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HomeMy WebLinkAboutBuilding PlansABBREVIATIONS 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 DIN DOWN P.T. PRESSURE TREATED DR DOOR DW DISH WASHER QUAD QUADRUPLE DWG DRAWING D.S. DOWNSPOUT REF REFRIGERATOR DTL DETAIL REINF REINFORCED REQ'D REQUIRED EA. EACH RNG RANGE E.J. EXPANSION JOINT R.O. ROUGH OPENING ELEC. ELECTRICAL R RISER ELEV ELEVATION RND ROUND EQ. EQUAL R&S ROD AND SHELF EQUIP. EQUIPMENT EXP EXPANSION SC SOLID CORE EXT. EXTERIOR SCHEM SCHEMATIC EE EACH END SHLF SHELF SHT SHEET FD FLOOR DRAIN SHWR SHOWER FIN. FINISHED FLOOR SIM SIMILAR FND. FOUNDATION SH SINGLE HUNG FLR. FLOOR S.S. STAINLESS STEEL FP FIREPLACE STL STEEL FR FIRE RATED STRUCT STRUCTURAL FXD FIXED SUSP SUSPENSION FRM FRAME SGD SLIDING GLASS DOOR FTG FOOTING SQ SQUARE GA. GAUGE T TREAD GALV. GALVANIZED TB TOWEL BAR GC GENERAL CONTRACTOR T&G TONGUE AND GROOVE GEN GENERAL TEMP TEMPERED GYP. GYPSUM T.O. TOP OF GL GLUE LAM TR TOWEL ROD GLS GLASS TRPL TRIPLE TYP TYPICAL H HIGH HC HOLLOW CORE U.N.O. UNLESS NOTED OTHERWISE VERT VERTICAL HGT. HEIGHT V.L.I.F. VERIFY LOCATION IN FIELD HDR. HEADER HB HOSE BIBB W WASHER HORIZ. HORIZONTAL W/ WITH INSUL. INSULATION WC WATER CLOSET INT. INTERIOR WD WOOD WWM WELD WIRE MESH LAV. LAVATORY WDW WINDOW I LT LAUNDRY TUB KHo i'11��I11�111'M Conipanies 90 Matawan Road Matawan, NJ 07747 (732) 383-2200 EDEN ELEVATION "A" ARMINA PLACE FT, PIERCE, FL 34951 LOT 0059 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 CALC: ELEVATION "A" 1ST FLR/TOTAL A/C 1616 SQ. FT. ENTRY 35 SQ. FT. GARAGE 380 SQ. FT. LANAI 87 SQ. FT. TOTAL UR 2118 SQ. FT. I 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 COVERSHEET & BUILDING DATA CS.2 GENERAL NOTES A-1.1 FIRST FLOOR PLAN A-2.1 FRONT & REAR ELEVATIONS A-2.2 SIDE ELEVATIONS A-3.1 ROOF PLAN A-5.1 BUILDING SECTIONS A-5.2 TYPICAL WALL SECTIONS E-1.1 FIRST FLOOR ELECTRICAL PLAN P-1.1 SLAB PENETRATION PLAN S-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN S-1.3 ROOF FRAMING PLAN SD-1 FOUNDATION DETAILS SD-2 STRUCTURAL DETAILS PBSB-1 STRUCTURAL DETAILS lal� -Ol , REVIEWED F R CODE ComF ll E ST. LUCIE Ck UNTY 0 z z a Y � J Q w m CC 0 O.,) 0m� . V 077 a G Hm*3 _= \# =zU) � za Cc < C) a C7 Q Q J !/ C ❑� O F Q92 a t c k g i i• cd o I'm� w0 V o .A U) V z m aQ w y i I� O V W O J z W 0 to z O rn I COMMUNITY: I RELEASED:11/21/19 SHEET FILE COPY _■ 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 D MORE THAN 72 INCHES 1829 MM ABOVE THE WINDOW IS LOCATE ( ) 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 TH E 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. GENERAL CONSTRUCTION NOTES: TREADS AND RISERS: DRAFTSTOPPING: THE MAXIMUM RISER HEIGHT SHALL BE 7.75" AND THE MINIMUM IN COMBUSTABLE CONSTRUCTION WHERE THERE IS USABLE SPACE TREAD DEPTH SHALL BE 10". THE TREAD DEPTH SHALL BE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO FOREMOST PROJECTION OF THE ADJACENT TREADS AND AT A RIGHT THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED ANGLE TO THE TREADS LEADING EDGE. THE MINIMUM WINDER 1,000 SQUARE FEET. DRAFTSOPPING SHALL DIVIDE THE THE TREAD DEPTH AT THE WALK LINE SHALL BE 10", AND THE MINIMUM CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE WINDER TREAD DEPTH SHALL BE 6". NOSING SHALL NOT BE LESS THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A THAN 3/4" BUT NOT MORE THAN 1 1/4". A NOSING SHALL NOT BE CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED REQUIRED WHERE THE TREAD DEPTH IS 11". IN FLOOR/CEILING ASSEMBLIES UNDER THE FOLLOWING HANDRAILS: CIRCUMSTANCES: HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH 1. CEILING IS SUSPENDED. CONTINUOUS RUN OF TREADS OR FLIGHTS OF 4 OR MORE RISERS. 2. FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYP OPEN -WEB HANDRAIL HEIGHT: PERFORATED MEMBERS. HANDRAIL HEIGHT, MEASURED ABOVE STAIR TREAD NOSINGS, OR FINISH SURFACE OF RAMP SLOPE SHALL BE UNIFORM, NOT LESS 1. MATERIALS: THAN 34" AND NOT MORE THAN 38". DRAFTSTOPPING MATERIALS SHALL NOT BE LESS THAN 1/2" GYPSUM BOARD, 3/8" WOOD STRUCTURAL PANELS OR OTHER APPROVED HANDRAIL GRASPABILITY: MATERIALS ADEQUATELY SUPPORTED. DRAFTSTOPPING SHALL BE HANDRAILS WITH A CIRCULAR GROSS -SECTION SHALL HAVE AN INSTALLED PARALLELL TO THE FLOOR FRAMING MEMBERS UNLESS OUTSIDE DIAMETER OF AT LEAST 1.25" AND NOT GREATER THAN 2" OTHERWISE APPROVED BY THE BUILDING OFFICIAL. OR SHALL PROVIDE EQUIVALENT GRASPABILITY. IF THE HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF AT SEPARATION FROM GARAGE: LEAST 4" AND NOT GREATER THAN 6.25" WITH A MAXIMUM PER SECTION R302.5, R302.6, OPENING PROTECTION CROSS-SECTION DIMENSION OF 2.25". EDGES SHALL HAVE A 1. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM MINIMUM RADIUS OF 0.01". SHALL NOT BE PERMITTED. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID OR HONYCOMB CORE HANDRAIL CONTINUITY: STEEL AND NOT LESS THAN 1 3/8", 20 MINUTE RATED, WITH SELF HANDRAIL -GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUT CLOSER. INTERRUPTION BY NEWEL POSTS OR OTHER OBSTRUCTIONS. 2. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2" GYPSUM BOARD APPLIED TO EXCEPTIONS: THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS ABOVE 1. HANDRAILS WITHIN DWELLING UNITS ARE PERMITTED TO BE BY NOT LESS THAN 5/8" TYPE "X"GYPSUM BOARD OR EQUIVALENT. INTERRUPTED BY A NEWEL POST AT A STAIR OR RAMP CEILING CONSTRUCTION: LANDING. 1. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND 2. WITHIN A DWELLING UNIT, THE USE OF A VOLUTE, TURNOUT OR ITS ATTIC AREA BY NOT LESS THAN 1/2 INCH (12.7 mm) GYPSUM STARTING EASING IS ALLOWED ON THE LOWEST TREAD. BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH 3. HANDRAIL BRACKETS OR BALUSTERS ATTACHED TO THE HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE BOTTOM SURFACE OF THE HANDRAIL SHALL NOT BE ROOMS ABOVE BY NOT LESS THAN 5/8 INCH (15.9 mm) TYPE "X" CONSIDERED OBSTRUCTIONS TO GRASPABILITY, PROVIDED GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A THAT THE FOLLOWING CONDITIONS ARE MET: FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE 3.1. THEY DO NOT PROJECT HORIZ BEYOND THE SIDES OF THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 HANDRAIL WITHIN P/2" OF THE BOTTOM OF THE HANDRAIL AND INCH (12.7 mm) GYPSUM BOARD OR EQUIVALENT. PROVIDED THAT, FOR EACH 1/2" OF ADDITIONAL HANDRAIL PERIMETER DIMENSION ABOVE 4", THE VERTICAL CLEARANCE EXTERIOR FINISHES: DIMENSION OF 1 W" CAN BE REDUCED BY 1/8". 1. CEMENT PLASTER FINISH OVER MASONRY SHALL B€ 5/8" THICK 3.2. THEY HAVE EDGES WITH A RADIUS OF NOT LESS THAN .01 ". TEXTURED PER COMMUNITY STANDARDS. 3.3. THEY OBSTRUCT NOT IN EXCESS OF 20 PERCENT OF THE 2. CEMENT PLASTER FINISH OVER WOOD SUBSTRATE SHALL BE 7/8'. HANDRAIL LENGTH. THICK (3) COAT STUCCO OVER (2) LAYERS OF WATER RESISTANT BARRIERS IN ACCORDANCE WITH FLORIDA BUILDING CODE 6TH HANDRAIL CLEARANOE: EDITION (2017) RESIDENTIAL, R703 AND ASTM C920: TEXTURE PER CLEAR SPACE BETWEEN A HANDRAIL AND A WALL OR OTHER COMMUNITY SURFACE SHALL BE A MINIMUM OF 1.5". A HANDRAIL AND A WALL OR OTHER SURFACE ADJACENT TO THE HANDRAIL SHALL BE FREE OF FLASHING: ANY SHARP OR ABRASIVE ELEMENTS. 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT QUTTERS, AT GUARDS: ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF SHALL BE LOCATED ALONG OPEN -SIDED WALKING SURFACES, OPENINGS. PLATFORMS, STAIRWAYS, RAMPS AND LANDINGS THAT ARE 2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED LOCATED MORE THAN 30" MEASURED VERTICALLY TO THE FLOOR OR SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO GRADE BELOW AT ANY POINT WITHIN 36" HORIZONTALLY TO THE THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT BE STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES CONSIDERED AS A GUARD. USED AS FLASHING SHALL COMPLY WITH AAMA 711. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. LIVE LOADS: APPROVED CORROSION- RESISTANT FLASHINGS SHALL BE INSTALLED LIVE LOADS FOR THE FOLLOWING SHALL COMPLY AT ALL OF THE FOLLOWING LOCATIONS: WITH TABLE R301.5: 3. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF USE LIVE LOADS UNINHABITABLE ATTICS WITHOUT STORAGE 10 UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 BALCONIES (EXTERIOR) AND DECKS 40 FIRE ESCAPES 40 GUARDS AND HANDRAILS 200 GUARDS IN -FILL COMPONENTS 50 PASSENGER VEHICLE GARAGES 50 ROOMS OTHER THAN SLEEPING ROOMS 40 SLEEPING ROOMS 30 STAIRS 40 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 MANUFACTURERS INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURERDS 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. OPENING LIMITATIONS: REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE • IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OFA WALKING SURFACE TO THE REQUIRED GUARD HEIGHT WHICH REGISTERED DESIGN PROFESSIONAL. ALLOW THE PASSAGE OF A 4" SPHERE • IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200. FMAiWDMA 250, OR FMA/AAMA/WDMA 300 SCREEN PORCHES: PORCHES AND DECKS WHICH ARE ENCLOSED WITH INSECT WINDOW INSTALLATION: SCREENING SHALL BE PROVIDED WITH GUARDS WHERE THE 1. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH WALKING SURFACE IS LOCATED MORE THAN 30" ABOVE THE FLOOR THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. OR GRADE BELOW. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. FIRE PROTECTION: FLOOD ZONE REQUIREMENTS: FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL VERTICAL AND PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR HORIZONTAL CONCEALED DRAFT OPENINGS. ELEVATION. 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. CHIMNEY HEIGHT REQUIREMENTS: 1. WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED THE CHIMNEY MUST EXTEND T-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 25 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 RAID) 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) a �I o w z a z 0 a Y � 0 m _ y0 rn2 UQ H �¢ U w ¢ '���z DC Q o o 0Q (] J W U B r, z 4 w Z z Q O U Q Lu E F- ��//�� V! > ¢ W z � 0 Q L r w U x ® O O m z w Cc �L w m U O ® /I C`11 O z M W.1 Ae �I w ¢ w z ® z 0 ® W xs to rw� z ® V IL w w .., x zz CA 0 w ¢ W z SHEET w m w x z F- O Ir Ir w a O m a m w x O 0 Y 0 z z cs��ee z O 2 Y FILE COPY 2 A5.1 35'-0" _ 25'-011 10'-01, - -- 141 $, 4'-$" 12'-0" 8'-4" 8"— *35 SH 54"X63" EGRESS 35 SH -- FLAT SOFFIT @ T 4" OWNER'S DINING LANAI IF II@I SUITE AREA' 0 CONCRETE 8'-8" CLG. 8'-8" CLG. 12'-6" 11 2 8' 8" CLG. F m MOISTURE LL v aD 00 - -- c — RESISTANT I° m <o ^ -' DRYWALL CLG. Ig _ 21_On 8'-01' IL N r !! 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SPACES M Ch c- ;. 20d" 5'-1Oz" 4' 32" T 4" 5' 52° 10' 8211 © - - -- —-- ` HOV IN � XFER 8� GRILL -� ADD OSB - 3'-2r' HALL ti��2 2L1 m 7/16" LID 8'7CG i+) 2 4IN Y ��0 TO MECH.CL. ---- = N R&S GRILR r ti CEILING FOR AHU ON FIRE DRAFT 2868 SC W/ r STAND STOP W Q SELF CLOSER AND ' C N METAL THRESHOLD METAL RAG wN r, I TUB PE �.' On IN WEATHER STRIPPING PP G LOC ION H i COMM ' 1" M ' ` 2' SPEC 17'-6" 1/2" wALL 5 5-2 . , 5' 4"// 52 BOARD ON ; XIBK. _ -IN -- ----` -i GARAGE SIDE RK d 22" X 54" PROVIDE 2$'e ?o o ATTIC ACCESS L� 0_1 N INSULATION _ L- ----- J As REQ'D I�t -� car r_ $ 9111 - 2 cM ._ r- �D icm LINE OF 2" FOYER °IN M CONC. CURB CLG. 4� ALL >1 G 1,-8,, 2 CAR GARAGE xFER in BATH 8'-8" CLG. GRILL 8'-8" CLG. Fl------------------------- a R R&S �} \ -METAL Cq CL N I ti s CEc� O I SHOLDI THRESHOLD! lO�Q WEATHER i 3'-5" m r I STRIPPING _ IPPI _ I I p I I 1 m 3-7 7r-1 1 1 ENTRY _ SIN I 8' 8" CLG. r M N I I FLAT SOFFIT r 0')T-4° 16070 GARAGE DOOR AT _o MOISTUREI BEDROOM 3 RESISTANT 8'-8" CLG. DRYWALL CL > 10'-8" I *25 SH -4r 4" 16'-01' 'r 31-8" „ 7'-8"37"X63" EGRESS 4'-4" 1818" 4' 41 12'-011 35'-011 I, ICI FIRST FLOOR PLAN Of' AI G. 4 /A 11 YI ran LEGEND SYMBOLS BUILDING/WALL SECTION MARKER 6FR OINTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE \JP 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 SOLID SURFACE COUNTERTOP 1'-2" MAX. TOP PLATE 2x6STUD WALL 1/2"GYP. SEE PLANS FOR BD. WALL LAYOUT tBASE CABINET AS r- PER SHOP DWG.j N WD.BASE MOLDING FINISH FLOOR FINISH FLOOR SUBFLOOR TYPICAL DOOR PLACEMENT DIAGRAMS E.Q. E.Q. O DOORS LOCATED WITHIN A LENGTH OF WALL ARE TO BE CENTERED UNLESS DIMENSIONED OR NOTED OTHERWISE. �1 DOORS LOCATED ADJACENT TO WALL INTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. NOTE: TYP. WINDOW HEAD HGT. AT 7'-4" U.N.O. a n 0 z H a om g OO L ron I .' C'3 rn Y z uj a _ z co OU00za a- 0o Q —1 Ol m col 0 q oN V 0 0 ^�� Q w �z o a U Q LU Ir 0 x O Q O d Z N a z 0 i w � o 0 M� 0 ° DC a w U w m 0 ® p ° .j z wU a >� r ° z iF1.1 0 1 rn of OC m µMy z I� J a O i= i.:y w U) w 2 = Z ui z z i�� 6d.& Ir � i® W - -- z COMMUNITY: WATERSTONE ¢ a PLAN # 6075 w RELEASED; 11 /2 i / 19 w 2 SHEET so ICI L. FILE Copy a ROOF SHINGLES PER 12 5:12\ COMMUNITY SPECS. t25 5 4" WIDE STUCCO BAND (+1) 6" ALUMINUM WRAPPED 6" ALUMINUM WRAPPED W WIDE 5:112 FASCIA W/ VINYL FASCIA W/ VINYL STUCCO BAN VENTED SOFFIT, TYP. VENTED SOFFIT, TYP. (+1) T.O. MASONRY T. \ M 1' 0" T.O. WINDOW F 4" WIDE El El � rEl ^ STUCCO(+1BAND ^ 00 CD n U Q O_ U,-���� `25SH FIN. FLOOR 16070 GARAGE DOOR 3068 SOLID PANEL DR. FRONT ELEVATION SCALE: 1 /4"=1'-0" L PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR MEDIUM TEXTURE / ; w';9' :+- ;eg SKIP TROWEL FINISH tgY �".::" 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 & C1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) RAISED STUCCO BAND +1 (O DOOR ENTRY 1 TRIM DETAIL SCALE: 3/4"=1'-0" n v � r J 0 J z a Z o Y J O w �. Y o = ao C7 z Ljj ~ O w za � < o o 0 Q 0 J Cn n N v Qo C rn H romm * Iz r% J a w w O M t- 1.�� z 0 z Lil U W z RELEASED:11/21/191 SHEET A2. 1 PAINT AND FINISH SCHEDULE I KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR MEDIUM TEXTURE / SKIP TROWEL FINISH 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 & C1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) rl o J ZLu Z o co N w a F- U�wa_ z CC'QUo 0 ao:5a, U) CZ, rc 'c V Q g z n z 2 O Q w Cc O x f— v ♦ Z zw U ml W CE w i a i..l U) c� w z i�i Cc as ® g t— w w U) w SHEET A292 U) w 2 O x 1'-0" ROOF PLAN SCALE: 1 /4"=t'-0 AT IC VENTILATION - AT FIRST. FLOOR LOWER ROOF UPPER ROOF (SOFFIT) VENTING VENTING SQ. FT. ATTIC NET FREE AREA SOFFIT NET FREE AREA ROOF AREA VENTING. REQUIRED VENTING REQUIRED 2117 508 SQ. IN. 508 SQ. IN. VENTS REQUIRED 48" TAMCO OFF -RIDGE VENT (138 SI NET FREE) - 5 VENTS NOTE: LOCATE RIDGE VENTS 7-0" OFF ALL HIPS RIDGES OR VALLEYS, MIN., TYP. THE TOTAL NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED EXCEPT THAT REDUCTION OF THE TOTAL AREA TO 1/300 IS PERMITTED, PROVIDED THAT AT LEAST 50 PERCENT AND NOT MORE THAN 80 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET (914 mm) ABOVE THE EAVE OR CORNICE VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. 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 z FW I z o : J co rnR 2 U _o �Z3' CC v ti z n H z U) z a J a w m ua x z U) x c� wLu 0- 0 Ir a W m O x z z z O x p 2 A5:1 ROOF SHINGLES PER COMMUNITY i SPECS. (TYP.) i 12 12 5 PRE-ENGINEERED ROOF TRUSSES 5 I SEE FRAMING SHEET FOR DETL'S I` I INSULATION PER ENE UALUS, TYP. I i All T.O. M. - - - - - T.O. WDW BEDROOM 2 HALL DINING' BEDROOM 4 (BEYOND) ' Ili i ♦� ♦` 00 ♦`♦ ♦\\ 00 ♦ \ ro FIN. FIR. - --� '--� - - -I _ ..,- III li. .,,L=III !11-Ili-__L:._ - ,-.-s :.-.III-III .!-III .III III=11=1 ' N--:''• - 2) SET P.T. WOOD BUCK I L .•.' . I IL, _.I I I I I I III I I I-11,- I-I- 4 INSTALL WINDOW - - „_-' _- - - OVER CMU EXTERIOR CMU WALL II -III II OR DOOR. FASTEN PER 1 = 1 WATERPROOFING IN - CONCRETE FOOTING �1 ' PANS DEAL RODUCT APPROVALS SIMILAR ON WINDOW SILL, JAMBS # DOOR FRAME TO WINDOW O. R FASTEN PER APPROVALS. PRODUCT SEE STRUCTURAL PLANS _ URETHANE SEALANT. 1) PROTECTO WRAP LWM200 OR P. III,:III I AND HEAD. APPLY AROUND WOOD BUCK AND 3)APPLY LIQUIDWATERPROOFING AROUND THE EDGES OF THE WALL A5.1 CORNER AND EXTEND 6"ALL MASONRY 3) APPLY LIQUID MEMBRANE OVER THE TOP WOOD SEAL EDGE OF P.T. AND EXTERIOR FACE OF b BUCK TO MASONRY BUCK AND SILL PRECAST SILL CMU OPENING WATERPROOFING 2 BUILDING SECTION SCALE: N.T.S. SCALE: 1/4"=1 0' I r /— CORNER BEAD (FASTENER & SPACING @17" O.C.) m 1 ROOF SHINGLES PER COMMUNITY A5.1 CMU SPECS. (TYP.) 12 12 5/8" THICK, 3 COAT CEMENT r PLASTER APPLIED 5 5 DIRECTLY TO MASONRY I i } If BLOCK WALL 1-11RE-ENGINEEREDROOFT US S SU T10 PER NE GY LC TY EE RA NG EE FO DET S T.O. W D W CORNER BEAD DETAILS TRANSFER GRILL I I SCALE: N.T.S. F11 OWNERS BUILDING SECTION SCALE: 1/4"=1'-0" 12 5 Vl z o O 0 U w U O m � Z a? z z W W ( m U0 �IIII II 11�1 1 z a a a< J COMMUNITY: w WATERSTONE ¢ a1 PLAN # 6075 w RELEASED: 11 /21 /19 w 2 SHEET O z Q, AS.1 Z OI xI YJ FILE COPY SEE R OF P SOFFIT AT RAKE (BEYOND) REFER TO PLANS FINISH PER PLAN - BENT METAL FLASHING REFER TO"L" FLASHING DETAIL HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL 1 _ 2X LEDGER BOARD INSULATION AS PER SPECS. TOP OF C.M.U. (REFER TO ELEV.) 1/2" (MIN.) CLG. BD. 2X ALUM WRAPPED FASCIA PRE-ENGINEERED BD. WALUM DRIP EDGE GABLE END ROOF TRUSS - REFER TO SOFFIT AS PER SPECS. STRUCTURALS MASONRY LINTEL, SEE STRUCTURALS TYP. PENT ROOF F DETAIL L SCALE: 1/2" = 1'-O" L: 1'-STORY - MASONRY WALL ROOF SHINGLES OVER ROOF SHINGLES OVER ROOF SHINGLES OVER SYNTHETIC POLYMER -BASED SYNTHETIC POLYMER -BASED SYNTHETIC POLYMER -BASED UNDERLAYMENT ROOFING U NDERLAYMENT 00 12 ROOFING UN DERLAYME NT 12 SEE ROOF .ROOFING PRE-ENGINEERED ROOF 12 SEE ROOF PLAN PRE-ENGINEERED ROOFPLANOOF PRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. PLAN TRUSSES AT TYP. 24" O.C. TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER BOTTOM CHORD VARIES. REFER BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. TO TRUSS MFGR. DRAWINGS. TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END HURRICANE STRAP EACH END HURRICANE STRAP EACH END OF TRUSS - EC.M.U.FER TRUSS TO OF TRUSS - REFER TO STRUCTURAL.T O STRUCTUROF AL. STRUCTURAL. STRUCTURAL. i _ -KF(OP OF C.M.U. TO ELEV.) TOP OF C.M.U. (REFER TO ELEV.) ( REFER TO ELEV.)REFER INSULATION PER SEE II 2x6 ALUM WRAPPED FASCIA 1/2" EXTERIOR SOFFIT SEE 2x6 ALUM WRAPPED FASCIA COMMUNITY SPEC. - _ SEE BD. W/ALUM DRIP EDGE. BD. W/ KNOCKDOWN ELEV. BD. W/ALUM DRIP EDGE. SEE ENERGY CALCS. ELEV. ELEV. SOFFIT PER SPECS I SOFFIT PER SPECS PLASTER FINISH 1/2" (MIN.) CLG. BD. 2x6 ALUM WRAPPED FASCIA CLG. BD. SEE STRUCTURAL 1x PT DRAPE BLKG BD. WfALUM DRIP EDGE. 6" TYPE'X' GYP. BD. PLAEN TRUCTURAL PLANS = ABOVE WINDOWS 1/2" SOFFIT PER SPECS TO BE PROVIDED WHEN LIVING SPACE _® .® G.W.B. SEE STRUCTURAL IS ABOVE GARAGE) WINDOW PER PLAN PLAN 8" CMU BLOCK W/ CEMENTITIOUS FINISH (BEYOND) GYP.BD. WINDOW SILL 8" CMU BLOCK W/ CEMENTITIOUS FINISH 1/2' GYP. BO. OVER RADIANT ,: PRECAST WIN. SILL BARRIER INSULATION (R-4.1) ATTACHED TO 1x2 PT. FURRING @ 24" O.C. SLOPE GRADE AWAY DRIVEWAY PER COMMUNITY SLOPE GRADE AWAY FROM HOUSE GARAGE SLAB, SPECS FROM HOUSE BASE BOARD 4„ SEE STRUCTURAL PLANS SLOPE �_0'--0, SLOPE SS_ E Fr 'Ir N. FL. 0 0 FIN. FL FIN. FL 'v FOUNDATION FOU NDATION FOUNDATION M PER STRUCTURAL DRAWINGS PER STRUCTURAL DRAWINGS PER STRUCTURAL DRAWINGS TYP. -STORY WALL�a WINDOW SECTION Cc� GARAGE DOOR__ TYP. CMU COLUMN _ �a LANAUPORCH SCAL. „ „ - - „_ I ,_ „ SCALE: 1/2"=1'-U" ATTIC OR SECOND FLOOR ATTIC OR SECOND FLOOR LIVING SPACE — NOTE: THESE DETAILS DEPICT LIVING SPACE REFER TO PLANS - REFER TO PLANS ARCHITECTURAL SPECIFICATIONS AND _ Gypsum _T_O__M_ FINISHES ONLY. REFER TO STRUCTURAL PROVIDE2X4 GYPSUM BOARD FRAMED BOARD J ENCLOSURE FOR }" GYPSUM'Ir ELECTRICAL PANEL, FINISH W/ w GARAGE a BOARD i i w a 2"GYPSUM -_A h------ BOARD NICHE FOR i ELECTRIC METER j ELECTRICAL i LOCATION -SEE PANEL & PLANS. VERIFY WIRING INSTALLATION IN " N FIELD /, ELECTRICAL PANEL ELECTRICAL STUCCO PANEL' FINISH iv N EXTERIOR `O 00 EXTERIOR =-_ CMU BLOCK CMU BLOCK --- WALL ALL 1' NOTE: ELECTRICAL v PANEL IS TORE ili CONCRETE CONCRETE 1 '-6„ N INSTALLED ACCORDING CURB REFER CURB REFER TO ALL APPLICABLE TO PLANS TO PLANS LOCAL, STATE AND NATIONAL CODES. CONCRETE VERIFY PANEL Aa DIMENSIONS PRIOR TO _ - GRADEAT CONSTRUCTION. GRADE GARAGE - - - FLOOR ELECTRICAL PANEL NICHE AT CMU BLOCK WALL SCALE 1/2' = 1'-0" II FILE copy z w m O O m w z z m O M rr O w m O F- O z w m m 0 z i z IL w m w F_ z m w F O 0 u In EDEN LOAD CALCULATIONS PANEL "A" DESCRIPTION LOAD KVA GENERAL LTG. 3Wx1616 S.F. 4848 SMALL APPLIANCE 1500 SMALLAPPLIANCE 1500 REFRIGERATOR 1200 DISHWASHER 2400 DISPOSAL 850 MICROWAVE 1200 RANGE 8000 WATER HEATER 4500 DRYER 5000 WASHER 1500 LAUNDRY 1500 EXTERIOR GFI 1500 IRRIGATION 800 GDO 900 TOTAL KVA 37198 AHU #1 HEAT 10000 KWx.65 6500 FIRST 10KW 10000 BALANCE C 40% 10879 AC LOAD 6500 TOTAL LOAD 27379 KVA 240V 114 AMPS LOAD CALCULATIONS SCALE: N.T.S. 150 A METER COMBO 120/240V 1 ph. N313 22K AIC WIRE POLE TRIP DESCRIPTION CKT CKT DESCRIPTION TRIP POLE WIRE #10 2P 30A AIR COMPRESSOR 1 2 RANGE 50A 2P #6 3 4 #6 2p 60A AIR HANDLER 5 6 WATER HEATER 25A 2P #10 7 8 #12 1P 20A DISHWASHER(AF/GFI) 9 10 DRYER 30A 2P #10 #12 1P 20A11 DISPOSAL(AF/GFI) 11 12 #12 1P 20A WASHER(AF/GFI) 13 14 MICROWAVE (AF) 20A 1P #12 #12 1 P 20A REFRIGERATOR (AF) 15 16 GENERAL LTG. (AF) 15A 1 P #14 #12 1 P 20A SMALL APPLIANCE (AF/GFI) 17 18 GENERAL LTG. (AF) 15A 1 P #14 #12 1 P 20A SMALL APPLIANCE (AF/GFI) 19 20 GENERAL LTG. (AF) 15A I #14 #12 1P 20A BATH (GFI) 21 22 GENERAL LTG. (AF) 15A 1P #14 #12 1 P 20A GARAGE DR. OPENER (GFI) 23 24 GENERAL LTG. (AF) 15A 1 P #14 #12 1P 20A GARAGE (GFCI) 25 26 GENERAL LTG. (AF) 15A I #14 #12 iP 20A SPRINKLER SOLENOID 27 28 SPACE #12 1P 20A EXTERIOR (GFI) 29 30 SPACE SPACE 31 32 SPACE SPACE139 34 SPACE SPACE36 SPACE SPACE38 SPACE SPACE40 SPACE 2" PVC STUB #4 GROUND WIRE DOWN FOR FLORIDA BLDG STEEL POWER & LIGHT PANEL SCHEDULE OWNER'S7 DINING SUITE CAT`5 AREA ILANAI I v ADD BLOCKING ADD AS REQUIRED Q AD BLOCKIN ca D G BLOCKING AS REQUIRED d3 AS REQUIRED w STRUCTURED WIRE PANEL(SWP)LOCATE BELOW SHELVING (VIF) I CM i OS GFI ----- T Lu WIC 3 BULB 0 'ADD FIXTURE- ¢ BL OC ING BL AS EQU RED OS I AS E I iI BAT -- C}iGRI i it -GFI+. BLOCKING S REQUIRED GFI �� KITCHEN-__k ADD ADD BLOCKING (ING AS REQUIRED RED GREAT ROOM CAT 5 JICL BEDROOM 4 l_ ADD BLOCKING AS REQUIRED r DISCONNECT o J� -..7 GFI 48"AFF I I - I IGHT I I I P.J i ADD IRRIGATION TIMER L J BLOCKING L ---- J LOCATION VARIES PER AS REQUIRED n Ci MAIN WATER SERVICE ELECT. CONNECTION WPIGFI PANEL ON M 2X4 WALL N FC FIELD (V.I.F) PRE -WIRE FOR VERIFY GARAGE DOOR 2 CAR GARAGE > METER OPENER F\.--------------------- -- SWITCH FOR DISPOSAL - AS REQ�JIREQ ---1 I CflGFI' - -- m i L----T , REFi SPACE�I BEDROOM 2 r- LAUNDRY DRYERI 0� I - Mv ' SPACE' DD BLOCKINGC� ADD BLOCKING AS REQUIRED �_ I AS RE UIRED ----- i WASHER i GFI SPACE 13F I ®D CL ADD BLOCKING 3 GM AS REQUIRED HALL WH 110 L TT 0 WH T DISCONNECT F ATTIC L ----� ADD BLOCKING AS REQUIRED LfP- )ADD BLOCKING AS REQ'D ' i EXT. I I \ 4, P.B. FOR O i CHIMES ADDI WP/ I BLOCKING1 ze VP 150 A MLO PANEL >� AS REQ'DI A.C. COMPRESSOR 42 CIRCUITS N1 I ENT Y I I I I I 3#10, 3/4" C it 3#Yo, 1#6G 1 YZ" C y GROUND ROD 1 %"x8' GALV. ELECT. RISER DIAGRAM SCALE: N.T.S. ADD BLOCKING AS REQUIRED BEDROOM 3 I FIRST FLOOR ELECTRICAL PLAN SCALE: 1 /4"=1'-0" ELECTRICAL KEY k DUPLEX CONVENIENCE OUTLET P WEATHERPROOF DUPLEX OUTLET 411 GROUND FAULT INTERRUPTER DUPLEX OUTLET 0 220 VOLT OUTLET I WALL SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH KEYLESS LIGHT FIXTURE CEILING MOUNTED LED LIGHT FIXTURE i� WALL MOUNTED INCANDESCENT LIGHT FIXTURE ovp VAPOR PROOF LIGHT FIXTURE +a LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE 0 EXHAUST FAN O EXHAUST FAN/LIGHT COMBINATION °N CHIMES (OPTIONAL) 0 PUSHBUTTON SWITCH (OPTIONAL) ou COMBINATION SMOKE / CO2 DETECTOR o SMOKE DETECTOR M TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) Ip ELECTRIC METER s ELECTRIC PANEL DISCONNECT SWITCH Q JUNCTION BOX STANDARD ELECTRICAL LINE NOTES: 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AND ARC FAULT CIRCUIT INTERRUPTERS (AFCI) PER 2014 NEC 210.12 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR: SWITCHES ........... 42" OUTLETS .............14" ABOVE COUNTER OUTLETS ...... 46" TELEPHONE ......... 14" TELEVISION .......... 14" WP/GFI 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH DISCONNECT A MONITORED BATTERY BACKUP. PROVIDE AND INSTALLIS 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 — 3-BULB 2017, NFPA 2014 AND ALL APPLICABLE LOCAL STANDARDS, FIXTURE CODES, AND ORDINANCES. 6. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. 7. CIRCUIT NUMBERS ARE FOR REFERENCE ONLY, 8. LUMINIAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF 2014 NEC 410.16(A) & (B) 9. RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED 10. A MIN OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS 11. GFCI DEVICES SHALL BE READILY ACCESSIBLE 12. REFER TO ENERGY CALCULATIONS FOR ADDITIONAL INFORMATION. 13. PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN COMPLIANCE WITH NEC 110.26. 14. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. 15. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE PER FBC E3901.9. sf- n o � z Z w Y a '5_ .m J _ \ LL O o J' W Ln _ 0 rn m GC7az F_Wmw¢ ¢ U � w ¢ a cr < 9 < C) cn M Q o z w rn z Z Q O Q H F_ ¢ O 2 ¢ z z z o a o w w O 0 0 � 0 „� a w ¢ i r.l w m U 0 ii r+� U O O M �y z w ¢ 0) U) 0 Z, Ln �J V Cc z z w IL 0 w w w w ..j x x zz Ui 3 Lu W W z z J EL w U) w F Z z 0 x m � o L, o a Z a a a a a mw a O U F_ cn A ¢ w w w J COMMUNITY: U) WATERSTONE w PLAN # 6075 W RELEASED: 11 /21 / 19 w 2 SHEET O z Q E l • lz z Y 3' T� PLUMBING RISER DIAGRAM SCALE: N.T.S. L V 0 z a z o LANAI ©° " c), ¢ v I 10'-10" 1 OS WIC 100 I Z / OS BATH L — KITCHEN GREAT { I I I I kV a o� ROOM 23 102 b 1 o P 1 17'-11 I FRE 21 L — — r B=1- I BEDROOM F_ DRVEa ;LAUNDRY H — _ 10'-10 0l "PA, EI j L J J F —7 1 1 BEDROOM 4 I SHERI J SPACEI, HOV o CL HALL co F_9 v �a) WN 0o M c'Oi 0 CONDENSAT s T _ SLEEK C4 aa w�� = Z � _ cc F za a �¢00 0 I Q ❑ m m cz ff9 c z Z z Q Z 0 �a z cc M cr w z z a O 0 ^^ o W z a z ® z o w ® ® 0 ® o 4* ~ w m w m U ® O J w w M �e W W �+.1 `/) 0 z ® W C ® 0.. en L0 --- en cy)— �• m w f f Mw ® w I L 0 i J ai (D io z N V! co,,^^ wFOYER HALL I (� 2 CAR GARAGE BATH wz Z J w- - - - - - - - - - - - - - - - - - - _ . \ (1) w CL M o Z U) a ~ coLOCATION VARIES IPER MAIN WATER AL I SERVICE I N ICONNECTION ` I ENTRY 4N BEDROOM 3 z COMMUNITY: W SLAB PENETRATION PLAN wATERSTONE a PLAN # 6075 w SCALE: l i$"=1'-0" RELEASED: 11 /21119 SHEET 0 _i. SHOP STAMP REVIEW Lot#/Plan Eden [31 ACING HEIGHT SGHI:DUL Review is f r general compliance with the Construction Documents. 8'-8" Brg Responsibility far correctness of dimensions, details, quantities and safety durin fabrication lies solelywith the contractor. i l m � M Z No Exceptions Taken Reviewed By: Dawn Boggio-Korbeiak ti� ❑ Rejected: i EJ7 ( CJ3 � CJ3 -- l m � i i ram- _ >_ CJS -- —- - CJs i T1I -- - — -- TIO -- T05 - I TB6 TB? TB8' NOTE 5 1.) REFER TO HID G1 (REGOMMENDATION5 FOR _— - - r ---- --- -- HANDLING INSTALLATION AND TEMPORARY BRACING,) ------ ---- ---- - REFER TO ENGINEERED DRAWING5 FOR PERMANENT DRACING REQUIRE. —T---- -- T — --- ---- — 2.) ALL TRU55E5 (INCLUDING TRU55E5 UNDER VALLEY FRAMING)MUST DE GOMPLETELY DECKED OR REFER TO DETAIL V105 FOR ALTERNATE DRAGING REQUIREMENT5. --- -- 3.) ALL VALLEYS ARE TO 6E CONVENTIONALLY o FRAMED DY DUILDER. 4. ALL TRU55E5 ARE QE5I6NED FOR 2' o G. —4 — — -- — oD MAXIMUM 5PAGING, UNLE55 OTHERWI5E NOTED. N,1{ r ., 5,) ALL WALLS SHOWN ON PLACEMENT _— PLAN ARE GON5IDERE TO DE LOAD CD CD REARING, UNLE55 OTHERWISE NOTED, X 6: 5Y42 TRU55E5 MUST DEIN5TALLED ' WITH THE TOP BEING UP - 44f 7.) ALL ROOF TPU55 HA%ER5 TO DE 5IMP50N HTU26 UNLE55 OTHEFW15E NOTED. ALL FLOOR TRU55 HANGERS TO DE 5IMP50N THA422 UNLE55 OTHERWI5E NOTED. 8:) DEAM/HEADERILINTEL (HDR) TO DE FURNI5HED DY DUILDER. _- -- - -- = SHOP DRAWING APPROVAL _ ----------�--1-/ � � \� ev TH15 LAYOUT THE SOLE 50UKG �— — - 15 E FOE FADRICAIION OF TRU55E5AND VOIDS ALL PREVIOUS ARCHITECTURAL OR OTHEF T07 TPU55 LAYOUTS REVIEW AND APPROVAL OF THIS LAYOUT ML5 —__-- _—_--- -- ---._ 6E RECEIVED 6EFOP E ANY TRU55E5 WILL BE DUILT VERIFY Ai T36 CONDITIONS TO AG 1 IN5UR E A N5T 61iANGE5 THAT WILL K_- I --_= — —_ _--- --- IN EXTRA CHARGES TO YOU TB5 Requested Delivery Date T04 ' Approved by Date. i T03 CJ5 mm -- --� crs CJ3 EJ7 FirstSource cJ1 Orlando TB 1 PHONE 407-051-2100 FAX: 407-051-7111 Plont City PHONE, 513-75q-5g51 FAX m 513-752 1532 U I CA - CJ3 � I CJ 1 _ —CJ 1 C-3 w w U[LDER, 18-8-0 44 4-0 1 B-B K Hovnanian Homes MODEL Eden -A LBA ADDRE55: HE 151014 Lot 59 yc LE, N 5 T DATE. DRAWN BY: JOB #: 11/19/19 Terry 2167579 FILE COPY TH15 MODEL HAS BEEN DES16NED IN ea.\��t�� ^:eni ��� `•� MA50NR't' LINTEL ASSEMBLIES GENERAL STRUCTURAL NOTES ROOF FRAMIN GENERAL STRUCTURAL NOTES ACCORDANCE WITH THE 6thEDITION 2O7 SEE5GHEDULEAND5PEGIFIGATIONSFORADD'LINFO . I :.� ','• - "' (. *` •*.. ... • _.. SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF , - FLORIDABU�LD�N6 GODS SEGT�ON 16QGI I DESIGN IS BASED ON bth EDITION (2011 FLORIDA BUILDING CODE. FOUNDATION ( ) v a eonoMREINF. TRU55 CONNECTORS: Te Of 40 s LATERAL DE516N REQUIREMENTS FOR THE WOOD FRAME EN6INEERINGI5 BASED ON ND5 NATIONAL DESIGN' ry PRECAST REIN . PRECAST LINTEL . • " , i• -p � . ROOF SHEATHING SHALL BE 1/I6 MIN. OSB/PLYWOOD SHEATHING / - i * *. EMBEDDED REINF.. EMBFDDFDREINF. Ibr SPEGFCATON FOR WOOD CONSTRUCTION ...LATEST EDITION.: A FOLLOWW6 WIND SPEED EXP05UI� ONLY: F DESIGN IS BASED ON 6th EDITION (2011) FLORIDA BUILDING CODE. L EXPOSURE I: FASTEN SHEATHING TO ROOF MEMBERS w 2 3 x .113 � `S' � ° I „ �-I----{ / /8 0 • DE51 N LOADS: �//� S�ONA�. RING SHANK NAILS (R5R5-01 OR EQUIV.) ® O.G. AT PANEL EDGES b /�) 7�1 _ o - 1J u1l 1 FOOTING DESIGN -THESE FOOTINGS HAVE BEEN ENGINEERED FOR OOF LIVE 20 PSF MB I MB 2 � ©copyngnt:M�HERt�ErRU.P ab _ ®6 O G. IN FIELD. FASTEN SHEATHING TO, GABLE END d DRAG _ �In MINIMUM ALLOWABLE SOIL BEARING CAPACITY OF 1,500 PSF. EXP. DEAD l PSF T.G' 10 PSF B.C. Structural Engineer) l Inc. ���TRU55E5 w/ RING SHANK NAILS ® 3" O.G. (U.NO.); PROVIDE BLOCKING TOAD DURATION FACTOR = 1.25 m � •ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT W/ CONCRETE ALONG PANEL EDGES AT FIRST 2 TRUSS BAYS FROM GABLE END. _ FLOOR LIVE - 40 PSF INCLUDING STAIRS TOP REINF. OR CONT. CANT. BOND. BEAM n n ( ) ^^ . OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED L.L. BOND BEAM REINF. :REINF. A5 V PROVIDE H STYLE CLIPS ALONG. UNSUPPORTED ED6E5. _ z Reap - _ 30 PSF ®SLEEPING AREAS. SOUTHERN PINE #2. WIND i�CP�RTI�NG� 1-��iT�l� - I.� +ROUT v 6ROIIf _ J [C • _ 50 P5F @ GARAGE w f�'` F BOTTOM REINF. ROOF SHEATHING FOR MAIN ROOF TRU55ES 5 „ s ;; E HALL EXTEND .. e _ r FASTEN PARTITION L 5 TO SLAB WITH DIA. x 2 LONG i BOTTOM REINF. __a a Y� L L Ya /4 L � _ .DEAD. - 10 PSF 20 PSF TOTAL @ TILE N INTERNAL PRE55UR COEFFICIENT CONTINUOUSLY UNDER ALL OVER RAMIN6. 1 :: PRECAST LINTEL w/ u L F Z O TAPGON5 ®32 o.c. - Ax: WITH A MINIMUM OF 2 TAPGON5 PER _ PRECAST LINTEL w/ .EMBEDDED REINF. .WIND ULTIMATE WIND SPEED d EXPOSURE A5 LISTED � 2 n �I I � T-� Ur EMBEDDED REINF • _ PLATE, 12 MAX.MAxFROM PLATE ENDS... + TRUSS ALL VALLEY. SETS. FASTEN EACH T TRUSS EIV�iL�CJ�1/, l �.i8 ¢ BELOW w/ RISK CATEGORY II: � z ° • BUILDER TO VERIFY ORRO51ON-RES15TANGE COMPATIBILITY OF 51MP5QN VTCR CLIPS ®24 O.G. MB 4 MB 3 I - G N R E E A A N HARDWARE d FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED TR AT D ANY WIND SPEE EXP • L FR MI G + Q E E E DL 05URE NOT ALL METAL SHALL BE SPECIFIED BY THE TRU55 E WOOD, CONTACT LUMBER d HARDWARE SUPPLIERS TO'GOORD: E Y MANUFACTURER, UNLESS OTHERWISE NOTED. � a o HERE REQUIRES FORMAL EVALUATION � •EXTERIOR WOOD STUD BEARING # H MASONRY LINTEL DETAILS REINFORGEMENT MARK DESIGNATION TOP BOTTOM SHEAR REINFORGEMENT, - MB-I 8F8-OBIOT -- - - MB 2 8F8 IB/OT ---- (1) #5 AB-3 8FI6-IB/IT (1) #5.. ( �5. MB-4 6RF14-I5 : ----- -- APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE QUALITY PRECAST GO. PPR E AND LOTT'S CONCRETE. NOTES: 1. ALL LINTEL5 w/ SPANS GREATER THAN 14'-O' 5HALLBE PRESTRESSED. 2 SHORE PILLED LINTELS S REOURIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING U.N.o. 4. DO NOT GUT OR MODIFY PRESTRESSED LINTELS. L BE GRADE 60 f =60 ksl 5. ALL REINFORCEMENT SHALL y 6. ALL LINTELS SPECIFIED ON PLAN ARE MINIMUM SIZE REQUIRED BY DE5I6N. 1. ALL LINTELS ARE TO BE LOGATED DIRECTLY ABOVE THE OPENING BELOW 5HEET LIST INDEX SHEET DESCRIPTION SHEET TITLE 5-0,0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2D BLOCK PLAN 5-1.3 ` ROOF FRAMING PLAN 5D-I FOUNDATION DETAILS 50-2 5TRUGTURAL DETAILS PB5B-I STRUCTURAL DETAILS • GONGRETE DESIGN BASED ON AGI 318: CONCRETE SHALL ATTAIN APPROVAL FROM MULHERN � KU L P • ERECT AND INSTALL ROOF TRUSSES PER WTGA: d TPlS BG51 I WALLS 5 ALL BE 2x4 5PF 2 OR 5YP#2 ® I6 O.G' ., OR BETTER (TYP: U.N.O.UNOON PLANS): I- v o a THE FOLLOWING MINIMUM COMPRE551VE STRENGTHS IN 28 DAYS, U.N.O.: STRUCTURAL_ N6 NEERINC�. II GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING 8 BRACING ", INTERIOR WOOD'STUD BEARING A W LLS SHALL BE 2x4 SPF OR SYP � � UJ - E v m f r, = 2,500 p5I:..... FOOTINGS - OF METAL' PLATE CONNECTED WOOD TRUSSES ST UD GRADE LUMBER @ I6 O.G , OR BETTER (TYP. U.N.O. ON PLANS). r� t m a ' 2500 psL .�....: SLABS ON GRADE (INTERIOR d ExrERIOR) • ROOF TRU55 SHOP DW65. SHALL BE SUBMITT D T E 0 ARCH d EN6. < � a P fy 60,000 psi ,.... REBAR • ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LE55 ' 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 VIR61N SOIL OR 15% 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 ASTM G416 F'c=3000 P51 w/ MAX a " AGGREGATE �g • CONCRETE MA50NRY UNITS SHALL BE A5TM GOO KITH A MINIMUM GOMPRE551VE STRENGTH OF Ig00 PSI (F'M 1500 P50: ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON "AGI 530/530.1 • REINFORCED GMU GORES (AS INDICATED ON PLAN) SHALL BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL L EXTEND' INTO BOND BEAM AT TOP WALL AND SHA LL LL ; ALI6N WITH FOOTING DOWEL BELOW: PROVIDE MIN 50" LAP SPLICE WITH FOOTING DOWEL • GROUT SOLID ALL RE NFORGED GMU CELLS AND BOND BEAMS • A BOND BEAMS AR� TO BE 8 G N ALL O T. FULL LENGTH OF WALL w/ (1) #5 BAR GONT. (TYP. @ EXT. PERIMETER) • # PROM E I 5 BAR GROUTED SOLID ON EACH. SIDE ti O OF ALL MA50NRY OPENIN65 AND AT ALL WALL CORNERS • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE GENTER OF THE MASONRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR HALLS. (AS 5HOWN ON PLANS) • RQP61 OPENIN65 ARE GALLED OUT ON PLAN- BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF SLAB ' EDGES, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP, EXACT LOCATIONS PER BUILDER. • SAW GUT OR TOOLED JOINT DEPTH SHALL BEY4 OF THE DEPTH OF THE SLAB (I "I FOR A 4" SLAB) • JOINTS SHALL BE LdGATED 0 12' 0" O.G. (RECOMMENDED) OR 15'-0" O.G (MAXIIMUM)l • JOINT GRID PATTERN SHALL BE A5 CLOSE TO SQUARES A5 P0551BLE (Li RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION 5PECIIJIGATION5 (T`rP. U.N,O.) DESGRIPTION OF BLDG. ELEMENT 3"x0.131" NAILS 3NO.120" NAILS J015T TO 50LE PLATE (5) TOENAILS (3) TOENAILS" SOLE PLATE TO J015T/BLK'G. (3) NAILS ® 4" o c. (3) NAILS 0 4" o.c. STUD TO 50LE PLATE (2) TOENAILS (5) TOENAILS" TOP OR SOLE PLATE TO STUD 2 NAILS (3) NAILS RIM TO TOP PLATE TOENAILS " oc. TOENAILS 0 6" o.c.' BLK'G. BTWN. J015T5 TO TOP PL. (5) TOENAILS (3) TOENAILS DOUBLE STUD NAILS 0 24" .c. NAILS ® 16" o.c. DOUBLE TOP PLATE NAILS ® 24" .c. NAILS ® lb" o.c. DOUBLE TOP PLATE LAP SPLICE g NAILS IN L PPED AREA (1I) NAILS IN LAPPED AREA TOP PLATE LAP @ GORNER5 $ INTER5EGTIN6 HALLS (2) NAILS (2) NAILS * �"xO.113 15 AN ACCEPTABLE ALTERNATIVE TO]A NAILS. (ONLY ACCEPTABLE WHERE * ARE SHOWN 5NO.120", SAME SPACING OR NUMBER OF EXTERIOR $ 5HEA�R WALL SHEATHING 5PECIP41CATIONS INDIGATES LOGATION AND EXTENT OF SHEARNLL WHIGH REQUIRES 5HEATHIN6 AND/ OR FA5TENIN6 5PEGIFIGATIONS BEYOND THAT OF TAN AR 5 D D GON5TRUGTI ON SYMBOL SHEAR PANEL 5PEG. O7/16" PLYWOOD OR 05B FASTENED N/ PI 21/2 x0,131 NAILS @ 61 o.c. ALON6 PANEL ED6E5 AND I2 o.G. IN THE PANEL FIELD. O1/16" PLYWOOD OR 05B FASTENED w/ p3 i 2y2 x0a31 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 HALLS w/ 1/I6" PLYWOOD OR O5B FASTENED w/ "xO.151"UNL5 @ 6" O.G. AT ALL PANEL EDGES AND ® 12" O.C: AT CENTER. (U.N.O. ON PLANS) 1 ALL PANEL EDGES SHALL Z V RAMIN X URO OVER 60R2 BLOGKIN6 SHALL BE PROVIDE TO SUPPORT PANEL EDGE AND FASTENING ' 2. ALL STRUCTURAL PANELS ARE. To BE DIRECTLY APPLIED TO STUD FRAMING @ 16 o.c. MAX. U N.O. ON PLAN, 3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER w/ 3Y1x0.131 NAILS @ I6"o.c. USE. (8) 3Y2"xO.131" NAILS @'EA. LAP SPLICE. (TYP. U.N.O.) 4. LATERAL ANALY515 A55UME5 ALL INTERIOR SHEARWALL5 AND EXTERIOR HALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENINGS 5. SEE ARGHITEGTURAL DRAWINGS FOR ADD'L WALL - CONSTRUCTION REQUIREMENTS. 6. ALL EXTERIOR WALLS ARE CONSIDERED 5HEARWALL5 1 WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBER5: 8. A MAXIMUM OF T�O I' 4" WIDE x 2'-0" TALL OPENINGS ARE PERMITTED TO B GUT INTO INTERIOR 5HEARWALL5 50 LONG AS THEY ARE FRAMED OUT TO PROVIDE THE SHEATHING ED6E NAILING REQUIRED AND OCCUR 16" MINIMUM FROM THE ENDS OF THE 5HEARWALL, Window 4 Door Allowable Wind Pre55ure5 165 MPH Wind Zone Exposure B OPENING 51ZE INTERIOR ZONES END ZONES 6 Garage Door +25.8 P5F/-28.3 P5F +25.8 PSF/-32.3 PSF I6Garage Door +24.5 PSF/-210 P5F +24.5 P5F/-2q.6 P5F 10 SOFT. +2G.4 P5F/-3LO PSF +2q.4 P5F/-3q.3 PSF 20 SOFT. +281 P5F/-30.6 P5F +25.1 PSF/-36.1 P5F 50 SOFT. +26 3 PSF/-28.8 P5F +26.3 P5F/-33.2 P5F 100 SOFT +25.0 PSF/-21.5 PSF +25.0 P5F/-30.5 PSF 500 SOFT. +21 A P5F/-24.4 PSF +21.9 P5F/-24.4 P5F 'DEnd Zone i5 defined o5 the Smaller of 10% of least horiz. dim. or 40%: of mean roof height. Pre55ure5 charted here dre allowable pressures and have been reduced per ASGElI7-10 section 2.4.1 from ultimate pre55ure5. Divide allowable pre55ure5 above by a; factor of .6 to obtain ultimate pres5ure5. TU FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. ' ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x _ < 1 STUD' GRADE MEMBERS SPACED @ Ib" O.G. (MAX.) ~ o • SUPPORT PORCH d SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER LU y °J FASTENED TO FRAMING w/(2) 3"x0.131" NAILS CAD 16' O.G. • ALL NON -BEARING INTERIOR STUD WALLS SHALL BE CONSTRUCTED c v o m WITH 2x '5TUD' GRADE MEMBERS SPAGED ® 24" O.G. (MAX.). en m` rn W CD n OM • ALL HEADERS SHALL BE SUPPORTE BY (U JA �- UPLIFT CONNEC�TORB B FARING CONDITION TRU55 ' CONNECTOR LENGTH i < 15' ` 51MP50N H2,5T SINGLE ROOF TRU55 BEARING ON > 15 , 151MP50N HIOA WOOD STUD WALL/WOOD BEAM RO IRDER TRU55 BEARING ON Of= � E WOOD 5TUO WALL/WOOD BEAM ALL (2) SIMPSON HT520 SINGLE ROOF TRU55 BEARING ON OPT, A 51MP50N HETAI6 OPT. B (1) HETAI6 EVERY TRU55 + (1) GMU WALL (OPT. A TYP. U.N.0) ADD'L HETA16 EVERY OTHER OOE G T. FLUSH BEAM OR FLOOR ALL o) 51MPSON'HETAI6 T. BEARING ON GMU WALL IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD E TO DESIGN THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION". M8K HAS -ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5CE 1-10.. ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWING SHALL 5UPER5EDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR 5PEGIFIGATION5 AND LOADS SHOWN ON THE SHOP CARDS D 2x GK S D d (U2x KING STUD, MINIMUM. - THE NUMBER OF STUDS 5PEGIFIED AT A SUPPORT INDICATES THE NUM ' BER OF JACK STUDS REQUIRED U.N.O,: ALL R5 HEAD E BEAMS d OTHERSTRUCTURAL T L MEMBERS SHALL BE I 5PRUGE-PINE-FIR #2 S # ( PF) OR SOUTHERN PINE 2 SYP ( ) LUMBER, E OR BETTER (KILN -DRIED), �I FAG AI E NAIL MULTI PLY 2x BEAMS- E M5 d HEADERS:I^V 3 ROWS OF 3 x0.131 „ NAILS 9 12 O.G. 5TA66ERED, APPLY NAILING FROM BOTH FACES ® I M&K protect number, 3-PLY OR MORE CONDITIONS UTILIZE 2 ROWS OF NAILS FOR 2x6 4 068-1 9051 2x8 MEMBERS. • FACE NAIL BUILT UP 2x POSTS " NV 3 x0.131" - NAILS ®I61 O.G. project m r p 1 9 NJ M STAGGERED. APPLY NAILING FROM BOTH FACES a 3-PLY OR MORE CONDITIONS. drawn by: jv EH • REFER TO CONNECTION E SPEGIFIGA710N5 TABLE FOR ALL issue date::. � � -1 8-19 CONNECTIONS (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALL5 w/ 1/I6" 05B REVISIONS: FAST NED E w/ 2)'2 xo.131 NAILS ®6 O.C. @ EDGES d 12 O.G. ® CENTER FIELD, PROVIDE HORIZONTAL 2x BLOCKING AT ALL date: initial: UNSUPPORTED PANEL EDGES. TYPICAL U NO ON THE PLANS *PROVIDE50 LID BLOCKING 1N FLOOR SY5 TEM UNDER ALL P05T5 CONTINUOUS TO FOUNDATION/BEARING. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L.SL - Fb=2325 psi; Fv-310 P51{ E=155x10^6 psi • LVL - Fb=2600 p51; Fv=285 psi; E=2.Ox10^b psi • FOR 2 d 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER LE6END WITH 3 ROW5 OF 5NO.131"'NAILS ® 8" O/C OR 2 ROW5Y4N3Y2" SIMPSON 5135 5GREW5 (OR 3Y2" TRUS5LOK 5GREW5) a b" OIG. USE A MINIMUM OF 3 ROWS FOR BEAM DEPTHS OF 14" OR GREATER. • F=m= INTERIOR BEARING WALL AT'PLY FASTENING AT BOTH FACES FOR 3-PLY GONDITION. LOCATE • BEARING WALL ABOVE TOP d BOTTOM NAIL5/5GREW5 2" FROM EDGE 50LID 3Y2" OR 5Y4" BEAMS ARE ACCEPTABLE. USE 2 ROWS OF NAILS FOR 2x6 d 2x8 •._ BEAM / HEADER MEMBERS; • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER • �• ••• LOCATION AND EXTENT OF 5HEARWALL WITH 3 ROW5 OFY4"xb" 51MP50N 51)5 5GRE115 (OR C6 3/4' TRU55LOK 5GREW5) o 16" OIG USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS • EXTENT OF OVERFRAMIN6 OF 14" OR GREATER. APPLY, FASTENING AT BOTH FACES (ONE SIDE ONLY FOR TRU55LOK 5GREW5)° LOCATE TOP AND BOTTOM 5GREW5 •_ - -INDICATES 1/8"A" SAW GUT CONTROL JOINT 2" FROM EDGE. A SOLID 1" BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL STUDS IN GONTAGT w/ GMU HALLS SHALL BE INDIGATES LOCATION OF REINFORCED GMU GORE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA X 4" LONG (SEE NOTES) TAPGON5 ® 24" O.G. JL METAL HANGER INDICATES P05T ABOVE PROVIDE SOLID FLOOR FRAMIN6 BLOCKING UNDER P05T OR JAMB ABOVE. • 1-JOI5T5/TRU55E5 SHALL BE DESIGNED BY MANUF. TO MEET OR HOLDOWN / STRAP SCHEDULE EXCEED L/480 LIVE LOAD DEFLECTION LRITERIA W • ALL METAL HANGERS SHALL BE SPECIFIED BY i-JOIST /TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. SYMBOL SPED F CATION 01-JO15T/TRU55 SHOP DW65 SHALL BE SUBMITTED TO ARCH. d EN6. FASTEN BUILT-UP POSTS SUPPORTING ROOF 6.T. TO FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. z GMU WALL w/ (1J SIMP50N M5TGM40 STRAPwl (I2) Y4" FLOORSHEATHING SHALL BE 23 2 A.P.A.RATED R - - /3 ED 5TU D I FLOOR i 5T-1 DIA x V4" LONG TAPGON5 INTO GMU. DE516N AGGOUNTS 24" O.G, EXP05URE I OR APPROVED "I ( OVED EQUAL) TONGUE AND GROOVE FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5:' EDGES, FASTEN SHEATHING TO FRAMING MEMBERS W/ GLUE AND (USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.O.) SGREWED w/ IOx2" LONG GRABBER,SGREW5 (OR EQUIV.) ® 6" O.G. AT PANEL E06E5 d 12" O.G. AT INTERMEDIATE SUPPORTS. ' TYPICAL STAIR CON5TRUGTION NOTES !.J • (5) SINGLE PLY 2x12 STRIN6ER5 FASTENED TO HEADER AT TOP OR _LANDING, NHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM N/ (1) SIMP50N A35 GLIP AT EACH STRINGER: FASTEN 2x6 P.T. PLATE TO CO%kETE SLAB w/ (5) %%b" DIA. x 3 Y2 LONG TAPGON5. • FASTEN END STRINGERS TO AD4IAGENT'HALLS w/ (2) 3"xO.131" NAILS AT EAGH STUD, WHERE APPLIGABLE, • PROVIDE 3/4" FLOOR DECKING ON RISERS AND I" FLOOR DECKING ON TREADS. • SEE STAIR FRAMING SECTION FOR MORE INFO. 0 0 Li- z D U W U J U) Ld 0 LoLd 0 Q sheet; :1Lt5 01900 0 3 )2" STEP N I I i I i I • I i , ' i 5D-I Le � 5D-1 5.6.D. REGE55 PER - 5D-I MANUFAGTURER5 N i - - — - - i --IN5TRUGTION — ' L - - - - - - - - ( LANAI 5LAB: j 13Y2" GONG. SLAB ON ' 6RADE (2500 PSI MIN.) N/ 6x6-NI.4xN1:4 MESH OR FIBER MESH I i ON q5% GOMPAGTED I FILL. • I GONGRETE 5LAB: - ( 3 Y2" GONG. SLAB ON N i 6RADE (2500 P51 MIN.) N/ mcO i 6x6-NI.4xN1.4 MESH OR FIBER MESH OVER 6 MIL. POLY ON q5% GOMPAGTED FILL. I • j NOTE: REFER TO BLOGK PLAN FOR ALL DOWEL LOCATION DIMENSIONS, i j 2 2 5D-1 5D-t � i L � I i. • I I I i • 1z I -0" • L--------3Y2" STEP—---- -� I L I , � 5D-I 4 � I I i SD -I I 3 YI1 STEP 6ARA 5E SLAB: i 5 3Y2" GONG. SLAB ON GRADE N 5D-I (2500 PSI MIN.) N/ 6x6-NI.4xNl.4 MESH OR FIBER MESH OVER 6 MIL. POLY ON q5% GOMPAGTED I SD -I o FILL. I 3 YZ" STEP- 1 • 1 • I 5D-I � L — — — — — — — — — — — — — -J 2 8'-511 J. 4'-4" 12'-0" cn_i 5LA5 PLAN__ SCALE: I/4"=I'-O" (22x54 5HEE WALE: I/&"=1'-0" (I10 SHEET) LEGEND • ® INTERIOR BEARIN6 WALL • c BEARING WALL ABOVE • BEAM / HEADER • LOGATION AND EXTENT OF 5HEARKALL EXTENT OF OVERFRAMIN6 — --INDIGATES 1/8"A" 5AN GUT CONTROL JOINT INDIGATES LOCATION OF REINFORGED GMU GORE (5EE NOTE5) J L METAL HAN6ER * INDICATES P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. REFER TO 5-0.0 FOR TYPICAL 5TRUGTURAL NOTES I$ 5GHEDULE5 seal: NOV 2 5 Pot" I I \0\%I 7 _ it i 'p'.•, ATE OF ZZ �O� Cc) copyrig li " z J� w w z o CD m z 1 w Q i 1 a Z= Q� U ZD . ' n � Y W CJ = J mA 4 2a ;. a �o .Jz W .� 00 ti Y �p O O to y NJ m` in o N � M d M&K project number: 068-19051 project mgr N J M drawn by: N E H issue date: 1 1 -18-1 9 REVISIONS: date: initial �CU C q O 0 0 Z 0 W nW U O W W a, 0 W L� F~ < W sheet: Fwi 00 2' 10" I, seal. X\\\N \\` 4f/// F / L�6END t 5 R ZL MA50NRY LINTEL DETAIL5 REINFORCEMENT MARK OE5I6NAVON TOP BOTTOM 5HEAR REINFORGEMENT MB 1 8F8-OB/OT ---- MB-2 8F8-I13/OT - (I) #5 MB-5 8FI6 15/IT (1) (U #5 ' MB-4 8PFI4-1B - --- ----- APPROVED LINTEL MANUFACTURERS ACRE• GA5T-GRETE, QUALITY PRECAST GO., AND LOTT'S CONCRETE. NOTES: I. ALL LINTELS W SPANS GREATER THAN I4' O" SHALL BE PRESTRESSED. 2. SHORE FILLED LINTEL5 AS REQURIED. 5. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRESTRESSED LINTEL5. 5. ALL REINFORCEMENT SHALL BE GRADE 60, fy=60 k51 6. ALL LINTEL5 SPECIFIED ON PLAN ARE MINIMUM 51ZE REGUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW MA50NR1' LINTEL A55EMBLIE5 `5EE SCHEDULE AND 5PECIFIGATION5 FOR ADDL INFO GROUT 6ROUT � BOTTOM REINF. A i PREGA5T LINTEL w/ PREOA5T LINTEL w/ J _ EMBEDDED REV. J EMBEDDED REINF. MB—I MB-2 U TOP REINF. OR GONT. CONT. BOND. BEAM BOND BEAM REINF, RBNF. A5 REOV GROUT Y GROUT BOTTOMREINF. .BOTTOM REINF. 9!-'--[PRFrA5T LI LINTEL w/ PREGA5T LINTEL W .EMBEDDED REINF. Q. EMBEDDED REINF, MB 3MB-4 REFER TO 5-0.0 FOR TYPICAL 5TRUGTURAL; NOTES I$ 5GHEDULE5 C =o LLJ� v) m '9 3: >. a� Z . � C m W D O T y m LID BJ c. I 0 CV m CL M&K project number 068-1 9051 project mgr N J M drawn by: NE H issue date: 1 1-1 8-1 9 REVISIONS: date: initial Ins sheet: ^9 CZ �L C O I d Q 0 J LL z D 0 U L`' W D Q J 0 z z 0 UJ co Lo IT � ~ d Lij -J F2.0 =1LE COPY seal: \1111(�%/// \��� g G. LEGEND ROOF FRAMING OPT. B UPLIFT GONNEGTOR `\. �Q•'��CENB�• ,�C�✓ (SEE UPLIFT GONNEGTOR 5GHEDULE FOR MORE INF) • INTERIOR BEARING WALL •SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE o A FOR ALL ROOF ,t TRU55 CONNECTORS. — ��. 3 _ =10 TEOF, : , � BEARING HALL ABOVE •ROOF SHEATHING SHALL BE 1/I6" MIN. OSB/PLYWOOD 5HEATHIN6 2}/b, p �+� 5D 2 SD 2 EXPOSURE I. FASTEN SHEATHING TO ROOF MEMBERSw/ 2 /a x0.113 F ,(ORIDP e��� • BEAM/HEADER _ <j�Ss ------ �Ca �� RING SHANK NAILS (R5R5 01 OR EOUIV) @ 6 O.G. AT PANEL EDGES 8 � ! 11 q — — • m LOCATION AND EXTENT OF 5HEARWALL ®6 O.G.IN FIELD.- FASTEN SHEATHING TO GABLE END 8 DRAG ar g � �xr �i Striitl��IalI ng, Inc TRUSSES w/ RING SHANK NAILS 0 3" O.G. (U.N.O:) PROVIDE BLOCKING rT r ALONG'PANEL EDGES AT FIRST 2 RU 5 BAY5 FROM GABLE END. _ • EXTENT OF OVERFRAMIN6 T 5 c ) j PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGES: z � " �� . w • INDICATES 1/8 xl SAW GUT G�NTROL JOINT. ROOF SHEATHING FOR MAIN ROOF TRU55E5 SHALL EXTEND O i I ~ CONTINUOUSLY UNDER ALL OVERFRAMIN6, z o O o m o w INDICATES LOCATION OF REINFORCED GMU GORE _ w r • •TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ z a 3 (SEE NOTES) SIMP50N VTGR CLIPS ® 24" O.G. L ° woor5D 2 w J� METAL HANGER + Q 6 I • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRU55 E * INDICATES P05T ABOVE PROVIDE SOLID MANUFACTURER, UNLE55 OTHERN15E NOTED :D Q o HIP 61ROER TRUSS 5D-2 BLOCKING UNDER P05T OR JAMB ABOVE. C.)v / • ERECT AND INSTALL ROOF TRU55E5 PER WTGA 8 TPI'S BG5I I cc _ m "GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING 8 BRAGIN6 G E LU DRA6 TRUSS (250 PL) / I w OF METAL PLATE CONNECTED WOOD TRU55E5: m / v •ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH 8 EN6. a FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY P d o c / I N • OP SUPPORT PORCH b SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER w occ O @ FASTENED TO FRAMING w/(2) 3"4.I31 NAILS @:16" O.G. o cm NF O cm LU 15 c14 cvs MLb CC M n I I I � I I � I ii I � I - — — 7----------;-- / HIP GIRDER TRUSS VALLEY TRU55 7 O.F. @ 24" o.c. oo I / U i \ / HIP 61RDER TRU55 i 3 I i ROOF FRAMING FLAN 5D-2 5D-2 I SCALE: 1/4"=I'-O" (22x34 SHEET) IL SCALE: 1/6"=1'-O" (IIxI1 SHEET) _ I SD-2 OPT. B UPLIFT GONNEGTOR (5EE UPLIFT GONNEGTOR SGHEDULE Y FOR MORE INFO) UPLIFT GONNEGTOR5 BEARING CONDITION TRU55 CONNECTOR LENGTH < 15, SIMPSON H2.5T SINGLE ROOF TRU55 BEARING ON j 15' SIMP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF GIRDER TRU55 BEARING ON WOOD STUD WALL/WOOD BEAM ALL (2) 51MP50N HT520 _ SINGLE ROOF TRU55 BEARING ON OPT. A 5IMP50N HETAI6 OPT. B (1) HETAI6 EVERY TRU55 + (U GMU WALL (OPT. A TYP. U.N.0) ADDL HETAI6 EVERY OTHER OOF G.T.FLUSH BEAM OR FLOOR P.T. BEARING ON GMU WALL ALL (2) 51MP50N HETAI6 5 THE RESPONSIBILITY OF THE EN61NEEP OF RECORD TO DESIGN UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 IONAL DESIGN STANDARDS FOR METAL PLATE CONNECTED WOOD 55 CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT NECTORS 1N ACCORDANCE WITH THE REGUIREMENT5 OF A5GE-1-10. I UPLIFT GONNEGTOR5 AND LOAD5 PER THIS DRAWING SHALL ERSEDE THE TRU55 MANUFACTURERS UPLIFT CONNECTOR OFIGATION5 AND LOADS 5HOHN ON THE SHOP CARDS. REFER TO 5-0.0 FOR TYPICAL 5TRUGTURAL NOTES 4 5GHEDULE5 MOW M&K project number: 0jN project mgrdrawn by:issue date: date: initial: e L (D z LL 0 0 sheet: cz,� C I� O LL Z 0 W W Q J ® U) z z 0 W Lo W � d 1.I1 .J Sm 1 .3 seal V 2 5 �ot9 st G(f�/l�j�i imp. TEUr .�pRID!: FILLED CELLS " R4.1 FI-FOIL OR EQUAL Yz GYP. BD. EA SIDE , ©cop' K, t GMU SLOG � �� (SEE PLAN 8 b E T 4 OVER %" FURR STRIPS OF 2x45 ®I6 O.G. Yyj i GARAGE -PER BUILDER • (I) #5 VERT. FROM FT TO Yz" J BOLTS 6 FROM EA. a z " \ / BOND BEAM. LAP w/ I HOUSE SLAB END OF WALL AND TOP Y IEW FOUNDATION DOWEL MIN. (SEE PLAN) SPADE ®32 O.G. J cc c�GORNER 30 GROUT GELL SO ID 2" (6" MIN. EMBED) w w"E30 STUD PLATE TIES PER z PLAN ® STUD TOP $ co z Q q a BOT. w GARAGE WALL GONG. OR PAVER . _ BEYOND L� L =1 1= , 1= a DRIVEWAY GRADE - - - I. o e 1—F-111—I I_I a Q o� ATIO/PORGH/LANAI SLAB _ � � LI III — _ — o _ - - - _ _ S PAN�- GARAGE SLAB - I I- ° -I t- - - (EE L ) a • � (SEE PLAN) ° 111— III=III=III- Y 4 #5 DOWEL W/ 6" HOOK AT GRADE a ° - - cc W cn - _ - — = 1 ALL VERT. WALL REINF. _ _ - - - a a -I III [=I LT —1 I I —I 11-11--I—I—I 2 #5'S GONT. • _ - _ - (SEE PLANS FOR LOCATION) O W/ „III III l L-111 — —11—III—III-111_I a 8 Z a - 3 MIN CLEAR - I � GLEAN COMPACTED � III I I —LI—III 1=III=111=III=111=1=111— - - - - - - - FILL � 95% MONOLITHIC FOUNDATION. 8 x8 THICKENED -1 - - - - -I I1- 11—III—III—III—I � 1-1 I 11—IIIIII—III-1 I I_ J Z = — I0 _III-11—III-III— —III=III' STANDARD DENSITY WI/ f2J #5 GONT. ON CHAIRS S A W I #5 GONT. J II -I LI w E 6 (2) #5 - - - =11 -, MIN. L B / O EDGE Wu (z) #5 — —1 I— —III — = O GONT, .. Ih . 1111=III III h WHERE 2ND STORY WALL y UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, AND w OGGURSDIREGTLYABOVETHE fS �OC 8" GMU WALL 5HOWN, FTC: SHALL ANCHOR BOLTS ARE NOT REQUIRED ON WALL5 NOT SUBJECT TO A BE Ili WIDE H/ (2) #5 BARS CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. FOOTING SECTION W/ BLOCK DETAIL SHIGKENED EDGE DETAIL GAR,4G STEP DOWN DEVIL I THICKENED EDGE ®GARAGE DOOR DETAIL SCALE NT5 .SCALE: NT5 SCALE: NTS' SCALE: NTS —J7\ 8" GMU BLOCK 8" GMU BLOCK 8 GMU BLOGK R4.1 FI-FOIL OR EQUAL 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL 8" WIDE GONT. R4.I FI-FOIL OR EQUAL # FROM FT6. TO 3 " (1) 5 VERT. 3 STRIPS OVER /4 FURR STRIPS BEYOND 3 ,: OVER /a FURR GONG: CURB OVER /4 FURR STRIPS BOND BEAM. LAP w/ -PER BUILDER '., _ PER BUILDER 6, EXTERIOR DOOR PER BUILDER FOUNDATION DOWEL MIN. (U #5 VERT. FROM FT6. TO (I) 5 VERT. FROM FT HOUSE 5 G SOLID HOUSE SLAB BOND BEAM. LAP w/ HOUSE SLAB TO BOND BEAM LAP w/ in E LAB 30 GROUT ELL T .THRESHOLD w M L (SEE PLAN) FOUNDATION DOWEL MIN. - SEE PLAN) 11 FOUNDATION DOWEL GARAGE SLAB (SEE PLAN) ( SET IN SEALANT PORGH/PRTIO/LANAI „ MIN. 30 GROUT GELL Q (SEE PLAN) LAB OR PAVERS`' 30 GROUT CELL SOLID SOLID > PAVERS >;(5EE PLANT) (SEE PLANS) X = C , x - - - - II _ - - III=III—III=I a _ _ _ _ _ =III _ III III III_III II_III—III 11 1 bRADE..... <,.. — m (- ,,__ � _- - ,III...- I— _ e ° — — — - -r: �- —III—I III II l—IIIIII—III III III --LIT—III LI=1 LI I_I—III_I—III — -v — - ExP Jo1NT,u _ � _ _ _ _ _ _- I —III — =1((=f l l I � L —111=III N�1=�����111 o z -111 -1 I_I III _ III — _ - + I-i m I 1 -III—III- =]Z-I I I , � '-III - a -�H-1=PVC CHASE SLEEVE TO BE _ 1=III=1I _ _I m III — # _ -- IIlT I I I U #5 DOWEL- WC6"`HOOK AT r . ;.. l —I �, III=III= =- U 5 DOWEL W/ 6' HOOK RT , ., i 1 _ - - - - - o p, TWICE THE DIAMETER OF A V RL WALL REINF. _=..u- Ii -_ I— I ALL VERT. WALL REINF. I _ - I - - ALL E - = a I. PROTECTED PIPE -:.. IIII-I L=1II-II III IlLr (SEE PLANS FOR LOCATION) PLANS FOR LOCATION) MONOLITHIG FOUNDATION W/ (2) #5 GLEAN COMPACTED _I I GLEAN COMPACTED GLEAN GOMPACTED GLEAN GOMGONT. ON CHAIRS FILL ® 95% MONOLITHIC FOUNDATION FILL @ 5%_I _—, III t I 1I 11I 1 _III-1I 1L,1I I. PACTEMONOLITHIC FOUNDATION FILL ® q5% MONOLITHIG FOUNDATION D O STANDARD DENSITY STANDARD DENSITY NI (2) #5 GONT: ON CHAIRS STANDAWF (2) #5 GONTON O STANDARD DEN51TY MIN: W/ (2) #5 GONT. ON GHAIRS DENSITY AND TERMITE MIN. MIN CHAIRS MIN. TREATED WHERE 2ND STORY WALL 5TORY WALL WHERE 2ND 5TOPY WALL WHERE 2ND STORY WALL OGGURS.DIREGTLYABOVE THE ' WHE 2N REGTLY ABOVE THE OGGURS DIRECTLY ABOVE THE OGGUR5DIREGTLY ABOVE THE 8" GMU WALL SHOWN, FT6. SHALL 8CG W D!LL 5HOWN, FT6. SHALL 8" GMU WALL SHOWN, FT5. SHALL 8" GMU WALL 5HOWN, FT6. SHALL BE I'-4" WIDE H/ (2) #5 BARS; w BE I -4 WIDE w/ (2) #5 BAR5 BE I'4' WIDE W (2) #5 BARS BE I'-4" WIDE w/ (2) #5 BARS GARAGE CURB DETAIL ENTRY DOOR DETAILXTERiOR WALL PORCH/PATIO/LANAI DETAIL" CHASE DEVIL - -- 5 -- SCALE: NT5 1 SCALE: NT5 SCALE: NM SCALE: NTS 8' GMU BLOCK BEYOND —R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER %" FURR STRIPS -PER BUILDER MTL THRESHOLD HOUSE SLAB SET IN SEALANT (SEE PLAN) PORCH/PATIO/LANAI SLAB OR PAVERS (SEE PLANS) PER MANUF. =11 -1 I I-1 � III —I I -� I III-1 I I I I I - I I .-III III III=� III III I h MONOLITHIC GLEAN COMPACTED -III FOUNDATION W/ (2) #5 FILL® G5% STANDARD I'-O', GONT. ON GHAIRS DENSITY AND TERMITE MIN. TREATED WHERE 2ND STORY WALL OCGUR5 DIRECTLY ABOVE THE 8" GMU WALL SHOWN, FT6. SHALL BE 1'44 WIDE W (2) #5 BARS OUT5WING 5GD POURED 51LL� DETAIIL (D�T�:�IOR � " a a� v� c c m � co o o m Y (p oCO m to O N O G M&K project number: 068- 1 9051 project mgr drawn by: issue date: NJ M N E H 1 1-18-19 REVISIONS: date: - initial: sheet: 601,!.L■1 i 2x4 CATS Ib o.c. I_ FASTENED TO GAB . E END L FASTEN SHEATHING T 2x4 2x4 B OCKIN6 w 0 L / TRUSS w 2 3 xO.1 a / 3 I TOENAILS: OGKIN6 w/ 2 /e x0.113 (3)3Ya x0.131 PROVIDE SOLID SHIM BETWN TRU55 IN6 SHANK NAILS''.,®4 O.G. ' �{ TOENAILS EACH END d OONNECTOR IF TRUSS LOCATED LE55 THAN I Y2" FROM CONNECTOR. 2 %"x0.113" RIN6 SHANK WHERE TRUSS 15 GREATER THAN I Y2 NAILS • b" O.G. FROM UPLIFT CONNECTOR, REFER TO L, 12" MAX 2-0' 1 MIN TYPICAL RETROFIT DETAIL P. ROOF 5Ht6 (4) 3 Ya'x0.131 ° 5HA L BE NAILS FASTEN ROOF SHEATHING TO TO FASCIA WITH'2 5/ xO.IB" GABLE END VERTICALWEB CONT.24" MIN FA5GIA WITH 2 %"xO.113 ONTO RO E RING SHANK NAILS ® b' O.G. RIN6 SHANK NAILS e - REINFORCING A5 REQURIED O ® b' O.G. BY TRU55 MANUF. SEE UPLIFT CONNECTOR SCHEDULE ON PLAN5 CONNECTOR 5PEGIFI ATION5 w x SEE UPLIFT GONNEGTQR SIMPSON N6AMIOKTA 2xb FASCIA x 4 CLIP @ 36 OULE ON PLANS FOP.G. SEEIARGH CONNSCHEECTOR SPECIFICATIONS EXTERIOR SHEATHING EDGE 2xb FASCIA NAILING - 2 Yz x0.131' NAILS i REINF. MA50NRY LINTEL/ BEAM ROOF TRUSSES SEE ARCH @ 6 O.G. SEE PLAN FOR SPECIFICATIONS. i . -SEE PLAN PROVIDE MOISTURE BARRIER S GMU BOND BEAM PLATE (PER TRU55 MANUF) W/ (1) #5 GONT. EACH TRU55. PROVIDE MOISTURE BARRIER PLATE BELOW 2x4 BRAGS w/2x4 T-BRAGE, PROVIDE 2x4 BLOGKIN6 & REINF. GMU WALL WOOD MEMBERS ON GMU SPACED ®4-0" O.G. CONNECT EACH END OF MAX. 48' O.G. 1N FIRST (3) BAYS - VERT WALL REINF: TO FASTEN 2x4 TO T w/ 3Y x0.131 SEE PLAN FOR VERT. s _ (PER TRUSS MANUF.) OF ROOF`TRUSSES GUT TO MASONRY LINTS' TO TOP F _ I, I " MA L O SIMPSON H6AMIOKTA ND INTO BOND BERM 12 G. d HORZ. REINR SPECS EX TEND NAILS � O FIT TIGHT BETWEEN: TRUSS .PIER/ WALL w/ (I) #5 BENT 8 GMU BOND BEAM w/ BOTTOM CHORDS 8' GMU BOND BEAM w/ CLIP ® 48"O.G: (1) #5 BAR GONT.- VERT WALL REINF. TO DOWEL w/ 24 LE65 () #5 BARS GONT. EXTEND INTO BOND BEAM FASTEN DRYWALL TO BL06KIN6 W SCREWSKXIVERT WALL REINF: TO 8 REINF: GMU WALL 8' REINF. GMU WALL /NAILS ® b' O.G. EXTEND INTO BOND BEAM -SEE PLAN FOR VERT. -SEE PLAN FOR VERT. 8 HORZ. REINF. SPECS $ HORZ. REINF: 5PEG5' 1 5EGTION 5EGTION SECTION 5EGTION SCALE: 5/4 -1-0�J SCALE: 3/4 -I-0� SCALE: 3/4 -1-0 O SCALE: 3/4"=1-0 g n n 2 x0.113 RIN6 SHANK /g (1) #5 IN NAILS:®b O.G. BOND BE AM M VALLEY SET w OVERFRAMIN6 TRU55 W um nul I — ------ u ALL LAP5 IN MASONRY 25" I I (1) #5 BAR IN PRECAST LINTEL RUNNING BAR ` w (2) #5'5 VERTICAL IN GROUT FILLED . ' CELL. IN WALLS GREATER THAN 30 AV -low 2x4 FLAT BLOCKING ® Ib" o.c, " j WIDE, ONLY (I) #5 15 REQUIRED FASTENED TO BOND BM w/Yq ., ROOF TRUSSES TAPGON - MAIN ROOF SHEATHING (1) #5 VERTICAL IN GROUT FILLED CELL -SEE PLAN 5,. (IF READ PER PLAN) (2)3Y2"x0.131"° \'.,, ENTIRE COLUMN TO v BF GROUT FILLED +� FASTEN EACH OVERFRAMED v _ 0'-O' (2)3Y2"x0.131" `` ' TRU55 TO TRU55 BELOW •,f + #5 BENT CORNER BAR I . -1 � — FIN. F`• t/ g- WITH (1) 51MP50N VTGR CLIP S" GMU BOND BEAM w/ 24' O;G GROUTED CELL -' � MAIN ROOF TRU555 (1) #5 BARS :GONE O VERT WALL REINF, TO 81 REINF. GMU WALL NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND SIZED PER NOTES -SEE PLAN FOR VERT: EXTEND INTO BOND BEAM or 4 HORZ. REINF. SPECS TYPICAL OVERFRAMING TYP. CORNER VERT. WALL ., SECTION b CONNECTION DETAIL REINFORCING DETAIL 1(ERT. REINFORGJN6 DETAIL -- I SCALE: S/4 I'-0" SCALE: N.T.S. r� SCALE: NT5 ��J SCALE: NT5 2xbxl2' P.T. (L OF OPENIN6 CENTER BUCK • • 3/e° DIA. ANCHOR 2X4 P.T. TOP BUCK • 2X5 P.T. BUCK EACH 51DE OF OPENIN6 PROVIDE (5) %" DIA. J-BOLT Ill 5,'2" • EMBEDMENT AT EACH DOOR BRACKET, EACH 51DE OF DOOR. PROVIDE Q2"01(6' THICK WA5HER W/ EACH ANCHOR (15T BOLT TO BE 8" MAX ADV. CURB REST EQUALLY SPACED APPROXIMATELY 24" O.G) START BOLTS AFTER .. BOND BEAM _ GONTIN. PRECAST HEADER b" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE WINDOW SILL, OR EQUIV. GA5T GRETE WINDOW SILL, OR EQUIV. NOTES: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). 2. PROVIDE_%" DIA: HOLE FOR DOWEL, BLOW OR BRUSH GLEAN. SEE DETAIL I ON 3. FOLLOW MANUF. INSTALLATION INSTRUCTIONS. STRUCTURAL PLANS FOR lllll� "- seal, 1 1G. r 1 I P.•.y�CENg x ATE OF •' W ORIa— , copy ! K 5 rt' 8 iio W111 ring, Inc. W z_ w w z o C m z a w J � Q �rr = a� I— NN � LV ZD Wv3 m �J a Arz ¢� CP W Y co p 0 o y m n W Co N OC cn a IV M&K project number: 068- 1 9051 project mgr. N,J M drawn by: N E H issue date: 1 1 -1 8- 1 9 date: initial: ADDITIONAL CONNECTION INFO NOT SHOWN HERE FUTURE S" GMU �-- BLOCK #5 VERT. BAR TO BE FASTEN EA: ROOF TRUSS TO GMU w/ DRILL bI. INTO EXI5T6� Q LOCATED PEP PLAN 1N GROUTED CELL SIMPSON MSTMIbTWIST STRAP. SLAB, EPDXY B DRIVE #5 DOWEL, PROVIDE MIN. ' Q FASTEN STRAP TO GMU wl (4)Ya DIA. x 2 C) yq" LON6 TITEN 5GREW5' 30" LAP SPLICE I 0 PROVIDE MOISTURE BARRIER P =N I I I z T PER TRU55 PLATE ( MANUF) 0 EACH TRU55. a 2x FLAT BLOCKING FIT TIGHT TO GRADE II III 1I AT III=IIPROVIDE _ IK�lOF _ IIa TRUSSES ®EVE RO RY OTHER BAY I III-1 � I III11 I III _I I I L_ FASTENED TO GMU w/ (3) Ya" DIA, x 3 Y2' LONG =III I OI I < I III J I I-1 _ I I TAPGON5. FASTEN BLOGKIN6 TO ROOF = III i i III=III= Ya„ n TRUSSES w/ (2) 3x0.131 NAILS @ EA. END: L— I GARAGE CURB (8 MAX.) �__ III J r � — — v '=111 11111 III; ;.III II I II I I- DOUBLE WINDOW LZ GARAGE DOOR BUCK DETAIL MASONRY PIER DETAIL RETROFIT DETAIL � M155ED DOWEL RETROFIT DETAIL � SCALE: NT5 L SCALE: NT5 TRIPLE WINDOW SIM. �� SCALE: 3/4"=1'-0" `� SCALE: NT5 SIM. • GMU STEM FOR DROMW GRADE r u ! LETTERED DETAILS ARE TYPIGAL FOR NUMBS I RED DETAILS ARE PLAN I I' � THIS HOME 4 SHALL BE IMPLEMENTED. IN SPEGIFIG AND ARE ONLY REQUIRED I AL L APPLICABLE AREAS. THESE WHERE 5PECIFIGALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. I 0 Ci~ 0 LL, I-- D U T �.--I w T�i W U D 0 F� Cf) z z UJ 0 Lo W iQ sheet SDM;2 ILF rnPV seal. 1\\11111 G. PERMANENT ROOF'TRU55 BRAGI 6 NOTE5: 5 5 SPAG�DNO MORETHAN 24 O.GJ. P. (51N6LE FAMILY HOME OR TOWN OUST CONS ON, #VITH ROOF TRYJS E z. '�` A TH TH Bt�lLDING COMPONENT 5 FETY' 00 TRU55ESSHALLBE BRACED AND EREGTED.IN AGE GE I E I. W D RAGING OF R TRAINING d B N6 , D PRACTICE FOR H N L I �. INFORMATION (BG51) GUIDE TO 600 ,. Er'` METAL PLATE CONNECTED WOOD TRUSSES, (2008EDITION) / ATE( 2. TOP CHORD BRAGING e lNERi7� TOP. GHORD5 SHALL BE BRACED BY DIRECT APPLIED PLYWOOD /O5B 5HEATHIN6. • IF SHEATHIN6 T IS NOT DIRECTLY APPLIED TO EITHER TOP OF TRUSS OR O PUR LINS FASTENED TOP CHORD; CONTACT MQK FOR BRACING DE5I6N: C7 a.Z 3. BOTTOM CHORD BRACING I a.: THE BOTTOM 6HORD5 SHALL BE BRAGED BY DIRECT -APPLIED G.N.B. GEILIN6 - J — w 4. WEB MEMBER'BRAGIN6- z THE:TRU55 MANUFACTURER SHALL INDICATE THE TRU55 MEMBERS (WEBLS) 5, VERTIGATHAT REQUIRE - - o LATERAL BRAGIN6/RE5TRAINT c-D a. 'TS OR 'L' BRAGS WH ERE BRACING 15 REQUIRED A5 INDICATED ON SHOP DRAWING, UTILIZE TOR 'L' BRAGE5 (REFERENCE w z a J i BG51-B3 FI&URE5 B3-18 4 53-19).. 5HOP.APPLIED REINFORCEMENT PER BG51-63 F16URE5 133-22 8 BG-23 IS + Q CD ACCEPTABLE, P. Q • 'V 8 L PEINFORCIN6 MATERIAL SHALL MATCH THE 51ZE OF THE WEBNERTIGAL MEMBER. � 6 • i & T REINFORCING TO BE A MINIMUM OF 90% OF THE LENGTH OF THE WEB/VERTICAL MEMBER. H • FASTEN L' OR T REINFOR61% TO WEB/VERTICAL W/ I6d 6UN NAIL5 (0.131X3 1/2") AT 6' O.C. b. GONTINUOU5 LATERAL BRAGING ALTERNATE ' r C C WHEN THREE (3) OR MORE SIMILARLY CONF16UPED ROOF TRU55E5 ALIGN, CONTINUOU5 ROWS OF LATERAL m` UJ BRAGING MAY BE U5E1? IN LIEU OF THE ABOVE -NOTED 'L'OR 'V BRACES T m E • 6ONTINUOU5 ROW5 OF LATERAL BRAGING SHALL CON515T OF MINIMUM 2x4. ROW5 SHALL BE LAP 5PLIGED i Q A ONE TRU55 BEYOND IN EACH DIRECTION 5EGURE BRAGE TO EACH TRU55 GOMPRE55ION WEB W (2) Ibd —Q 6UN NAIL5 (0.131x3 112"). � o • GONTINUOU5 LATERAL BRAGIN6 SHALL BE RE5TRAINED BY DIAGONAL BRACIN6 (MIN. 2" THICK NOMINAL '05 co LLI N , 5 F 'STUD' GRADE MATERIAL . THIS BRAGING I5 TO. BE GONTINUOU5..PROVIDE.ONE LUMBER s MINIMUM P ) CO o coo `.ROW OF DIA60NAL BRA6I146 AT VERTICAL WEB MEMBERS OF TRU55E5 6LO5E5T TO EACH GABLE END ` y co M .WALL d ADDITIONAL DIAGONALSAT 20-0' A5 REQUIRED. - W � N �. Cl) d DIAGONAL BRACE NAILED TO OPPOSITE PROVIDE (2) I6d NAIL5 0 SIDE OF WEB AT 20 O" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIRECT -APPLIED PLYWOO1 /0515 ROOF 5HEATHIN6 II COMPRE5510N WEB (SLOPING OR VERTICAL) M&K project number: CONTINUOUS LATERAL BRACE O 6 8" 1 9 O 5 1 ALTERNATE ® (3) OR MORE ADJAGENT 51MILAR USSES (SEE - INDIV. TRU55 5HOP I RAWIN(55 pfOfed m9C FOR LOGATION5) drawn by 2x 5TRON613AGK MAY BE .u., INSTALLED FOR GON5TRUGTABILITY 'f Issue date: TO KEEP EVEN 5PAGIN6 AT .BOTTOM CHORD MOT REOV FOR STRUCTURE) :; REVISIONS: . � GONTIN. LATERAL BRAGING- _v-: ,:,, date: TO LAPACRO55 MIN (U.: DIREGT-APP L I TRU55 BAY A5 SHOWN 6WB GEILIN6... 5EGTION B-B WFD MEMBER REQUIRING '-�`��"'"'� RAGING A5 INDICATED BY " ..,... 1%EUks MANUFACTURER - ,ar"`2x 5TRON6BACK5 MAY BE- (N T RO 'D FOP - 65T:ALLED FOR GON5TRUGTABILITY (NOT REQ'D FOR �: 10 KEEP EVEN.5PAGIN6 AT NJM NEH 1 1-18-19 nitial' Q 0 t n —J ILL v f z O W U 0 w J W D Q J LL O co z 0 Z � o Ld Q ~ d W W J sheet: 1;J i