUM @ AT MIR MIRROR ML MICRO LAM BD. BOARD M.O. MASONRY OPENING BF BI-FOLD MTL METAL BLDG. BUILDING BM. BEAM N.I.C. NOT IN CONTRACT BLKG BLOCKING (NTS) NOT TO SCALE B.O. BOTTOM OF B.P. BI-PASS DOOR OBS OBSCURED BRG. BEARING O.C. ON CENTER BRK. BRICK OHGD OVERHEAD GARAGE DOOR OPER OPERATOR C.J. CONTROL JOINT OPNG OPENING 9- CENTER LINE OPT OPTIONAL CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD COL. COLUMN OZ OUNCE CONC. CONCRETE 1/19 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 DW DOOR DISH WASHER QUAD QUADRUPLE DWG DRAWING D.S. DOWNSPOUT REF REFRIGERATOR DTL DETAIL REINF REINFORCED REQ'D REQUIRED EA. EACH PING RANGE E.J. EXPANSION JOINT R.O. ROUGH OPENING ELEC. ELECTRICAL R RISER ELEV ELEVATION FIND ROUND EQ. EQUAL R&S ROD AND SHELF EQUIP. EQUIPMENT EXP EXPANSION SC SOLID CORE EXT. EXTERIOR SCHEM SCHEMATIC EE EACH END SHLF SHELF SHT SHEET FD FLOOR DRAIN SHWR SHOWER FIN. FINISHED FLOOR SIM SIMILAR FND. FOUNDATION SH SINGLE HUNG FLR. FLOOR S.S. STAINLESS STEEL FP FIREPLACE STL STEEL FR FIRE RATED STRUCT STRUCTURAL FXD FIXED SUSP SUSPENSION FRM FRAME SGD SLIDING GLASS DOOR FTG FOOTING SQ SQUARE GA. GAUGE T TREAD GALV. GALVANIZED TB TOWEL BAR GC GENERAL CONTRACTOR T&G TONGUE AND GROOVE GEN GENERAL TEMP TEMPERED GYP. GYPSUM T.O. TOP OF GL GLUE LAM TR TOWEL ROD GLS GLASS TRPL TRIPLE TYP TYPICAL H HIGH HC HOLLOW CORE U.N.O. UNLESS NOTED OTHERWISE VERT VERTICAL HGT. HEIGHT V.L.I.F. VERIFY LOCATION IN FIELD HDR. HEADER HB HOSE BIBB W WASHER HORIZ. HORIZONTAL W/ WITH WC WATER CLOSET INSUL. INSULATION WD WOOD INT. INTERIOR WWM WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB ff Vn a n I OnTM Cornpan.i'es 90 Matawan Road Matawan, NJ 07747 (732) 383-2200 DUPONTASPIRE TEMPORARY SALES CENTER ELEVATION "B" i 1 ZEPHYRHILLS, FL 33542 LOT 033'�' 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 "B" 1 ST FLR A/C 1830 SQ. FT. SALES CENTER 410 SQ. FT. TOTAL A/C 2240 SQ. FT. ENTRY 43 SQ. FT. LANAI 120 SQ. FT. TOTAL UR 1 2403 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 CS1 CS2 A1.1 A2.1 A2.2 Aal1 A5.1 A5.2 WP1 E 1.1 P1.1 S-0.0 F-1.0 F-2.0 S-1.3 SD-1 SD-2 COVERSHEET & BUILDING DATA KSH��c""fit'„ r,;,�E, GENERAL NOTES FIRST FLOOR PLAN co'DELI FRONT & REAR ELEVATIONS tJRoi�P1�0� j�11. SIDE ELEVATIONS ROOF PLAN REv'�q BUILDING SECTIONS OAT� Ems. TYPICAL WALL SECTIONS Pam`S WATERPROOFING DETAILS FIRST FLOOR ELECTRICAL PLAN SLAB PENETRATION PLAN STRUCTURAL NOTES SLAB PLAN BLOCK PLAN ROOF FRAMING PLAN FOUNDATION DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS JUN 0 8 N20 111T C= W T: w z Mu rrQ0 Ill ::)o1-- Q�Lu� w i�' I J � W - �ot=�oC Y Q I- z ,6LL00U) zzzpz_ �WQ J Q m J 0- _ cr CL �c/)000 Z) zwCl) azo c 0 0 .j I•••r 0o w w A MM� U) 0 wA w ONE" 0� a U U) p< f__q 0 a :3 01 O_ R lz N W U) Oo aaaaa �Z COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 5/13/20 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 0.0 V. HANDRAIL CONTINUITY: HANDRAIL -GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUT INTERRUPTION BY NEWEL POSTS OR OTHER OBSTRUCTIONS. EXCEPTIONS: LHANDRAILS WITHIN DWELLING UNITS ARE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT A STAIR OR RAMP LANDING. 2. WITHIN A DWELLING UNIT, THE USE OF A VOLUTE, TURNOUT OR STARTING EASING IS ALLOWED ON THE LOWEST TREAD. 3. HANDRAIL BRACKETS OR BALUSTERS ATTACHED TO THE BOTTOM SURFACE OF THE HANDRAIL SHALL NOT BE CONSIDERED OBSTRUCTIONS TO GRASPABILITY, PROVIDED THAT THE FOLLOWING CONDITIONS ARE MET: 3.1. THEY DO NOT PROJECT HORIZ BEYOND THE SIDES OF THE HANDRAIL WITHIN 1'/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 1V2' CAN BE REDUCED BY 1/8". 3.2. THEY HAVE EDGES WITH A RADIUS OF NOT LESS THAN .0I ". 3.3. THEY OBSTRUCT NOT IN EXCESS OF 20 PERCENT OF THE HANDRAIL LENGTH. HANDRAIL CLEARANCE: CLEAR SPACE BETWEEN A HANDRAIL AND A WALL OR OTHER SURFACE SHALL BE A MINIMUM OF 1.5". A HANDRAIL AND A WALL OR OTHER SURFACE ADJACENT TO THE HANDRAIL SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. GUARDS: SHALL BE LOCATED ALONG OPEN -SIDED WALKING SURFACES, PLATFORMS, STAIRWAYS, RAMPS AND LANDINGS THAT ARE LOCATED MORE THAN 30" MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36" HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD. OPENING LIMITATIONS: REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT WHICH ALLOW THE PASSAGE OF A 4" SPHERE. SCREEN PORCHES: PORCHES AND DECKS WHICH ARE ENCLOSED WITH INSECT SCREENING SHALL BE PROVIDED WITH GUARDS WHERE THE WALKING SURFACE IS LOCATED MORE THAN 30" ABOVE THE FLOOR OR GRADE BELOW. FIRE PROTECTION: FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL VERTICAL AND HORIZONTAL CONCEALED DRAFT OPENINGS. ASPHALT SHINGLES (IF APPLICABLE) : 1. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.2.6 AND R905.2.6.1. R506.2.3 VAPOR RETARDER: A 6-MIL POLYETHYLENE OR APPROVED VAPOR RETARDER WITH JOINTS LAPPED NOT LESS THAN 6 INCHES (152 MM) SHALL BE PLACED BETWEEN THE CONCRETE FLOOR SLAB AND THE BASE COURSE OR THE PREPARED SUBGRADE WHERE NO BASE COURSE EXISTS. EXCEPTIONS 1. GARAGES, UTILITY BUILDINGS AND OTHER UNHEATED ACCESSORY STRUCTURES. 2. FOR UNHEATED STORAGE ROOMS HAVING AN AREA OF LESS THAN 70 SQUARE FEET (6.5 M) AND CARPORTS. 3. DRIVEWAYS, WALKS, PATIOS AND OTHER FLATWORK NOT LIKELY TO BE ENCLOSED AND HEATED AT A LATER DATE. 4. WHERE APPROVED BY THE BUILDING OFFICIAL, BASED ON LOCAL SITE CONDITIONS. DRAFTSTOPPING: IN COMBUSTABLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSOPPING SHALL DIVIDE THE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR/CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: 1. CEILING IS SUSPENDED. 2. FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYP OPEN -WEB PERFORATED MEMBERS. 1. MATERIALS: DRAFTSTOPPING MATERIALS SHALL NOT BE LESS THAN 1/2" GYPSUM BOARD, 3/8" WOOD STRUCTURAL PANELS OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. DRAFTSTOPPING SHALL BE INSTALLED PARALLELL TO THE FLOOR FRAMING MEMBERS UNLESS OTHERWISE APPROVED BY THE BUILDING OFFICIAL. SEPARATION FROM GARAGE: PER SECTION R302.5, R302.6, OPENING PROTECTION 1. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID OR HONYCOMB CORE STEEL AND NOT LESS THAN 1 3/8", 20 MINUTE RATED, WITH SELF CLOSER. 2. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" TYPE "X" GYPSUM BOARD OR EQUIVALENT. CEILING CONSTRUCTION: 1. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 INCH (12.7 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 INCH (12.7 mm) GYPSUM BOARD OR EQUIVALENT. EXTERIOR FINISHES: 1. CEMENT PLASTER FINISH OVER MASONRY SHALL BE 5/8" THICK TEXTURED PER COMMUNITY STANDARDS. 2. CEMENT PLASTER FINISH OVER WOOD SUBSTRATE SHALL BE 7/8" THICK (3) COAT STUCCO OVER (2) LAYERS OF WATER RESISTANT BARRIERS IN ACCORDANCE WITH FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL, R703 AND ASTM C926. TEXTURE PER COMMUNITY FLASHING: 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 3. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: • THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTUREROS INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTUREROS INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. • IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OFA REGISTERED DESIGN PROFESSIONAL. • IN ACCORDANCE WITH 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) JUN 0 8 2920 W �z0= o} F- wo Qo (f7 0 W W cc W_ tY IY cr_ Y 0 H z 'aLL00� z zz z ~ z J Q J W 1L _ a Z = Z WO � F- Q z 0 0 n 0 �Z Fa- 0 0 U O w 0MM0 0 `Ml -1 O � wi w Z , w c MCC 1--m 0 a D ol _O L It U) W O tn 0 W �Z aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN #61Of RELEASED: 5/13/20 SHEET CS2 O z w U) z Q cr 0 06 U) z g w w m 1l. 10'-0" 12'-011 611 111_p/1 611 STUCCO WRAPPED ❑ w -p — — — — BEAM Ca)T-8" ❑ co a I STUCCO WRAPPED I 4X6 POSTS v m I LANAI I v M C) _ 8'-8" CLG. 0 00 c MOISTURE RESISTANT CD DRYWALL CEILING 8'-8" 9'-4" I I 35 SH I 6068 SGD TEMP. <-- I = RAG 3'-8" TcY LOCATION _rlT 1 18'-6" ABOVE DOOR z"a � ADD 7/16" OSB TO MECH.CLOSET GREAT CEILING FOR FIREDRAFT STOPROOM N IR 8'-8" CLG.QO M r O N I m co Lo m 3-SIDED ACRYLIC SURROUND TUB PER COMMUNITY SPECS Lo co N 14'-811 XFER GRILL AHU ON STAND c�06, cc: c9 m 21_p" 3111 2 81-8" I I I I I I I I I JAI �I I I 00 -r) -1 l o —1 i z o DINING T co 01 o co '' Q AREA 36" HT. FLAT cli -(ITCHEt I COUNTERTOP 8'-8' CLG. J 8'-8" CLG. _ I 31-5211 n I 61.811 10'-52" 21_4" 41_911 M 11 8'-11211 i BEDROOM 4 �, CL. I � 8'-8" CLG. I I I I I 2'- /J21" F=3=: OPT. REF.- cV 2 A5.1 I I I I `35 SH (53"x63") EGRESS 0 0 15'-2" 8'-8" CLG. .m 5'-1ill 2 1 OS BATH 8'-8" CLG. T-3'� Q7 cv) o� LNDRY rN 8 8'-8" CLG. N BEDROOM 2 I �IDRYER VENT i (9-j ao 8 -8 CLG. OfWASHER coi CL. - BOX I •-�N 2 I 1 / d\ 1AI�Ci� -._. T 12'-91" 6-2_11 - 2 2 61_8111 ,�6`° 1 p'-211 XFER 2 rN 2868 SC W/ 2 21-5111 GRILL �s� i SELF CLOSER41_6111 XFER 6� rn r) 2 t r HALL 6� HALL BATH 8'-8" CLG. 1 Lo 8'-8" CLG. 91_p/l T-,2„ I 5'-821 u�V 31 1/1 O _ � o I FOYER CC� I 8'-8" CLG. cV CL. � 1 0 206' 3' 22" 7 6'-8" 2'-4" XFER GRILL BEDROOM 3 8'-8" CLG. T 1 O •- 12'-0" *25 SH (37"X63" EGRESS) -8" CLG. O 0o GRILL `I' LINE OF 2" CONC. CURB 4 9'-6" 9'-3411 i FUTURE 22"X54" ` ATTIC A/C SYSTEM r -- L----- -� ACCESS IN THE ATTIC 1/2" WALL BOARD ON o GARAGE SIDE PROVIDE L-- INSULATION . ,. AS REQ'D OFFICE 2 OFFICE 1 8'-8" CLG a 8'-8" CLG T-T FIXED 3068 LO coo 3068 FIXED It T-T 'r FRENCH DR:;.-, N o FRENCH DR 0 TEMP SALES CENTER TEMP PODIUM ,0 6'-T/ 51_611 61_7" 1/2" CEILING BOARD ABV. *� GALLERY 0) 181.811 10'-0" CLG. SMOOTH TEXTURE ON ALL WALLS OF SALES TEMP OFFICES AND GALLERY TEMP °D ACCESSIBLE ACCESSIBLE THRESHOLD p o THRESHOLD SINGLE LITE, o c SINGLE LITE, TEMPERED TEMPERED DOORS DOORS I I I I I cc I I I I 514 1 V-411 h'-0" 4'-4" 21_011 16141 21-011 13'-411 5'-4" ! 20'-0" 38'-8" I FIRST FLOOR PLAN a SCALE: 1/4"=1'-0" O T 3-SIDED ACRYLIC SURROUND 36"x60" ACRYLIC SHWR PAN 00 CV m a m w m w �X N M PRE -PLUMBING FOR WATER HEATER (V.I.F) TANKLESS WATER HEATER ti N O r- = THRESHOLD EXTERIOR FINISH MATERIAL PROVIDE SEPARATE A/C COMP. FOR SALES CENTER MINI -SPLIT A/C SYSTEM. —DOOR - SEE PLAN FOR TYPE AND SIZE rINTERIOR FLOOR I LEVEL ACCESSIBLE THRESHOLD DETAIL PROVIDE LEVER TYPE DOOR HANDLES PER FAC404 LEGEND SYMBOLS n BUILDING/WALL SECTION MARKER ® INTERIOR ELEVATION MARKER k EMERGENCY ESCAPE & RESCUE �T ELEVATION STEP BRKX FLOORING BREAK WALL TYPES 2x WOOD/STEEL FRAMED PARTITION INTERIOR PARTITION w/ INSULATION CMU WALL CMU WALL w/ FURRING & INSULATION NOTE: INTERIOR WALLS ARE DRAWN TO ROUGH DIMENSIONS SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL SOLID SURFACE BRACKET SPACED R� uu,, 16" O.C. FOR COUNTERTOP OVERHANGS GREATER THAN 101, TOP PLATE 1,-2" MAX 2x4 STUD WALL SEE PLANS FOR WALL LAYOUT 1/2" GYP. tBASE CABINET AS BD. PER SHOP DWGj FV WD.BASE MOLDING FINISH FLOOR jj FINISH FLOOR rSUBFLOOR TYPICAL DOOR PLACEMENT DIAGRAMS IADOORS LOCATED WITHIN A LENGTH OF WALL ARE TO BE CENTERED UNLESS DIMENSIONED OR NOTED OTHERWISE. DOORS LOCATED ADJACENT TO WALL B INTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. NOTE: TYP. WINDOW HEAD HGT. AT 8'-0" U.N.O. JUN 0 8 2020 `\` %1 1 11/oppo,/� NO • i *. . '# Ir o�F-w LU z O X: wWZO >cc¢O W :D F- j 3: W Q W q JU) W — tY cccr LE oSz �W z J °C�Q�Z W (L=cr-0.. U) p O Q Z)2zLL(n n mo n Q O a O O O U O 1-i a. to o O p L 1 l O.j � w w U m z O (L O N W ul z O VJ IZZ aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 610 Of RELEASED: 5/13/20 SHEET A I I o WINDOW TRIM DETAIL SCALE: 3/4"=1'-0" , GARAGE SILL DETAIL SCALE: 3/4"=1'-0" moo d T i -v STUCCO WITH SAND FINISH FOAM MEDALLION DETAIL SCALE: 3/4"=1'-0" i+o FIN. FLR. ROOF SHINGLES PER COMMUNITY SPECS (TYP.) REAR ELEVATION SCALE: 1 /4"=1'-0" BLDG. HEIGHT ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 1 1_011 8'-0„ 1 1_011 4" WIDE STUCCO 12 BAND (+1) 5 HEEL HIGHT 4" WIDE STUCCO 12 cn BAND (+1) _� T.O. ,MASONRY �T�O. WINDOW 4" WIDE STUCCO BAND(+1) 18" DECORATIVE FOAM SHUTTERS I 1 T 2'-0" STUCCO FIN FLR. N BAND RETURN FRONT ELEVATION SCALE: I/4"=1'-0" 12 5 12 5 CRICKET 12 5 l � � STORE FRONT ASSEMBLY ILO GARAGE DOOR 16'-0" 7 ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 6" WIDE STUCCO BAND (+1) n" 4" WIDE STUCCO 2BAND (+1) PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH SAND TRIM COLOR FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & 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) JUN08290 G. ! FRl No s - •% `rGI�AL�E����o +illll 1 W } M It �z0� o} >�ao W❑1- i W ❑ Q ❑ W � J U) W — Ir IY Ir Y01-Z ,6LL00U) ZZQZF-•Z_ J Q � J W IL = cr IZ Z2zLL(U H Q Z ❑ Co c O n Q o Q U) z 0 0 U 0 w � O w 0 '-j w w M ca U) IN" Z zo 0 IX A O W cn O� �o irZ aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: S/13/20 SHEET A2. I 1 FIN. FLR. 12 5 co ROOF SHINGLES PER COMMUNITY SPECS (TYP.) LEFT ELEVATION SCALE: 1 /4"=1'-0" ROOF SHINGLES PER COMMUNITY SPECS (TYP.) RIGHT ELEVATION SCALE: 1/4"=1'-0" 12 5 12 5 12 5 12 5 35 SH *25 SH III 2'-0" FIN. FLR. 12 5 12 5 n PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE-.�, �y .u4.r •'.'r=? ` 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 C VEENT 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 C 1063 (CURRENT EDITION) JUN 0 8 202-0 G. 7� • OF • tV O , <v ��i� •=�� _ RIVE' W _ a woO � >o ¢o W QZ)W1- J U) W W Z W Z CCJ W tL = ir a_ �cn000 =zlLcn H Q Z coc Qo O �i H 0 0 O Z 0 0 Im � w 0 .� w w W ° [ A [L U) U) z 0 IL O_ r cn w U) 0 � G Z aaa<< COMMUNITY: LINKS AT CALUSA SPRINGS FLAN # 6101 RELEASED: 5/13/20 SHEET A2.2 ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 2240 SQ. FT. 1075 SQ. IN. UPPER VENT 40% NET VENT MIN. 430 SQ. IN. UPPER VENT 50% NET VENT MAX. 538 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 552 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SQ. IN. / LF.1 84 LF. NOTE: LOCATE RIDGE VENTS 2'-0" OFF ALL HIPS RIDGES OR VALLEYS, MIN., TYP. R806.2:THE MINIMUM NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. UNDERLAYMENT APPLICATIONS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905, TABLE R905.1.1 FOR ASPHALT SHINGLES REFERENCE TO SECTION R905.2 FOR TILE ROOFING REFERENCE TO SECTION R905.3 ROOF PLAN SCALE: 1 /4"=1'-0" JUN 0 8 2020 a i N -- � OF 15. RI psi s�olaAL irrlImjo m w }. x rr' �O�H } >OC¢O W C) F- LU = w Q CC w w W J Y 0 H Z ,S LL O O c/i z z Z ~ Z LA_ _j<2J W x cr tL _3 C) 0 U Z) _ z LL U) Q) n Nt r� Q o O H 0 0 0 ft U 0 z �M 1-1 0 (L 0 0 'J o w a a U) z 0 o_ r U) w En Z O d in o � Z aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 610 Of RELEASED: S/ 13/20 SHEET A3. 1 z a x 0 �a U) z g w U) w x z U) x 0 cr CC w O x 0- CC w x I- O 0 z a x 0 It 0- 0 0 I- U) w cr w U) w CC J U) w x x w U) w m O x z a z a z O x El BUILDING SECTION SCALE: 1 /4"=1'-0" li PRE-ENG. ROOF TRU FRAMING SHEET FOF ). WALL 1. WINDOW IN_FLR_ FOOTING PER FOUNDATION PLAN 1 AM m , BUILDING SECTION SCALE: 1/4"=1'-0" JDON IN. FLR Boom FOOTING PER FOUNDATION PLAN JUN 0 8 2020 N 0� RIOP •��e#IVAL 0= W } 2 � LLJ ZO Q 2 > x < 0 WZ)01- cc cnUWw Q O w rr � J W W 0 D: cr 0= Y O F- Z LL00� Z Z Z ~LLJ Z �ga�� w(L=t� �W000 O=ZILL U) H Q Z D CZ''~ cz 0 �¢ Q 0 0 u z 0 0 MM� 1'l o w U) 0 w A ,c� Im z 0 (L 0 O_ E U) W 0 Od m o Z aaaaa COMMUNITY; LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 5/13/20 SHEET AS. I 12 SEE ROOF PLAN INSULATION PER - COMMUNITY SPEC. SEE ENERGY CALCS. 1/2" (MIN.) CLG. BD. - 1x PT DRAPE BLKG - ABOVE WINDOWS 1/2" G.W.B. WINDOW PER PLAN SOLID SURFACE CAULKED @ WINDOW 1/2" GYP. BD. OVER RADIANT BARRIER INSULATION (R-4.1) ATTACHED TO 1x2 PT. FURRING @ 24" O.C. BASE BOARD ROOF SHINGLES OVER ROOF SHINGLES OVER 15# ROOFING FELT 15# ROOFING FELT OR OR CONCRETE TILE W/ SELF ADHERED CONCRETE TILE W/ SELF ADHERED MEMBRANE UNDERLAYMENT MEMBRANE UNDERLAYMENT 60 MIL. OR EQUAL 12 60 MIL. OR EQUAL PRE-ENGINEERED ROOF SEE ROOF PRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. ' PLAN TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES, REFER BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END , HURRICANE STRAP EACH END OF TRUSS - REFER TO OF TRUSS - REFER TO STRUCTURAL. Z STRUCTURAL. OIL TOP OF C.M.U. ot TOP OF C.M.U. (REFER TO ELEV.) I (REFER TO ELEV.) I � I I I 1 I I 1 SEE SEE 2x6 ALUM WRAPPED FASCIA _ _ BD. w/ALUM DRIP EDGE. ELEV. 2x6 ALUM WRAPPED FASCIA ELEV. BD. WALUM DRIP EDGE. 1/2" (MIN.) ------I SOFFIT PER SPECS SOFFIT PER SPECS CLG. BD. (J" TYPE'X' GYP. BD. SEE STRUCTURAL SEE STRUCTURAL TO BE PROVIDED PLAN PLAN WHEN LIVING SPACE IS ABOVE GARAGE) 8" CMU BLOCK W/ CEMENTITIOUS FINISH (BEYOND) PRECAST WIN. SILL SLOPE GRADE AWAY EXPANSION JOINT FROM HOUSE GARAGE SLAB, DRIVEWAY PER COMMUNITY SEE STRUCTURAL 4 SPECS �, 01_0" L PLANS FIN FL. �`- SLOPE SLOPE 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/ z" 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 3 1/2" ir GARAGE °- PANEL cV io 00 CONCRETE CURB REFER TO PLANS GRADE GYPSUM - BOARD J" GYPSUh BOARD NICHE FOI ELECTRIC PANEL & WIRING ELECTRIC. PANEL io EXTERIOR CMU BLO( WALL CONCRET CURB REF TO PLANS CONCRETE SLAB ON GRADE AT GARAGE FLOOR um 7t CM WALL SECTION SCALE: 1/2" = V-0" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS MINIMS ELECTRICAL PANEL NICHE AT CMU BLOCK WALL FOUNDATION PER STRUCTURAL DRAWINGS GARAGE DOOR NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION JUN 0 8 2920 it W J F- W _ �o°� W Q 0 Ir W ❑ 5- Q ❑ W F- IL J U) W — ❑ IM It Ir Y O F- Z LL 0 0 w ZZZ4ZF-z �JQ�—j W a = IY a _3(n❑OU ❑=ZLL(n �F-Qz❑ r; a ❑¢ N ( U" � to Q O � Q H 0 0 U 0 j Z 0 0 . I u U w w w a(n NUNN" ra v! Act 0 a D al O_ OC U) W U Od i �Z aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 5/13/20 SHEET A5.2 "L" FLASHING SCALE: N.T.S. VOOD SHEATHING ;0 MIN. GRADE D PAPER BACKED .ATH OVER BARRICADE PLUS WRB DR APPROVED EQUAL) " THICK, 3 COAT CEMENT PLASTER 4ETAL LATH ,AP WRB & TAPE OVER ROOFMALL ;CREED iX5 "L" TYPE CONTINUOUS GALV. 4ETAL FLASHING (NAIL TO ROOF )ECK, NOT WALL SHEATHING) �E AND WATER SHIELD 5" VERTICAL AND 15" DOWN ROOF ,AP SHINGLE - DO NOT NAIL, (STALL WITH ROOF CEMENT IOOF CEMENT p'HINGLE 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. WOOG BUCK TO MASONRY c 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 z WRB APPROX. 1-1/2" ABOVE SHINGLES ROOFMALL SCREED a g bo 5X5 WALL FLASHING g N KICK -OUT FLASHING (SEE DTL. BELOW) w FELT UNDERLAYMENT SHINGLE ROOFING DRIP EDGE: OVERLAP 3", EXTEND BELOW SHEATHING, MECH. FASTEN 4" O.C. MAX. KICKOUT DETAIL SCALE: N.T.S. STEP 1 FOLD FOLD @ FOLD INWARD @ PT. A STEP 3 z ©© FOLD @ 77° FOLD INWARD @ PT CREASE @ PT. B CREASE @ PT. C EXTERIOR CMU WALL 1) PROTECTO WRAP LWM200 OR SIMILAR ON WINDOW SILL, JAMBS AND HEAD. APPLY AROUND CORNER AND EXTEND 6" ALL AROUND THE EDGES OF THE WALL PRECAST SILL STEP 2 O 1 FOLD INWARD @ PT. A CREASE @ PT. B STEP 4 WATERTIGHT SEAL. FOLD. DO NOT CUT. JUN 0 8 2020 BOTTOM FLANGE A FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C FOLD PT. C OVER PT. B TILL PT. C TOUCHES BOTTOM FLANGE `o W i o I I wo/ G. No .� *. Or op �j��,011FAl. 1+tiEll� w � 0 >_ >owCQ0 wOF- °C�-wo r cr- � J W W cr tr Y O F- z ,6 u- 0 0 z 4z4 z ~ _W W G _ _ C �U00 z� �F=-Qcz �ccz 0 � 0 w u z 0 um 0 0 � 0 w a w a a a U' w z 0 CL D 01 1 z O R it t z Od w I i � o ; mz i aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: S/13/20 SHEET i GYP i z i r D n L u n Li C _n C r u L r L r u C D t TANKLESS WATER HEATER ELECTRICAL PANEL ON 2X4 WALL FIELD VERIFY METER FIRST FLOOR ELECTRICAL PLAN SCALE: 1 /4"=1'-0" 2" PVC CONDUIT 2-2/0 COPPER COPPER • OR OR 2-4/0 ALUMINUM 150 AMP 4,' METER 1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT BREAKER #4 COPPER OR ALUM. 1/2" PVC CONCRETE ENCASED GROUNDED ELECTRODE I'� i III li � l I I I I I I I III I— €JI-IIIIIIII,III ELECTRICAL RISER DIAGRAM NOT TO SCALE ELECTRICAL KEY I� DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET WALL SWITCH ' THREE-WAY SWITCH FOUR-WAY SWITCH KEYLESS LIGHT FIXTURE CEILING MOUNTED LED LIGHT FIXTURE ��- WALL MOUNTED INCANDESCENT LIGHT FIXTURE VAPOR PROOF LIGHT FIXTURE +m LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION © CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) O COMBINATION SMOKE / CO2 DETECTOR SMOKE DETECTOR i4 TELEPHONE (OPTIONAL) TELEVISION (OPTIONAL) 01 ELECTRIC METER = ELECTRIC PANEL __imi_ 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. tr W i- = oc �00�' } > aC ¢ 0 W � � 'a- U) UWw W_ QQ F- > W Y O F— z ,8 LL 0 0 cn zzzFzz CC �¢2-1 Wo-2cc: a (D p 0 �2zLL U U) �I-QZ� Q) a N c r` O �Z Ia- 0 0 0 U O a O cr) O j LLO U � L w �..i u � ILL IL j w z 0 IL Q O_ R a U) W cn Z z O 4 2 o wZ aaaaa COMMUNITY; LINKS AT CALLISA SPRINGS PLAN # 6101 RELEASED: 5/13/20 SHEET E 1 SLAB PENETRATION PLAN W C]X CC I— W wz0� wWZO >oCQO W C, 1-- III o Q W J (A W W W z z Z � J cc !i Q < Z W L m �cl)000 = Z LL U) �F-QZ� cz ., I cz ccoc O zd"fit- F- O -� Q 0 0 0 Z 0 0 0-0 W-1� I� o �z w 1--" z o w a w 25 im CL U) U) z 0 a O R U) W (a Oo �Z �aaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED; 5/13/20 SHEET p 1 1 0 z �n z J z ji JUN 0 8 2020 MASONRY LINTEL ASSEMBLIES 5EE 56HER LE AND 5PEGIFIGATION5 FOR AWL INFO �_ 6ROUT 6ROVr - BOTTOM REINF. PRECAST LINTEL w/ PRECAST LINTEL w/ _ EMBEDDED REIN. EMBEDDED REW MB- I MB-2 m� v TOP REINF. OR CONT. BOND BEAM REW -- cRouT BOTTOM REINF. PRECAST LINTEL REINF. EMBEDDED NF.. MB-3 CONT. BOND BEAM REW A5 REOV --- bRaur - BOTTOM RENW. PRECA5T LINTEL W EMBEDDED REW r MB-4 MASONRY LINTEL DETAILS REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT M13-1 bFb-OB/OT ----- ----- M13-2 bFb-IB/OT ----- (1) #5 M13-3 BFib-IB/IT (1) #5 (1) #5 M13-4 BRF14-I5 ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PRECAST GO., AND LOTT'S GONGRETE. NOTES: I. ALL LINTELS w/ SPANS GREATER THAN 14'-0" SHALL BE PRE5TRE55ED. 2. SHORE FILLED LINTELS A5 REGMIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORCEMENT SHALL BE GRADE 60, fy=bO ksl b. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DESIGN. 1. ALL LINTELS ARE TO BE LOGATED DIREGTLY 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 50-1 FOUNDATION DETAILS 50-2 STRUCTURAL DETAILS P135B-I 15TRUGTURAL DETAILS GENERAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BASED ON 6th EDITION (2011) FLORIDA BUILDIN6 CODE. • FOOTING DESIGN - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLONABLE 501L BEARIN6 CAPACITY OF 1,500 PSF. • ALL LUMBER EXPOSED TO HEATHER OR IN CONTACT H/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION NALL5 TO SLAB WITH)/4" 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 GORRo5ION-RE515TANGE COMPATIBILITY OF HARDWARE 4 FASTENERS IN CONTACT W PRESERVATIVE -TREATED HOOD. CONTACT LUMBER t HARDWARE SUPPLIERS TO GOORD. • CONCRETE DESIGN BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWIN6 MINIMUM COMPRE551VE 5TRENOTH5 IN 28 DAYS, U.N.O.: f'c = 2,500 psi:....... FOOTINGS 2,500 psi:....... SLABS ON 6RADE (INTERIOR $ 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 FIN15H 6RADE. • FOOTINC75 AND SLABS ON GRADE SHALL BEAR ON VIRGIN SOIL OR 195 COMPACTED FILL. • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. • GROUT SHALL BE A5TM G416 F'c=3000 P51 W MAX 3/8" A66RE6ATE • CONCRETE MA50NRY UNITS SHALL BE A5TM GqO WITH A MINIMUM COMPRE551VE STRENGTH OF Ig00 P51 (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G270, TYPE 5. GMU DE516N BASED ON AGI 550/530.1 • �REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP HALL AND SHALL AL16N WITH FOOTIN6 DOWEL BELON. PROVIDE MIN 30" LAP SPLICE WITH FOOTIN6 DOWEL. • 6ROUT SOLID ALL REINFORCED GMU GELL5 AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" GONT. FULL LENGTH OF HALL w/ (1) #5 BAR GONT. (TYP. ® EXT. PERIMETER) • PROVIDE (1) #5 BAR 6ROUTED SOLID ON EACH 51DE OF ALL MASONRY OPENINGS AND AT ALL HALL CORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MASONRY CELL; AND SHALL BE LOCATED AT A MAXIMUM OF 8'-O" O.G. IN EXTERIOR HALLS. (AS 5HOHN ON PLANS) • ROU614 OPENIN65 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE GORNER5 OF 5LAB EDGES, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. EXACT LOCATIONS PER BUILDER. • 5AN GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH OF THE 5LAB W' FOR A 4" SLAB) • JOINTS SHALL BE LOCATED 0 12'-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE A5 CLOSE TO SQUARES AS POSSIBLE (I:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SPECIFICATIONS (TYP. U.N.O.) DESCRIPTION OF BLD6. ELEMENT 3"xO.131" NAILS 3"xO.120" NAILS JOIST TO 50LE PLATE (3) TOENAILS (3) TOENAILS* SOLE PLATE TO J015T/13LK'6. (3) NAIL5 o 4" o.c. (3) NAILS 0 4" o.c. STUD TO SOLE PLATE 2) TOENAILS (3) TOENAILS* TOP OR SOLE PLATE TO STUD 2 NAILS 3 NAILS RIM TO TOP PLATE TOENAILS 0 8" o.c. TOENAILS 0 6" o.c.* BLK'6. BTHN. JOISTS TO TOP PL. (3) TOENAILS (3) TOENAILS' DOUBLE STUD NAILS 0 24" o.c. NAILS 0 1611 o.c. DOUBLE TOP PLATE NAILS 0 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE LAP SPLICE q NAILS IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP 0 GORNER5 # INTER5EGTIN6 HALLS (2) NAILS (2) NAILS * 2Y2"xO.113 15 AN AGGEPTABLE ALTERNATIVE TO A 3"0.120", SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE * ARE SHORN) TH15 MODEL HA5 BEEN DE516NED IN ACCORDANCE WITH THE 6th EDITION (2011) FLORIDA BU I LD I N6 CODE (5EGT1 ON 160q) LATERAL DE516N REGU I REMENT5 FOR THE FOLLOWIN6 WIND SPEED � EXP05URE ONLY: 40 MPH - EXP. B WIND IMPORTANCE FACTOR = 1.0 INTERNAL PRE55URE GOEFF I G I ENT = ENGLOSED, +/- 0.18 ANY WIND 5PEED/EXPO5URE NOT L 15TED HERE REOU I RE5 FORMAL EVALUATION $ APPROVAL FROM MULHERN � KULP STRUGTURAL EN61 NEER I N6. EXTERIOR I$ SHEAR HALL SHEATH I NG SPEC I r- I CAT I ONS INDICATES LOCATION AND EXTENT OF 5HEARWALL WHICH REQUIRES 5HEATHIN6 AND/ OR FA5TENIN6 SPECIFICATIONS BEYOND THAT OF STANDARD CONSTRUCTION SYMBOL SHEAR PANEL SPEC. 15/32" PLYWOOD OR 0513 FASTENED w/ PI 2Y211x0.131" NAILS @ 6" o.c. ALONG PANEL ED6E5 AND 12" o.c. IN THE PANEL FIELD. 15/32" PLYWOOD OR 05B FASTENED W P3 2/2"x0.131" NAILS @ 3" o.c. ALONG PANEL ED6E5 AND 12" o.c. IN THE PANEL FIELD. STANDARD EXTERIOR HALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR HOOD FRAMED NALL5 w/ i5/32" PLYHOOD OR 0513 FASTENED W 2' 'xO.131" NAILS 0 6" O.G. AT ALL PANEL ED6E5 AND @ 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL E06ES SHALL OCCUR OVER FRAMIN6 OR 2X BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL EDGE AND FASTENING 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO 5TUD FRAMIN6 ® 16"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARHALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER W %"xO.131" NAIL5 ® 16"o.c. USE (8) 3Y2"x0.131" NAIL5 0 EA. LAP 5PLIGE. (TYP. U.N.O.) 4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARHALL5 AND EXTERIOR HALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENIN65. 5. SEE ARCHITECTURAL DRAHING5 FOR ADD'L NALL CONSTRUCTION REQUIREMENT5. 6. ALL EXTERIOR HALLS ARE CONSIDERED 5HEARHALL5. 7. WHERE PANELS ARE APPLIED TO BOTH FACES OF NALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. 8. A MAXIMUM OF TWO 1'-4" HIDE X 2'-0" TALL OPENIN65 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARHALL5 50 LON6 A5 THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 ED6E NAILIN6 REQUIRED AND OCCUR Ib" MINIMUM FROM THE ENDS OF THE 5HEARHALL. Window $ Door Allowable Wind Pre55ure5 140 MPH Wind Zone EX o5ure B OPENING 51ZE INTERIOR ZONES END ZONE5T 6 Garage Door +18.5 P5F/-20.1 PSF +18.5 P5F/-20.1 PSF 16 6aroge Door +11.1 PSF/-19.1 PSF +17:1 PSF/-19.7 PSF 10 SOFT. +21.2 P5F/-22.1 PSF +21.4 P5F/-28.3 PSF 20 SOFT. +20.2 P5F/-22.0 P5F +20.2 P5F/-26.4 P5F 50 SOFT. +I1.0 P5F/-20.8 P5F +I1.0 P51F/-231 PSF 100 SOFT. +18.0 P5F/-I1.8 P5F +18.0 P5F/-22.0 P5F 500 SOFT. +15.8 P5F/-17.6 P5F +15.8 PSF/-11.6 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 A56E 7-10 section 2.4.1 From ultimate pressures. Divide allowable pressures above by a factor of 0.6 to obtain ultimate pressures. ROOF FRAMIN6 • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS CONNECTORS, • ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 0513/PLYWOOD 5HEATHIN6 24/16, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 %"x0.113" RIN6 SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL E06E5 0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END 4 DRAG TRUSSES W RIN6 SHANK NAILS 0 3" O.G. (U.N.O.). PROVIDE BLOCKING ALONG PANEL EDGES AT FIRST 2 TRU55 BAYS FROM 6ABLE END. PROVIDE "H" STYLE CLIPS ALON6 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 SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERN15E NOTED. ERECT AND INSTALL ROOF TRUSSES PER NTGA 8 TPI'5 BGSI I GUIDE TO 600D PRACTICE FOR HANDLING, IN5TALLIN6 4 BRAGIN6 OF METAL PLATE CONNECTED HOOD TRUSSES." • ROOF TRU55 SHOP DN65. SHALL BE SUBMITTED TO ARCH $ EN6. FOR REVIEN AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH t SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER FASTENED TO FRAMIN6 w/(2) 3"xO.I31" NAILS 0 I6" O.G. UPLIFT CONNECTORS BEARIN6 CONDITION TRU55 CONNECTOR LENGTH < 15' 51MP50N H2.5T 51N6LE ROOF TRUSS BEARIN6 ON > 15' 51MP50N HIOA HOOD STUD HALLMOOD BEAM ROOF 61RDER TRUSS BEARIN6 ON ALL 51MP50N HT520 HOOD STUD NALL/NOOD BEAM 51N6LE ROOF TRUSS OR PORCH ALL 51MP50N HETAI6 BEAM BEARIN6 ON GMU NALL ROOF G.T., FLUSH BEAM OR ALL (2) SIMPSON HETAI6 FLUSH G.T. BRO. ON GMU HALL ALL 13EARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED KITH CONNECTOR AS LISTED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN5I/TPI-2014 "NATIONAL DES16N STANDARDS FOR METAL PLATE CONNECTED HOOD TRU55 CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-10. ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWING SHALL SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR 5PEGIFICATION5 AND LOADS 5HOHN ON THE SHOP CARDS. LEGEND • ® INTERIOR BEARIN6 NALL • _ _ _ = BEARIN6 NALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARHALL • I; :1 EXTENT OF OVERFRAMIN6 •- - - -INDICATES 1/8"A" SAN GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE SOLID BLOCKIN6 UNDER P05T OR JAMB ABOVE. GENERAL STRUCTURAL NOTES • DE516N 15 BASED ON bth EDITION (2011) FLORIDA BUILDING GODS. • WOOD FRAME ENGINEERING 15 BASED ON N05, "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DE516N LOADS: ROOF LIVE = 20 PSF DEAD = 7 PSF T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 STAIRS 4 DECKS) = 30 PSF ® 5LEEPING AREAS = 50 P5F 0 6ARA6E = 200 # POINT LOAD 0 6UARD5/HANDRAIL5 = 50 PSF 0 GUARD IN -FILL COMPONENTS DEAD = 10 PSF (20 P5F TOTAL ® TILE) HIND ULTIMATE HIND SPEED t EXPOSURE AS LISTED RI5K CATEGORY II GENERAL FRAMING • EXTERIOR HOOD STUD BEARIN6 HALLS SHALL BE 2x 5PF#2 OR 5YP#2 o lb" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR HOOD STUD BEARIN6 HALLS SHALL BE 2x 5PF OR 5YP 'STUD' 6RADE LUMBER o I b" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARHALL5 SHALL BE CONSTRUCTED WITH 2x 'STUD' 6RADE MEMBERS SPACED 0 16" O.G. (MAX). • ALL NON-BEARIN6 INTERIOR STUD WALLS SHALL BE CONSTRUCTED WITH 2x '5TUD' GRADE MEMBERS 5PAGED 0 24" O.G. (MAX). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD d (1)2x KING STUD, MINIMUM. - THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDICATE5 THE NUMBER OF JACK STUDS REQUIRED, U.N.O.. • ALL HEADERS, BEAMS 8 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 N/ 3-RON5 OF 3"4.131" NAILS 0 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES 0 3-PLY OR MORE GONDITION5. UTILIZE 2 RON5 OF NAILS FOR 2xb d 2x8 MEMBERS. • FACE NAIL BUILT UP 2x P05T5 H/ 3"xO.I31" NAILS 0 16" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FACES 0 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • SHEATH ALL HOOD FRAMED EXTERIOR HALLS w/ 1/I6" 05B FASTENED w/ 2142"xO.131" NAILS 0 6" O.G. ® EDGES 4 12" O.G. 0 CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL ED6E5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE 50LID 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=1.55AO'b psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10"6 psi . FOR 2 $ 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 RON5 OF 3"0.131" NAILS o 8" o/G OR 2 ROH5Y4"412" 51MP50N 505 5GREN5 (OR 3Y2" TRU55LOK 5GREN5) 0 I b" OIG. USE A MINIMUM OF 3 ROWS FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP d BOTTOM NAIL5/5GREN5 2" FROM ED6E. SOLID 3Y2" OR 5Y4" BEAMS ARE ACCEPTABLE. USE 2 RON5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL NIDTH, FASTEN PLIES T06ETHER WITH 3 RON5 OFY4"xb" SIMP50N 5DS 5GREN5 (OR b 3/4" TRU55LOK 5GREN5) 0 I b" 0/6. USE A MINIMUM OF 4 ROHS FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FASTENING AT BOTH FACES (ONE SIDE ONLY FOR TRU55LOK 5GREN5). LOCATE TOP AND BOTTOM 5GREN5 2" FROM ED6E. A 50LID 7" BEAM 15 ACCEPTABLE. • ALL INTERIOR NALL STUDS IN CONTACT w/ GMU HALLS SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LONG TAPGONS 0 24" O.G. FLOOR FRAMIN6 • 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 -JOIST /TRU55 MANUFACTURER, UNLESS OTHERHI5E NOTED. • I-JOIST/TRU55 SHOP DN65. SHALL BE SUBMITTED TO ARCH. d EN6. FOR REVIEH 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 E06E5, FASTEN 5HEATHIN6 TO FRAMING MEMBERS H/ 6LUE AND 3"x0.131" NAILS o b" O.G. AT PANEL ED6E5 1 12" O.G. AT INTERMEDIATE SUPPORTS. TYPICAL 5TAIR GON5TRUCTION NOTES • (3) 51N6LE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR LANDING, WHERE APPLICABLE, AND 2xb P.T. PLATE AT BOTTOM w/ (1) SIMP50N A35 CLIP AT EACH 5TRN6ER. • FASTEN 2xb P.T. PLATE TO CONCRETE SLAB w/ (3) 3/6" DIA. x 3Y2" LONG TAPGON5. • FASTEN END 5TRIN6ER5 TO ADJACENT HALLS w/ (2) 3"xO.131" NAILS AT EACH STUD, HHERE APPLICABLE. • PROVIDE 3/4" FLOOR DEGKIN6 ON RISERS AND I" FLOOR DEGKIN6 ON TREADS. • SEE STAIR FRAMING SECTION FOR MORE INFO. seal: e`ttt►111111111 NA *' •*- r , 70 T OF ORI®P •�ti�` •�^• z z JCE W =LU z z 120 z w J a Z U WF_ 3 JH z W CO) W cc Vr rn CD A 4 c E a a, m E �a 0 coW' mc9 0 N M CL MW project number: 068-2200 1 1 project mgr drawn by: issue date: JSB I KGK O -20-20 REVISIONS: date: initial: sheet: a rC r1 J W 0 2 - Z O a. Q 0 LL U 0 Z x ttIL v1 r� V 'Q z 0 Z J J SM0.0 JUN 0 8 2020 C c r- SCALE- 1/4"=1'—O" (22x34 SHEET) SCALE: I/6"=I'-0" (Ilxl7 SHEET) 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" 5AW GUT CONTROL JOINT INDICATE5 LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE SOLID BLOCKING UNDER POST OR JAMB ABOVE. REFER TO 5-0.0 FOR TYPIGAL 5TRUGTURAL NOT5 � 5GHEDULE5 seal: \`o�otttilti�o% i No , ,cc O w �j/jam �F ORIOp='�(�`��� O COPYn9 St n1 r �\ eennq, Inc. z J� W W Z z W J Q ZF- U W� 3 JH z W C y W I IWF cc 8 a`) 6 c. v— C =o m m � > A CM Q� Y CP (p M LO O � N M C. M&K project number: 068-2001 1 project mgr: J S B drawn by: KG K issue date: 05-20.20 REVISIONS: date: initial: sheet: 10 M•" CCU C Z Fm 1.0 'Q Q 0 J lL n JUN 0 8 2020 4'-2" 4'-6" 3'-2" 6'-2" 5'-0112" 5'-1 1/2" 4'-6" 6'-0" M5-1 MB-1 MB-1 16, BLOCK PLAN LEGEND • ® INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL • I: :I EXTENT OF OVERFRAMING •--- � �- .... INDICATES 1/8" A" SAW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORGED GMU GORE (5EE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE 50LID BLOGKIN& UNDER POST OR JAMB ABOVE. MA50NRY LINTEL DETA I L5 REINFORCEMENT MARK DESIGNATION TOP BOTTOM 5HEAR REINFORCEMENT M13-1 8F8-013IOT ----- --- MB-2 SFS-IB/OT ----- (I) #5 MB-3 SFIb-IB/IT (1) #5 (1) #5 MB-4 SRF14-I6 ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'5 CONCRETE. NOTE5: I. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-0" SHALL BE PRE5TRE55ED. 2. SHORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT 5HALL BE GRADE 60, fy=60 k51 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTEL5 ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW MASONRY LINTEL A55EMBL I E5 5EE 5GHEOLLE AND 5PEGIFIGATION5 FOR ADD'L INFO 6ROVr _ 6ROVr "= = BOTTOM REINF. PRECAST LINTEL w/ PRECAST LINTEL. w/ BIBEDDED REINF. EMBEDDED REINF. IF ME3--11 MB-2 m� TOP REINF. OR COW. = --+PRECAST CANT. BOND BEAM OND BBEAM REINF. REINF. AS REQ'D == 6ROU 6ROVr BOTTOM REINF.BOTTOMREINF. LJNTEL vi/ PREGA5T LINTEL w/ EMBEDDED REINF. _ I I EMBEDDED REINF. M13-3 MB-4 REFER TO 5-O.O FOR TYPICAL STRUCTURAL NOTES d SCHEDULES seal: G. *; No*+ OF �. ORIOP•�'���� © copyright : IJ VAII� �►�\�, Strucfu 4i6on, Inc. 0 cm z JCr_1 w W z c �Z z a w J N Q Or Z -0 Q4 U_ 'O: c _D. W� Ei =a 0° E J >• Z Y.1 V CD op co C o � 19 y W M Lo C N = c+) n IV M&K project number: 068-200 1 project mgr: ,J S B drawn by: KG K issue date: 05-20-20 REVISIONS: date: initial: 0 O J LL. Iid (D Ca z � z O n d � Il' z U 0 � O � 0 o M J J sheet: SCALE: I/4"=1'-0" (2244 SHEET) SCALE: I/8"=1'-0" (Ilxll SHEET) Fm2.0 020 PFAP I ANAI na2nPPr-n RFAMc. w LL O lY U O N O O �LL 0 o w LEGEND • ® INTERIOR BEARING NALL • _ _ _ BEARING HALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARNALL r-: -. -.7.71 • 1: ' : I EXTENT OF OVERFRAMIN6 L---'_J •---- -- ,- ---r-INDICATE5 1/6"A" 5AN GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORGED GMU GORE *' (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE 50LID BLOGKING UNDER P05T OR JAMB ABOVE. P.T. P0 P05T PROVIDE (1) 51MP50N C520 STRAP ON EAGH EXTERIOR FACE OF P05T, q" MIN END LENGTH DROPPED BEAMS PER PLAN REAR WOOD LANAI TYP. BEAM TO POST CONN. SCALE: 3/4'=I'-0' R00� FRAMING PLAN SCALE: 1/4"=1'-0" (22x34 SHEET) SCALE: I/W= V-0" (Ilxl1 SHEET) ROOF FRAM I N& • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS CONNECTORS. • ROOF SHEATHING SHALL BE 1/I6" MIN. OSB/PLYWOOD 5HEATHIN6 2416, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEM13ER5 w/ 2 3%3"xO.113" RIN6 SHANK NAILS (R5R5-01 OR EGUIV.) 0 6" O.G. AT PANEL E06E5 4 o 6" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END 4 DRAG TRU55E5 w/ RIN6 SHANK NAILS o 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALONG PANEL EDOE5 AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE CLIPS ALON6 UNSUPPORTED EDGES, • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRUSS ALL VALLEY SETS. FASTEN EACH TO TRU55 BELON 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 TRU55E5 PER NTGA 4 TPI'5 13G51 I GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING d BRAGIN6 OF METAL PLATE CONNECTED WOOD TRU55E5." • ROOF TRU55 SHOP DN65. SHALL BE SUBMITTED TO ARCH $ ENO. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH $ SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"xO.131" NAILS o 16" O.G. UPL I PT CONNECTORS BEARING CONDITION TRU55 CONNECTOR LENGTH < 151 SIMP50N H25T 51N6LE ROOF TRU55 BEARING ON > 15, 51MP50N HIOA WOOD STUD HALL/NOOD BEAM ROOF GIRDER TRU55 BEARING ON ALL 51MP50N HT520 WOOD STUD HALL/NOOD BEAM 51N6LE ROOF TRU55 OR PORCH ALL 5IMP50N HETAI6 BEAM BEARING ON GMU HALL ROOF G.T., FLUSH BEAM OR ALL (2) 51MP50N HETAI6 FLUSH G.T. BR6. ON GMU NALL ALL BEARING POINTS OF EACH ROOF TRUSS SHALL BE CONNECTED WITH CONNECTOR AS LISTED ABOVE. IT 15 THE RE5PON51BILITY OF THE ENGINEER OF REGORD TO DE516N THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN5I/TPI-20I4 "NATIONAL DESIGN STANDARDS FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION". MW HA5 ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REOUIREMENT5 OF A56E-1-10. ALL UPLIFT CONNECTORS AND LOADS PER THIS DRANIN6 SHALL SUPERSEDE THE TRUSS MANUFAGTURER'S UPLIFT CONNECTOR 5PEGIFIGATION5 AND LOADS 5HONN ON THE SHOP CARDS. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES $ SCHEDULES seal: `ox\l 1 i l f t////�i G. FjQ/�d No ��. OF � e © co v^ 01 &U P �S rddirhIg&k Xn a. Inc. acm Z JLU w w z ID z w J Q ZF- I U WC= C/J 3 -J JN Z W h W 7 M&K project number: 068-200 1 1 project mgr, J S B drawn by: KG K issue date: 05-20-20 REVISIONS: date: initial: sheet: SmI.3 JUN 0 8 2020 I6"x8" THICKEN' ED&E W/ (2) #5 GONT. THICKENED EDGE @ GARAGE DOOR DETAIL WAU: RM 8" GMU BLOCK (1) #5 VERT. FROM FT6.- TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL SOLID Z x O GRADE 8" WIDE GONT. GONG. CURB w GARA6E SLAB (5EE PLAW —III—III—III—III I � I —III —I � I —III —I II-1 I MI I I —I 1—' d 1=III—IIIE 1 17 MI I 1=1 I I _11=11 1=111_ I I=1I— III = I) #5 DOWEL N 6" HOOK AT _ 11—a i=i11=1' ALL VERT. WALL REINF. 1=� I III=III= III—� I' (5EE PLANS FOR LOGATIOW GLEAN COMPACTED 11 I =1 I= 1 I' FILL o 95%, 1'-0" MONOLITHIC FOUNDATION STANDARD DENSITY MIN H/ (2) #5 CONT. ON GHAIR5 WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" CM HALL 5HOHN, FT6. SHALL BE 1'-4' HIDE w/ (2) #5 BARS &LARAGE CURB DETA I L : NT5 8" GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER 3/4" FURR 5TRIP5 -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (SEE PLAW PORGH/PATIO/LANAI SLAB OR PAVERS (5EE PLANS) p PER MANUfE . -III=11 I I=III= �' 1=1 I III—III—III=1 I —III 11=1 I I_ ' ' ' 11 II=1-� 11 I —I f MI I I—III=1 1I- I— - III- __ _ I I II1=1II—III- - n 1=I m III I I `: a .: I —III —I 11- m y I I —I I_ I � � I I 1=1 I I—III—TI—III 11—_ MONOLITHIC „III—III—III=III—''' III—III-1 I' FOUNDATION W/ (2) #5 GLEAN GOMPAGTED — -' GONT. ON CHAIRS FILL o 45% STANDARD 11-011 DEN5ITY AND TERMITE MIN. TREATED WHERE 2ND STORY HALL OCCURS DIRECTLY ABOVE THE 8" CK HALL SHOWN, FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BARS EXTERIOR OUT5W1 NG 5GD POURED 51 LL5 DETA I L 8" GMU BLOCK (1) #5 VERT. FROM FT6. 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 FLAW 2Z d d. L 7— (z .. ° ° III —III —III —III —I 0 6RADE _ I —III —III —III—III. m -11 I —III cx l III I I=III=III—I I —III ; 1=1 I I=1 I I —I 1I- C) —I 11= I I I III —III —I 11- 1) #5 DOWEL H/ 6" HOOK AT I—_T ALL VERT. WALL REINF. ICI 1 1 I 1=1 � 1=III ,� I I (SEE PLANS FOR LOGATIOW GLEAN COMPACTED —� I( —III III I I I I I I I I I i I 11= FILL ® c151/26 MONOLITHIC FOUNDATION MIN STANDARD DENSITY I N. H/ (2) #5 CONT. ON CHAIRS WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" CM WALL SHOWN, FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BARS 1=00TIN6 5ECTION W/ BLOCK DETAIL SGALt: NTS 8" CHU BLOCK R4.1 FI-FOIL OR EQUAL BEYOND OVER %" FURR STRIPS EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (SEE FLAW PAVERS (SEE PLANS) ° III —III —III —III '—III—I I F tY I —III I I I —III —III —I 1- Ell I I I=I- m III I I `: a I —III —III- 11- I I 'III III III I-''` MONOLITHIC GLEAN COMPACTED III —1 I �= I I' FOUNDATION W/ (2) #5 FILL o 145%, STANDARD I'-O" GONT. ON CHAIRS DENSITY AND TERMITE MIN. TREATED WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" CM) WALL SHOWN, FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BARS ENTRY DOOR DETA I L ATIO/PORGH/LANAI SLAB (SEE PLAN 8"x8" THICKENED — SLAB W/ (1) #5 CONT. THICKENED EDGE DETAIL 3 WAS: ►M 8 GMU BLOCK (I) #5 VERT. FROM FT6. TO R4.1 FI-FOIL OR EQUAL BOND BEAM. LAP w/ OVER /4 FURR STRIPS -PER BUILDER FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID HOUSE SLAB PORGH/PATIO/LANAI (5EE PLAW SLAB OR PAVERS (5EE PLAW —III—III—III—III I —III —I I I —III —I — I—ll 1E� EXP JOINT —III III—III-111 , 1 4 11=1111111111 I 1= 1) #5 DOWEL H/ 6" HOOK AT J_ I=I 11- ALL VERT. WALL REINF. I-III=III=1 I 11 III= (5EE PLANS FOR LOGATIOW =1 1I III —III —III , GLEAN COMPACTED FILL o 95%, MONOLITHIC FOUNDATION STANDARD DENSITY I -� H/ (2) #5 GONT. ON MIN. CHAIRS WHERE 2ND STORY WALL OCGUR5 DIRECTLY ABOVE THE 8" GMU WALL SHOWN, FT6. SHALL BE 1'-4' WIDE w/ (2) #5 BAR5 EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL SCALE: Nrs Y2" GYP. BD. EA. 51DE OF 2x4'5 0 16" O.G. Y2" -1-BOLTS 6" FROM EA. r END OF WALL AND SPACE o 32" O.G. 2" (6" MIN. EMBED) Wa STUD PLATE TIES PER d PT BOT. PLAN o STUD TOP ✓I } PLT. BOT. d � Lo., (2) #5'5 GONT. H/„ „ 3" MIN. CLEAR 8 8 UPLIFT CONNECTORS SUCH AS STUD PLATE TIE5, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON HALLS NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. HALL HHIGH REQUIRE SUCH HARDHARE HILL BE SPECIFICALLY NOTED ON PLAN. GARAGE STEP DOWN DETAIL WALL: MS 8" CHU BLOCK (1) #5 VERT. FROM FT6. TO — BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID • X z fY_ = �b 711711 1=l=1 11= R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE FLAW seal: `�e`d1tG)ff!`tsl� No 0 © copyright Str dofliFi,pnC. z Z J� W W z LD Z o rn Q W J � Q Z= .0 Q U 4 -It a pC LU c 3 Q cg°! E J- Z QED W C Mo � o y W m U`:i CM N in = M d IV M&K project number: 068-2001 1 project mgr. J S B drawn by; KG K issue date: 05-20-20 REVISIONS: date: initial: III—_ _ —_� PVC CHASE SLEEVE TO BEcp Li IIII I I III —III THIGE THE DIAMETER OF Q) o 11-1I I EI I I = III=11 III III—III=11 I —III PROTECTED PIPE , �" GLEAN COMPACTED I. ; I I l I l l l l—III I I I-cri FILL ® 15% MONOLITHIC FOUNDATION a STANDARD DENSITY If -oil W/ (2) #5 GONT. ON CHAIRS (� MIN. O WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE O 8" GW WALL SHOWN, FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BARS ASEDETAI LDj(Al : Nr5 sheet: d Q ry 0 J U1 (f) (D z 0 CL 2 z a O � � � and �x C� J J SCALE: RM SDm 1 JUN 0 8 2079 Es FASTEN ROOF SHEATHING TO FASCIA WITH 2 3/a'x0.113" RING SHANK NAILS ® 6" O.G. LU w� in `- 2x6 FASCIA -5EE ARCH 8" GMU BOND BEAM N/ (1) #5 GONT.__ J 5" REINF. GMU NALL -5EE PLAN FOR VERT. 4 HORZ. REINF. SPECS SEE UPLIFT CONNECTOR - 5GHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS S" GMU BOND BEAM N/ (1) #5 GONT. 8" REINF. GMU NALL - -5EE PLAN FOR VERT. 8 HORZ. REINF. SPECS SECTION I SGALC= 8/4•=I',O• TRU55 OVERFRAMING PER PLAN SECTION 20 5cue: 9/4'=1'-0' PROVIDE SOLID SHIM BETINN TRU55 d 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 CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EACH TRU55. VERT NALL REINF. TO EXTEND INTO BOND BEAM ROOF TRUSSES PER PLAN --� PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF.) EACH TRUSS. VERT NALL REINF. TO EXTEND INTO BOND BEAM BOND -BEAM - -,----GONTIN. PRECAST HEADER S" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE GA5T-GRETE WINDOW 51LL, IE WINDOW 51LL, OR EQUIV. OR EQUIV. IE DOUBLE JNINDOIN &L�AnIRY PIER DETI1L 1RIM2 NNNDOW 51M. PROVIDE SOLID SHIM BETW'N TRU55 $ GONNEGTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRUSS 15 GREATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF SHEATHING TO FASCIA WITH 2 %"xO.113" RING SHANK NAILS ® 6" O.G. 2x6 FASCIAfelt- -5EE ARCH REINF. MASONRY LINTEL/ BEAM - - SEE PLAN FOR SPECIFICATIONS. VALLEY SET OVERFRAMING FASTEN EAGH OVERFR TRU55 TO TRU55 BELOI WITH (1) 51MP50N VTGR ® 24" O.G. Fig SECTION TYPICAL OVERFRAM I NG CONNECTION DETAIL SCALE: N.7.5. P RETROP I T DET,� I L SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR 5PEGIFIGATION5 GONNEGT EACH END OF MASONRY LINTEL TO TOP OF PIER/ NALL H/ (1) #5 BENT DONEL H/ 24" LE65 MAIN ROOF SHEATHING MAIN ROOF TRU555 SEE DETAIL I ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT 5HONN HERE FASTEN EA. ROOF TRU55 TO GMU W 51MP50N M5TMI6 TN15T STRAP. FASTEN STRAP TO GMU H/ (4) Y4" DIA. x 2 Y4' LONG TITEN 5GREN5 PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EACH TRU55. PROVIDE 2x FLAT BLOCKING FIT TIGHT TO ROOF TRUSSES ® EVERY OTHER BAY FASTENED TO GMU H/ (3) Y4" DIA. x 3 Y2" LONG TAPGON5. FASTEN BLOCKING TO ROOF TRUSSES H/ (2) 3Y4"0.131" NAILS ® EA. END. PROVIDE SOLID 5HIM BETN'N TRU55 4 CONNECTOR IF TRUSS LOCATED LE55 THAN I YY FROM CONNECTOR. WHERE TRUSS 15 GREATER THAN FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. 2x FASCIA -SEE ARCH FASTEN EXTERIOR SHEATHING TO BLOCKING IN EA. TRUSS BAY H/ 2 NAILS ® 6" O.G. FASTEN EA. 2x4 BLOCKING IN EA. TRU55 BAY TO BOND BM. N/(4) HILTI ONI12P8 PAF's FASTEN EXTERIOR SHEATHING TO 2x BLOCKING H/ 2 Y2 x0.131 NAILS 3"O.G. 8" GMU BOND BEAM H/ (1) #5 BARS CONT. S" REINF. GMU NALL - -5EE PLAN FOR VERT. HORZ. REINF. 5PEG5 SECTION ALL LAPS IN MA50NRY 25" - RUNNING BAR #5 BENT CORNER BAR GROUTED CELL TYP. CORNER VERT. WALL RE I NrORC I NCG DETAIL SCALE: RM NOTE5: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). _ 2. PROVIDE 3/4" DIA. HOLE FOR SEE TYP. FOUNDATION DONEL, 13LON OR BRUSH GLEAN. DETAILS FOR ADDITIONAL 3. FOLLOW MANUF. INSTALLATION INFORMATION NOT 5HONN 1 N5TRUGTI ON5. HERE FUTURE 8" GMU BLOCK I Y #5 VERT. BAR TO BE LOCATED PER PLAN DRILL 6" INTO EXIST'G I IN GROUTED CELL SLAB, EPDXY 4 DRIVE I I 4 #5 DONEL, PROVIDE MIN. 50" LAP SPLICE I I I O ° . 4 r1=11= IIIGRADE IIII°III=1 11=1 I I —I 11-1 I I a °. =1 11--111—I C I-1 11 1 11-I I —II° -I— M 16SED DOINEL RETROP I T DETAIL WA : NTS SIM. • GMU SM MIX 17ROMW MMM =TRUSSES PLAN T CONNECTOR SCHEDULE NALL REINF <TEND INTO BEAM ROOF TRU5 -5EE PLAN (2)3 Y2'x0.131 8" GMU BOND BEAM Hi (1) #5 BARS GONT. W REINF. GMU NALL - -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 BY NINDOW/DOOR MANUFACTURER i SHANK 2x4 FLAT BLOCKING ® 16" O.c. FA5TENED TO BOND BM. N/Y4" TAPGON (2)3 Y2'xO.131" VERT NALL REINF. TO EXTEND INTO BOND BEAM &EN TIO9/4'=I'-O' NOTES: I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF NINDOW/DOOR, FASTEN BUCK TO MA50NRY W/ (1) RON OF %"x4" TAPGON5 6" FROM ENDS AND 16" O.G. MAX. TAPCON5 TO BE I Y2" MIN. FROM EDGE OF BUCK. 2. BUCKS LE55 THAN 2X TO BE FASTENED N/ GUT NAILS OR EQUIVALENT. STRUCTURAL CONNECTION OF WINDON/DOOR TO STRUCTURE BY OTHERS IN THI5 CASE. 3. ADDITIONAL 2X HOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X BUCKED OPENING, USE (3) RON5 OF 3"x0.131" NAILS STAGGERED ® 12" O.G. EA. 5UGGE551VE BUCK. 4. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF NINDON MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET. 5. ADDITIONAL HOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUGK W/ (2) RON5 OF 2Y2"xO.131" NAILS ® 16" O.G. FASTEN NINDON/DOOR TO 2X PER NINDOKVOOR MANUFACTURER'S SPECS. WINDONDOOR BUCK DETAIL sca e: NTS LETTERED DETAIL5 ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN THI5 HOME $ SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REQUIRED ALL APPLICABLE AREAS. THESE WHERE SPECIFICALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("CUT") ON THE PLANS. seal: -G. ��'��1'tC//i No y OF 1 �. 0• ;1y� d�1Y� © copyright: ""y' v Structur I n nna. Inc. oC0 Z JF= w w Z c z z rn a w � Q ac Z= Co It A W 5 �Q'5 col'--3� j T m E + a Jz ; 1 LU Mo Y OD oa p y tO m L6 Y.1 o N W M a IV W project number: 068-200 1 1 project mgr: J S B drawn by. KG K issue date: 0 5-2 0-2 0 REVISIONS: date: initial: sheet: 4 C] O LL W Q z � 0 z U co Q J J SDM2 JUN 0 8 2020 PERMANENT ROOF TRUSS BRACING NOTES: (51NGLE FAMILY HOME OR TOWNHOUSE CONSTRUCTION, WITH ROOF TRUSSES SPACED NO MORE THAN 24, 0.0 I. WOOD TRU55ES SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE 13UILDIN6 COMPONENT SAFETY INFORMATION (BG51) "GUIDE TO GOOD PRACTICE FOR HANDLIN6, IN5TALLIN6, RE5TRAINING t BRAGIN6 OF METAL PLATE CONNECTED WOOD TRUSSES," (2006 EDITIOW. 2. TOP CHORD BRAGIN6: TOP CHORD5 SHALL BE BRACED BY DIRECT -APPLIED PLY14000/05B 5HEATHIN6. • IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FASTENED TOP CHORD, CONTACT MtK FOR BRACING DE516N. 3. BOTTOM CHORD BRAGIN6: a. THE BOTTOM CHORDS SHALL BE BRACED BY DIRECT -APPLIED (5.W.B. GEILIN6 4. WEB MEMBER BRACING: THE TRU55 MANUFACTURER SHALL INDICATE THE TRU55 MEMBER5 W35, VERTICAL5) THAT REQUIRE LATERAL BRACIN6/RE5TRAINT. a. TOR 1-'BRACE: WHERE BRAGIN6 15 REQUIRED AS INDICATED ON SHOP DRAWING, UTILIZE T OR 'L' BRACES (REFERENCE B651-133 F16URE5 B3-18 t B3-". 5HOP APPLIED REINFORCEMENT PER BC5I-133 FI6URE5 133-22 t BC-23 15 ACCEPTABLE. • 'T' t V REINFORCIN6 MATERIAL SHALL MATCH THE 51ZE OF THE I EB/VERTICAL MEMBER. • 'L' t T' REINFORGIN6 TO 13E A MINIMUM OF 10% of THE LENGTH OF THE WEB/VERTICAL MEMBER. • FA5TEN 'L' OR 'T' REINFORCING TO WEB/VERTICAL W/ Ibd 6UN NAILS (0.131x3 I/2") AT b" O.G. b. GONTINUOUS LATERAL BRACING ALTERNATE: WHEN THREE (3) OR MORE 51MILARLY CONFIGURED ROOF TRU55E5 AL16N, CONTINUOUS ROWS OF LATERAL BRACIN6 MAY BE USED IN LIEU OF THE ABOVE -NOTED 'L' OR TBRACES. • CONTIN0005 RON5 OF LATERAL BRACIN6 SHALL CONSIST of MINIMUM 2x4. ROW5 SHALL BE LAP 5PLICED ONE TRU55 BEYOND IN EACH DIRECTION. SECURE BRAGE TO EACH TRV55 COMPRESSION VEB w/ (2) Ibd GUN NAILS (0.1310 1/2"). • CONTINUOUS LATERAL BRAGINFi SHALL BE RESTRAINED BY DIA60HAL BRACING (MIN. 2" THICK NOMINAL LUMBER t MINIMUM 5PF '5TUD' 6RADE MATERIAL). THI5 BRAGIN6 15 TO BE CONTINUOUS. PROVIDE ONE RON OF DIAGONAL BRACING AT VERTICAL WEB MEMBER5 OF TRU55E5 CLO5E5T TO EACH 6ABLE END WALL t ADDITIONAL DIA60NAL5 AT 20'-0" A5 REQUIRED. DIAGONAL BRAGE 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 5HEATHIN6 CONTIN. LATERAL BRAGIN6 To LAP ACK055 MIN. (1) TRU55 BAY A5 5HOWN 2x 5TRON613ACK NOT REQV FOR 5TRUGTURE) DIRECT -APPLIED PLYND/05B DIRECT -APPLIED 6VD GEILIN6 SECTION B-B Aoetmv f my HM 0) at Mo11E 3MM MAsEs ME 6XO v 7 Q DIRECT -APPLIED 6WB GEILIN6 — TYPIGAL TRU55 ELEVATION GOMFRE5510N WEB (SLOPIN6 OR VERTICAL) GONTINUOU5 LATERAL BRACE ALTERNATE o (3) OR MORE ADJACENT 51MILAR TRUSSES (SEE INDIV. TRUSS SHOP PRANIN65 FOR LOCATIONS) 2x 5TRON613AGK MAY BE INSTALLED FOR GON5TRUGTABILITY TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REQ'D FOR STRUCTURE) WEB MEMBER REQUIRING BRACING A5 INDICATED BY TRU55 MANUFACTURER 2x STRON6BAGK5 MAY BE INSTALLED FOR CONSTRXTA$ILITY TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REOV FOR STRUCTURE) 'L' OR 'T' BRACING o V^IE135 DE516NATED BY TRU55 MANUF. PERMANENT TRUSS BRACING DETAILS 4 NOTES SCALJ>:: NM VIMT APPLIED ONLINE LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME I$ SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REOU I RED ALL APPL I GABLE AREAS. THESE WHERE SPECIFICALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. seal: 0\11111111/1 too . t _ t t 4u Rt © copyright y Strut fal t liltk*0 aCD Z J� w w Z c C-0 rn Z w J oa.. t: o Q Z .a Q o H C) ♦ c� -, . 4 CM � 1-- c "o m T fn M j 0° E i a Jz2� Q. W G :a Y o 0 y W M L6 N CC c fn Q 7 M&K project number: 068-2001 1 project mgr, J S B drawn by: KG K issue date: 05-20-20 REVISIONS: ■ date: initial: ■ 10 (n J O J LL W w z C) a J O cn d Q z U � o Q � Ca OY z J J sheet: PB$B• i