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HomeMy WebLinkAbout6910 Shelby Lynn WayA ABBREVIATIONS AB ANCHOR BOLT MAS MASONRY A.F.F. ABOVE FINISH FLOOR MAT MATERIAL ADJ. ADJUSTABLE MAX MAXIMUM ALUM. ALUMINUM MC MEDICINE CABINET ANCH ANCHOR MECH MECHANICAL 4 ANGLE MIN MINIMUM @ AT MIR MIRROR ML MICRO LAM BD. BOARD M.O. MASONRY OPENING BF BI-FOLD MTL METAL BLDG. BUILDING BM. BEAM N.I.C. NOT IN CONTRACT BLKG BLOCKING (NTS) NOT TO SCALE B.O. BOTTOM OF B.P. BI-PASS DOOR OBS OBSCURED BRG. BEARING O.C. ON CENTER BRK. BRICK OHGD OVERHEAD GARAGE DOOR OPER OPERATOR C.J. CONTROL JOINT OPNG OPENING q CENTER LINE OPT OPTIONAL CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD COL. COLUMN OZ OUNCE CONC. CONCRETE 1/11 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 RING RANGE E.J. EXPANSION JOINT R.O. ROUGH OPENING ELEC. ELECTRICAL R RISER ELEV ELEVATION FIND ROUND EQ. EQUAL R&S ROD AND SHELF EQUIP. EQUIPMENT EXP EXPANSION SC SOLID CORE EXT. EXTERIOR SCHEM SCHEMATIC EE EACH END SHLF SHELF SHT SHEET FD FLOOR DRAIN SHWR SHOWER FIN. FINISHED FLOOR SIM SIMILAR FND. FOUNDATION SH SINGLE HUNG FLR. FLOOR S.S. STAINLESS STEEL FP FIREPLACE STL STEEL FR FIRE RATED STRUCT STRUCTURAL FXD FIXED SUSP SUSPENSION FRM FRAME SGD SLIDING GLASS DOOR FTG FOOTING SQ SQUARE GA. GAUGE T TREAD GALV. GALVANIZED TB TOWEL BAR GC GENERAL CONTRACTOR T&G TONGUE AND GROOVE GEN GENERAL TEMP TEMPERED GYP. GYPSUM T.O. TOP OF GL GLUE LAM TR TOWEL ROD GLS GLASS TRPL TRIPLE TYP TYPICAL H HIGH HC HOLLOW CORE U.N.O. UNLESS NOTED OTHERWISE VERT VERTICAL HGT. HEIGHT V.L.I.F. VERIFY LOCATION IN FIELD HDR. HEADER HB HOSE BIBB W WASHER HORIZ. HORIZONTAL W/ WITH INSUL. INSULATION WC WATER CLOSET INT. INTERIOR WD WOODWWM WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB TM vn�?Iilc�il C 0 1-1-11 p a n r e s 90 Matawan Road Matawan, NJ 07747 (732) 333-2200 �Oda r r ELEVATION "B" ZEPHYRHILLti, FL 33542 TERMITE TREATMENT TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." ELEVATION "B" 1 ST FLRlTOTAL A/C 1,464 SF ENTRY 33 SF GARAGE 385 SF TOTAL UR 1,882 SF 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 .......... .... ...... ........ 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 ALL WORK SHALL COMPLY WITH I'REVAILIN CODES FLORIDA U'ILDI S-0.0 STRUCTURAL NOTES ,i C01DE, NATIONA,LELE'C I�� F-1.0 SLAB PLAN ,,_j DE AND THE C11 y ��� ; � �91�L F-2.0 BLOCK PLAN ORDINANCE S-1.3 ROOF FRAMING PLAN SD-1 FOUNDATION DETAILS Auc REVIEW DATEUu SD-2 STRUCTURAL DETAILS �� OF EpH,, PBSB-1 STRUCTURAL DETAILS EXAM ER R JUN 0 8 2020 CL w cl J- _ o°� >o <0 W 0 1- c)Uww. Q I w =Er>Q �Cccr � Y 0 F- z �LL00(/5 zzzi:zz cr¢cn¢_ waQM_ _c_ �2zLLU) �I-QZ� q) o rr � 'ter Q N °c � rz o �z O r� V O c7j < .j Win" A� 1 ` w a U) z I W MEMO% 0 vl U L i� 1.�1 m I.a..l U) z O H (L iE U cn w Uw Z O Q � o OMZ aaaaa COMMUNITY; ILINKS @ CALUSA SPRINGS PLAN#6100 RELEASED: 5/15/20 SHEET cs I r a 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 601, 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 0.0V. 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'V2" OF THE BOTTOM OF THE HANDRAIL AND PROVIDED THAT, FOR EACH 1/2" OF ADDITIONAL HANDRAIL PERIMETER DIMENSION ABOVE 4", THE VERTICAL CLEARANCE DIMENSION OF 1V2" CAN BE REDUCED BY 1/8". 3.2. THEY HAVE EDGES WITH A RADIUS OF NOT LESS THAN .0I ". 3.3. THEY OBSTRUCT NOT IN EXCESS OF 20 PERCENT OF THE HANDRAIL LENGTH. HANDRAIL CLEARANCE: CLEAR SPACE BETWEEN A HANDRAIL AND A WALL OR OTHER SURFACE SHALL BE A MINIMUM OF 1.5". A HANDRAIL AND A WALL OR OTHER SURFACE ADJACENT TO THE HANDRAIL SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. GUARDS: SHALL BE LOCATED ALONG OPEN -SIDED WALKING SURFACES, PLATFORMS, STAIRWAYS, RAMPS AND LANDINGS THAT ARE LOCATED MORE THAN 30" MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36" HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD. OPENING LIMITATIONS: REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT WHICH ALLOW THE PASSAGE OF A 4" SPHERE. SCREEN PORCHES: PORCHES AND DECKS WHICH ARE ENCLOSED WITH INSECT SCREENING SHALL BE PROVIDED WITH GUARDS WHERE THE WALKING SURFACE IS LOCATED MORE THAN 30" ABOVE THE FLOOR OR GRADE BELOW. FIRE PROTECTION: FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL VERTICAL AND HORIZONTAL CONCEALED DRAFT OPENINGS. ASPHALT SHINGLES (IF APPLICABLE) : 1. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.2.6 AND R905.2.6.I. R506.2.3 VAPOR RETARDER: A 6-MIL POLYETHYLENE OR APPROVED VAPOR RETARDER WITH JOINTS LAPPED NOT LESS THAN 6 INCHES (152 MM) SHALL BE PLACED BETWEEN THE CONCRETE FLOOR SLAB AND THE BASE COURSE OR THE PREPARED SUBGRADE WHERE NO BASE COURSE EXISTS. EXCEPTIONS 1. GARAGES, UTILITY BUILDINGS AND OTHER UNHEATED ACCESSORY STRUCTURES. 2. FOR UNHEATED STORAGE ROOMS HAVING AN AREA OF LESS THAN 70 SQUARE FEET (6.5 M) AND CARPORTS. 3. DRIVEWAYS, WALKS, PATIOS AND OTHER FLATWORK NOT LIKELY TO BE ENCLOSED AND HEATED AT A LATER DATE. 4. WHERE APPROVED BY THE BUILDING OFFICIAL, BASED ON LOCAL SITE CONDITIONS. DRAFTSTOPPING: IN COMBUSTABLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSOPPING SHALL DIVIDE THE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR/CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: 1. CEILING IS SUSPENDED. 2. FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYP OPEN -WEB PERFORATED MEMBERS. 1. MATERIALS: DRAFTSTOPPING MATERIALS SHALL NOT BE LESS THAN 1/2" GYPSUM BOARD, 3/8" WOOD STRUCTURAL PANELS OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. DRAFTSTOPPING SHALL BE INSTALLED PARALLELL TO THE FLOOR FRAMING MEMBERS UNLESS OTHERWISE APPROVED BY THE BUILDING OFFICIAL. SEPARATION FROM GARAGE: PER SECTION R302.5, R302.6, OPENING PROTECTION 1. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID OR HONYCOMB CORE STEEL AND NOT LESS THAN 1 3/8", 20 MINUTE RATED, WITH SELF CLOSER. 2. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" TYPE "X" GYPSUM BOARD OR EQUIVALENT. CEILING CONSTRUCTION: 1. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 INCH (12.7 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 INCH (12.7 mm) GYPSUM BOARD OR EQUIVALENT. EXTERIOR FINISHES: 1. CEMENT PLASTER FINISH OVER MASONRY SHALL BE 5/8" THICK TEXTURED PER COMMUNITY STANDARDS: 2. CEMENT PLASTER FINISH OVER WOOD SUBSTRATE SHALL BE 7/8" THICK (3) COAT STUCCO OVER (2) LAYERS OF WATER RESISTANT BARRIERS IN ACCORDANCE WITH FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL, R703 AND ASTM C926. TEXTURE PER COMMUNITY FLASHING: 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 3. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: • THE FENESTRATION MANUFACTURERS INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER0 S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER0 S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. • IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF REGISTERED DESIGN PROFESSIONAL. • IN ACCORDANCE WITH FMAIAAMA 100, FMAIAAMA 200. FMAIWDMA 250, OR FMAIAAMA/WDMA 300 WINDOW INSTALLATION: 1. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. FLOOD ZONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. CHIMNEY HEIGHT REQUIREMENTS: 1. WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED THE CHIMNEY MUST EXTEND Y-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE T-0" HIGHER THAN THE ROOF OR RIDGE THAT IS 10'-0" AWAY OR CLOSER. TUB AND SHOWER AREAS: 1. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, C1325, OR C1178 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. MECHANICAL AND HVAC: L ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED, A LEVEL WORKING SPACE AT LEAST 30 INCHES (762 mm) DEEP AND 30 INCHES (762 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. #26 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (76 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. EXHAUST FANS AND VENTING: 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3. DUCT LENGTH: THE MAXIMUM LENGTH OF A CLOTHES: DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET. THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (762 mm) FOR EACH 45 DEGREE (0.79 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM THIS OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. FOUNDATION INSPECTION NOTES: A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. FRAMING INSPECTION NOTES: ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH INS MUST BE COMPLETE, INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION (FBC 110.6) JUN 0 8 2020 NO � .w> V • B PSu *ma rip f. A ® gym m® • Y Ra AL rY W LLJ 0 � � ' wo <0 co 3: ww _ Q D _W ~ J > cr cr- YQF-Z oz$u-00(n ZZZF- Z IY Q w Q - wa=�a (nOO �C 2F-¢zo ~ 00 Q N . �.J Q. Q Q 0 0 0 U �e V U) 0 0 o Z uj w (L Wed m< U) Lad w 1.6.! m r�t� vl O Oa. M W 0 Z O w d u? A LLI zaaaaa COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 6100 RELEASED: 5I15/20 SHEET CS2 I *25 SH 37"X63" EGRESS FIRST FLOOR PLAN SCALE: 1 /4"=1'-0" O'F ADO r—UP1C00 LEGEND SYMBOLS A BUILDING/WALL SECTION sxI MARKER OINTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE Up ELEVATION STEP BRKX FLOORING BREAK WALL TYPES 0 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 OB INTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL SOLID SURFACE BRACKET SPACED FOR COUNTERTOP RVERHANGS GREATER THAN 10" 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 FINISH 2 A-5.I FLOOR SUBFLOOR NOTE: TYP. WINDOW HEAD HGT. AT T-4" U.N.O. JUN 0 8 2920 w 00i0 WOCQO U) pW Q�W'i�F- W J — m Y01--Z ,6LL00(n zzzTzz W G-=cr9 _3 U) 0 Q ❑ = z LL 1) ❑ a� Q o �a Q 0 0 0 U he z V 0 0 I� 0 0i on=" U) Vl w W x r�� VJ Z 0 a ZE U) W tn O d in A aa<1 WZ i i i i COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 6100 i RELEASED: 5/15/20 SHEET A I., I z Z 0 Z ji -------- 4" WIDE STUCCO +1 BAND I I I 1211 I , GARAGE HEAD TRIM DETAIL SCALE: 3/4"=1'-O" 4" WIDE STUCCO BAND i +1 I I - I � 4" 4�� 40 I I I I I +1 4" WIDE ��-----�'� STUCCO BAND 2 WINDOW HEAD &SILL DETAIL SCALE: 3/4"=1'-0" M� co T ll BLDG. HEIGHT ROOF SHINGLES PER COMMUNITY SPECS. (-2-� T.O. MASONRY -,jk T.O_WINDOW 4" WIDE STUCCO BAND (+1) j4 FIN. FLOOR - 1 1_011 12 5 II/ 57 DI REAR ELEVATION SCALE: 1 /4"=1'-0" 12 5 f '-0 ' I I I I I I I I _ I I I I I = I � *25 SH 1'-4" STUCCO BAND RETURN — FRONT ELEVATION SCALE: 1/4"=1'-0" 12 �---j5 5:12 0 5:12 0 12 5 ROOF SHINGLES PER COMMUNITY SPECS. DI 35 SH h qh.. JLjl millm Iml 3068 16070 GARAGE DOOR In ROOF SHINGLES PER COMMUNITY SPECS. 4" WIDE STUCCO BAND (+1) 6" FASCIA, TYP. u 4" WIDE STUCCO BAND (+1) PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE t •.:��.� u,..:.,�... ••;..•. FINISH ,d `par•• t'.1:!!�•rS r SAND TRIM COLOR FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORI'LAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C 1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C 1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) JUN 0 8 2020 'e ® c1�s4i, r No • tk e.. ION t/llltil1110 cc W ujzo= O. >- I- >ccao W =) 0 -- (1)UWw a�WF- F- Y Q I- Z '6LLOOCA Z Z z F- Z Ci J Q 2 J LLI CL = cr CL �u)p0U =zLLC/J Qzo r Q N 0 Q o O � g, a Q Q ® rI� VJ ® z 0 j� V 1 w W z w W x cu U) m< w z w 0 x w x V l Z O a ze tn W Uw o !� tn [a wz �aaaa i COMMUNITY; LINKS @ CALUSA SPRINGS PLAN # 6100 RELEASED: 5115/20 SHEET A2. I 5:12 0 LEFT ELEVATION SCALE: 1/4"=1'-0" RIGHT ELEVATION SCALE: 1 /4"=1'-0" 12 5 12 15 12 :7-----J]5 5:12 0 ROOF SHINGLES PER COMMUNITY SPECS. .1 '-0" ROOF SHINGLES PER COMMUNITY SPECS. PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH "•.�';^",::hc''a."2 ; •';`pax:`=�='�:c°r.•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 & C 1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C 1063 (CURRENT EDITION) JUN 0 8 2020 G. N . -0 1 o eNAL e II��114l I4101 W J _ WOO O >o QO W=C) � It U W 0 Lij Q W ~ 2 J cr Y 0 H z �WOOr) z z z ~ Z_ �JQ2.J ul cr �U) 0t_n ��-QZD Q N cc P Z H 0 0 0 4* j� V U) 0 1-i z. 00 0 0 wi i w w w w IL U) w< INN U) w w W x X c l Oct 0 U) ❑J L] U O U wz �<aaa COMMUNITY; LINKS @ CALUSA SPRINGS PLAN # 6100 RELEASED: 5/15/20 SHEET A2.2 0 ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 1891 SQ. FT. 908 SQ. IN. UPPER VENT 40% NET VENT MIN. 363 SQ. IN. UPPER VENT 50% NET VENT MAX. 454 SQ. IN. UPPER VENTS REQUIRED 48" TAMCO OFF -RIDGE VENT (138 SI NET FREE) 3 VENTS NET FREE AREA UPPER ROOF VENTING 414 SQ. IN. NET FREE AREA SOFFIT VENTING 494 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SQ. IN. / LF. 75 LF. NOTE: LOCATE RIDGE VENTS 2'-0" OFF ALL HIPS RIDGES OR VALLEYS, MIN., TYP. R806.2:THE MINIMUM NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. UNDERLAYMENT APPLICATIONS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905, TABLE R905.1.1 FOR ASPHALT SHINGLES REFERENCE TO SECTION R905.2 FOR TILE ROOFING REFERENCE TO SECTION R905.3 ROOF PLAN SCALE: 1/4"=1'-0" JUN 0 8 202D `,�i11691tff0f0i 0. No e * e w w wz0= O LLJzo >owCQO U c/)ww ❑ Q w =OTC>Q m It z F_ W z z W�a.2_j T_cr_ U) 0 Q �=zLLcn HQzo � o 00 . - r` �t Q� O � j 2 U 0i o ieeLi w Msr 44 w i� 1.�.1 3 U) z 0 - [ 0. U) w 0 U) Z O W o r � Z aaaaa COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 6100 RELEASED: 5/15/20 SHEET A3.1 C'3 z_ o= co W z J CL w U) w 2 H _z W 2 C7 OC w a O cr CL rr w O 0 z T.O. WDW ------ FIN_FLR_-------- 1 A-5.1 ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) i SCALE: 1 /4"=1'-0" 2 A-5.1 o�t-%c n"lAV'N r!o nr!o flf'%RARAI IKIIT\/ BUILDING SECTION I SCALE: 1/4"=1'-0" i� FTOM OF LINTEL "-4" A.F.F. JUN 0 8 2020 � F A N ° 9 e qq e � 8'O a A F eyJbZZ vw IY W } 2 � �0>-� >oWC¢0 W 0 f— U)UWw Q _W ~ _ J x It �LL00co z z z F Z_ �-i¢2-1 awC- =cca cn000 02Zu-U) �F-¢z0 00 Q o O H Q ® Z o ® u w rn VJ w Z w �" Q cn i M•■•1 LLI x X r M ) 0 H a. ER U) w to Z O w I_ d v7 � � Z aaaaa COMMUNITY; LINKS @ CALUSA SPRINGS PLAN # 6100 RELEASED: 5/15/20 SHEET A5 • 1 nr ; SEE SOFFIT AT RAKE (BEYOND) ROOF PLAN REFER TO PLANS M :_v FINISH PER PLAN 7/8 STUCCO OVER LATH W/ 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) BENT METAL FLASHING REFER TO "L" FLASHING DETAIL 2X LEDGER BOARD TOP OF C.M.U. (REFER TO ELEV.) INSULATION AS I _ 2X ALUM WRAPPED FASCIA PER SPECS. BD. w/ALUM DRIP EDGE PRE-ENGINEERED SOFFIT AS PER SPECS. GABLE END ROOF TRUSS - REFER TO HURRICANE STRAP EACH END OF STRUCTURALS TRUSS - REFER TO STRUCTURAL 1/2" (MIN.) CLG. BD. MASONRY LINTEL, SEE STRUCTURALS TYP. HIPPED PENT ROOF DETAIL SCALE: 1/2" = 1'-0" ROOF SHINGLES OVER 12 15# ROOFING FELT SEE ROOF PRE-ENGINEERED ROOF PLAN INSULATION PER COMMUNITY SPEC. SEE ENERGY CALCS. 1/2" (MIN.) CLG. BD. 1 x 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 1x2 PT. FURRING @ 24" O.C. BASE BOARD TRUSSES AT TYP. 24 O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. TOP OF C.M.U. (REFER TO ELEV.) I SEE n 2x6 ALUM WRAPPED FASCIA BD. W/ALUM DRIP EDGE. SOFFIT PER SPECS SEE STRUCTURAL PLAN PRECAST WIN. SILL f PE GRADE AWAY M HOUSE 0'-01, FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. 1—STORY WALL @ WINDOW 1 /2" = V-0" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS GYPSUM PROVIDE 2X4 FRAMED GYPSUM BOARD z g BOARD ENCLOSURE FOR ELECTRICAL PANEL, FINISH W/ 3 1 /2 w GARAGE °- " GYPSUM BOARD z'GYPSUM BOARD NICHE FOR ELECTRIC METER , ELECTRICAL LOCATION - SEE PANEL & PLANS. VERIFY WIRING INSTALLATION IN N FIELD ELECTRICAL M STUCCO FINISH PANEL ELECTRICAL PANEL CV EXTERIOR CMU BLOCK EXTERIOR CMU BLOCK WALL WALL �t CONCRETE CONCRETE CURB REFER CURB REFER TO PLANS TO PLANS CONCRETE SLAB ON �,< GRADE GRADE AT GARAGE I rLwa ELECTRICAL PANEL NICHE AT CMU BLOCK WALL 1-STORY - MASONRY WALL 12 SEE ROOF PLAN I I �I 1/2" (MIN.) ------ CLG. BD. (8" TYPE 'X' GYP. BD. TO BE PROVIDED WHEN LIVING SPACE IS ABOVE GARAGE) GARAGE SLAB, 4„ SEE STRUCTURAL PLANS SLOPE o co WALL SECTION SCALE: 1/2" = V-0" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS T.O. M I I I I r I I I I I I I L-----J Q d M w 0- I I I I I I I I I I I I I IE: I I I I I I I N , CV - N co —ILI LIE ----- �lt 1' 0" X, V-6" ROOF SHINGLES OVER 15# ROOFING FELT PRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END TRUSS - REFER TO STRUCTURAL. AL TOP OF C.M.U. (REFER TO ELEV.) SEE 2x6 ALUM WRAPPED FASCIA ELEV. BD. WALUM DRIP EDGE. SOFFIT PER SPECS \"— SEE STRUCTURAL PLAN CMU BLOCK W/ CEMENTITIOUS FINISH (BEYOND) EXPANSION JOINT DRIVEWAY PER COMMUNITY SPECS 0'-01, SLOPE FIN. FL. -----FOUNDATION PER STRUCTURAL DRAWINGS GARAGE DOOR NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION 'JUN 0 8 2020 G.®/z �® ® 8 m e ® w ® � 6 p � Pg� ' b ® .n P � m W �O>f— i- >oCQO WC)1- U) :> <C�WH 2 Q F- > cc cr- cc Y 0 H z 06u-00U Z 4z z � ~ Z_ J U) J WO-2cr-LL U p 0 U �2ZLL(_n zco c� g N c O 0 O z Q 0 0 0 4* j� V 0 A� 0 z 0 0 ~ i �z w � U on" cL cn r� Vl oct Iii m w x X U "cc I O OC U) wl cn O d (n A zaaaaa COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 6100 RELEASED: 5/15I20 SHEET A*50.o'!93* WOOD SHEATHING 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) 8" THICK, 3 COAT CEMENT PLASTER METAL LATH LAP WRB & TAPE OVER ROOF/WALL SCREED 5X5 "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) ICE AND WATER SHIELD 15" VERTICAL AND 15" DOWN ROOF CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF CEMENT SHINGLE ROOFING "L" FLASHING SCALE: N.T.S. 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 E 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 �v -\2' SHINGLE ROOFING FASCIA WRAP DRIP EDGE: OVERLAP 3", EXTEND BELOW SHEATHING, MECH. FASTEN 4" O.C. MAX. KICKOUT DETAIL STEP 1 FOLE 0 FOLD @ FOLD INWARD @ PT. A STEP 3 0 FOLD @ 770 FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C STEP 2 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 0 FOLD INWARD @ PT. A CREASE @ PT. B STEP 4 WATERTIGHT SEAL. FOLD. DO NOT CUT. BOTTOM FLANGE.JUN 0 8 2020 FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C FOLD PT. C OVER PT. B TILL PT. C TOUCHES BOTTOM FLANGE IY W LLJ 3 D >_ H >oCQO W 0 H UULuLu QW�. _ J > �LL00w zzzFzz u J Q 2 -1WG-2frCL U)a0 _3U) 2 I- Q Z 0 ^ Q n �y N O O �Q Q u ca o 0 Oj o w w m Wloct w w W x U) 0 a iR tnn W rn zw A v_�i �z QQ COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 6100 RELEASED: 5/15/20 SHEET wp i Z JJ Z O J Z A x D T A Z Z Q Z z z Q z A J D r z z A T Q :q z T :A Z g A n li ri z Q r n z ii n z n r r D r L r A L D z 2" PVC CONDUIT 2-2/0 COPPER 1-1/0 COPPER O OR 2-4/0 ALUMINUM 150 AMP 42 METER 1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT #4 COPPER OR ALUM. IBREAKER PVC 1/2" PVC CONCRETE ENCASED GROUNDED ELECTRODE ELECTRICAL RISER DIAGRAM NOT TO SCALE 3-BULB A/C DISCONNECT FIRST FLOOR ELECTRICAL PLAN SCALE: 1 /4"=1'-0" IRRIGATION TIMER ELECTRICAL KEY I& DUPLEX CONVENIENCE OUTLET �&wl WEATHERPROOF DUPLEX OUTLET F GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET WALL SWITCH 3 THREE-WAY SWITCH 4 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 16 FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION 0 CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) COMBINATION SMOKE / CO2 DETECTOR So SMOKE DETECTOR f4 TELEPHONE (OPTIONAL) Q TELEVISION (OPTIONAL) ELECTRIC METER Am ELECTRIC PANEL — DISCONNECT SWITCH Q JUNCTION BOX STANDARD ELECTRICAL LINE NOTES: 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AND ARC FAULT CIRCUIT INTERRUPTERS (AFCI) PER 2014 NEC 210.12 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR: SWITCHES ........... 42" OUTLETS.............14" ABOVE COUNTER OUTLETS ...... 46" TELEPHONE ......... 14" TELEVISION .......... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. OUTLET AND LIGHTING RECEPTACLES FOR ALL DWELLING ROOMS, WITH THE EXCEPTION OF KITCHENS, BATHROOMS, AND GARAGES, SHALL REQUIRE AFCI PROTECTION. S. 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. IY W �- _ C W Z 0 X wLuz0 W IY Q 0 (qUW W < Lu J (A W W m a. w IY OZ5LL00W w—j¢2z tL = _3Uo0v Z = Z U- U) �I-QZ❑ .� 03 Q N Z H r� V 0 z j 0C 0 0 j 0 IL U w (A EL ~ u in oct 1•1s1 j w w m w Z O IL 0= in W U Z Od w mZ aaaaa COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 6100 RELEASED: 5/15/20 SHEET Elel n w U) w TN T N SLAB PENETRATION PLAN W cc �z0= O } >c a0 W Z) �v wo Q = w H _ 1 J cc cr- it Y01-z oU-00uj zzzI- z WC_cra _3Up0U �2zwcn �F-QZ� Q� N R P V O g Z H j� V ® 0 I 0 L i� w O I w w x I "Mmo co j� V l m< w U) w x X V ) O P a ZE U in W U Zw oa rna o`''cz aQQQd COMMUNITY; LINKS @ CALUSA SPRINGS PLAN # 6100 RELEASED: 5/15/20 SHEET p 1 1 0 MASONRY LINTEL ASSEMBLIES 5EE 56HEOULE AND 5PECIFIGATION5 FOR ADD'L INFO _ _ GROUT -- - = 6RM - '` BOTTOM REINF. PREGA5T LINTEL w/ EMBEDDED REINF. PREGA5T LINTEL W EMBEDDED REINF. MB-I MB-2 m� v TOP REINF. OR GONT. = GONT. BOND BEAM ---` BOND BEAM REINF. = REIN. A5 REOV - = GROUT = ' - _ 6RM BOTTOM REIN. BOTTOM REINF. --- PREGA5T LINTEL W PREGA5T LINTEL w/jff EMBEDDED REIN. EMBEDDED REIN. � ? MB-3 MB-4 MASONRY LINTEL DETAILS REINFORCEMENT MARK DESIGNATION TOP BOTTOM 5HEAR REINFORCEMENT MB-I 8F8-OB/OT ----- ----- MB-2 SF8-I13/OT ----- (1) #5 MB-3 8FI6-IB/IT (I) #5 (1) #5 MB-4 8RFI4-I6 ----- ----- APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT5 GONGRETE. NOTE5: I. ALL LINTELS W 5PAN5 6REATER THAN 14'-O" SHALL BE PRESTRESSED. 2. 5HORE FILLED LINTELS A5 REQURIED. 3. ALL LINTELS 5HALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT SHALL BE 6RADE 60, fy=60 k5I (b. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW SHEET L 15T INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.3 ROOF FRAMIN6 PLAN 5D-I FOUNDATION DETAILS 5D-2 STRUCTURAL DETAILS PB513-1 STRUCTURAL DETAILS GENERAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BASED ON 6th EDITION (2011) FLORIDA BUILDING CODE. • FOOTIN6 DESIGN - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE SOIL BEARIN6 CAPACITY OF 1,500 PSF. • ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT W/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALLS TO SLAB WITH)/4" DIA. x 23/4" LONG TAPGON5 @ 32" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY CORROSION-RE515TANGE COMPATIBILITY OF HARDWARE d FASTENERS IN CONTACT N/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER $ HARDWARE SUPPLIERS TO GOORD. • CONCRETE DESIGN BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE STRENGTHS IN 28 DAYS, U.N.O.: f'c = 2,500 psi: ....... FOOTINGS 2,500 psi:....... SLABS ON 6RADE (INTERIOR i EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LESS THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FINISH GRADE. • FOOTIN65 AND SLABS ON 6RADE SHALL BEAR ON VIR61N SOIL OR q59 COMPACTED FILL. • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT DI5GONTINUOU5 END OF REINF. • 6ROUT SHALL BE A5TM G47(9 F'c=3000 P51 N/ MAX 3/6" AGGREGATE • CONCRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM COMPRESSIVE STREN6TH OF 1100 PSI (F'M = 1500 PSI). ALL MORTAR SHALL BE A5TM G270, TYPE 5. GMU DESIGN BASED ON AGI 530/530.1 • REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL ED BE REINFORCED N/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTING DOWEL. • GROUT 50LID ALL REINFORCED GMU GELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" GONT. FULL LEN6TH OF WALL N/ (1) #5 BAR CONT. (TYP. @ EXT. PERIMETER) • PROVIDE (1) #5 BAR 6ROUTED 50LID ON EACH 51DE OF ALL MASONRY OPENIN65 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 MASONRY 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 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 BE)/4 OF THE DEPTH OF THE SLAB (I" FOR A 4" SLAB) • JOINTS SHALL BE LOCATED @ 12-0" O.G. (RECOMMENDED) OR 15'-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE A5 CL05E TO SQUARES A5 POSSIBLE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SPEC I P I CATI ON5 (TYP. U.N.O.) DESCRIPTION OF BLD6. ELEMENT 3"x0.131" NAILS 3"x0.120" NAILS JOIST TO SOLE PLATE (3) TOENAILS (3) TOENAILS* 50LE PLATE TO J015TBLK'6. (3) NAILS @ 4" O.C. (3) NAILS @ 4" o.c. STUD TO 50LE PLATE (2) TOENAILS (3) TOENAILS` TOP OR 50LE PLATE TO STUD 2) NAILS 3 NAILS RIM TO TOP PLATE TOENAILS @ 8" o.c. TOENAILS @ 6" o.c.* BLK'6. BTWN. JOISTS TO TOP PL. (3) TOENAILS (3) TOENAIL5* 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 SPLICE q) NAIL5 IN LAPPED AREA II) NAILS IN LAPPED AREA TOP PLATE LAP @ CORNERS 4 INTER5ECTIN6 WALLS (2) NAILS (2) NAILS 2y2"x0.113 IS AN AGGEPTABLE ALTERNATIVE TO A 3" x0.120", SAME SPAGIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE ARE SHOWN) S TH15 MODEL HAS BEEN DESIGNED IN AGGORDANGE WITH THE 6th EDITION (20M FLORIDA BUILDING GODS (5EGTI ON 160q) LITERAL DE516N REQUIREMENTS FOR THE FOLLOWIN6 WIND SPEED EXP05URE ONLY: 140 MPH - EXP. B HIND IMPORTANCE FACTOR = 1.0 INTERNAL F'RE55URE COEFFICIENT = ENCLOSED, +/- 0.18 ANY WIND SPEED/EXPOSURE NOT LISTED HERE REQUIRES FORMAL EVALUATION APPROVAL FROM MULHERN I KULP STRUCTURAL ENGINEERING. EXTERIOR 4 SHEAR WALL SHEATH I NG SPEC I P I CAT I ON5 INDICATES LOCATION AND EXTENT OF 5HEARWALL WHIGH REGUIRE5 5HEATHIN6 AND/ OR FASTENING SPECIFICATIONS BEYOND THAT OF STANDARD CONSTRUCTION SYMBOL SHEAR PANEL SPEC. 15/32" PLYWOOD OR 05B FASTENED W PI 2/12"xO.131" NAILS @ 6" o.G. ALONG PANEL ED&E5 AND 12" o.c. IN THE PANEL FIELD. 15/32" PLYWOOD OR 05B FASTENED W P3 �2"x0.131" NAILS @ 3" o.G. ALONG PANEL ED6E5 AND 12" o.c. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALLS N/ 15/32" PLYWOOD OR 05B FASTENED N/ 2'2"x0.131" NAILS @ 6" O.G. AT ALL PANEL E06E5 AND @ 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL ED6ES SHALL OCCUR OVER FRAMIN6 OR 2X BLOGKIN6 5HALL BE PROVIDED TO SUPPORT PANEL ED6E AND FASTEN I N6 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 T06ETHER N/ 5Y2"xO.131" NAILS @ 16"o.c. USE (8) 31V2"xO.131" NAILS @ EA. LAP SPLICE. (TYP. U.N.O.) 4. LATERAL ANALYSIS ASSUMES ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALL5 ARE CONTINUOUS SHEATHED ABOVE AND BELOW OFE-NIN65. 5. SEE ARCHITECTURAL DRAWINGS FOR ADD'L WALL CONSTRUCTION REQUIREMENTS. 6. ALL EXTERIOR WALLS ARE GON5IDERED 5HEARWALL5. 1. WHERE PANELS ARE APPLIED TO BOTH FAGE5 OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMIN6 MEMBERS. 8. A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENIN65 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LONG A5 THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 EDGE NAILIN6 REQUIRED AND OCCUR 16" MINIMUM FROM THE ENDS OF THE 5HEARWALL. Window $ Door Allowable Wind Fre55ure5 40 MPH Wind Zone Ex o5ure B OPENIN6 SIZE INTERIOR ZONES END ZONES 8' Garage Door +18.5 PSF/-20.1 P5F +18.5 P5F/-20.1 P5F 16Garage Door +17.7 PSF/-Iq.7 PSF +11.1 PSF/-1q.7 PSF 10 SOFT. +21.2 P5F/-22.1 P5F +21 A P5F/-28.3 P5F 20 SOFT. +20.2 PSF/-22.0 P5F +20.2 P5F/-26.4 PSF 50 SOFT. +I1.0 P5F/-20.8 PSF +I1.0 P5F/-23.1 P5F 100 5QFT +18.0 P5F/-I1.B PSF +18.0 P5F/-22.0 PSF 500 SOFT. +15.8 P5F/-17.6 P5F +15.8 PSI=/-17.6 PSF End Zone is defined o5 the smaller of 10% of least horiz. dim. or 40% of mean roof height. NOTE: Pressures charted here are allowable pressures and have been reduced per ASGE 1-10 Section 2.4.1 from ultimate pressures. Divide allowable pressures above by a factor of 0.6 to obtain ultimate pressures. ROOF FRAMIN6 • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 7/Ib" MIN. 05B/PLYW00D 5HEATHIN6 24/6 EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS N/ 2 3/8"x0.113" RING SHANK NAILS (R5R5-01 OR EQUIV.) @ 6" O.G. AT PANEL EDOE5 ® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END i DRA6 TRUSSES N/ RIN6 SHANK NAILS @ 3" O.C. (U.N.O.). PROVIDE BLOCKING ALONG PANEL EDGES AT FIRST 2 TRUSS BAYS FROM 6ABLE END. PROVIDE u Hu STYLE CLIPS ALONG UNSUPPORTED EDGES. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW N/ 51MP50N VTCR CLIPS @ 24" O.G. • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRUSS MANUFAGTURER, UNLE55 OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER WTGA $ TPI'5 13651 1 GUIDE TO 600D PRACTICE FOR HANDLIN6, IN5TALLIN6 8 BRACING OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRUSS SHOP DW65. SHALL BE SUBMITTED TO ARCH $ ENO. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH $ SHORT SPAN ROOF TRU55E5 N/ 2x4 LED6ER FASTENED TO FRAMING N/(2) 3"x0.131" NAILS @ 16" O.G. UPLIFT CONNECTOR5 BEARING CONDITION TRU55 CONNECTOR LENGTH < 15' 51MP50N H2.5T SINGLE ROOF TRU55 BEARIN6 ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRUSS BEARIN6 ON WOOD STUD WALL/WOOD BEAM ALL SIMPSON HT520 SINGLE ROOF TRU55 OR PORCH ALL SIMP50N HETA16 BEAM BEARIN6 ON GMU WALL ROOF G.T., FLUSH BEAM OR ALL (2) SIMPSON HETAIb FLUSH G.T. BR6, ON GMU WALL ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR AS LISTED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DES16N STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-7-I0. ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWING SHALL SUPERSEDE THE TRUSS MANUFACTURER'S UPLIFT CONNECTOR 5PECIFIGATION5 AND LOADS SHOWN ON THE SHOP CARDS. LEGEND • ® INTERIOR 13EARIN6 WALL • - - - BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL I: :I EXTENT OF OVERFRAMIN6 L•___J �.......... ..... ........... —INDICATES 1/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HAN6ER INDICATES POST ABOVE. PROVIDE SOLID BLOGKIN6 UNDER P05T OR JAMB ABOVE. GENERAL STRUCTURAL NOTES • DESIGN 15 BASED ON 6th EDITION (2011) FLORIDA BUILDING CODE. • WOOD FRAME EN&INEERIN6 15 BASED ON NDS, "NATIONAL DE516N SPECIFICATION FOR WOOD CONSTRUCTION" -LATEST EDITION. DE516N LOADS: ROOF LIVE = 20 P5F DEAD = 7 P5F T.G., IO P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE 40 P5F (INGLUDIN6 STAIRS $ DECKS) = 30 P5F @ SLEEPIN6 AREAS = 50 P5F @ 6ARA6E = 200 # POINT LOAD @ GUAR05/HANDRAILS = 50 P5F @ GUARD IN -FILL COMPONENTS DEAD = 10 PSF (20 PSF TOTAL @ TILE) WIND ULTIMATE WIND SPEED $ EXP09JRE A5 LISTED RISK GATE6ORY II GENERAL FRAMIN6 • EXTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x 5PF#2 OR 5YP#2 @ lb" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARIN6 WALL5 SHALL BE 2x 5PF OR 5YP 'STUD' GRADE LUMBER @ 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS) • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x '5TUD' 6RADE MEMBERS 5PAGED @ 16" O.G. (MAX.). • ALL NON-BEARIN6 INTERIOR STUD WALL5 5HALL BE CONSTRUCTED WITH 2x '5TUD' GRADE MEMBERS SPACED @ 24" O.G. (MAX.). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD d (1)2x KING STUD, MINIMUM. - THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK 5TUD5 REQUIRED, U.N.O.. • ALL HEADER5, BEAMS $ OTHER STRUCTURAL MEMBERS SHALL BE SPRUCE -PINE -FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS t HEADERS W/ 3-ROW5 OF 3"x0.131" NAILS @ 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FAGE5 @ 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 2x8 MEMBERS. • FACE NAIL BUILT UP 2x POSTS W/ 3"x0.131" NAILS @ 16" O.G. STA66ERED. APPLY NAILIN6 FROM BOTH FACES @ 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL GONNECTION5 (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALLS N/ 7/16" OSB FASTENED N/ 2y2"xO.131" NAILS @ (9" O.G. @ EDGES 4 12" O.G. @ CENTER FIELD. PROVIDE HORIZONTAL 2x 13LOGKING AT ALL UNSUPPORTED PANEL EDGES. TYPICAL U.N.O. ON THE PLANS. • PROVIDE SOLID BLOCKING IN FLOOR SYSTEM UNDER ALL POSTS CONTINUOUS TO FOUNDATION/BEARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=I.55x10A6 psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.0x10"6 psi . FOR 2 $ 3 PLY BEAM5 OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROWS OF 3"0.131" NAILS @ 8" OIG OR 2 ROWSY4"x3Y2" 51MP50N 505 5GREW5 (OR 3)2" TRUS5LOK 5GREW5) @ 16" O/G. USE A MINIMUM OF 3 ROWS FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP $ BOTTOM NAIL5/56REW5 2" FROM ED6E. SOLID 3y2" OR 5)/4" BEAMS ARE ACCEPTABLE. USE 2 ROWS OF NAILS FOR 2x6 $ 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROWS OFY4"xb" 51MP50N SDS 5GREW5 (OR b 3/4" TRU55LOK 5GREW5) @ 16" 0/6. USE A MINIMUM OF 4 ROWS FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FASTENIN6 AT BOTH FACES (ONE 51DE ONLY FOR TRU5SLOK 5GREW5), LOCATE TOP AND BOTTOM 5GREW5 2" FROM E06E. A SOLID 7" BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL STUDS IN CONTACT N/ GMU WALLS SHALL BE PRESERVATIVE TREATED AND FASTENED N/y4" DIA. X 4" LONG TAPCONS @ 24" O.G. FLOOR FRAMIN6 • I-JOI5T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY I-JO15T /TRU55 MANUFACTURER; UNLESS OTHERWISE NOTED. • I-JOIST/TRUSS SHOP DW65. SHALL BE SUBMITTED TO ARCH, 4 ENO. 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 WOES, FASTEN 5HEATHIN6 TO FRAMIN6 MEMBERS W/ 6LUE AND 3"0.131" NAILS @ 6" O.G. AT PANEL EDGES t 12" O.G. AT INTERMEDIATE SUPPORTS. TYPICAL STAIR GON5TRUGTION NOTES (3) 51N6LE PLY 2x12 5TRIN&ER5 FASTENED TO HEADER AT TOP OR LANDIN6, WHERE APPLICABLE, AND 2xb P.T. PLATE AT BOTTOM N/ (1) SIMP50N A35 CLIP AT EACH 5TRIN6ER. FASTEN 2x6 P.T. PLATE TO CONCRETE SLAB N/ (3) 3/b" DIA. x 3 y2" LON6 TAPGONS. • FASTEN END 5TRIN6ER5 TO ADJACENT WALLS N/ (2) 3"4.131" 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: • No e ® a. �• F t� © copyrightei�I��Lr&�_e14L s64 ... ETgTfj'�rtg. c. am z Z ..J w w z c C'Jcm Z w a a rr .a = A t it =� CC c ~ UJ -n m E a z a' ,A a� o mi o0 W Y c9 2co) cn Lh W CM - N 47 �+ M is M&K project number: 068-200 1 1 project mgr: drawn by: issue date: NJM KGK 04-17-20 REVISIONS: date: initial: sheet: Q 0 I.L z Q� U W U� 0 Z J J .. ,�..M. JUN 0 8 20?0 0 0 r- I 0 N 35'-0" 31'2" GONG. SLAB ON 6RADE (2500 P51 MIN.) w/ 6x6-W1.4xW1.4 MESH OR FIBER MESH ON q5% COMPACTED FILL OR VIR61N 501L. HVAG 2 2 5D-I SD -I 5D-1 5D-I UNIT 3 %2" STEP 10 1-211 I-211 181-g II I I � i • I 5.6.D. REGE55 PER I MANUFACTURERS INSTRUCTION I 1 I I •I I ! I s � • I NOTE:. REFER TO BLOGK I PLAN FOR ALL DOWEL LOCATION DIMENSIONS. . I I I s ( 2 I I � � I • i I I i I •I I 1''-0" 7 18I_0il 5D-I =----32�� STEP-?— -----� • 3 2" 5TE W I 4 I I 5D-I I 6ARA6E SLAB: I — — — — — I 3 Y2" GONG. SLAB ON GRADE (2500 PSI MIN.) W 6x6-W1.4xNI.4 I ' • I MESH OR FIBER MESH OVER 6 • — — I MIL. POLY ON "15% GOMPAGTED _vi2 I FILL OR VIRGIN SOIL. 5D-I I LU 5D-I I � L-------�--- ----J •• •• 0 2 SD-1 5 5D- • • s m 0 N 0 0 r-- 5LAE3 PLAN LEGEND • ® INTERIOR BEARING WALL • = _ _ = BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL EXTENT OF OVERERAMIN6 • .ri....u. -INDICATES 1/8"A" SAW CUT CONTROL JOINT I INDIGATE5 LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HANGER INDICATE5 P05T ABOVE. PROVIDE SOLID BLOGKIN6 UNDER POST OR JAMB ABOVE. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES $ SCHEDULES MMMMMT . seal: �� �P� GNo ji FZ",© /No copyrightfMU�FI%��4 Structural Engineering, Inc. z z �L w w �z o �Z z a w a CD Q z = Q o U UJ 3Q > A .�~ Z (vo no op W Y y m` Lb W Co N M a M&K project number 068-2001 1 project mgr: NJ M drawn by: KG K issue date: 04-17-20 F ISIONS: e: initial: Cz 1~ CZ q, O J W 0 Z W d � UJ m T J(P < sheet: Q 0 LL W z a W d U. < 0 Z J J o 35'-0" s SCALE: 1/4"= I'-O" (22x34 SHEET) SCALE: I/S"=1'-0" (IlxI1 SHEET) Foo i $ 0 JON 0 i o 35'-0" el el las 1 0 I fi- i t- I T- BLOCK PLAN SCALE: 1/4"= I'-0" (:M34 SHEET) SCALE: I/8"=1'-0" (110 SHEET) LEGEND • INTERIOR BEARIN6 WALL • _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL • I:::::::::I EXTENT OF OVERFRAMIN6 •. sm � INDICATES 1/8" A" SAW GUT CONTROL JOINT INDICATE5 LOCATION OF REINEORGED GMU GORE El (SEE NOTES) J L METAL HANGER INDICATES POST ABOVE. PROVIDE SOLID BLOGKIN6 UNDER POST OR JAMB ABOVE. MASONRY LINTEL DETA I L5 REINFORCEMENT MARK DE516NATION TOP BOTTOM 5HEAR REINFORCEMENT MB-I 8F8-OB/OT ----- ----- MB-2 8F8-IB/OT ----- (1) #5 MB-3 8FI6-I13/IT (1) #5 (I) #5 MB-4 8RFI4-IB ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S GONGRETE. NOTES: I. ALL LINTEL5 w/ 5PAN5 6REATER THAN 14'-O" SHALL BE PRESTRESSED. 2. SHORE FILLED LINTELS AS REOURIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRESTRESSED LINTELS. 5. ALL REINFORGEMENT SHALL BE 6RADE 60, fy=60 k5i 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REG2UIRED BY DE516N. 1. ALL LINTEL5 ARE TO BE LOCATED DIREGTLY ABOVE THE OPENING BELOW MA50NR'' LINTEL A55EMSL I E5 SEE 5GHEDULE AND 5FEGIFIGATION5 FOR ADD'L INFO _ 6ROUf _ - 6ROUi BOTTOM REINF. PREGA5T LINTEL w/ PREGAST LINTEL w/ EMBEDDED REINF. EMBEDDED REINF. W MB-1 MB-2 m� v TOP REINF. OR GONT. GONT. BOND BEAM BOND BEAM REINF. REINF. A5 REQ'D GROUT _`� GROUT BOTTOM REINF. BOTTOM REINF. ztz M�PRECA5T LINTEL w/ PREGA5T LINTEL w/ W EMBEDDED REINF. EMBEDDED REINF. A N MB-3 MB-4 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES � SCHEDULES seal �0111111)1111 , ® ; No !' a c o ',,'►� ,�, © copfit AW'&t1lLA, t Str 'drA1 EQn'eednq, Inc. a cm Z J FC w w Z z z W J Q Z Cx-_ I— U W In C/7 3 J MJH .Z W G y W 0 0 Cn Q Q A Q. c C m M j m E > A Q b o Y Ca o c9 m LO 0 N M Q. M&K project number: 068-2001 1 project mgr. N J � j[ drawn by: KG K issue date: 04-1 7-20 REVISIONS: date: initial: d [a a O J LL Ii1 C6 f] z Z � J 0 0� CL w co UJ a J O U�? � z J J sheet: Flo2.0 JUN 0 8 20-20 z O 0 i T—' iz �n W H O 0 0 LEGEND • ® INTERIOR BEARING WALL • c = _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • s LOCATION AND EXTENT OF SHEARNALL r.— .-, L._ _. 1 EXTENT OF OVERFRAMIN6 INDICATES 1/811xI" 5AN CUT CONTROL .JOINT ro INDICATES LOGATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HAN6ER INDICATES P05T ABOVE. PROVIDE 50LID 13LOCKIN6 UNDER P05T OR JAMB ABOVE. ROOF FRAMING PLAN SCALE: 1/4"= I'-0" (22x34 SHEET) VALE: I/S"=1'-0" (IIxl1 SHEET) ROOD �Rfi�MIN6 seal; �����9tt111a1// o • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOFNo TRU55 GONNEGTORS, == • ROOF 5HEATHIN6 SHALL BE 7/Ib" MIN. 05B/PLYWOOD SHEATHING 24/6 ® e e, '' 'e .e EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 %3"x0.1I3" � a C �� • RIN6 SHANK NAILS (R5R5-01 OR EGUIV) @ 6" O.G. AT PANEL E06E5 4 h @ 6" O.G. IN FIELD, FASTEN 5HEATHIN6 TO 6ABLE END $ DRA6 © copyrigiiC' c�� Str rk�rie�ng, Inc. TRUSSES w/ RIN6 SHANK NAILS @ 3 O.G. (U.N.O.). PROVIDE BLOGKIN6 A ALON6 PANEL ED6E5 AT FIRST 2 TRUSS BAYS FROM 6A13LE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGES. li Z w • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. z o • TRUSS ALL VALLEY SETS. FASTEN EACH TO TRU55 BELON w/ m i z 51MP50N VTGR GLIP5 ® 24" O.G. w °- • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRUSS Q CD ¢ o MANUFACTURER, UNLESS OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRUSSES PER WTCA $ TPI'5 13651 1 H AC� = t "6UIDE TO 600D PRACTICE FOR HANDLIN6, INSTALLING 4 BRAGIN6 a m OF METAL PLATE CONNECTED WOOD TRU55E5. UJ cr3 m E • ROOF TRUSS SHOP DN65. SHALL BE SUBMITTED TO ARCH $ EN6. Q I FOR REVIEN AND APPROVAL PRIOR TO FABRICATION OR DELIVERY, CD • SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LED6ER LU W C? 'idcc FASTENED TO FRAMING w/(2) 3" x0.131" NAILS @ 16" O.G. -0- 0-0- 0CO y m L6 W C � M Q UPL 11=T GONNEGTORB BEARING CONDITION TRUSS CONNECTOR LENGTH < 15' 51MP50N H2.5T SIN6LE ROOF TRUSS BEARING ON > 15' 51MP50N HIOA WOOD STUD NALL/NOOD BEAM ROOF 61RDER TRU55 BEARIN6 ON ALL 51MP50N HT520 WOOD STUD WALL/WOOD BEAM 51N6LE ROOF TRUSS OR PORCH ALL SIMPSON HETA16 BEAM BEARIN6 ON GMU WALL ROOF G.T., FLUSH BEAM OR ALL (2) 51MPSON HETA16 FLUSH 6.T. BR6, ON GMU WALL ALL 13EARIN6 POINTS OF EACH ROOF TRUSS SHALL BE CONNECTED WITH CONNECTOR AS LISTED ABOVE. IT IS THE RESPONSIBILITY OF THE EN61NEER OF RECORD TO DES16N THE UPLIFT CONNECTORS PER SECTION 2.2 OF ANSI/TPI-2014 "NATIONAL DESIGN STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRUSS UPLIFT GONNEGTOR5 IN ACCORDANCE KITH THE REQUIREMENTS OF ASGE-1-10. ALL UPLIFT GONNEGTORS AND LOADS PER THIS DRAWIN6 SHALL SUPERSEDE THE TRUSS MANUFACTURER'S UPLIFT CONNECTOR SPECIFICATIONS AND LOADS 5HONN ON THE SHOP CARDS. I M&K project number: 068-2001 1 project mgr: N J M drawn by: KG K issue date: 04- `I 7-20 REVISIONS: date: initial, REFER TO 5-0.0 FOR TYPICAL 5TRUGTURAL NOTE5 4 5GHEDULE5 Co Cz FILLED CELLS (SEE FLAW vn�nv� TOP VIEW @CORNER F -1 GONG. OR PAVER 6ARA6E WALL DRIVEWAY BEYOND 6ARA6E SLAB m �4" U (SEE PLAW a' d 16"x8" THICKEN! EDGE W/ (2) #5 CONT. THICKENED EV6E @ 6ARA6E DOOR DETAIL WAa: WS 8" GMU BLOCK (1) #5 VERT. FROM FT6. — TO BOND BEAM. LAP H/ FOUNDATION DOWEL MIN. 30" &ROUT CELL SOLIDI z_X (:Q) O &RAPE m o z ' `:Ei I I I v 8" WIDE GONT. GONG. CURB w 6ARA6E SLAB (SEE PLAN) ° a Ill-111-111 III-111-1 l 1= ° ° ° I I—III—II1=1II --� :..III -III -III - I 111i—(I) #5 DOWEL W/ 6" HOOK AT ALL VERT. HALL REINF. III —I 111—III — III I (SEE PLANS FOR LOGATIOW I �=III—III—III—I _ GLEAN COMPACTED FILL o 15% 1'-0" MONOLITHIC FOUNDATION STANDARD DENSITY MIN. W/ (2) #5 CONT. ON CHAIRS WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" GMU WALL SHOWN, FT6. SHALL BE 1'-4" WIDE W (2) #5 BARS �t��t&E CURB DET� I L 8 GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER %" FURR STRIPS MTL THRESHOLD -PER BUILDER SET IN SEALANT HOUSE SLAB (SEE PLAN) PORGH/PATIO/LANAI SLAB OR PAVERS (5EE PLAN5) _ PER MANUF. _III=1 I I I=111= 9 '—I 11=1—� III—i I 11=1 11=1 11=1 I I- ' —I 1=I m III I I °: d 11=1 11=1 I_I- m y 11=1 I— I I 1-1 III I I I I 1=1 I I —III III—_ ' �—III—III—III—I I —I' MONOLITHIC GLEAN COMPACTED III =l l �= I I FOUNDATION N/ (2) #5 FILL o q5% STANDARD I'-O" GONT. ON GHAIR5 DENSITY AND TERMITE MIN. TREATED WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" GMU NALL SHOWN, FT6_ SHALL BE 1'4' WIDE W (2) #5 BARS q EXTERIOR OUTMW I NG 4 56V POURED 5 I LL5 DETAIL sGAW: R 8" CHU (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP H/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL SOLID z� dJ O GRADE ' -1111111111�11 C) �11111n,11 R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) 1) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. 11 III III=111=111 _� (SEE PLANS FOR LOCATION) GLEAN COMPACTED I I I t I I I I I I I I I I I I I- FILL o 1536 [-oil MONOLITHIC FOUNDATION MIN STANDARD DENSITY I N. W/ (2) #5 GONT. ON CHAIRS WHERE 2141? STORY WALL OGGURS DIRECTLY ABOVE THE 8" GMU WALL 5HOWN, FT6. SHALL BE I'-4" WIDE w/ (2) #5 BARS TOOTING 5ECTION IN/BLOCK DETAIL WAM: WS 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL BEYOND OVER %" FURR STRIPS EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (SEE PLAN) PAVERS (SEE PLANS) <. d ° III —III —III —III Ill—_i11-111=111—III III —I III —I I I I —III —III —I I I- '—II- 1=1 m III I I I —I 11=1 11- 1=11— I 1-111- III III-111-''''— MONOLITHIC GLEAN COMPACTED 7III =I I �= I I' FOUNDATION H/ (2) #5 CONT. ON CHAIRS FILL o q5% STANDARD I -O DENSITY AND TERMITE MIN. TREATED WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 6" GMU WALL SHOWN, FT6. SHALL BE 1'-4" WIDE W (2) #5 BARS ENTRY DOOR OET�IL 8"x8" THICKENED LAB N/ (U #5-2 GON I . 3 THICKENED EV6E DETAIL sc,�.e: xrs 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP H/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL 50LID PORCH/PATIO/LANAI SLAB OR PAVERS (SEE PLAW � � I I �i EXP JOINT v m \NAI SLAB R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) 4 4.- I-111—_I d a ° I —III —I I II a°d —III—III—I II III=III=III= 1�{I) #5 DOWEL N/ 6" HOOK AT III=III- ALL VERT. WALL REINF. ' I III=III=III=1 III= (SEE PLANS FOR LOCATION) .I III —III —III I I GLEAN COMPACTED i—III-III— FILL o 15% MONOLITHIC FOUNDATION STANDARD DENSITY I -p H/ (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 WAW: W9 Y2" 6YP. BD. EA. 51DE OF 2x4'5 o 16" O.G. Y2" J-BOLTS 6" FROM EA. END OF WALL AND SPACE o 32" O.G. 2" L (6" MIN. EMBED) STUD PLATE TIES PER Q PT BOT. PLAN o STUD TOP $ > PLT. BOT. _ er ° d (2) #5'5 GONT. W/ J „ 3" MIN. CLEAR S 8 UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRIGANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON NALL5 NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. WALL NHIGH REQUIRE SUCH HARDWARE HILL BE SPECIFICALLY NOTED ON PLAN. &ARA6E STEP DONN DETAIL WAa: Wa 8" GMU (1) #5 VERT. FROM FT6. TO — BOND BEAM. LAP H/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL SOLID zX T_ Z �o O BADE 111=111=I I I=I I I= O GLEAN COMPACTED FILL o 15/116 R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) d q ' a °III —III. II —III STANDARD DENSITY MIN. WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" GMU WALL 5HONN, FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BARS S GH�SE DETA I L - PVG CHASE SLEEVE To BE TNIGE THE DIAMETER OF PROTECTED PIPE MONOLITHIC FOUNDATION W/ (2) #5 GONT. ON CHAIRS seal: No g o s CAP ply � A /1 [ © copy P 4111 1qrW enna. Inc. mzZ J °C w w Z o a" z Z w Q � J L Q x Q o A 1� U 'r �- W C :2Q) Cn m 'a > • J ~ z o go LU Y c6 y to m L6 W C N = CM C3- M&K project number: 068-2001 1 project mgr: NJ M drawn by: KG K issue date: 04-1 7-20 REVISIONS: date: initial: sheet: 0 O J w Ca Cf) 0 Z 0� w Q w J d U � Z r r U) z J J SDm 1 0 FASTEN ROOF SHEATHING TO FASCIA WITH 2 3/b"x0.113" RIN6 SHANK NAILS 6" O.G. J. LU wX 2x6 FA5G I A -SEE ARCH 5" GNU BOND BEAM N/ (1) #5 GONT. 8" REINF. GMU WALL - -5EE PLAN FOR VERT. 8 HORZ. REINF. SPECS ROOF TRUS -SEE PLAN (2)3 Y2"x0.131" 8" GMU BOND BEAM wi (1) #5 BARS GONT. 8" REINF. GNU WALL - -SEE PLAN FOR VERT. $ HORZ. REINF. 5PEG5 i SECTION PROVIDE SOLID SHIM BETW'N TRUSS CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS PROVIDE MOISTURE BARRIER PLATE (PER TRU55 MANUF) EACH TRUSS. VERT WALL REINF. TO EXTEND INTO BOND BEAM 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 &Hd To IF �N BY WINDON/DOOR MANUFACTURER NOTES I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF NINDON/DOOR, FASTEN BUCK TO MASONRY W/ (1) ROW OF W(,"x4" TAP6ON5 6" FROM ENDS AND 16' O.G. MAX. TAPCON5 TO BE I Y2" MIN. FROM E06E OF BUCK. 2. BUCKS LE55 THAN 2X TO BE FASTENED N/ GUT NAILS OR EQUIVALENT. STRUCTURAL CONNECTION OF NINDOW/DOOR TO STRUCTURE BY OTHERS IN TH15 CASE. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X BUCKED OPENING, USE (5) RON5 OF 3"xO.131" NAILS STAGGERED ® 12" O.G. EA. 5000E551VE BUCK. 4. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REOUIREMENT5 (FASTENING) ARE MET. 5. ADDITIONAL WOOD 6UGK MATERIAL MAY BE FASTENED TO 2X BUGK N/ (2) ROW5 OF 2 Y2"x0.131" NAILS ® 16' O.G. FASTEN WINDOW/DOOR TO 2X PER NINDOW/DOOR MANUFAGTURER'5 5PEG5. WINDOW/DOOR BUCK DETAIL SCALE: wry BOND -BEAM _.,__�GONTIN. PRECAST HEADER ------'- 8" GNU PIER ENTIRE COLUMN TO BE GROUT FILLED CA5T-GRETE GA5T-GRETE WINDOW SILL, WINDOW SILL, OR EOUIV. OR EOUIV. DOUBLE WINDOW Q�MA� ONR`I' PIER DETAIL Mrs TRIPLE WINDOW SIM. PROVIDE SOLID SHIM BETN'N TRUSS CONNECTOR IF TRUSS LOCATED LE55 THAN 1 Y2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF SHEATHING TO FASCIA WITH 2 %"xO.113" RING 5HANK NAILS @ 6" O.G. 2x6 FASCIA -5E[ ARCH REINF. MASONRY LINTEL/ BEAM - - SEE PLAN FOR 5PEGIFIGATIONS. 5EGTION 3 SCALE: 8�4"=r-0' VALLEY SET OVERFRAMING FASTEN EACH OVERFR TRUSS TO TRU55 BELOI WITH (1) 51MP50N VTGR 24" O.G. T1'P I CALL OVERT=RAM I NG CONNECTION DETAIL SCALE: N.T.S. RETR0r1T DETAIL SEE UPLIFT CONNECTOR 5GHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS CONNECT EACH END OF MASONRY LINTEL TO TOP OF PIER/ WALL N/ (1) #5 BENT DOWEL w/ 24" LEG5 ROOF SHEATHING ROOF TRU555 SEE DETAIL I ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT SHOWN HERE FASTEN EA. ROOF TRU55 TO GMU w/ 51MP50N M5TMI6 TWIST STRAP. FASTEN STRAP TO GMU H/ (4)Y4" DIA. x 2 Y4" LONG TITEN 56REN5 PROVIDE MOISTURE BARRIER PLATE (PER TRU55 MANUF) EACH TRUSS. PROVIDE 2x FLAT BLOCKING FIT TIGHT TO ROOF TRU55E5 ® EVERY OTHER BAY FASTENED TO GMU N/ (5) Y4" DIA. x 3 Y2" LONG TAPGON5. FASTEN BLOCKING TO ROOF TRU55E5 w/ (2) 3 Y4"xO.131" NAILS @ EA. END. ALL LAPS IN MA50NRY 25" RUNNING BAR #5 BENT CORNER BAR GROUTED CELL T1'P. CORNER VERT. HALL REIWORCINCG DETAIL WALE: NM 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. 3. FOLLOW MANUF. INSTALLATION INSTRUCTIONS. FUTURE 8" GMU BLOCK DRILL 6" INTO EX15T'6 IX SLAB, EPDXY 4 DRIVE #5 DOWEL, PROVIDE MIN. 30" LAP SPLICE I N) SEE TYP. FOUNDATION DETAILS FOR ADDITIONAL INFORMATION NOT SHOWN HERE GRADE u — 'IIIIIIIII�IIIIII �� IIIII #5 VERT. BAR TO BE LOCATED PER PLAN IN GROUTED CELL M 155ED DOWEL RETROP I T DETAIL SCALE: NT5 51M. s OW STEM FOR DROPPER 6RA>DE LETTERED DETAILS ARE TYPICAL FOR THI5 HOME � SHALL BE IMPLEMENTED IN ALL APPLIGABLE AREAS. THESE DETA I L5 ARE NOT "CUT" ON THE PLAN5. NUMBERED DETAILS ARE PLAN SPECIFIC AND ARE ONLY REGU I RED WHERE SPECIFICALLY INDIGATED ("GUT") ON THE PLAN5. seal: �\\q\tt i)//•f qp�'\\ cs G_ Fq? No�- ® 1 � B 1x gg� — o&1 1gee ZZ , !I © copyright SttrUcctu a enng, Inc. a. � Z CC w w Z o0 r- Z < � w L QCD < z .n0 U CU It = A -.4- �Q ai pC c a� cn q E Q WJ z �2o CP W Y co ocoo y m Ln LU C N CY7 a W project number: 068-200 1 1 project mgr: N J M drawn by: KG K issue date: 04-1 7-20 REVISIONS: date: initial: Q) d (n O J J LL ,Q H w Q (D W z 0CL w d � a UJ Q O z W � J J sheet: 5 %h Er t Ell 3 il