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HomeMy WebLinkAbout6901 Shelby Lynn WayABBREVIA'T'IONS AB ANCHOR BOLT MAS MASONRY A.F.F. ABOVE FINISH FLOOR MAT MATERIAL ADJ. ADJUSTABLE MAX MAXIMUM ALUM. ALUMINUM MC MEDICINE CABINET ANCH ANCHOR MECH MECHANICAL 4 ANGLE MIN MINIMUM @ AT MIR MIRROR ML MICRO LAM BD. BOARD M.O. MASONRY OPENING BF BI-FOLD MTL METAL BLDG. BUILDING BM. BEAM N.I.C. NOT IN CONTRACT BLKG BLOCKING (NTS) NOT TO SCALE B.O. BOTTOM OF B.P. BI-PASS DOOR OBS OBSCURED BRG. BEARING O.C. ON CENTER BRK. BRICK OHGD OVERHEAD GARAGE DOOR OPER OPERATOR C.J. CONTROL JOINT OPNG OPENING q CENTER LINE OPT OPTIONAL CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD COL. COLUMN OZ OUNCE CONC. CONCRETE 1/R ONE ROD COND. CONDITION 1/S ONE SHELF CONT. CONTINUOUS CANT. CANTILEVER PC PRECAST CLG. CEILING PDS PULL -DOWN STAIR CM CROWN MOLDING PKT POCKET DOOR CR CHAIR RAIL PNL PANEL PLYWD PLYWOOD D DRYER PREFAB PREFABRICATED d PENNY PR PAIR DBL. DOUBLE PROJ PROJECTED DIA. DIAMETER PSI POUNDS PER SQUARE INCH DIR. DIRECTION PSF POUNDS PRE SQUARE FOOT DN DOWN P.T. PRESSURE TREATED DR DOOR DW DISH WASHER QUAD QUADRUPLE DWG DRAWING D.S. DOWNSPOUT REF REFRIGERATOR DTL DETAIL REINF REINFORCED REQ'D REQUIRED EA. EACH RNG RANGE E.J. EXPANSION JOINT R.O. ROUGH OPENING ELEC. ELECTRICAL R RISER ELEV ELEVATION RND ROUND EQ. EQUAL R&S ROD AND SHELF EQUIP. EQUIPMENT EXP EXPANSION SC SOLID CORE EXT. EXTERIOR SCHEM SCHEMATIC EE EACH END SHLF SHELF SHT SHEET FD FLOOR DRAIN SHWR SHOWER FIN. FINISHED FLOOR SIM SIMILAR FND. FOUNDATION SH SINGLE HUNG FLR. FLOOR S.S. STAINLESS STEEL FP FIREPLACE STL STEEL FR FIRE RATED STRUCT STRUCTURAL FXD FIXED SUSP SUSPENSION FRM FRAME SGD SLIDING GLASS DOOR FTG FOOTING SQ SQUARE GA. GAUGE T TREAD GALV. GALVANIZED TB TOWEL BAR GC GENERAL CONTRACTOR T&G TONGUE AND GROOVE GEN GENERAL TEMP TEMPERED GYP. GYPSUM T.O. TOP OF GL GLUE LAM TR TOWEL ROD GLS GLASS TRPL TRIPLE TYP TYPICAL H HIGH HC HOLLOW CORE U.N.O. UNLESS NOTED OTHERWISE VERT VERTICAL HGT. HEIGHT V.L.I.F. VERIFY LOCATION IN FIELD HDR. HEADER HB HOSE BIBB W WASHER HORIZ. HORIZONTAL W/ WITH INSUL. INSULATION WC WATER CLOSET INT. INTERIOR WD WOOD WWM WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB TM �vn�nl�rl compani,es 90 MATAWAN ROAD MATAWAN, NJ 07747 (732) 383-2200 ALMERA ASPIRE ESP ELEVATION "B" ZEPHYRHILLS, FL 33542 LOT 010 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 1 ST FLR A/C TOTAL A/C ENTRY GARAGE [TOTAL U R "B„ 2127 SQ. FT. 2127 SQ. FT. 53 SQ. FT. 473 SQ. FT. 2653 SQ. FT. .BUILDINGDATA 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 COVERSHEET & BUILDING DATA CS2 GENERAL NOTES A1.1 FIRST FLOOR PLAN A2.1 FRONT & REAR ELEVATIONS A2.2 SIDE ELEVATIONS A3.1 ROOF PLAN A5.1 BUILDING SECTIONS A5.2 TYPICAL WALL SECTIONS WP1 WATERPROOFING DETAILS E1.1 FIRST FLOOR ELECTRICAL PLAN P1.1 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 ALL, WORK SHALL COMPLY WITH F CODES FLORID%� Uij opp _'''�Da~. NATIONAL ELECTRIC. 00CE. AND THE CIS' �' ;µ�=# IyRHILLS ORDINANCES REVIEW DATE 19 20 CITY OF ZEPHYRH PLAN EXAMINER JUL 2 12020 W ui �OOI— >w",Qo WZ)pl— C/) Q=w¢�¢ J W W =) cr Yeo --z �LL00C/) zzzi:=z J Q m J W CL cr cl p O Z)=ZLLU) C) �I-¢Zp Q N Q o r� V 0 O c W o wA �xz a, cn cn z w r--r I wA w I•�I a, 0� cn u m w r� a O_ c W E Z O � F Q wz C aaaaa COMMUNITY; LINKS @ CALUSA SPRINGS PLAN # 6120 RELEASED: 5/15/20 SHEET GS I EGRESS: MINIMUM SIZE. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. EXCEPTION: 1. ALL GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 SQ FT. MAXIMUM HEIGHT FROM FLOOR: EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE THE BOTTOM OF THE CLEAR OPENING NOT GREATER THAN 44 INCHES MEASURED FROM THE FLOOR. 2. OPERATIONAL CONSTRAINTS: EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS. BARS, GRILLES, GRATES OR SIMILAR DEVICES ARE PERMITTED TO BE PLACED OVER EMERGENCY ESCAPE AND RESCUE OPENINGS PROVIDED THE MINIMUM NET CLEAR OPENING SIZE COMPLIES WITH SECTION 1030.4 AND SUCH DEVICES SHALL BE RELEASABLE OR REMOVABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, TOOL OR FORCE GREATER THAN THAT WHICH IS REQUIRED FOR NORMAL OPERATION OF THE ESCAPE AND RESCUE OPENING. 3. FALL PROTECTION: WHERE THE OPENING OF THE SILL PORTION OF AN OPERABLE WINDOW IS LOCATED MORE THAN 72 INCHES (1829 MM) ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE AT A HEIGHT NOT LESS THAN 24 INCHES (610 MM) ABOVE THE FINISHED FLOOR SURFACE OF THE ROOM IN WHICH THE WINDOW IS LOCATED. GLAZING BETWEEN THE FLOOR AND A HEIGHT OF 24 INCHES (610 MM) SHALL BE FIXED OR HAVE OPENINGS THROUGH WHICH A 4-INCH (102 MM) DIAMETER SPHERE CANNOT PASS. EXCEPTION: OPENINGS THAT ARE PROVIDED WITH WINDOW GUARDS THAT COMPLY WITH ASTM F 2006 OR F 2090. HAZARDOUS LOCATIONS: 1. GLAZING IN DOORS: GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIDING, AND BIFOLD DOORS SHALL BE CONSIDERED A HAZARDOUS LOCATION. EXCEPTIONS: 1. DECORATIVE GLAZING 2. WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 3. GLAZING IN WALLS ON THE LATCH SIDE OF AND PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION. 4. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR LESS IN DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY WITH SECTION R308.4.3. 5. GLAZING THAT IS ADJACENT TO THE FIXED PANEL OF PATIO DOORS. 2. GLAZING IN WINDOWS: GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 1. EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET. 2. BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR. 3. TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR. 4. ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 3. GLAZING AND WET SURFACES: GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY WALKING SURFACE SHALL BE CONSIDERED A HAZARDOUS LOCATION. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. EXCEPTION: GLAZING THAT IS MORE THAN 60" (1,524 mm), MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL, OR SWIMMING POOL OR FROM THE EDGE OF A SHOWER, SAUNA, OR STEAM ROOM. 4. GLAZING ADJACENT TO THE BOTTOM OF A STAIR LANDING: GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS THAN 36" ABOVE THE LANDING AND WITHIN 60" HORIZONTALLY OF THE BOTTOM TREAD SHALL BE CONSIDERED A HAZARDOUS LOCATION. R309.1 FLOOR SURFACE: GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL. THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. R302.9 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR WALL AND CEILING FINISHES FLAME SPREAD AND SMOKE DEVELOPED INDEXES FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4. R302.10 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR INSULATION FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTIONS R302.10.1 THROUGH R302.10.5. GENERAL CONSTRUCTION NOTES: TREADS AND RISERS: THE MAXIMUM RISER HEIGHT SHALL BE 7.75" AND THE MINIMUM TREAD DEPTH SHALL BE 10". THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF THE ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREADS LEADING EDGE. THE MINIMUM WINDER TREAD DEPTH AT THE WALK LINE SHALL BE 10", AND THE MINIMUM WINDER TREAD DEPTH SHALL BE 6". NOSING SHALL NOT BE LESS THAN 3/4" BUT NOT MORE THAN 1 1/4". A NOSING SHALL NOT BE REQUIRED WHERE THE TREAD DEPTH IS 11 HANDRAILS: HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHTS OF 4 OR MORE RISERS. HANDRAIL HEIGHT: HANDRAIL HEIGHT, MEASURED ABOVE STAIR TREAD NOSINGS, OR FINISH SURFACE OF RAMP SLOPE SHALL BE UNIFORM, NOT LESS THAN 34" AND NOT MORE THAN 38". HANDRAIL GRASPABILITY: HANDRAILS WITH A CIRCULAR CROSS-SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 1.25" AND NOT GREATER THAN 2" OR SHALL PROVIDE EQUIVALENT GRASPABILITY. IF THE HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4" AND NOT GREATER THAN 6.25" WITH A MAXIMUM CROSS-SECTION DIMENSION OF 2.25". EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01". 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'V? OF THE BOTTOM OF THE HANDRAIL AND PROVIDED THAT, FOR EACH 1/2" OF ADDITIONAL HANDRAIL PERIMETER DIMENSION ABOVE 4", THE VERTICAL CLEARANCE DIMENSION OF 1'/2" CAN BE REDUCED BY 1/8". 3.2. THEY HAVE EDGES WITH A RADIUS OF NOT LESS THAN .01". 3.3. THEY OBSTRUCT NOT IN EXCESS OF 20 PERCENT OF THE HANDRAIL LENGTH. HANDRAIL CLEARANCE: CLEAR SPACE BETWEEN A HANDRAIL AND A WALL OR OTHER SURFACE SHALL BE A MINIMUM OF 1.5". A HANDRAIL AND A WALL OR OTHER SURFACE ADJACENT TO THE HANDRAIL SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. GUARDS: SHALL BE LOCATED ALONG OPEN -SIDED WALKING SURFACES, PLATFORMS, STAIRWAYS, RAMPS AND LANDINGS THAT ARE LOCATED MORE THAN 30" MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36" HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD. OPENING 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 FT.A RNINC.- 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 OF A REGISTERED DESIGN PROFESSIONAL. • IN ACCORDANCE WITH FMAIAAMA 100, FMAIAAMA 200. FMA/WDMA 250, OR FMAIAAMAIWDMA 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 Cl 178 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) JUL 21 2�ejeees®e®®a�®s, No 4 ". ®� r A,T E OF I1/ e 2. IY W �-=_ �o°� >c ao W C, H U) U cr W I Q Z) W ~ 2 Q Z)IYcc m �zZ�w Lu i < _ c _3cno0U =ZLL(_n �F-QZD l� V 0 mi an 0 0 z rr� Vl w i w M o U) w N Z O rn W w pi F d A COMMUNITY: RELEASED: 5/15/20 SHEET CS2 O r- 3-SIDED ACRYLIC SURROUND FIRST FLOOR PLAN Heine 36"x60" ACRYLIC SHWR PAN 3-SIDED ACRYLIC SURROUND LEGEND SYMBOLS n BUILDING/WALL SECTION ser MARKER OINTERIOR ELEVATION MARKER EMERGENCY ESCAPE & RESCUE dp ELEVATION STEP BRKX FLOORING BREAK WALL TYPES 2x WOOD/STEEL FRAMED PARTITION INTERIOR PARTITION w/ INSULATION CMU WALL CMU WALL w/ FURRING & INSULATION NOTE: INTERIOR WALLS ARE DRAWN TYPICAL DOOR PLACEMENT DIAGRAMS ODOORS LOCATED WITHIN A LENGTH OF WALL ARE TO BE CENTERED UNLESS DIMENSIONED OR NOTED OTHERWISE. DOORS LOCATED ADJACENT TO WALL _ _ 1 INTERSECTIONS ARE TO BE PLACED 3" A 5.1 G MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL BRACKET SPACED 16" O.C. FOR VERHANGS GREATER THAN 10" SOLID SURFACE COUNTERTOP 1' 2" MAX TOP PLATE 2x4 STUD WALL SEE PLANS FOR WALL LAYOUT 1/2" GYP, tBASE CABINET AS _ ; BD. PER SHOP DWGJ N WD.BASE MOLDING FINISH FLOOR FINSH F OIOR� rSUBFLOOR NOTE: TYP. WINDOW HEAD HGT. AT 7'-4" U.N.O. ja 2 Zn?� f��®�®a1e11®®A'Si %% �G �4`,'C- No 824 :��• S ATE OF ® Pam. ,�N A, (Y p J F- W Wzom W WO Z O > cr < 0 WZ)C)I- CAUWw W H CL J C/) W - tY IY zzzP:w Wg< 2 _ � U) 0 U = Z LL (n H Q Z p o 4- Qo F- O la- O j� V O Z O (L O a 0 O U) w wj w w (n (L cec l Oct woo LLM m< It w 2 a O 0. cn W c Od u� ca �Z �aaaa COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 6120 RELEASED: 5/15120 SHEET A I I e SCALE: 1 /4"=1'-0" 1 1-211 211 O p CV T 1'-6" FOAM LOUVER 3 DETAIL SCALE: 3/4"=1'-0" - 411 STUCCO BAND GARAGE DOOR GARAGE HEAD 2 & TRIM DETAIL SCALE: 3/4"=1'-0" w +1 el STUCCO BAND 18" FOAM +1 PANEL T SHUTTER WINDOW 4" STUCCO BAND WINDOW TRIM (:DDETAILS ==scALE: 3/4"=1'-0" ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) 12 5 SH REAR ELEVATION SCALE: 1 /4"=1'-0" BLDG. HEIGHT ROOF SHINGLES PER COMMUNITY SPECS. 4" WIDE STUCCO (TYP.) BAND (+1) 6" FASCIA 5:12 0 12 5 1 T.O. MASONRY_ T.O. WINDOW --- i i .. I i i I *25 SH -----' _ FIRST FLOOR _ GRADE FRONT ELEVATION SCALE: 1 /4"=1'-0" 5:12 606 SGD T P 5:1 02 12 5 �i1=410 4" WIDE STUCCO 1607019 3b 5H 4" WIDE STUCCO BAND (+1) 6" FASCIA 6" WIDE STUCCO BAND (+1) PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH ,'Ar pry:.... -.'i•.t:i!'iyi�.t;4r..;- 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 C 1063 (CURRENT EDITION) JUL 21 2023 �,eeeeesee®ep� N 7 m ATE Q' OF o �441: s' R SON A� a cc w >-_l LLJo°� r >wa0 LLI � U w Lw Q Z) w r ==>Q IY cr W z z z F = J Q � J w n- 2 I= � � ❑ 0 � H Q z ❑ ri o Qo H j� V 0 0 Vow w cn 0 Do � Z w � 1-0 W w Z J monoO w C/? "Q "Q w a Z 0 rL w U W ULa Od � C mZ aaaaa COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 6120 RELEASED: 5/15/20 SHEET A22.1 1'-0" TYP.. RIGHT ELEVATION SCALE: 1 /4"=1'-0" 12 5 �/ 5:12 0 LEFT ELEVATION SCALE: 1 /4"=1'-0" 12 5 ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) 35 SH 5:12 0 5:12 0 ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) 12 5 12 5 1'-0" TYP. PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH `:•�:r:_ ::. �;..;,. 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 C 1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) 11%11INfills®10, 12 No 8 ®�• S TE OF :lU� e',4f°®1 01iiii ti W Lo >-_� �o°� >Eao W Z) C) (Uw nw tY It Leo —Z 06u-00cn ZZzP:Lu J Q � J wa=cro- �U)000 �I--Qzt] ^�1 Q N Z a o � O Q 0 ft r� V 0 1-j Im U) 0 Z 0 O IL > w cn w mi I w w w w � A U) w (L r w th W 0 cn O LLI mZ KK<K COMMUNITY: LINKS @ CALUSA SPRIN S PLAN # 6120 RELEASED: 5/15/20 SHEET A2.2 ROOF ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 2600 SQ. FT. 1248 SQ. IN. UPPER VENT 40% NET VENT MIN. 499 SQ. IN. UPPER VENT 50% NET VENT MAX. 624 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 696 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SQ. IN. / LF. 106 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" ��®eee�seii®® Ge 78 NO * :• 24 7 ONALRE �.. !Y W } 2 cc �00I­— LLJ >�QO W 0I— U) C) w Q::)WI— _ > J IrCC !Y Y 0 I— z ,61L00co zzz�zz cr-I Q 2 J W C_ _ tZ _3U)0000 2 z LL U) �I—QZ❑ a' O can C r` O � Q 2 0 U O 0 O a a LLM w O z w O MENEM U) w a.. 0 rL Ix U) W cn 04 u o wz aEiaILIa COMMUNITY; LINKS @ CALUSA SPRINGS PLAN # 6120 RELEASED: 5/15/20 SHEET A3,01 O z w CC z fr 0 z a. W W z cl U) z ¢ J W W 2 T.O.N T.O. WDV FIN. FLP BUILDING SECTION - FORM A SCALE: 1/2"=1'-0" (22"x34") SIMILAR @a ALL FORMS SCALE: 1 /4"=1'-0" 11 "x17") n I I rBUILDING SECTION - FORM A ai SCALE: 1/2"=1'-0" (22"x34") SIMILAR @a ALL FORMS SCALE: 1/4 "=1'-0" 11 "x17") ER ENERGY CALCS. T.O.M. T.O. WDW __FIN. FLR. ING PER FOUNDATION PLAN G. eeee'P�� c r 00 PA 78 4 _ r _ • r a 0 10 ,�• ,® 10 ®ONAL e'' eee %##III JUL 2 12029 rr W � O O } f- >oC¢0 W 0 H UUWo < [Z _ J > Y 0 z ,6U-0_O� zZzF_z wJQ2_1 Wa2cr0- U) p 0 U �2Zu.c_n H Q Z O r` c � Q Q o 0 r� V 0 �o Z 0 0 U o w cn a� w z w c� A w „Q I i w a Z O i I i I I= ICE f I w � 1 f w 0 j l f i f U O f f l h 1 f I aaa�a �Z f h c i L c c COMMUNITY: LINKS @ CALUSA SPRINGS f: PLAN # 6120 L RELEASED: 5/15/20 L SHEET AS* I z z z JJ ROOF SHINGLES OVER 12 15# ROOFING FELT SEE ROOF PRE-ENGINEERED ROOF PLAN TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO nnnOO. n STRUCTURAL. TOP OF C.M.U. (REFER TO ELEV.) INSULATION PER —, COMMUNITY SPEC. SEE ENERGY CALCS. 1/2" (MIN.) CLG. BD. ix PT DRAPE BLKG - ABOVE WINDOWS 1/2" G.W.B. WINDOW PER PLAN GYP.BD. WINDOW SILL 1/2" GYP. BD. OVER RADIANT BARRIER INSULATION (R-4.1) ATTACHED TO 1 x2 PT. FURRING @ 24" O.C. BASE BOARD ROOF SHINGLES OVER 12 15# ROOFING FELT SEE ROOF PRE-ENGINEERED ROOF PLAN TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR, DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. OIL TOP OF C.M.U. (REFER TO ELEV.) SE SEE EE V. ELEV. 2x6 ALUM WRAPPED FASCIA BD. w/ALUM DRIP EDGE. SOFFIT PER SPECS SEE STRUCTURAL PLAN PRECAST WIN. SILL SLOPE GRADE AWAY FROM HOUSE 0'-0" FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. 1-STORY WALL @ WINDOW SCALE: 1/2" = V-0" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS 1/2" (MIN.) J CLG. BD. (J" TYPE 'X' GYP. BD. TO BE PROVIDED WHEN LIVING SPACE IS ABOVE GARAGE) 2x6 ALUM WRAPPED FASCIA BD. w/ALUM DRIP EDGE. SOFFIT PER SPECS SEE STRUCTURAL PLAN 8" CMU BLOCK W/ CEMENTITIOUS FINISH (BEYOND) EXPANSION JOINT GARAGE SLALL DRIVEWAY PER COMMUNITY SEE STRUCT4 SPECS PLANS SLOPE FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS WALL SECTION @ GARAGE DOOR SCALE: 1/2" = V-0" ATTIC OR SECOND i FLOOR LIVING SPACE REFER TO PLANS GYPSUM PROVIDE 2X4 FRAMED GYPSUM BOARD g BOARD ENCLOSURE FOR ELECTRICAL PANEL, FINISH W/ g 1/2 GARAGE a 1" GYPSUM I BOARD I I 12 "GYPSUM BOARD ELECTRIC METER NICHE FOR ELECTRICAL "% LOCATION - SEE PANEL & PLANS. VERIFY, WIRING INSTALLATION IN FIELD /i ELECTRICAL M I STUCCO FINISH / PANEL ELECTRICAL PANEL 1 CV ----- ---- EXTERIOR CMU BLOCK WALL 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. cv CONCRETE CONCRETE - CURB REFER CURB REFER TO PLANS TO PLANS CONCRETE SLAB ON 1,11 Pw GRADE AT GARAGE FLOOR ELECTRICAL PANEL NICHE AT CMU BLOCK WALL SCALE: 1/2" = V-0" T.O. M z w a NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION G. *: N 0/f 7824 -fl o 0 • OF TE A•�' �Qo %•OR�9 '��®ems ®�1'ON 11�0 %%% JUL j, I ?O rr LU } 2 � ui 3:00E- >cr<0 uj C) U)UULI Q=WF- =o�c>Q CL Lu rr m Y Q H z �LL00U) zzzF- z Ir Q J Wa=�G- _3cnpOU ::D2zILL (n H Q Z ❑ N O Q O I Q Z z�z �a Q i i i i 0 I� ijj.�r V 0 1- Im 0 0 z 0 jUj� Vl w � i U w Ono w a u) a U) w a z O_ U W c O Q � o wZ aaaaa COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 6120 RELEASED: 5/15/20 SHEET A592 u D u C z t:c) T "L" FLASHING SCALE: N.T.S. WOOD SHEATHING 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) $" THICK, 3 COAT CEMENT PLASTER METAL LATH LAP WRB & TAPE OVER ROOF/WALL SCREED 5X5 "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) ICE AND WATER SHIELD 15" VERTICAL AND 15" DOWN ROOF CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF CEMENT SHINGLE ROOFING 4) INSTALL WINDOW OR DOOR. FASTEN PER PRODUCT APPROVALS AND SEAL WINDOW OR DOOR FRAME TO P.T. WOOD BUCK AND MASONRY SEAL EDGE OF P.T. WOOL BUCK TO MASONRY 2) SET P.T. WOOD BUCK OVER CMU WATERPROOFING IN URETHANE SEALANT. FASTEN PER PRODUCT APPROVALS. 3) APPLY LIQUID WATERPROOFING MEMBRANE OVER THE TC AND EXTERIOR FACE OF BUCK AND SILL CMU OPENING WATERPROOFING SCALE: N.T.S. 8" THICK, 3 COAT CEMENT PLASTER 60 MIN. GRADE D PAPER BACKED LATH BARRICADE PLUS WRB (OR APPROVED EQUAL) WRAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1-1/2" ABOVE SHINGLES ROOF/WALL SCREED 5X5 WALL FLASHING KICK -OUT FLASHING (SEE DTL. BELOW) FELT UNDERLAYMENT SHINGLE ROOFING FASCIA WRAP DRIP EDGE: OVERLAP 3", EXTEND BELOW SHEATHING, MECH. FASTEN 4" O.C. MAX. KICKOUT DETAIL SCALE: N.T.S. STEP 1 FOLC Q FOLD @ FOLD INWARD @ PT. A STEP 3 © © \— FOLD @ 770 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 1 FOLD INWARD @ PT. A CREASE @ PT. B STEP 4 NO 82 ® *: 0. O .1 - ss�®NA L 1E �'������ �n JUL 2 1 2020 WATERTIGHT SEAL. FOLD. DO NOT CUT. 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 W �00� } >OC¢0 W p H c�nUwo ¢awl_ _ > J m It :D it °6ZZOw Z J Q wn-=oC�- _3cpOU Z)=zLLcn ¢zp N cC z 0 r� V 0 0 LLM 0 p t) O t...r cn w (L Im" I w w a w wA rL to 'Q w 'Q _o m U t4 w 0 to Z o w w wz QaQQQ COMMUNITY. LINKS @ CALUSA SPRINUT PLAN # 6120 RELEASED: 5/15/20 SHEET GYP I z z D z r PV 2" PVC CONDUIT 2-2/0 COPPER O OR COPPER OR 2-4/0 ALUMINUM 150 AMP 42 METER 1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT #4 COPPER OR ALUM. I BREAKER 1/2" PVC CONCRETE ENCASED GROUNDED ELECTRODE LITE� ELECTRICAL RISER DIAGRAM NOT TO SCALE FIRST FLOOR ELECTRICAL PLAN SCALE: 1 /4"=V-0" A 1^ ELECTRICAL METER (V.I.F.) ELECTRICAL KEY I& DUPLEX CONVENIENCE OUTLET �ftP WEATHERPROOF DUPLEX OUTLET FGROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET WALL SWITCH 3 THREE-WAY SWITCH 14 FOUR-WAY SWITCH - KEYLESS LIGHT FIXTURE CEILING MOUNTED LED LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE �P VAPOR PROOF LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE (� EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION 0 CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) oM COMBINATION SMOKE / CO2 DETECTOR so SMOKE DETECTOR E4 TELEPHONE (OPTIONAL) Q TELEVISION (OPTIONAL) �7 ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH Q JUNCTION BOX /I*-- STANDARD ELECTRICAL LINE NOTES: 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AND ARC FAULT CIRCUIT INTERRUPTERS (AFCI) PER 2014 NEC 210.12 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR: SWITCHES ........... 42" OUTLETS.............14" ABOVE COUNTER OUTLETS ...... 46" TELEPHONE ......... 14 TELEVISION .......... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. OUTLET AND LIGHTING RECEPTACLES FOR ALL DWELLING ROOMS, WITH THE EXCEPTION OF KITCHENS, BATHROOMS, AND GARAGES, SHALL REQUIRE AFCI PROTECTION. 5. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N.F.P.A. 70A, FLORIDA RESIDENTIAL CODE 2017, NFPA 2014 AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 6. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. 7. CIRCUIT NUMBERS ARE FOR REFERENCE ONLY. 8. LUMINIAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF 2014 NEC 410.16(A) & (B) 9. RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED 10. A MIN OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS 11. GFCI DEVICES SHALL BE READILY ACCESSIBLE 12. REFER TO ENERGY CALCULATIONS FOR ADDITIONAL INFORMATION. 13. PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN COMPLIANCE WITH NEC 110.26. 14. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. 15. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE PER FBC E3901.9. JUL : 1 2M W } 2 � Lu 200� > or ¢ 0 W Z)0E- cnUWw Q Z w F- Q J C/) LLI w Y O F- Z U- 0 0 cn ZZZF-Lu Z_ wEL2crILL �U)000 Z=ZLLU) �F-QZ❑ r N O � H 0 r� V 0 0 a 0 z CL c w w � u CL tn w w w a O I= a W cw O� rn o .Z aaaaa COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 6120 RELEASED: 5/15/20 SHEET Elel T 1 N T SLAB PENETRATION PLAN SCALE: 1 /4"=1'-0" JUL 2 i � u` j J13L J 1 2' W } 2 cc: �0>.F- >oWc¢0 WIC, cnUWw :z-- Q I. - cc CL > ncr °6ZzOw w�¢�� =cc_ _3c)p0U D=Zu.c/) h Q ? �v N Q O O j O Z r� V O 0o a 0 Vow z 4* o 1-0 O ommo a cn w w w z w a �c w 2 (L o_ r U) w U) Z O la cn Z aaaaa COMMUNITY; LINKS @ CALUSA SPRINGS PLAN # 6120 RELEASED: 5/15/20 SHEET P1.I z W z O U z W Ir H O _ H fr W z z Q O 2 cr O LL z a z 0 w U D a O a- w w m O O z w a U) 0 z 06 U) z CL W 0 z Q 0 06 U) z n CL U) W L '.Y ❑= MASONRY LINTEL ASSEMBLIES 5EE SCHEDULE AND 5PEGIF16ATION5 FOR ADD'L INFO _ GROUT PREGAST LINTEL _ GROUT BOTTOM REINF. PREGA5T LINTEL W w/ EMBEDDED REINF. Z L-1. - EMBEDDED REINF. MB-1 MB-2 m� TOP REINF. OR GONT. = GONT. BOND BEAM '= = BOND BEAM REINF. - REINF. AS REOV v - GROUT `- - = GROUT BOTTOM REINF. BOTTOM REINF. 'i' :: " O -- PREGA5T LINTEL W PRECAST LINTEL W EMBEDDED REW EMBEDDED REINF. MB-3 MB-4 MASONRY LINTEL DETAILS REINFORCEMENT MARK DESIGNATION TOP BOTTOM 5HEAR REINFORCEMENT M13-1 SF8-OBIOT ----- ----- MB-2 8F8-IB/OT ----- (1) #5 MB-3 81`I6-I13/IT (1) #5 (1) #5 MB-4 SRF14-IB ----- ----- APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE, QUALITY PRECAST GO., AND LOTT'S CONCRETE. NOTES: I. ALL LINTEL5 N/ 5PAN5 GREATER THAN 14'-O" SHALL BE PRESTRESSED. 2. SHORE FILLED LINTELS A5 REGURIED. 3. 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, f y=60 k51 6. ALL LINTELS SPECIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DESIGN. 1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW SHEET LIST INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.3 ROOF FRAMING PLAN 50-1 FOUNDATION DETAILS 50-2 STRUCTURAL DETAILS P1350-1 STRUCTURAL DETAILS GENERAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BASED ON 6th EDITION (2011) FLORIDA BUILDING CODE. • FOOTIN6 DE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE SOIL BEARING CAPACITY OF 1,500 P5F. • ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT W/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION HALLS TO SLAB WITH Y4" DIA. x 23/4" LONG TAPGON5 @ 32" ox, MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORRO510N-RE515TANGE COMPATIBILITY OF HARDWARE 4 FASTENERS IN GONTAGT N/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER $ HARDWARE SUPPLIERS TO GOORD, • GONGRETE DESIGN BASED ON AGI 318. GONGRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE STRENGTHS IN 28 DAYS, U.N.O.: f'c = 2,500 p5i:....... FOOTINGS 2,500 psi:....... SLABS ON 6RADE (INTERIOR 4 EXTERIOR) 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 FIN15H 6RADE. • FOOTINGS AND SLABS ON 6RADE SHALL BEAR ON VIRGIN SOIL OR 15% COMPAGTED FILL. • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT 0I5GONTIN0005 END OF REINF. • GROUT SHALL BE A5TM G416 F'c=3000 P51 W MAX 3/$" AGGREGATE • CONCRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM COMPRESSIVE 5TREN6TH OF Ig00 PSI (F'M = 1500 PSI). ALL MORTAR SHALL BE A5TM G210, TYPE 5. (,MU DE516N BASED ON AGI 550/530.1 • :. REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL BE REINFORCED N/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL ALIGN WITH FOOTIN6 DOWEL BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTIN6 DOWEL. • GROUT 50LID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" GONT. FULL LENGTH OF WALL N/ (1) #5 BAR GONT. (TYP. @ EXT. PERIMETER) • PROVIDE (1) #5 BAR 6ROUTED SOLID ON EACH SIDE OF ALL MASONRY OPENINGS AND AT ALL WALL CORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MA50NRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-O" O.G. IN EXTERIOR WALLS. (A5 SHOWN ON PLANS) • ROU6H OPENIN65 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF 5LA13 EDOE5, AND OTHER LOCATIONS WHERE 5LAB CRACKS ARE LIKELY TO DEVELOP. EXACT LOCATIONS PER BUILDER. • SAW GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH OF THE SLAB (I" FOR A 4" 5LAB) • JOINTS SHALL BE LOGATED @ 12'-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE AS CLOSE TO SQUARES AS POSSIBLE (I:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SPEC I P I CATI ON5 (TYP. U.N.O.) DE5CRIPTION OF BL06. ELEMENT 3"xO.131" NAILS 3'W.120" NAILS JOIST TO SOLE PLATE (5) TOENAILS (3) TOENAIL5* SOLE PLATE TO JOIST/BLK'6. (3) NAILS @ 4" o.c, (3) NAILS @ 4" o.c. STUD TO SOLE PLATE (2) TOENAILS (3) TOENAIL5* TOP OR SOLE PLATE TO STUD 2 NAILS 3 NAILS RIM TO TOP PLATE TOENAILS @ 8" o.c. TOENAILS @ 6" o.c.* 13LK'6. BTWN. J015T5 TO TOP PL. (3) TOENAILS (3) TOENAILS* DOUBLE STUD NAILS @ 24" o.c. NAILS @ 16" o.c. DOUBLE TOP PLATE NAILS @ 24" o.c. NAILS @ 16" o.c. DOUBLE TOP PLATE LAP 5PLIGE Q NAIL5 IN LAPPED AREA 11) NAILS IN LAPPED AREA TOP PLATE LAP @ CORNERS 4 INTERSECTING WALLS (2) NAILS (2) NAILS • 2I2"xO.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"0.120", SAME SPAGIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE • ARE SHOWN) TH15 MODEL HAS BEEN DE51ONED IN AGGORDANGE WITH THE 6th EDITION (2011) FLORIDA BU I LD I N6 CODE (5EGT1 ON 160q) LATERAL DES 16N REQUIREMENTS FOR THE FOLLOWING WIND SPEED � EXPOSURE ONLY: 140 MPH - EXP. B WIND I MPORTANGE FAGTOR = 1.0 INTERNAL PRE55URE GOEFF I G I ENT = ENGL05ED, +/- 0.18 ANY WIND 5PEED/EXP05URE NOT L15TED HERE REQU I RE5 FORMAL EVALUATION APPROVAL FROM MULHERN $ KULP STRUGTURAL EN61 NEER I N6. EXTERIOR 4 5HEAR WALL SHEATHING SPECIFICATIONS INDICATES LOCATION AND EXTENT OF SHEARWALL WH I GH REOU I RE5 SHEATH I N6 AND/ OR FASTENING 5PEG I F I GATI ONS BEYOND THAT OF STANDARD GON5TRU6TION SYMBOL SHEAR PANEL SPED. 15/32" PLYWOOD OR 05B FASTENED W PI 2Y2"x0.131" NAILS @ 6" o.C. ALONG PANEL EDGES AND 12" o.c. IN THE PANEL FIELD. 15/52" PLYWOOD OR 0513 FASTENED W P3 2/'211xO.131" NAILS @ 3" o.c. ALONG PANEL ED6ES AND 12" o.C. IN THE PANEL FIELD. STANDARD EXTERIOR WALL SHEATHING REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALLS w/ 15/32" PLYWOOD OR 05B FASTENED N/ '2"xO.131" NAILS @ 6" O.G. AT ALL PANEL EDOE5 AND @ 12" O.G. AT GENTER. (U.N.O. ON PLANS) I. ALL PANEL EDGES SHALL OCCUR OVER FRAMIN6 OR 2X BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL ED6E AND FA5TENIN6 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMIN6 @ 16"o.c. MAX. U.N.O. ON PLAN, 3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER N/ 3Y2"xO.131" NAILS @ 16"o.c. USE (8) 3Y2"xO.131" NAILS @ EA. LAP SPLICE. (TYP. U.N.O.) 4. LATERAL ANALYSIS ASSUMES ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENIN65. 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 MEMBERS. 8. A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENIN65 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LONG AS THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHING ED6E NAILIN6 REQUIRED AND OCCUR 16" MINIMUM FROM THE ENDS OF THE SHEARWALL. Window $ Door Allowable Wind Fre55ure5 140 MPH Wind Zone Ex o5ure B OPENIN6 51ZE INTERIOR ZONES END ZONE5T 6 Garage Door +18.5 P5F/-20.1 P5F +18.5 P5F/-20.1 P5F 16' Garage Door +I1.1 PSF/-11.1 PSF +I1.1 PSF/-11.l PSF 10 SOFT. +21.2 P5F/-22,1 PSF +214 P5F/-28.3 P5F 20 SOFT. +20.2 P5F/-22.0 P5F +20.2 P5F/-26.4 P5F 50 SOFT, +I1.0 P5F/-20.8 PSF +11.0 P5F/-23.1 PSF 100 SOFT. +18.0 P5F/-Iq.8 PSF +18.0 P5F/-22.0 PSF 500 SOFT. +15.8 P5F/-11.6 P5F 1 +15.8 P5F/-I1.6 PSF (DEnd Zone i5 defined a5 the Smaller of 10% of leo5t horiz. dim. or 40% of mean roof height. NOTE: Pre55ure5 charted here are allowable pre55vre5 and have been reduced per A5GE 1-10 section 2.4.1 from ultimate pre55vre5. Divide allowable pre5sure5 above by a factor of 0.6 to obtain ultimate pre.55ure5. ROOF FRAMIN6 • SEE ROOF TRUSS UPLIFT GONNEGTOR SCHEDULE FOR ALL ROOF TRUSS CONNECTORS, • ROOF SHEATHING SHALL BE 1/I6" MIN. 055/PLYWOOD SHEATHING 24/6 EXPOSURE 1, FASTEN SHEATHING TO ROOF MEMBERS N/ 2 3/8"xO.113" RING SHANK NAILS (R5R5-01 OR EQUIV.) @ 6" O.G. AT PANEL E06E5 @ 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END 4 DRA6 TRU55E5 N/ RIN6 SHANK NAILS @ 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALONG PANEL EDGES AT FIRST 2 TRUSS 5AY5 FROM 6A5LE END. PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED EDGES. • ROOF IN6 FORMA 5H AT IN ROOF TRU55E5 SHALL EXTEND E H CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW N/ 51MP50N VTGR GLIP5 @ 24" O.G. • ALL METAL HANGERS SHALL BE 5PEGIFIED BY THE TRU55 MANUFACTURER, UNLESS OTHERWISE NOTED. • EREGT AND INSTALL ROOF TRUSSES PER WTGA 4 TPI'5 BG51 I GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6 4 BRAGIN6 OF METAL PLATE GONNEGTED WOOD TRU55E5." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRU55E5 N/ 2x4 LED6ER FASTENED TO FRAMIN6 N/(2) 3"xO.131" NAILS @ 16" O.G. UPLIFT CONNECTORS BEARIN6 CONDITION TRUSS CONNECTOR LENGTH < 15, 51MP50N H2,5T SIN6LE ROOF TRUSS BEARIN6 ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF GIRDER TRUSS BEARIN6 ON ALL SIMP50N HT520 WOOD STUD WALL/WOOD BEAM 51N6LE ROOF TRUSS OR PORCH ALL 51MP50N HETAI6 BEAM BEARIN6 ON GMU WALL ROOF 63., FLUSH BEAM OR = (2) SIMPSON HETAI6 FLUSH G.T. BR6, ON GMU WALL ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH GONNEGTOR AS LISTED ABOVE. IT 15 THE RE5PON51BILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER SECTION 2.2 OF ANSI/TPI-2014 "NATIONAL DES16N STANDARDS FOR METAL PLATE GONNEGTED WOOD TRU55 GON5TRUGTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT GONNECTOR5 IN AGGORDANGE WITH THE REQUIREMENT5 OF A5GE-1-10. ALL UPLIFT GONNEGTOR5 AND LOADS PER TH15 DRAWING SHALL SUPERSEDE THE TRUSS MANUFACTURER'S UPLIFT GONNEGTOR 5PEGIFIGATION5 AND LOADS 5HOWN ON THE SHOP CARDS. LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ _ = BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF SHEARWALL • I: ' ;1 EXTENT OF OVERFRAMIN6 --'___'J •­__ _ - --VINDICATES 1/8"A" 5AW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE . (SEE NOTES) J L METAL HANGER INDICATES POST ABOVE. PROVIDE SOLID BLOCKING UNDER POST OR JAMB ABOVE. GENERAL STRUCTURAL NOTES • DE516N 15 BASED ON bth EDITION (2011) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON N05, "NATIONAL DE516N 5PEGIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DE516N LOADS: ROOF LIVE = 20 P5F DEAD = 1 P5F T.G., 10 PSF B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 5TAIR5 4 DEGK5) = 30 P5F @ SLEEPING AREAS = 50 P5F @ GARAGE = 200 # POINT LOAD @ GUARDS/HANDRAILS = 50 P5F @ 6UARD IN -FILL COMPONENTS DEAD = 10 P5F (20 P5F TOTAL @ TILE) WIND ULTIMATE WIND SPEED 4 EXPOSURE AS LISTED RISK CATEGORY II GENERAL FRAMIN6 • EXTERIOR WOOD STUD BEARIN6 MALLS SHALL BE 2x 5PF#2 OR 5YP#2 @ lb" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x 5PF OR 5YP 'STUD' GRADE LUMBER @ 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALLS SHALL BE CONSTRUCTED WITH 2x 'STUD' 6RADE MEMBERS SPACED @ W' O.G. (MAX). • ALL NON-BEARIN6 INTERIOR 5TUD WALLS SHALL BE CONSTRUCTED WITH 2x '5TUD' 6RADE MEMBERS SPACED @ 24" O.G. (MAX). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x KING STUD, MINIMUM. - THE NUMBER OF STUDS 5PEGIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK STUDS REQUIRED, U.N.O.. • ALL HEADERS, BEAMS 4 OTHER 5TRUCTURAL MEMBERS SHALL BE SPRUCE -PINE -FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS 4 HEADERS W/ 3-ROW5 OF 3"xO,131" NAILS @ 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES @ 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROWS OF NAILS FOR 2x6 2x8 MEMBERS. • FAGE NAIL BUILT UP 2x POSTS W/ 3"xO.131" NAILS @ 16' O.G. 5TA66ERED. APPLY NAILING FROM BOTH FAGE5 @ 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION SPEGIFIGATIONS TABLE FOR ALL 6ONNEGTION5 (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALLS N/ 1/16" 05B FASTENED N/ 2)12"xO.131" NAILS @ 6" O.G. @ E06E5 4 12" O.G. @ CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL ED6ES. TYPICAL U.N.O. ON THE PLANS. • PROVIDE 50LID BLOCKING IN FLOOR SYSTEM UNDER ALL POSTS CONTINUOUS TO FOUNDATION/13EARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10"6 psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10^b psi • FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROWS OF 3"0.131" NAILS @ 8" OIG OR 2 RON5Y4"x3Y2" 51MP50N 505 5GREW5 (OR 3)/2" TRU55LOK 5GREW5) @ 16" O/G. USE A MINIMUM OF 3 ROWS FOR BEAM DEPTHS OF 14" OR GREATER, APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY GONDITION. LOCATE TOP 4 BOTTOM NAIL5/5GREW5 2" FROM EDGE. SOLID 3Y2" OR 5Y4" BEAMS ARE AGGEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OFY4"xb" 51MP50N 505 5GREW5 (OR 6 3/4" TRU55LOK 5GREW5) @ 16" 0/6. USE A MINIMUM OF 4 ROWS FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FA5TENIN6 AT BOTH FACES (ONE 51DE ONLY FOR TRU55LOK 5GREW5). LOGATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. A SOLID 1" BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL 5TUD5 IN GONTAGT N/ GMU WALLS SHALL BE PRESERVATIVE TREATED AND FASTENED N/Y4" DIA. X 4" LONG TAPGON5 @ 24" O.G. FLOOR FRAMIN6 • I-JOl5T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY I -JOIST /TRU55 MANUFACTURER, UNLESS OTHERWISE NOTED. • I-JOIST/TRUSS SHOP DW65. SHALL BE SUBMITTED TO ARCH. 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • FLOOR 5HEATHIN6 SHALL BE 23/32" GONFORMIN6 TO P52-04, 24" O.G., EXPOSURE I, TON6UE AND 6ROOVE EDGES, FASTEN SHEATHING TO FRAMING MEMBERS W/ 6LUE AND 3"xO.131" NAILS @ 6" O.G. AT PANEL ED6ES 4 12" O.G, AT INTERMEDIATE SUPPORTS. TYPICAL 5TAIR GON5TRUCTION NOTES • (3) SINGLE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR LANDIN6, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM N/ (1) SIMP50N A35 CLIP AT EAGH 5TRIN6ER. • FASTEN 2x6 P.T. PLATE TO CONCRETE SLAB N/ (3) 3/b" DIA. x 3Y2" LONG TAPGONS. • FASTEN END 5TRIN6ER5 TO ADJACENT WALLS N/ (2) 3"xO.131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE 3/4" FLOOR DEGKIN6 ON R15ER5 AND I" FLOOR DEGKIN6 ON TREADS. • SEE STAIR FRAMIN6 SECTION FOR MORE INFO. seal:���� 'A NO ? �4 s � -A 4%�_ ss E G� cD copyrigh Strd�te�yl 101rTc� z z JF= W W z c La Z Z < W � J Q.22 22 Z= I- • i U 4 WF-- 22Q) T m E� J� z D °' o CP W ID Y � m W L6 c N C cr) c. M&K project number: 068-200 1 1 project mgr: drawn by: issue date: NJM KGK 04-14-20 REVISIONS: date: initial: sheet: CM C Z J W 0 W J Q 0.. Q 0 I..L W z a 0.. W U) J r� V O U) I~ � 0 Z J .J SW0.0 40'-0" LEGENi� seal: & 8 2I 4 • ® INTERIOR BEARING WALL • � _ — _ � BEARING WALL ABOVE 6 No 77Re 4 2 HVAG o � L� e � 5D-I UNIT T- a? • BEAM / HEADER 7 G PATIO SLAB: - N 3 Y2" GONG. SLAB ON • • • • N • LOCATION AND EXTENT OF SHEARWALL ©copy righ�M��TI°Qp° �fyf�� = 6RADE (2500 PSI w p- 3Y2" STEP-----------------� MIN.) W &xC-V4I.4xW1.4 r - - - • �:;:;:;:;:I EXTENT 01=0VERERAMIN6 L-_-J �,�,C��` z = MESH OR FIBER MESH ._ - INDICATES I/S"xl" SAW GUT CONTROL JOINT LL; ON q5 GOMPAGTED ��E/I I W N FILL OR VIR61N SOIL. 7 q SD_I I INDICATES LOCATION OF REINFORCED GMU GORE z z 5D-I 5D-I (SEE NOTES) wQ CIL 3 Y2 STEP I I J L METAL HANGER J • • • • • • iI' _OWN _ _ _ _ fi INDICATES POST ABOVE. PROVIDE SOLID z Q of II'-10116_2 BLOGKING UNDER POST OR JAMB ABOVE. F- . y = I c i REFER TO 5-0.0 FOR TNrP I GAL W m j STRUCTURAL NOTES I$ SGHEDULE5 E Q o 5.6.0. REGE55 PER I I I• CD J W YCP • MANUFACTURERS o o CM INSTRUGTION I y m W c N M&K project number. I I N 068-200 1 `I r-- `t project mgr: NJ M •I drawn by: KG K NOTE: REFER TO BLOGK PLAN FOR ALL DOWEL issue date: 04-1 ,4 -2 0 LOCATION DIMENSIONS. I REVISIONS: date: initial: i E ' I � •I I• : _._. -- - .r--- ------------- _ _....,_ 2 •I I 2 SD -I ( 5D-I Ln N 4 I i f I a Cz • I 1 � I �� 20'-0" 20'-0" 3 Y2 5TEP . — • 4 4 I I 5D-I 5D-I I I � p o � 3 Y2" STEP GARAGE SLAB: I O 3 Y2" GONG. SLAB ON GRADE (2500 PSI MIN) W/ 6xb-W1.4xNI.4 I •LL SD -I I MESH OR FIBER MESH OVER 6 ,� I : MIL. POLY ON q5% GOMPAGTED I W 0 — — -3 Y2" 5TEP FILL OR VIRGIN SOIL. Q z r5 o 5D-1 Z D _J N I I N I a W U " co a I `-J —J------- -- -----� ,� 0 z 2 3 I BLAB FLAN sheet: 52 5D-I 51 -1 I 14'-0" 5'-4" 20'_�" SCALE: 1/4"=1'-0" (22x34 SHEET) SCALE: 1/8"=1'-O" (Ilxli SHEET) Flom 0'-0" seal: O i N m O I 0 T— Is m t 18'-8" 21'-4" 41_211 `1_l 31-211 / 1_211 11 11_q 11 ✓ 1`��1 iM' 13— I ✓ `Y 5'-411 31_211 21_411 161_0ll 21_411 10 141_011 51-411 201_ CJQ 11 -0 40'" I I N I m r I i t- T- BLOCK PLAN. SCALE: 1/4"=1'-0" (22xS4 SHEET) SCALE: 1/0'*'-0" (110 SHEET) LEGENP • ® INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL • 1:::.:.:::I EXTENT OF OVERFRAMINO L_-_'J �.,..,..,— _.w. ... ...V INDICATES 1/8" A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GNU GORE (SEE NOTES) J L METAL HANGER INDIGATE5 POST ABOVE. PROVIDE SOLID BLOGKIN6 UNDER POST OR JAMB ABOVE. MA50NRY LINTEL PETA I L5 REINFORCEMENT MARK DESIGNATION TOP BOTTOM 5HEAR REINFORCEMENT M13-1 &FS-OB/OT ----- ----- MB-2 SFS-IB/OT ----- (1) #5 M6-3 SFI6-I13/IT (1) #5 (1) #5 MB-4 SRF14-IB ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PRECAST CO., AND LOTT'S GONGRETE. NOTES: I. ALL LINTELS W SPANS 6REATER THAN 14'-O" SHALL BE PRE5TRE55ED. 2. SHORE FILLED LINTELS AS REQURIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRESTRESSED LINTELS. 5. ALL REINFORCEMENT SHALL BE 6RADE 60, fy=60 ksi 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM SIZE REQUIRED BY DE516N. 1. ALL LINTEL5 ARE TO BE LOGATED DIREGTLY ABOVE THE OPENING BELOW MASONRY LINTEL ASSEMBLIES SEE 5GHEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO GROUT = GROUT BOTTOM REINF. PREGAST LINTEL w/ PRECAST LINTEL w/ _ EMBEDDED REINF. EMBEDDED REINF. M13-1 MB-2 m� v TOP REINF. OR CONT. CONT. BOND BEAM BOND BEAM REINF. REINF. AS REQV GROUT BOTTOM REINF. BOTTOM REINF. -- PRECAST LINTEL w/ PRECAST LINTEL WEMBEDDED PEW rME3-3 EMBEDDED REINF. MB-4 REFER TO 5-0.0 FOR TYPICAL STRUGTURAL NOTES 8 SCHEDULES - -*r JU'� ��•° TE O © copyright r XPAi KOPR `�` ozZ JCr_1 W W z CD rn z z W J L Q Z= Q� F— U A gr�Q 03 ,e W C W C/7 j T� m E + a ; A Jz �o op W p to o o coo y m Lr) W C N M&K project number: 068-200 1 1 project mgr: NJ M drawn by: KG K issue date: 04-1 4-20 REVISIONS: date: initial; z Q J 0 J M sheet: 0 O LL J U� � (D 0 z 0 x o. �Y W U � o a 'Q p z O., J J I F Flo2.0 w F— H O pL I V� `HIP GIRDER TRU55' O Z .: . VALLEY TRU55 O.F. ® 24 O.G. I \ \ H I P 61 RDER TRU55 \ i \ I I / / / / VALLEY TRU55 H l p C- O.F. ® 24" O.G.TI :: L-------�------J 3 2 5D- 5D-2 LJ \ L u J L LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARHALL r.- -.-.71 • I: I EXTENT OF OVERFRAMIN6 • - —INDICATES 1/5"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE SOLID BLOGKIN6 UNDER POST OR JAMB ABOVE. ROOD SRAM I NCB PLAN SCALE: 1/4"=1'-0" (22x34 SHEET) SCALE: I/8"=1'-0" (IlxI1 SHEET) ROOF FRAM I N& • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS CONNECTORS. • ROOF SHEATHING SHALL BE 7/I6" MIN. 0513/PLYWOOD SHEATHING 24/6, EXPOSURE I. FASTEN SHEATHING TO ROOF MEMBERS w/ 2 VxO.113" RING SHANK NAILS (R5R5-01 OR EQUIV.) @ 6" O.G. AT PANEL E06E5 4 © 6" O.G. IN FIELD, FASTEN 5HEATHIN6 TO 6ABLE END 4 DRA6 TRUSSES W RIN6 SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOCKING ALONG PANEL EDGES AT FIRST 2 TRUSS BAYS FROM 6ABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED ED6E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRUSS ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW W 51MP50N VTGR GLIP5 0 24" O.G. • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRUSS MANUFAGTURER, UNLE55 OTHERNISE NOTED. • ERECT AND INSTALL ROOF TRUSSES PER NTGA $ TPI'5 13651 1 GUIDE TO 6000 PRAGTIGE FOR HANDLING, INSTALLING 4 BRAGIN6 OF METAL PLATE CONNECTED HOOD TRUSSES." • ROOF TRUSS SHOP DN65. SHALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEN AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER FASTENED TO FRAMIN6 w/(2) 3"0.131" NAILS ® I6" O.G. UPL I PT CONNECTORS 5EARIN6 CONDITION TRUSS GONNEGTOR LENGTH < 15' 5IMP50N H2.5T 51NOLE ROOF TRU55 BEARIN6 ON > 151 51MP50N HIOA HOOD STUD HALL/HOOD BEAM ROOF GIRDER TRUSS BEARIN6 ON HOOD STUD WALL/WOOD BEAM ALL 51MP50N HT520 SIN6LE ROOF TRU55 OR PORCH ALL 51MP50N HETA16 BEAM BEARIN6 ON GMU WALL ROOF 63., FLUSH BEAM OR ALL (2) 51MP50N HETAI6 FLUSH O.T. BR6. ON GMU HALL ALL BEARING POINTS OF EACH ROOF TRUSS SHALL BE GONNEGTED WITH CONNECTOR AS LISTED ABOVE. IT 15 THE RE5PON51BILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DESIGN STANDARDS FOR METAL PLATE CONNECTED HOOD TRU55 CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REGUIREMENT5 OF A56E-1-10. ALL UPLIFT GONNEGTORS AND LOADS PER THIS DRAHIN6 SHALL SUPERSEDE THE TRUSS MANUFACTURER'S UPLIFT CONNECTOR SPECIFICATIONS AND LOADS 5HOWN ON THE SHOP CARDS. REFER TO 5-0.0 FOR TYPICAL STRUGTURAL NOTES 8 SCHEDULES seal; it i No �g �-� q1QQ229 s cD copyri "W 40. �F •.��� 0 L z JLU W W Z a C-D z rn W J i Z = Q CS U . - I Q CM UJ E a� .5 Cn j 0° E a ; • Q— J— Z -o 0 W c c�'o � o� y m L6 W C N C. c*7 a IV I M&K project number 068-200 1 1 project mgr: N J � jj drawn by: KG K issue date: 04-1 4-20 REVISIONS: date: initial sheet; d 0 O J LL. J W � (D [a z 0 d d W 0� i.Li U � o LL Z J J Spoll.3 FILLED CELLS (SEE PLAW vn»�vr_ TOP VIEW @CORNER F —1 GONG. OR PAVER GARAGE WALL DRIVEWAY BEYOND 6ARA6E SLAB m 4" (SEE PLAW 16"x8" THICKEN EDGE W/ (2) #5 CONT. THICKENED EDGE ® GARAGE DOOR DETAIL SCALI: 109 8" GMU BLOCKIXII TA 8 WIDE CONT. GONG. CURB (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W FOUNDATION DOWEL w GARAGE SLAB MIN. 30" GROUT GELL > (SEE PLAW SOLI D a ° .. d IIII=III=111=1 1= 0 6RADE III—III—III=1=1 �' =1 I M I = I=1 III—III—III—IIII-' —111—I IIII—IIIIIII I —III —III —I I I- �11111111111- I I I=qi l) #5 DOWEL W/ 6" HOOK AT 11=III- ALL VERT. WALL REINF. 1=1 III (SEE PLANS FOR LOCATION) GLEAN COMPACTED ' —11 =I I FILL @ 15% I'-O" MONOLITHIC FOUNDATION 5TANDARD DENSITY MIN. W/ (2) #5 GONT. ON CHAIRS WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" GMU WALL SHOWN, FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BARS GA�7�t6E CURB DET,�IL SCALE 8" GMU BLOCK W/ BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER %" FURR STRIPS -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (SEE PLAW PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLANS) PER MANUF.. '—III—III- cx I —III a III—III—III—� I I_ '—III—I � III —I I I I —III —III —_III_ I MI 11=111 III —I I I_ III I I I I I —III —III III—_ ' I 1=1111 I 1-1 I' MONOLITHIC II II II F UN A I N (2 #5 GLEAN COMPACTED =III= O D T O ) FILL o q5% STANDARD 1'-0" GONT. ON CHAIRS DENSITY AND TERMITE I MIN. TREATED WHERE 2ND STORY WALL OGGUR5 DIREGTLY ABOVE THE 8" GMU WALL 5HOWN, FT6. SHALL BE 1'-4" WIDE W (2) #5 BARS EXTERIOR OUT5AIN6 4 56D POURED 51LL5 DETAIL 8" CMU (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" 6ROUT CELL SOLID z< �x c� O 6RADE I�IIIII�III�I1 o 1Im11 GLEAN COMPACTED FILL A q59' R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAW e d 4 III —I I —I —-I 41 =1 I—III—IIII —I I I=1 I I - El 11=1 11=1 I ° III—III—II1- 1) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. = = 1 _1 1 (5EE PLANS FOR LOCATION) 111111111111i1111- Q MONOLITHIG FOUNDATION STANDARD DENSITY 1-0 W/ (2) #5 GONT. ON CHAIRS MIN. WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" GMU WALL SHOWN, FT6. SHALL BE 1'-4" WIDE w/ 0 #5 BARS I=00T I NG SECT I ON W/ SLOGK DETA� I L SCALE: NT5 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL BEYOND OVER %" FURR STRIPS EXTERIOR DOOR -PER BUILDER MTL. THRE5HOLD HOUSE SLAB SET IN SEALANT (SEE PLAW PAVERS (SEE PLANS) ° . d - � � II1=1I1=1I1=1I1= 17 I 1=1 I I-11511 1= 1 II —I 1=111=—III o- I —I I I —I I I —I 11— —I 1=1 III —I 1—III-1 I I —I 1I- -I I I —I I —I 1I- ' I=1 m III I I ': d I I —III —I 11= MONOLITHIC � � 11 1 III -III - I C I-I`I�_ GLEAN COMPACTED III = I I I FOUNDATION W/ (2) #5 FILL to q5% STANDARD 1'-0" GONT. ON CHAIRS DENSITY AND TERMITE MIN. TREATED WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" GMU WALL SHOWN, FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BARS ENTRY DOOR DETAIL 6 SCALE: NT5 8"x8" THICKENED SLAB W/ (U #5 GON �THICKENEV EDGE DETA�IL CALE: NT5 8" GMU BLOCK- (1) #5 VERT. FROM FT6, TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLAW �i EXP JOINT v \NAI SLAB R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) ° I I= 1) #5 DOWEL W/ 6" HOOK AT III=III- ALL VERT. WALL REINF. -� I II =III=III=11 III; (SEE PLANS FOR LOCATION) III—III—II i GLEAN GOMPAGTEE) 11—I I I- I (— , FILL to 15% t MONOLITHIC FOUNDATION STANDARD DENSITY I -0 W/ (2) #5 GONT. ON MIN. CHAIRS WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" GMU WALL SHOWN, FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BARS EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL SHALL: NT5 Y2" GYP. BD. EA. SIDE OF 2x4'5 0 16" O.G. Y2" J-BOLTS 6" FROM EA, END OF WALL AND SPACE ® 32" O.G. 2" (6" MIN. EMBED) STUD PLATE TIES PER d PT BOT. PLAN @ STUD TOP � } PLT. 74BOT. ° d . (2) #5'5 GONT. W/ J „ 3" MIN. CLEAR S S UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE GLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT 5UBJEGT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. ''2N GARAGE 5TEP DOWN DETA I L SCALE: MS 8" GMU ., , �i BONE) BEAM.- IV FOUNDATION DONEL MIN. 30" 6ROUT CELL SOLID ... �`'r I z III —II '=I I —= — 11=1I1=1II O II I I —I I- -' III III —III — II -III III —III: GLEAN GOMPAGTED " III=III= R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAW PVG CHASE SLEEVE TO BE TWIGE THE DIAMETER OF PROTECTED PIPE FILL ® q5% `MONOLITHIG FOUNDATION STANDARD DENSITY I 0 W/ (2) #5 GONT. ON CHAIRS MIN. WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" GMU WALL SHOWN, FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BAR5 GH1"�SE DETA� I L 8 5GALE: NT5 seal: N _a, w copy�o ff I "3 es4r ®t��a) �1��dc�• mz z _J w w Z c Z Z Q w J Q CD Z= A U I. Q c F- LUCn j =a ;. J- Z -� o W CP � o CO) MU� W c N CC M C. M&K project number: 068-2001 1 project mgr: NJ M drawn by: KG K issue date: 04-14-20 REVISIONS: date: initial: sheet: d O J lJ.. J W z 0 x d U) Q W U � o a ,< J_. �e Z 0..� 0 JJ SHALE: RM SDml PROVIDE 50LID SHIM BETW'N TRU55 4 CONNECTOR IF TRU55 LOCATED LESS THAN I YY FROM CONNECTOR. WHERE TRU55 15 6REATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 2 3/8"x0.113" RIN6 SHANK NAILS 6" O.G. __J� LUUJ X 2x6 FA5G I A -SEE ARCH 8" GMU BOND BEAM W/ (1) #5 GONT. 8" REINF. GMU WALL - -SEE PLAN FOR VERT. 4 HORZ. REINF. SPECS ROOF TRU5 -SEE PLAN (2)5 Y2"x0.E 8" GMU BOND BEAM w� (1) #5 BARS GONT. 8" REINF. GMU WALL - -SEE PLAN FOR VERT. $ HORZ. REINF. 5PEG5 SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF.) EACH TRU55. VERT WALL REINF. TO EXTEND INTO BOND BEAM D SCALE: SECTION 3/4"=I'-0" 2 3/8"x0.113" RIN6 SHANK 2x4 FLAT BLOGKIN6 ® 16" o.c. FASTENED TO BOND BM. w/ Y4" TAPGON (2)3 Y2"x0.131" VERT WALL REINF. TO EXTEND INTO BOND BEAM SECTION 5GALE: 3/4"=I'-0' BOND -BEAM — _ _GONTIN. PRECAST HEADER 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE GA5T-GRETE WINDOW SILL, WINDOW SILL, OR EOUIV. OR EOUIV. DOUBLE Y41 NDOA MA�50NRY PIER nETA� I L L 5GALE: NT5 TRIPLE WINDOW SIM. 2x4 GAT5 @ 16"o.c. FASTENED TO 6ABLE END FASTEN 5HEATHIN6 TO 2x4 2x4 BLOGKIN6 w/ TRU55 w/ (2)3"x0.131 ° BLOCKIN6 w/ 2 %"x0.113" (3)3 Y4"x0.13I" TOENAILS. RING SHANK NAILS @ 4"O.C. TOENAILS EACH END 12"MAX 6ABLE END VERTICAL WEB — REINFORGIN6 AS REOURIED BY TRU55 MANUF. 2x8 P.T. PLATE FASTENED TO BOND BM. W/ Y2" DIA. ANCHOR BOLTS © 32" O.G. WITH l" (MIN.) EMBEDMENT. EXTERIOR 5HEATHIN6 ED6E NAILIN6 - 2 Y2"xO.131" NAILS 6"O.G. FASTEN BOTTOM CHORD OF TRU55 TO P.T. SILL PLATE w/ YW DIA. x3Y2" LON6 5D5 5GREW5 ® 16" o.c. PROVIDE MOISTURE BARRIER PLATE BELOW WOOD MEMBERS ON GMU (PER TRU55 MANUF) 8" GMU BOND BEAM w/ (1) #5 BAR CONT. 8" REINF. GMU WALL -SEE PLAN FOR VERT. HORZ. REINF. 5PEG5 VALLEY SET OVERFRAMIN6 FASTEN EACH OVERFR TRU55 TO TRU55 BELOI WITH (1) 51MP50N VTGR 24" O.G. X X x �Y 2-0" MIN i ROOF 5HT6 I I (4) 3 Y4"x0.131" SHALL BE i NAILS CONT. 24" MIN ONTO.ROOF n 2x4 BRACE w/2x4 T-BRAGE, SPACED @ 4'-0" O.G. MAX. FASTEN 2x4 TO 'T' w/ 3 Y4"x0.131 " NAILS ® 12" O.G. —VERT WALL REINF. TO EXTEND INTO BOND BEAM SECTION 2 5GALE= 8I I'-0' TYP I CALL OVERPRAM I NG CONNECTION DETAIL 5GALE: N.T.S. p RETROFIT DETAIL SEE DETAIL I ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT SHOWN HERE PROVIDE 2x4 BL06KIN6 @ 4E O.G. IN FIRST (3) BAYS OF ROOF TRU55E5-GUT TO FIT TIGHT BETWEEN TRU55 BOTTOI CHORDS AND NOTCH AROUND SILL PLATE FASTEN DRYWALL TO BLOCKING w/ 5GREW5 /NAILS @ 6" O.G. JN ROOF 5HEATHIN6 IN ROOF TRU555 FASTEN EA. ROOF TRUSS TO GMU w/ SIMPSON M5TMI6 TW15T STRAP. FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 Y4" LON6 TITEN 5GREW5 PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EACH TRU55. PROVIDE 2x FLAT BLOGKIN6 FIT TIGHT TO ROOF TRU55E5 @ EVERY OTHER BAY FASTENED TO GMU wl (5)Y4' DIA. x 3Y2" LONG TAPGON5. FASTEN BLOGKIN6 TO ROOF TRUSSES w/ (2) 3 Y4"xO.131" NAILS @ EA. END. PROVIDE SOLID SHIM BETW'N TRUSS 4 CONNECTOR IF TRUSS LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRUSS 15 6REATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 2 %NO.113" RIN6 SHANK NAILS ® 6" O.G. 2x6 FASCIA -SEE ARCH REINF. MA50NRY LINTEL/ BEAM - - SEE PLAN FOR SPECIFICATIONS. SECTION 3 5GALE: S/4•=I=,,,G• ALL LAPS IN MASONRY 25" DI I1,IAII}Jr PAD #5 BENT CORNER BAR GROUTED CELL TYP. CORNER VERT. WALL REINFORCING DETAIL SCALE: NTS NOTES: i. UTILIZE 2-PART EPDXY OR OTHER EN61NEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). 2. PROVIDE 3/4" DIA, HOLE FOR DOWEL, BLOW OR BRUSH GLEAN, 3. FOLLOW MANUF. INSTALLATION INSTRUCTIONS. FUTURE 8" GMU BLOCK DRILL 6" INTO EXI5T'6 I� SLAB, EPDXY $ DRIVE #5 DOWEL, PROVIDE MIN. 50" LAP SPLICE I i I GRADE _ O m z SEE TYP. FOUNDATION DETAILS FOR ADDITIONAL INFORMATION NOT SHOWN HERE #5 VERT. BAR TO BE LOCATED PER PLAN IN 6ROUTED CELL M 66E0 DOAEL RETROr I T DETAIL SCALE: NT5 SIM. # GMU STEM FM DROPPED 6RADE SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS CONNECT EACH END OF MASONRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL w/ 24" LE65 PROVIDE 50LID SHIM BETW'N TRU55 4 CONNECTOR IF TRU55 LOCATED LE55 THAN I YY FROM CONNECTOR. WHERE TRUSS 15 6REATER THAN I YY FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. 2x FASCIA -SEE ARCH FASTEN EXTERIOR 5HEATHIN6 TO 2x4 BLOGKIN6 IN EA. TRU55 BAY w/ 2 Y2"xO.I31" NAILS @ 6 O.G. ROOF TRU55E5 FASTEN EA. 2x4 BLOGKIN6 IN EA. I �� I -SEE PLAN TRU55 BAY TO BOND BM. w/(4) HILTI ON1 12P8 PAF'5 FASTEN EXTERIOR 5HEATHIN6 TO — 2x BLOGKIN6 w/ 2 Y2"xO.I31" NAILS ® 3"O.C. — UPLIFT GONNEGTOR -PER 5GHEDULE 8 GMU BOND BEAM w/ (1) #5 BARS GONT. 77. VERT WALL REINF. TO EXTEND INTO 8" REINF. GMU WALL — -SEE PLAN FOR VERT. BOND BEAM 4 HORZ. REINF. 5PEG5 BY WINDOW/DOOR MANUFACTURER SECTION 5GALE= S/4'=I'-0' NOTES: I. 2X PT BUGK5/NAILERS SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW/DOOR, FASTEN BUCK TO MA50NRY W/ (1) ROW OF 3i N4" TAPGON5 6" FROM ENDS AND 16" O.G. MAX. TAPGONS TO BE I Y2" MIN. FROM E06E OF BUCK. 2. BUCKS LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. STRUCTURAL CONNECTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN TH15 CASE. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EX15TING 2X BUGKED OPENING, USE (3) ROW5 OF 3"0.131" NAILS 5TA6GERED @ IT O.G. EA. SUCCESSIVE BUCK. 4. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENIN6 IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FASTENIN(5) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROW5 OF 2 Y2"x0.131" NAILS ® 16" O.G. FASTEN WINDOW/DOOR TO 2X PER WINDOW/DOOR MANUFAGTURER'5 5PEG5. 0 WI NDONDOOR BUCK DETAIL SCALE: NT'S LETTERED DETAILS ARE TYPIGAL FOR THIS HOME � SHALL BE IMPLEMENTED IN ALL APPL I GABLE AREAS. THESE DETAILS ARE NOT "GUT" ON THE PLANS. NUMBERED DETAILS ARE PLAN 5PEG I F I G AND ARE ONLY REOU I RED WHERE SPEC I F I GALL"( INDICATED ("GUT") ON THE PLANS. seal: ,o V N41 Y JL 5 A, v �� ., '®oo < ®R ° a ®o © copyright's f�iy 'KIJLP''° Z JLU w w Z c CD v� Z Z w J Q a L Q zCC � ¢� F- U .4. Q pC cEj W 00 j M E JQCD z W �CD 00 Y y ocm m U� LY c cv M a MW project number: 068-2001 1 project mgr. N J M drawn by: KC K issue date: 04- `j 4-20 REVISIONS: date: initial sheet: 4 O J U. J W W 0 0 z 0 a. ry I.L J Q W U Z 0.., J J SDM2 PERMANENT ROOF TRU55 BRACING NOTE5: (51NGLE FAMILY HOME OR TOWNHOUSE GON5TRUGTION, WITH ROOF TRUSSES SPACED NO MORE THAN 24" O.C) I. WOOD TRUSSES SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENT SAFETY INFORMATION 01,51) "GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6, RESTRAINING It BRACING OF METAL PLATE CONNECTED WOOD TRUSSES," (2008 EDITIOW. 2. TOP CHORD BRAGIN6: TOP CHORDS SHALL BE BRACED BY DIRECT -APPLIED PLYWOOD/05B 5HEATHIN6. • IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRUSS OR TO PURLINS FASTENED TOP CHORD, CONTACT MW FOR BRAGIN6 DE51614. 3. BOTTOM CHORD BRACING: a. THE BOTTOM CHORDS SHALL BE BRACED BY DIREGT-APPLIED G.W.B. GEILIN6 4. WEB MEMBER BRAG06: THE TRU55 MANUFACTURER SHALL INDIGATE THE TRU55 MEMBERS (NEB5, VERTICALS) THAT REQUIRE LATERAL BRAGIN6/RESTRAINT. a. 'T' OR 'L' BRACE: WHERE BRAGIN6 15 REQUIRED AS INDICATED ON SHOP DRAWING, UTILIZE 'T' OR 'L' BRAGE5 (REFERENCE BC51-133 FIGURES 133-I5 t 133-19). SHOP APPLIED REINFORCEMENT PER BG51-133 FIGURES 133-22 4 BC-23 15 ACCEPTABLE. • 'T' t 'L' REINFORCING MATERIAL SHALL MATCH THE 51ZE OF THE NEB/VERTICAL MEMBER. • 'L' t 'T' REINFORCING TO BE A MINIMUM OF 10% OF THE LENGTH OF THE NEB/VERTICAL MEMBER. • FASTEN 'L' OR 'T' REINFORCING TO WEBNERTICAL W/ 16d GUN NAILS (0.131x3 1/2") AT 6" O.G. b. CONTINUOUS LATERAL BRACING ALTERNATE: WHEN THREE (3) OR MORE 51MILARLY CONFIGURED ROOF TRU55E5 AL16N, CONTINUOUS RON5 of LATERAL BRAGIN6 MAY BE USED IN LIEU OF THE ABOVE -NOTED 'L' OR 'T' BRAGE5. • CONTINUOUS ROWS OF LATERAL BRAGIN6 SHALL CON5I5T OF MINIMUM 2x4. RON5 SHALL BE LAP SPLICED ONE TRU55 BEYOND IN EACH DIRECTION. SECURE BRACE TO EACH TRU55 COMPRESSION WEB W (2) 16d 6UN NAILS (0.131x3 I/2"). • CONTINUOUS LATERAL BRAGIN6 SHALL BE RESTRAINED BY DIAGONAL BRAGIN6 (MIN. 2" THICK NOMINAL LUMBER t MINIMUM 5PF '5TUD' GRADE MATERIAL). THI5 BRAGIN6 15 TO BE CONTINUOUS. PROVIDE ONE ROW OF DIAGONAL BRAGIN6 AT VERTICAL WEB MEMBERS OF TRU55E5 CLOSEST TO EACH GABLE END WALL 3 ADDITIONAL DIAGONALS AT 20'-0" AS REQUIRED. DIA6011AL BRACE NAILED TO OPP051TE PROVIDE (2) 16d NAILS ® SIDE OF WEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIRECT APPLIED PLYWOOD/05B A✓I ROOF 5HEATHIN6 GONTIN. LATERAL BRACING TO LAP ACROSS MIN. (1) TRU55 BAY AS 5HONN 2x STRON6BACK NOT REQ'D FOR 5TRUGTURE) DIRECT -APPLIED PLYND/05B DIRECT -APPLIED 6WB GEILIN6 SECTION B-B ALTBMTE METHOD WHERE Oi OR MORE SIMILAR T"5ES ARE 6RaM A Q DIRECT -APPLIED GNB GEILIN6 — TYPICAL TRU55 ELEVATION COMPRE55ION WEB (SLOPING OR VERTICAL) CONTINUOU5 LATERAL BRACE ALTERNATE * (3) OR MORE ADJACENT 51MILAR TRU55E5 (5EE INDIV. TRUSS SHOP DRAWIN65 FOR LOCATIONS) 2x 5TRONOBACK MAY BE INSTALLED FOR GON5TRUCTABILITY TO KEEP EVEN 5PAGING AT BOTTOM CHORD (NOT REOV FOR STRUCTURE) WEB MEMBER REQUIRING BRACING AS INDICATED BY TRU55 MANUFACTURER 2x 5TRONOBAGK5 MAY BE INSTALLED FOR GON5TRUGTABILITY TO KEEP EVEN 5PAGING AT BOTTOM CHORD (NOT REQ'D FOR 5TRUGTURE) 'L' OR 'T' BRAGIN(5 NE55 DESIGNATED BY TRU55 MANUF. PERMANENT TRUSS BRAG I NG PETALS LS 4 NOTES SCALE= NONE DIRECT APPLIED GEILIN6 LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REOU I RED ALL APPLICABLE AREAS. THESE WHERE 5PEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLAN5. seal A®gA10@t930�a® N -�' JU L o � i 0 © copyrlglff-, a CL) Z J= W w =NC Z Z Z w J Q ZH U W� JH Z W y W M&K project number: r a Q v a E- E m E Q r. CD o Y (p o M M U� o CV CC Q 068-2001 1 project mgr: NJ M drawn by: KG K issue date: 04- `j 4-2,0 REVISIONS: date: initial: d H W 0 sheet: J W Q O 2 O 0 J of I