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HomeMy WebLinkAbout6927 Shelby Lynn WayF a 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/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 AF TM )VTjonlaTj COTiip�zriies 90 Matawan Road Matawan, NJ 07747 (732) 383-2200 ASHMERE ASPIRE ELEVATION "A" ZEPHYRHILLS, FL 33542 LOT 007 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 "A" 1 ST FLR/TOTAL A/C 1,464 SF ENTRY 33 SF GARAGE 385 SF LANAI 120 SF TOTAL UR 2,002 SF BUILDING DATA THESE PLANS HAVE BEEN PREPARED TO MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 6th Edition (2017) RESIDENTIAL w/ APPLICABLE SUPPLEMENTS OCCUPANCY: R3 BUILDING TYPE: VB SPRINKLED: NO DRAWING INDEX CS1 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 W P 1 WATERPROOFING DETAILS E1.1 FIRST FLOOR ELECTRICAL PLAN P1.1 SLAB PENETRATION PLAN ALL WORK SHALL r C,J) PLY WITH PREVAILI CODES FLORIDA BUALiDING CODE. S-0.0 STRUCTURAL NOTES NATI NAIELPC'? C CODE, F-1.0 SLAB PLAN D THE 01-f-y OROINME -,z} YHILLS F-2.0 BLOCK PLAN S-1.3 ROOF FRAMING PLAN SD-1 FOUNDATION DETAILS SD-2 STRUCTURAL DETAILS PBSB-1 STRUCTURAL DETAILS+` n) %.. r� 824 'a v c a� ' �® �8/ONE 'st "fill,11 JUN 2 2 2020 Lu Wz0= 0 �F- 5: 0 w cnUww Q�w� _ J > Wit Y O I— z �ul00C/) zzZF- z �CL¢2-� w n- = oC a- �c)pOU �2ZLLU) �Pazo o ¢� o o F- 0 0 0 j� V o cu w� 0 wA 0 I U O U) z ME" I wA w J I� 0m< U) u w w w U) O_ E Ix W A Z O w �, o lzddQQa COMMUNITY; LINKS @ CALUSA SPRINGS PLAN # 6100 RELEASED: 6/10/20 SHEET GS I Y 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 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 I V. 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 FLASHING: 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 3. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: • THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER[] S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURERO 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 OFA REGISTERED DESIGN PROFESSIONAL. • IN ACCORDANCE WITH FMAIAAMA 100, FMAIAAMA 200. FMA/WDMA 250, OR FMAIAAMANVDMA 300 WINDOW INSTALLATION: 1. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. FLOOD ZONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. CHIMNEY HEIGHT REQUIREMENTS: 1, WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED THE CHIMNEY MUST EXTEND Y-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE T-0" HIGHER THAN THE ROOF OR RIDGE THAT IS 10'-0" AWAY OR CLOSER. TUB AND SHOWER AREAS: 1. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, C1325, OR C1178 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. MECHANICAL AND HVAC: 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (762 mm) DEEP AND 30 INCHES (762 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. #26 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (76 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3, EXHAUST FANS AND VENTING: 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3. DUCT LENGTH: THE MAXIMUM LENGTH OF A CLOTHES: DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET. THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (762 mm) FOR EACH 45 DEGREE (0.79 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM THIS OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. FOUNDATION INSPECTION NOTES: A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. FRAMING INSPECTION NOTES: ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH INS MUST BE COMPLETE, INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION (FBC 110.6) JUN 2 2 2029 No g24 .tl S AT E OF ",P ;® ®®sisS /O N A;`®m�® IY W } 2 CC ui LUZ �00 � >o <0 W0E- Lu a��Lu _ J cc cr Y O E- Z �ILL 00C/) Z Z Z ~ Lu Z L J Q 2 J a:mLL M -1 cn p 0 0 �2ZLLU) azo "� a N g� 0 H 0 0 0 j� V (n 0 0 0 0 w W lz ZMENEM ar�, w Vl m< (9 w m w 2 ��� vl Z O N W c O �Z aaaaa COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 6100 RELEASED: 6/10/20 SHEET CS2 0 2 A-5.1 O N N w 35'-0" 15'-0" 12'-0" 8'-0" 6" 11'_0„ ' STUCCO WRAPPED o --- BEAM 9T-8" ---- o w STUCCO WRAPPED a Q O 4X6 POSTS ¢ -��° 1 LANAI �U A-5.1 02 O � w U a 8'-8" CLG. U w CO m MOISTURE RESISTANT DRYWALL CLG. cn 5'-4" 13'-4" 8'-8" 7'-8' I I *35 SH 54"X63" EGRESS 6068 SGD TEMP 35 SH XFER _ GRILL 13'-52 ��`� c+o 61 u� '-42" 15'-10" OWNER'S C.L. SUITE 8'-8" CLG. ---R&S a N .°. `� GREAT SHELVES ROOM - 8'-8" CLG. co c0 - CL PTRY N cy 5'-1" 8" CLG N - cV - B K M N may.k.< 6'�r� I I c N > —QII i O �•z 0.,, it I m r� e- a ° - 1�� 9 -52 --- _ 1" -102 T c� � 1 15 -112 OWNERS > ; M BATH w F - 8'-8" CLG. L o I Z / / DINING 3'-3" 4'-31 11 2 c AL m IJ a AREA TM uo °00 O 8'-8" CLG.KX i �6' 6� N ,— CO o o l I� 7 cy) `P I� ADD OSB TO BRK KITCHEN ; X MECH. CL. OS WIC Im 8'-8" CLG. CEILING FOR 8'-8" CLG. i� ,' FIRE DRAFT j T *� - REF. I 1 �� u3 -10- 2 �__-- 3.51,E.... STOP °� d WATERLINE 2 AHU ON _ T B PER p I = m o STAND oo a OMMUNI Y r R&S HI/LO L - c� i+� S CS. , N R&S XFER _ R.A.G. ,,.GRILL `; LOCATION RTH1 - CL1 I =CLG. [HA�LL 4 �� 3 12 m m 1 �� 3 1 �� 3-72 1 �� 6-12 1 �� 3J92 -- 6-12 6' 2 --- O Y om oo g 3'-2° BEDROOM 3 ----- 8'-8" CLG. R&S _ _ T � ,b \... N BRK 8'-8" CLG. rs�� r ----R&S r�N �J II= �N FOYER XFER L GRILL CV zd.K....... v 8 8 CLG. m II_ o w DRYER VENT — LNDYCO - r N X 10'-72" Irl ����I 8'�� CLG. 6'-12�� 0 K_ WASHER BOX - I I�IH N LINE OF 2" J 2868 C W/ J N CONC, CURB SELF CLOSER 21 _0 11 1/2" WALL _ _ 22" X 54" BOARD ON ATTIC ACCESS GARAGE SIDE J PROVIDE $ BOLLARD PER 17'-4" INSULATION COMMUNITY AS REQ'D SPECS 2 CAR r2 GARAGE-' 8'-8" CLG. N 1/2" CEILING BOARD ABOVE 1---------------- 7--------------- 71 ENTRY 8'-8" CLG. 4'-0" 1'- FLAT SOFFIT_ AT T-4" 3'-9-l"�v 1'_721" � 41_611 T� T $" 8'-8" CLG. 10'-0" *25 SH 37"X63" EGRESS 16'-0" 7'-4" 4'_0" 18'-8" , 5'-0" 1114" 35'-0" FIRST FLOOR PLAN 1 A-5.1 TZ U) N co M ME - 0 co 11. cM T LEGEND SYMBOLS n BUILDING/WALL SECTION SHT MARKER OINTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE STEP ELEVATION STEP BRKX FLOORING BREAK WALL TYPES 2x WOOD/STEEL FRAMED \ PARTITION INTERIOR PARTITION w/ INSULATION CMU WALL CMU WALL w/ FURRING & INSULATION NOTE: INTERIOR WALLS ARE DRAWN TO ROUGH DIMENSIONS 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 OINTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL BRACKETSPACED SOLID SURFACE coil 1"' O.C. FOR COUNTERTOP OVERHANGS GREATER THAN 10" TOP PLATE 1' 2" MAX 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 OIORl r-SUBFLOOR 21 2 NOTE: TYP. WINDOW HEAD A-5.1 HGT. AT T-4" U.N.O. JUN -29 2 2020 IY J�:_c w 0>_� � WOCQO F- UU�� < w�Q J (n w W 06LL0Ou) zzz�zz J Q 2 J w0-2Er1L _jc)p0U :D=ZLLU) �I—QZ� Q, a N z� a o 0 0 t� V 0 0o a 0 0 1­4 0 0i j w a, U) VJ aOct ommI w w w cn Oct i= a U) w U) O [ii V WZ aQaaa COMMUNITY: LINKS @ CALUSA PRINGS PLAN # 6100 RELEASED: 6/10120 SHEET A 1 1 9 u D u r z Q ]C n z g A n z n r r r i 7C i r z SCALE: 1 /4"=1'-0" ----------- 4" WIDE STUCCO > > BAND i +1 i 2" I� 4"401* I GARAGE HEAD TRIM DETAIL SCALE: 3/4"=1'-0" 4" WIDE STUCCO +1 i i i 2" I+ 4" 40 411 `� 211 I op I I,d- +1 \�-----�' 4" WIDE STUCCO BAND WINDOW HEAD & SILL DETAIL SCALE: 3/4"=1'-0" 1'-0" ROOF SHINGLES PER COMMUNITY SPECS. 6" FASCIA, TYP. ROOF SHINGLES PER COMMUNITY SPECS. DI 12 5li REAR ELEVATION SCALE: 1 /4"=1'-0" 12 5 5:12 0 5:12 0 5:12 0 12 5 *35 SH FIN. FLOOR 6068 SGD 5:12 0 a 1:1 El El 0 0 El El- 4" WIDE STUCCO BAND (+l) 16070 GARAGE DOOR FRONT ELEVATION SCALE: 1/4"=1'-0" 12 \1 5 BLDG. HEIGHT 61 6" FASCIA, TYP. T.O. MASONRY T.O_WINDOW 1,-0„ �I 4" WIDE ~ STUCCO BAND *25 SH�__�+1) FIN. FLOOR m PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE -. FINISH `: ;: _� .,.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 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) JUN 9, 2 2020 d.P.�A s No 77824 p v m� .o S m TE OF . s �O N O cc w i-_cr- Lu ?�0>. - Wcrao p CVwo apw� 2 c Q Y0 Z �LL00C/) ZZZI-Zuj i Q J wa=oca �Up000 =ZLL U) ¢zo � Q wN C Q o Z 0 0 0 O U �..� w o � O LILJ C?J (rw■� cn m< L w Z w 0 r� W Z O a N w c� o0rn wZ aaa< COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 6100 RELEASED: 6/10120 SHEET A22 . 1 ROOF SHINGLES PER COMMUNITY SPECS. ROOF SHINGLES PER COMMUNITY SPECS. 12 5 5:12 0 LEFT ELEVATION SCALE: 1 /4"=1'-0" 12 5 12 5 5:12 0 RIGHT ELEVATION SCALE: 1/4"=1'-0" 12 �----j5 5:12 0 12 5:12 5 0 9 FIN. FLOOD PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH SAND TRIM COLOR FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) IY W Lu wZ0= 0 } ~ >o ao W0I- �ULuLu < :D Lu _ J Y 0 H Z 06 LL O � _O Z z z Fz ZLu � J Q J W a = D_ =ZOf� H Q z (� ri Q r-�- co n Q o O Z H 0 O O U Ln O z 00 O o o O w w w A cn w w x z O a L� cn W U) Z La rn n LijZ aaaaa COMMUNITY; LINKS @ CALU A SPRINGT PLAN # 6100 RELEASED: 6110/20 SHEET A2.2 ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 2002 SQ. FT. 961 SQ. IN. UPPER VENT 40% NET VENT MIN. 384 SQ. IN. UPPER VENT 50% NET VENT MAX. 480 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 409 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SQ. IN. / LF. 62 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 1'-0' ROOF PLAN SCALE: 1 /4"=1'-0" No 77624 ® Z ®�o S-TE OF .� ® 0. w �00� } W x Q 0 U Lu LU Q � w_ � _ c J c °6ZZ�w Lu J Q J w U) p O U �2ZLLC_n '� 00 00 N O Q 0 j� V O � (L � Q w 0 a. mict w w w x O P a in W C] Z O� w � ca wZaa a aa COMMUNITY: LINKS @ CALU A SPRINGS PLAN # 6100 RELEASED: 6/10/20 SHEET A3 . I r- Z W U) Z 0 U Z w a r 0 Z Q 0 06 cn z Q J d W U) W 2 12 5 PRE-ENGINEERED ROOF TRUSSES SEE FRAMING SHEET FOR DETUS i T.O. M. T.O. WDW -_ _ _ BEDROOM 3 FIN. FLR. BOTTOM OF LIN' @ T-4" A. n I I I I I I I I I I I I I I , , BUILDING SECTION SCALE: 1 /4"=V-0" BUILDING SECTION SCALE: 1 /4"=V-0" ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) INSULATION PER ENERGY CALLS, TYP. LNDY. (BEYOND 12 5 BEDROOM 2 CONCRETE FOOTING SEE STRUCTURAL PLANS MP1l1C CL11k1l-I CO 01:0 nnnARAI IAIITV T.O. M. -------T.O_WDW FIN. FLR. JUN 2 2 2023 N 77824 itJ r e r9, g� F .� S TB 0 Ft �O N A,, W �. _ �0OH } >OCa0 LU U)UWw Q W _ J > Z� z zIr W cn Q J J Wa-2c� -icn0OU Z=ZLLC0 �- Q z Q~ N c Qo 0 O O O r� V Oi Z I� O im l� O O �} � w O La w a, A cn � m w w Im w x t� V ) O W U O � A wZ aaaaa COMMUNITY: LINKS @ CALUSA SPRINTSF PLAN # 6100 RELEASED: 6/10/20 SHEET A59 I ROOF SHINGLES OVER 12 15# ROOFING FELT SEE ROOF PRE-ENGINEERED ROOF PLAN TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO noon STRUCTURAL. TOP OF C.M.U. (REFER TO ELEV.) INSULATION PER —� COMMUNITY SPEC. SEE SEE ENERGY CALCS. ELEV. 1/2" (MIN.) CLG. BD. 2x6 ALUM WRAPPED FASCIA 1x PT DRAPE BLKG BD. w/ALUM DRIP EDGE. ABOVE WINDOWS 1/2" SOFFIT PER SPECS G.W.B. SEE STRUCTURAL WINDOW PER PLAN PLAN GYP.BD. WINDOW SILL 1/2" GYP. BD. OVER RADIANT PRECAST WIN. SILL BARRIER INSULATION (R-4.1) ATTACHED TO 1x2 PT. FURRING @a 24" O.C. —SLOPE GRADE AWAY BASE BOARD I 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 PROVIDE 2X4 FRAMED ENCLOSURE FOR ELECTRICAL PANEL, FINISH W/ I, GYPSUM BOARD ELECTRIC METER LOCATION - SEE PLANS. VERIFY INSTALLATION IN FIELD STUCCO FINISH EXTERIOR- CMU BLOCK WALL NOTE: ELECTRICAL PANEL IS TO BE INSTALLED ACCORDING TO ALL APPLICABLE LOCAL, STATE AND NATIONAL CODES. VERIFY PANEL DIMENSIONS PRIOR TO CONSTRUCTION. GYPSUM GYPSUM BOARD BOARD Z g _,3 1/2" "GYPSUM— _ GARAGE 0- BOARD NICHE FOR — ELECTRICAL PANEL & WIRING fV ELECTRICAL M PANEL ELECTRICAL - PANEL ZV EXTERIOR—\ 50 CMU BLOCK WALL w CONCRETE — CONCRETE CURB REFER CURB REFER TO PLANS TO PLANS CONCRETE, i t � �0 � r / SLAB ON GRADE AT GRADE �- GARAGE FLOOR ROOF SHINGLES OVER 12 15# ROOFING FELT SEE ROOF PRE-ENGINEERED ROOF PLAN TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. TOP OF C.M.U. �I (REFER TO ELEV.) SEE `-2x6 ALUM WRAPPED FASCIA ELEV. BD. w/ALUM DRIP EDGE. SOFFIT PER SPECS 1/2" (MIN.) ------ CLG. BD. (J" TYPE'X' GYP. BD. SEE STRUCTURAL TO BE PROVIDED PLAN WHEN LIVING SPACE IS ABOVE GARAGE) 8" CMU BLOCK W/ CEMENTITIOUS FINISH (BEYOND) EXPANSION JOINT GARAGE SLAB, 4" SPECS DRIVEWAY PER COMMUNITY SEE STRUCTURAL OIL ,. PLANS SLOPE SLOPE FIN. FL. 0 FOUNDATION � ce) PER STRUCTURAL DRAWINGS WALL SECTION @ GARAGE DOOR SCALE: 1/2" = V-0" ATTIC FLOOR REFER OR SECOND LIVING SPACE TO PLANS a. cr ELECTRICAL PANEL NICHE AT CMU BLOCK WALL SCALE: 1/2" = 1'-O" NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION JUN 2 2 2023 i NVV7824 s • TE OF m ss ,O N A; �t G a�`� CC w _ it �00E- W cr Q 0 C/) w Q�w� =F-- >g ���CC Y 0 H z 06 111 0 0 C/) zzz�zz_ W J Q J w _ �v)0OU Z) Z U- cn �I-a?o M-4 N 4`+ cr— C 3: rz I Qo Q i H i i 0 0 0 r� V 0 0 0 Z `* f-m 0 O w U w ON"w mmmmil a a cn cn m< W m w l� vl O_ in w U Z O w Q U A wZ aaaaa COMMUNITY: LINKS @ CALLIA SPRINGS PLAN # 6100 RELEASED: 6/10/20 SHEET A5e2 u u r t D L D D r L L r L n 9 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 "L" FLASHING SCALE: N.T.S. %Ivh'�70 co J J N Cc w r 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 c 2) SET P.T. WOOD BUCK OVER CMU WATERPROOFING IN URETHANE SEALANT. FASTEN PER PRODUCT APPROVALS. 3) APPLY LIQUID WATERPROOFING MEMBRANE OVER THE TC AND EXTERIOR FACE OF BUCK AND SILL CMU OPENING WATERPROOFING SCALE: N.T.S. 8" THICK, 3 COAT CEMENT PLASTER 60 MIN. GRADE D PAPER BACKED LATH BARRICADE PLUS WRB (OR APPROVED EQUAL) WRAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP 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 0 FOLD INWARD @ PT. A STEP 3 vv FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C FOLD @ @ 770 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 0 1 FOLD INWARD @ PT. A CREASE @ PT. B STEP 4 WATERTIGHT SEAL. FOLD. DO NOT CUT. BOTTOM FLANGE JUN 922029 FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C FOLD PT. C OVER PT. B TILL PT. C TOUCHES BOTTOM FLANGE Z.®® ��°• � to � '"' � � � . ® NdJ77824 JAT E OF OR m W } 2 CC �001=— >cr_<0 W ::) 0 U) U w Lu Q = W ~ _ CC — Q Z3 I= x Ye 0 z �LL00w zzz�zz J Q 2 J W a = L U) Lo O _Q �f—¢z-0 Q N cc z gH 2 0 0 0 0 Im z N ~ LLO 0 0 p t� 0 0 X a1=0 w aw !?5 w A CL tJ? '< w w w x X cn z 0 a U w 0 E� zF O¢ o Mzaa aaa COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 6100 RELEASED: 6/10/20 SHEET GYP i z .0 7) z D U z 2" PVC CONDUIT 2-2/0 COPPER 1-1/0 COPPER 0 OR 2-4/0 ALUMINUM 150 AMP 4t METER 1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT #4 COPPER OR ALUM. BREAKER PVC 1/2" PVC � ' � �/ CONCRETE ENCASED GROUNDED ELECTRODE T�M fl] ii ELECTRICAL RISER DIAGRAM NOT TO SCALE IRRIGATION TIMER FIRST FLOOR ELECTRICAL PLAN SCALE: 1 /4"=1'-0" A/C DISCONNECT 3-BULB ELECTRICAL KEY I& DUPLEX CONVENIENCE OUTLET �ftP WEATHERPROOF DUPLEX OUTLET FGROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET WALL SWITCH 9 THREE-WAY SWITCH FOUR-WAY SWITCH - KEYLESS LIGHT FIXTURE CEILING MOUNTED LED LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ckp VAPOR PROOF LIGHT FIXTURE +c LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) oM COMBINATION SMOKE / CO2 DETECTOR so SMOKE DETECTOR b TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) dip ELECTRIC METER ELECTRIC PANEL -•�- DISCONNECT SWITCH Q JUNCTION BOX /-� STANDARD ELECTRICAL LINE NOTES: 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AND ARC FAULT CIRCUIT INTERRUPTERS (AFCI) PER 2014 NEC 210.12 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR: SWITCHES ........... 42" OUTLETS.............14" ABOVE COUNTER OUTLETS ...... 46" TELEPHONE ......... 14" TELEVISION .......... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. OUTLET AND LIGHTING RECEPTACLES FOR ALL DWELLING ROOMS, WITH THE EXCEPTION OF KITCHENS, BATHROOMS, AND GARAGES, SHALL REQUIRE AFCI PROTECTION. 5. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N.F.P.A. 70A, FLORIDA RESIDENTIAL CODE 2017, NFPA 2014 AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 6. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. 7. CIRCUIT NUMBERS ARE FOR REFERENCE ONLY. 8. LUMINAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF 2014 NEC 410.16(A) & (B) 9. RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED 10. A MIN OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS 11. GFCI DEVICES SHALL BE READILY ACCESSIBLE 12. REFER TO ENERGY CALCULATIONS FOR ADDITIONAL INFORMATION. 13. PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN COMPLIANCE WITH NEC 110.26. 14. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. 15. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE PER FBC E3901.9. ir W �00F_ } >Or¢O W:I- cnUWw a. m = � cr_ Y 0 I- Z o6LLO_OU) Z Z Z H _W � J Q � J W C_ _ cr a- (1) 0U �=zu—c) Z> P 25 ^i a < N cr n �a Q 0 0 0 r� V 0 z o0a 0 0 j 0 1 U w(� a M..r u U w mcc j w w w w U) Oct O_ ZA W Z O a � A � Z 1119D COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 6100 RELEASED: 6110/20 SHEET E • O z 2 z Q z D6 :n z g 7) r z r D6 n z g n z r r i D r i r L D zi z -1c\ 00 d- N SLAB PENETRATION PLAN SCALE: 1 /4"=1'-0" cr- W i-_cr. �00i-- W x Q 0 ir ir F— Lu0 Lu Q�wl- _ > J ccc It °oZzF- LU m J Q J W a 2 tY �- _3cnpOU :=ZLLU) Qzo O g�z a 0 0 t� V Z 0 0 �M z � w o Z I w(L w a La w w U) �C 0 F- n. a� U) W 0 cn 0 [u Q Mno eZ aaaaa COMMUNITY; LINKS @ CALUSA SPRINGS PLAN # 6100 RELEASED: 6/10/20 SHEET PI.I Z 0 U) Z n o_ w U) W MASONRY LINTEL ASSEMBLIES 5EE 5GHEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO GRO _ _ GRIT BOTTOM REINF. PRECAST LINTEL w/ PRECAST LINTEL W EMBEDDED REINF. EMBEDDED REINF. MB-1 MB-2 in TOP REINF. OR GONT. = T. = GON BOND BEAM BOND BEAM REINF. - REINF.AS REOV GROUTGROUT t'PRECA5T BOTTOM REINF. BOTTOM REINF. PREGAST LINTEL w/ LINTEL W EMBEDDED REIN. EMBEDDED REINF. CV MB-3 MB-4 MASONRY LINTEL DETAILS REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT M15-1 8F8-06/OT ----- ----- MB-2 SF8-IB/OT ----- (1) #5 MB-3 8FI6-IB/IT (1) #5 (1) #5 M13-4 5RFI4-I13 ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S GONGRETE. NOTES: I. ALL LINTELS W 5PAN5 6REATER THAN 14'-O" SHALL BE PRE5TRE55ED. 2. SHORE FILLED LINTELS A5 REOURIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRESTRESSED LINTELS. 5. ALL RBNFORGEMENT SHALL BE GRADE 60, fy=60 ksl 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTEL5 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 P135B-I STRUCTURAL DETAILS GENERAL STRUCTURAL NOTES FOUNDATION • DE51611 15 BASED ON 6th EDITION (2011) FLORIDA BUILDIN6 CODE. • FOOTING DESIGN - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE SOIL BEARING GAPAGITY OF 1,500 PSF. • ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT W/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALLS TO SLAB WITH Y4" DIA. x 23/4" LON6 TAPGON5 @ 32" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY CORR0510N-RE515TANCE GOMPATIBILITY OF HARDWARE $ FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER $ HARDWARE SUPPLIERS TO GOORD, • CONCRETE DESIGN BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWIN6 MINIMUM COMPRESSIVE 5TRENOTH5 IN 28 DAYS, U.N.O.: f'c = 2,500 psi: ....... FOOTINGS 2,500 psi:....... 5LAB5 ON GRADE (INTERIOR $ EXTERIOR) fy = 00,000 psi ...... REBAR • ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FINISH 6RADE. • FOOTIN65 AND SLABS ON GRADE SHALL BEAR ON VIRGIN SOIL OR q5% COMPACTED FILL. • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT 015GONTINUOU5 END OF REINF. • 6ROUT SHALL BE A5TM 0476 F'c=3000 P51 w/ MAX 3/8" A66RE6ATE • CONCRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM COMPRE551VE STRENGTH OF 1900 P51 (F'M = 1500 PSI). ALL MORTAR SHALL BE A5TM G270, TYPE 5. CMU DESIGN BASED ON AGI 550/530.1 • REINFORCED GMU GORES (AS INDICATED ON PLAN) SHALL El BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL AL16N WITH FOOTING DOWEL BELOW. PROVIDE MIN 50" LAP SPLICE WITH FOOTING DOWEL. • GROUT SOLID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" GONT. FULL LENGTH OF WALL w/ (1) #5 BAR GONT. (TYP. @ EXT. PERIMETER) • PROVIDE (1) #5 BAR GROUTED SOLID ON EACH 51DE OF ALL MA50NRY OPENIN65 AND AT ALL WALL CORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MASONRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 6-0" D.G. IN EXTERIOR WALLS. (AS SHOWN ON PLANS) • ROUGH OPENINGS ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN510E GORNER5 OF SLAB E06ES, AND OTHER LOCATIONS WHERE SLAB 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" SLAB) • JOINT5 SHALL BE LOCATED @ 12'-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE AS CL05E TO 5QUARE5 AS P055113LE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SPEC F I CATI ONS (TYP. U.N.O.) DESCRIPTION OF BLD6. ELEMENT 3"xO.131" NAILS 3"0.120" NAILS JOIST TO SOLE PLATE (3) TOENAILS (3) TOENAIL5• 50LE PLATE TO J015T/BLK'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 @ 6" o.c. TOENAILS @ 6" o.0 BLK'6. BTWN. JOISTS 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 SPLICE q NAILS IN LAPPED AREA 11) NAILS IN LAPPED AREA TOP PLATE LAP @ CORNERS $ INTERSEGTING WALL5 (2) NAILS (2) NAILS • 2Y2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3'W.120", SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE • ARE SHOWN) TH15 MODEL HAS BEEN DE516NED IN AGGORDANGE WITH THE 6th EDITION (2011) FLORIDA I DA BUILDING NG CODE I 5EGT1 ON 160q L L ( ) LATERAL DESIGN REQUIREMENTS FOR THE FOLLOWING WIND SPEED � EXPOSURE ONLY: 140 MPH - EXP. B WIND IMFORTANCE FACTOR = 1.0 INTERNAL PRESSURE COEFFICIENT = ENCLOSED, +/- 0.18 ANY WIND 5PEED/EXP05URE NOT LISTED HERE REQU I RE5 FORMAL EVALUATION � APPROVAL FROM MULHERN $ KULP STRUGTURAL ENGINEERING. EXTERIOR 4 SHEAR WALL SHEATHING 5PEG I F I CAT I ON5 INDICATES LOCATION AND EXTENT OF SHEARWALL WH I GH REG2U I RE5 5HEATHIN6 AND/ OR FASTEN I N6 5PEG I F I GATI ON5 BEYOND THAT OF STANDARD GON5TRUGTION SYMBOL SHEAR PANEL 5PEG. 15/32" PLYWOOD OR 0513 FASTENED W PI �2"x0.131" NAILS @ 6" o.G. ALON6 PANEL ED6E5 AND 12" o.c. IN THE PANEL FIELD. 15/32" PLYWOOD OR 0513 FASTENED w/ P3 2Y2"x0.131" NAILS @ 3" o.G. ALONG PANEL ED6E5 AND 12" o.c. IN THE PANEL FIELD. STANDARD EXTERIOR WALL SHEATHING REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALLS w/ I5/32" PLYWOOD OR OSB FASTENED w/ 2 "xO.131" NAILS @ 6" O.G. AT ALL PANEL EDGES AND @ 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL EDGES SHALL OCCUR OVER FRAMING OR 2X BLOCKING SHALL BE PROVIDED TO SUPPORT PANEL EDGE AND FASTENING 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAM N6 @ 16 "o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER w/ 3Y2"xO.131" NAILS @ 16"o.c. USE (8) 3Y2"xO.131" NAILS @ EA. LAP SPLICE. (TYP. U.N.O.) 4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENINGS. 5. SEE ARCHITECTURAL DRAWINGS FOR ADD'L WALL CONSTRUCTION REQUIREMENT5. 6. ALL EXTERIOR WALLS ARE CONSIDERED 5HEARWALL5. 7. 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 SHEATHING EDGE NAILING REQUIRED AND OCCUR 16" MINIMUM FROM THE ENDS OF THE SHEARWALL. Window $ Door Allowable Wind Pressures 140 MPH Wind Zone Ex o5ure B OPENING SIZE INTERIOR ZONES END ZONES 6 Garage Door +18.5 PSF/-20.1 PSF +18.5 PSF/-20.1 PSF 16' Garage Door +11.1 PSF/-I1.7 PSF +11.1 PSF/-11.7 PSF 10 SOFT. +21.2 P5F/-22.1 PSF +21.4 P5F/-28.3 PSF 20 SOFT, +20.2 P5F/-22.0 P5F +20.2 P5F/-26.4 P5F 50 SOFT. +I1.0 P5F/-20.8 P5F +11.0 P5F/-23.1 P5F 100 SOFT. +18.0 PSF/-I1.8 PSF +18.0 PSF/-22.0 PSF 500 SOFT. +15.8 P5F/-17.6 P5F +15.8 P5F/-Il.b PSF (DEnd Zone i5 defined a5 the Smaller of 10% of least horiz. dim. or 40% of mean roof height. NOTE: Pressures charted here are allowable pre55ure5 and have been reduced per A5GE 1-10 Section 2.4.1 from ultimate pressures. Divide allowable pressures above by a factor of 0.6 to obtain ultimate pre55ure5. ROOF FRAMIN6 • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS CONNECTORS, • ROOF SHEATHING SHALL BE 1/16" MIN. 0513/PLYWOOD SHEATHING 24/16, EXPOSURE I. FASTEN SHEATHING TO ROOF MEMBERS w/ 2 %"0.113" RING SHANK NAILS (R5R5-01 OR EQUIV.) @ 6" O.G. AT PANEL E06ES $ @ b" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END $ DRA6 TRU55E5 w/ RING SHANK NAILS @ 3" O.G. (U.N.O.). PROVIDE BLOCKING ALONG PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM 6A5LE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGES, • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW w/ 51MP50N VTGR CLIPS @ 24" O.G. • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRUSS MANUFACTURER, UNLESS OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRUSSES PER WTGA $ TPI'5 13651 1 GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING $ BRAGIN6 OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH $ SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3x0.131" NAILS @ 16" O.G. UPL I PT CONNECTORS BEARIN6 CONDITION TRUSS CONNECTOR LENGTH < 15' SIMP50N H2.5T SINGLE ROOF TRU55 BEARING ON > 15' SIMP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF GIRDER TRU55 BEARIN6 ON ALL SIMP50N HT520 WOOD STUD WALL/WOOD BEAM 51N6LE ROOF TRUSS OR PORCH ALL 51MP50N HETA16 BEAM BEARIN6 ON GMU WALL ROOF G.T., FLUSH BEAM OR ALL (2) SIMPSON HETAI6 FLUSH O.T. BRO. ON GMU WALL ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH GONNEGTOR AS LISTED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF REGORD TO DE516N THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DESIGN STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 GON5TRUGTION". M$K HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A56E-7-10. ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWING SHALL SUPERSEDE THE TRUSS MANUFACTURER'S UPLIFT CONNECTOR SPECIFICATIONS AND LOADS 5HOWN ON THE SHOP CARDS. LEGEND • ® INTERIOR BEARING WALL • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL • I; ; I EXTENT OF OVERFRAMIN6 •-, _ - ----INDICATES 1/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE W*(SEE NOTES) J L METAL HANGER INDICATES POST ABOVE. PROVIDE 50LID BLOCKING UNDER P05T OR JAMB ABOVE. seal: GENERAL STRUCTURAL NOTES°'- °•°® N 7782 > • DESIGN 15 BASED ON 6th EDITION (2017) FLORIDA BUILDING GORE. ®* v i �� 51 • WOOD FRAME ENGINEERING IS BASED ON NOS, NATIONAL DE 6N ...p, .l® srAE F SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. ®Eo�`�•:�C p • DE516N LOA05: ®®®'®s`SSIONA�- ROOF LIVE = 20 P5F © copyright: MULHERVi 4111111111%t DEAD = 7 P5F T.G., ID P5F B.G. Structural Engineering, Inc. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 PSF (INCLUDING STAIRS $ DECKS) = 30 PSF @ SLEEPING AREAS Z J = 50 PSF @ 6ARA6E w = 200 # POINT LOAD @ 6UARD5/HANDRAILS = LU z o = 50 PSF @ GUARD IN -FILL COMPONENTS DEAD = 10 P5F (20 P5F TOTAL @ TILE) z WIND ULTIMATE WIND SPEED $ EXP05URE A5 LISTED LU R15K CATEGORY II J Q GENERAL FRAMING Z U • EXTERIOR WOOD STUD BEARING WALLS SHALL BE 2x 5PF#2 OR c E 5YP#2 @ 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). W = j • INTERIOR WOOD STUD BEARING WALLS SHALL BE 2x 5PF OR 5YP m x '; E 'STUD' GRADE LUMBER @ I6" O.G., OR BETTER (TYP. U.N.O. ON PLANS), Q I • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x CD o W _Q op 'STUD' GRADE MEMBERS SPACED @ 16" O.G. (MAX.). y 009 • ALL NON- BEARING INTERIOR STUD WALLS SHALL BE CONSTRUCTED LU CD a WITH 2x STUD GRADE MEMBERS SPACED @ 24 O.G. (MAX.). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD $ (1)2x KIN6 STUD, MINIMUM. V - THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK STUDS REQUIRED, U.N.O.. IF • ALL HEADERS, BEAMS $ OTHER STRUCTURAL MEMBERS SHALL BE SPRUCE -PINE -FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). M&K project number: • FACE NAIL MULTI -PLY 2x BEAMS $ HEADERS W/ 3-ROW5 OF 3"xO,131" 068-2001 1 NAILS @ 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES @ 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROWS OF NAILS FOR 2x6 $ 2x8 MEMBERS. project mgr: NJ M • FACE NAIL BUILT UP 2x POST5 W/ 3"x0.131" NAIL5 @ 16" O.G. drawn by: KG K 5TA66ERED. APPLY NAILIN6 FROM BOTH FACES @ 3-PLY OR MORE CONDITIONS. issue date: 05-20-20 • REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL CONNECTIONS (TYP. U.N,O. ON PLANS). REVISIONS: • SHEATH ALL WOOD FRAMED EXTERIOR WALLS w/ 7/16" 0513 date: initial: FASTENED w/ 212"xO.131" NAILS @ 6" Q.G. @ E06E5 $ 12" O.G. @ CENTER FIELD. PROVIDE HORIZONTAL 2x BLOCKING AT ALL UNSUPPORTED PANEL EDGES. TYPICAL U.N.O. ON THE PLANS. • PROVIDE SOLID BLOCKING IN FLOOR SYSTEM UNDER ALL POSTS CONTINUOUS TO FOUNDATION/13EARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • ~ CZ Qy • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10"6 psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.0x10^b psi • FOR 2 $ 3 PLY BEAMS OF EQUAL WIDTH FASTEN PLIES T06ETHER WITH 3 RON5 OF 3"xO.131" NAILS @ 8" OIG OR 2 RON5Y4"x3Y2" 51MP50N 505 5GREW5 (OR 3)/2" TRU55LOK 5GREW5) @ 16" OIC. USE A MINIMUM OF 3 ROWS FOR BEAM DEPTHS OF 14" OR 6REATER, C APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP $ BOTTOM NAIL5/56REW5 2" FROM ED6E. SOLID 3Y2" OR 5Y4" BEAMS ARE ACCEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 $ 2x8 MEMBERS. Q • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROWS OFY4"x6" 51MP50N SD5 5GREW5 (OR 6 3/4" TRU55LOK 5GREW5) @ 16" O/G. USE A MINIMUM OF 4 ROWS FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FASTENING AT BOTH FACES (ONE 51DE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM ED6E. A 50LID 7" BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL STUDS IN CONTACT w/ GMU WALLS SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LONG TAPGONS @ 24" O.G. r Tu l w O Z Q 00 U. UJ C) z 0 FLOOR FRAMIN6 • I-JOI5T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA, • ALL METAL HANOER5 SHALL BE SPECIFIED BY I -JOIST /TRU55 MANUFACTURER, UNLESS OTHERWISE NOTED. • I-JOIST/TRUSS SHOP DW65. SHALL BE SUBMITTED TO ARCH. $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY, • FLOOR 5HEATHIN6 5HALL BE 23/32 CONFORMING TO P52-04, 24" O.G., EXPOSURE I, TONGUE AND 6ROOVE EDCE5, FASTEN 5HEATHIN6 TO FRAMIN6 MEMBERS W/ 6LUE AND 3"0.131" NAILS @ 6" O.G. AT PANEL EPOE5 $ 12" O,G, AT INTERMEDIATE SUPPORTS. T ►--I [L U < UJ W C� TTT �.L-I t� 0 i) u l 0 TYPICAL STAIR GON5TRUCTION NOTE5 • (3) 51N6LE PLY 2x12 STRINOER5 FASTENED TO HEADER AT TOP OR LANDING, WHERE APPLICABLE, AND 2x(q P.T. PLATE AT BOTTOM w/ (1) 51MP50N A35 CLIP AT EACH 5TRIN6ER. • FASTEN 2x6 P.T. PLATE TO CONCRETE SLAB w/ (3) 3/b" DIA. x 3Y2" LONG TAPGONS. • FASTEN END 5TRIN6ER5 TO ADJACENT WALLS w/ (2) 3"x0.131" NAILS NS111111110 AT EACH STUD, WHERE APPLICABLE. • PROVIDE 3/4" FLOOR DECKING ON R15ER5 AND I" FLOOR DEGKIN6 ON TREADS. • SEE STAIR FRAMIN6 SECTION FOR MORE INFO. I la 0 N 2 SD-1 5 5D-I 35'-0" 15'-0" 12'-0" 8'-0" )21 PATIO SLAB: 3 Y2" GONG. SLAB ON 6RADE (2500 P51 MIN.) w/ 6x6—W1.4xNI.4 12" WIDE GONG. I N I MESH OR FIBER MESH TURNDOWN EXTENDED I w I ON c 5% GOMPAGTED MIN. 12" BELOW 6RADE I FILL OR VIR61N SOIL. I 2 1 7 I 2 HVAG 5D—I I SD -I 3 y" STEP 50-1 I SD -I UNIT 2 10'-2" f � I 5.6.D. REGE55 PER I • I I • I MANUFAGTURERS INSTRUCTION I � I I I I • � I ................. _w w.— ---- ---- ---- .— ----- ---- NOTE: REFER TO BLOGK I • PLAN FOR ALL DOWEL g LOGATION DIMENSIONS. : I I E I• I 1 c2�uu r5i riirt/ wi c2xv—wi.gxvNi.-- MESH OR FIBER MESH OVER 6 I • • • • • MIL. POLY ON 15% GOMPAGTED FILL OR VIR61N SOIL. I 3 2 ..� ..�...�5D— d_ � I s • I N 15D-1 LU I L---- --- -----J v 2 5D-1 I• 5LA5 PLAN LEGEND • ® INTERIOR BEARING WALL • _ _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF SHEARWALL EXTENT OF OVERT=RAMING s .KP... —INDIGATES 1/S"A" SAW GUT CONTROL JOINT INDICATES LOGATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE SOLID BLOGKINO UNDER POST OR JAMB ABOVE. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES $ SCHEDULES seal; N -17824 m • -o '• T OF ' F! ® �•• '• e © copyright : MU'94 �O q Structural Engineering, Inc. 0 cD z Jcc: w w z o z w J a i � Q Z � o QUJ cry -Am Zi E a > Jz � o op W Y co CO) W M LO N cc m o. M&K project number: 068-2001 1 project mgr: N J M drawn by: KG K issue date: 0 5-2 0-2 0 REVISIONS: date: initial: z d J 0., m sheet: 'P cu Z 4 0 J LL W Q � z 0 a Ld d w J d T F- o cdn o z ,W J J 35'-0 5I-oil M SGA LE: 1/4"=1'-0" (22x54 SHEET) SGAL.E: 1/5"=1'—O" (IlxI1 5HEET) FORM A Foo 1.0 A I O O TI — N m t- d- I t- � 351-011 �I_�j 11 i. 4'-`j 11 1, 4'-511 1. 41_511 i. 6'-211 i. 21_/ 11 i. 4'-611 i. 31-211 411I, 161-011 11, 4 ii Ii 4 r 1Q1_�j II 351-01 51_011 41_211 31-211 111-411 Q I I SCALE: 114'*'-0" (22x34 SHEET) SCALE: I/8"=1'-0" (IlxI1 SHEET) FORM A LEGEND • INTERIOR BEARING WALL • c = _ = c BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF SHEARWALL -.-.-.71 • I: :I EXTENT OF OVERFRAMIN6 • �� m--INDIGATES I/8"A" 5AW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE (5EE NOTES) JL METAL HAN6ER INDICATES P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER POST OR JAMB ABOVE. MA50NRY LINTEL DETA I LB REINFORCEMENT MARK PE516NATION TOP BOTTOM SHEAR REINFORCEMENT MB-I SF5-OB/OT ----- ----- MB-2 8F8-IB/OT ----- (1) #5 M13-3 SFIb-IB/IT (1) #5 (1) #5 M13-4 8RFI4-I6 ----- ----- APPROVED LINTEL MANUFAGTURERS ARE: GAST-CRETE, QUALITY PREGAST GO., AND LOTT'S CONCRETE. NOTES: I. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-0" SHALL BE PRE5TRE55ED. 2. SHORE FILLED LINTELS A5 REQURIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT SHALL BE 6RADE 60, fy=60 k51 6. ALL LINTELS SPECIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW MASONRY LINTEL A55EM5L I E5 5EE 5GHEDULE AND SPECIFICATIONS FOR ADD'L INFO GROUT GROUT BOTTOM REIN. PRECAST LINTEL w/ PRECAST LINTEL w/ EMBEDDED REINF. EMBEDDED REINF, MB-1 MB-2--{22 m� v TOP REINF. OR GONT. CONT. BOND BEAM BOND BEAM REINF. REINF. A5 REQ'D GROUT _ GROUT BOTTOM REINF. "'.V= BOTTOM REINF. -- PREGAST LINTEL W PRECAST LINTEL w/ EMBEDDED REIN. EMBEDDED REINF. MB-3B�--33 MB-4 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 8 SCHEDULES �v seal,c�j �'• ATE ® ®•, OF d �® copyright ePA;S AL ��®e .... Structurof EA fi11®ArAl�j"Mc, z Z J0= w w Z_ CD LD \� i z w a a J �- a Z= A CJ U c v n CM pC Ui F- c "S m T� m� + a Q A JJz C) W o � y m` 1� W c N � M a M&K project number: 068-200 1 1 project mgr: NJ M drawn by: KC K issue date: 05-20-20 REVISIONS: date: initial: sheet: 4 Ca 0 J J LL W � Cl z 0 � a w Q J I.L1 4 S o can W 1--, J z J Flo2.0 E Pr -AR I ANAI nPnPpPn Rr-AMr, c r OF 2) C LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL • I: ' : I EXTENT OF OVERFRAMIN6 0-- .._, � ­_ INDICATES 1/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE 50LID BLOCKING UNDER POST OR JAMB ABOVE. P.T. POST P0 PROVIDE (I) C 51MP50N C520 STRAP ON EACH EXTERIOR FACE OF P05T, cl" MIN END LENGTH �? DROPPED BEAMS PER PLAN N REAR W00V LANAI TYP. BEAM TO P05T CONN. SCALE: 3/4'4-0" ROOF FRAMIN& • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS CONNECTORS, ROOF 5HEATHIN6 SHALL BE -f/Ib" MIN. 05B/PLYW000 5HEATHIN6 24/6, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 %'W.113" RING SHANK NAILS (R5R5-01 OR EGUIV.) @ 6" O.G. AT PANEL E06E5 d b" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END $ DRA6 TRUSSES W RING SHANK NAILS ® 3" O.G. (U.N.0). PROVIDE BLOGKIN6 ALONG PANEL EDGES AT FIRST 2 TRUSS BAYS FROM GABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDOE5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW w/ SIMPSON VTCR GLIP5 0 24" O.G. • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRUSS MANUFACTURER, UNLE55 OTHERN15E NOTED. • ERECT AND INSTALL ROOF TRUSSES PER WTGA $ TPI'5 BG51 I GUIDE TO 600D PRACTICE FOR HANDLIN6, IN5TALLIN6 4 BRAGIN6 OF METAL PLATE CONNECTED WOOD TRU55E5." • ROOF TRUSS SHOP DW65. SHALL BE SUBMITTED TO ARCH � EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LED6ER FASTENED TO FRAMIN6 w/(2) 3"xO.131" NAILS ® I6" O.G. UPLIFT CONNECTORS BEARING CONDITION TRUSS CONNECTOR LEN6TH < 15' 51MP50N H2.5T SINGLE ROOF TRUSS BEARIN6 ON > 15, 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRUSS BEARIN6 ON ALL SIMPSON HT520 WOOD STUD WALL/WOOD BEAM 51N6LE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM 13EARIN6 ON GMU WALL ROOF 6.T., FLUSH BEAM OR ALL (2) SIMPSON HETAI6 FLUSH O.T. BRO. ON GMU WALL ALL BEARING POINTS OF EACH ROOF TRUSS SHALL BE CONNECTED WITH CONNECTOR AS L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN5I/TPI-2014 "NATIONAL DE5I6N STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRUSS UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A56E-1-10. ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWIN6 SHALL SUPERSEDE THE TRUSS MANUFACTURER'S UPLIFT CONNECTOR SPECIFICATIONS AND LOADS SHOWN ON THE SHOP CARDS. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES � SCHEDULES seal O� �e FF11t 24 o �Ic S TE OF' 4® © copyright : MUL'�fCy� `tae0e Structural Engineering, Inc. z J� w w CN Z O CM rn '— z a w J i Zm F- .o Q� � 2 oc Srz m cry j i Q Q � Jz Mo LY CP d co C2 0 coo y m Ln LU C N = M a 7 M&K project number: 068-2001 1 project mgr: N J M drawn by: KGK issue date: 0 5-2 0-2 0 REVISIONS: date: initial: VALLEY TRU55 a o v Q O.F. ® 24" O.G. 5D-2 \ O I � w L I I i i 0--i LL UJC) (D U� 0 x I I 3 I o 5D-2 5�-2 2 L I ; ------------------ HIP 61 RDER TR1,155-- --------- TT wT � W �— H I - O I V-2 W LL. O U? LL 0 0 0z ------ ------ ----- - --- ----- ------ ------ ----- I J J ROOF FRAM I N6 PLAN SCALE: 1/4"= I'—O" (22x54 SHEET) SCALE: 1/8"=1'-O" (IlxI 1 SHEET) FORM A sheet: FILLED CELLS.......... (SEE PLAN):::>::::: 4" GARAGE TOP VIEW ®CORNER GONG. OR PAVER 6ARA6E WALL DRIVEWAY BEYOND GARAGE SLAB [—(SEE PLAN) ' J6. d .. �- 16"x8" THICKENI EDGE W/ (2) #5 GONT. THICKENED EDGE ® GARAGE DOOR DETAIL 8" GMU BLOCK 8" WIDE GONT. GONG. CURB (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W N FOUNDATION DOWEL UJI—Q, 6ARA6E SLAB MIN. 30" &ROUT CELL > (SEE PLAN) SOLID z d. �� d ..a e—III=1 I I-1 I I-1111 o &RADE III —III —III —III III=III= I=I I II III —I I I-1 I I —I 11- ' ' Q � '—III= `' I=� � : 111111111111111 I =I11 1) #5 DOWEL W/ 6" HOOK AT 1=III- ALL VERT. WALL REINF. (SEE PLANS FOR LOGATIOW GLEAN COMPACTED "I =1 R= FILL @ 15% If-oilMONOLITHIC FOUNDATION STANDARD 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�RA�GE CURB DETAIL � scar: r�rs 8" GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER %4" FURR STRIPS -PER BUILDER MTL. THRESHOLD SET IN SEALANT HOUSE SLAB (SEE PLAW PORGH/PATI O/LANA I SLAB OR PAVERS (5EE PLANS) q • '. PER MANUF.. _I 11=1 I 11=1 11= I __ _ a. III —III —III—_III cx —III III=III-111-111- —_III— I I-1 I 111—I 111=1 I ' °.:: a a <-111—i11-111- II I I III-111-111 _ —I I_I m III I I `. q. - �, —I I I —I I I_I — I 1I 11=III—III=III—III—'''- MONOLITHIC, I 11 I=III=111 FOUNDATION W/ (2) #5 GLEAN COMPACTED — GONT. ON CHAIRS FILL o q5% STANDARD 11-011 DENSITY AND TERMITE MIN. TREATED WHERE 2ND STORY WALL OCCURS DIREGTLY ABOVE THE 8" GMU WALL SHOWN, FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BARS EXTERIOR OUT5W1 NG 4 56D POURED BILLS DETAIL 8" GMU (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE FLAW < o m GRADE q. 111=1 I I=1 1III=111 11 dd . as II_III—III—I_I a. I I —I I =1 I I —I 1— III=III= I III a1=III=III—III- —III— `' I III . III —III —III- =III— I) #5 DOWEL W/ 6" HOOK AT _—III—_I I ALL VERT. WALL REINF. I —III=III (5EE PLANS FOR LOCATION) 11 I I— I— 11 III I I I I1 GLEAN COMPACTED .I FILL ® 159 I IIIII I I I lII MONOLITHIC 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 BARS FOOTING SECTION & BLOCK DETAIL scar: WIS 8" GMU BLOCK — BEYOND EXTERIOR DOOR MTL. THRESHOLD SET IN SEALANT PAVERS (SEE PLANS) ..q d a a: ' III=1 °.� III —III= e III—II1=1 I1=III=III= ° a a .a ° III—III=1 II-111-11- III=III_ R4,1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAW MONOLITHIC 71CLEAN COMPACTED III ==III FOUNDATION W/ (2) #5 FILL o q5% STANDARD 1'-0" GONT. ON CHAIRS 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 DETAIL 6 scar: � PATIO/PORCH/LANAI SLAB (SEE PLAN) 8"x8" THICKENED — SLAB W/ (1) #5 GONT. THICKENED EDGE DETAIL 3 scar= WS 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID PORCH/PATIO/LANAI SLAB OR PAVERS (SEE FLAW I EXP WINT My R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) 4 —III— a a 1—III—III =111—I I I —I 11I_III—III= a —III—I 1) #5 DOWEL W/ 6" HOOK AT III —III- ALL VERT. WALL REINF. =III=III= III= (SEE PLANS FOR LOCATIOW GLEAN COMPACTED I I I —III —III .I III-111— 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 INALL @ PORCH/PATIO/LANAI DETAIL scar: WS y2" GYP. BD. EA. 51DE OF 2x4'5 0 16" O.G. )12" J-BOLTS 6" FROM EA. v END OF WALL AND SPACE ® 32" D.G. 2" (6" MIN. EMBED) w STUD PLATE TIES PER Q PT SOT. PLAN ® STUD TOP ✓f } PLT. DOT. a ar ° C) a a. d G (2) #5'5 CONT. W/ — „ 3" MIN. CLEAR S 8 UPLIFT CONNECTORS 5UGH AS STUD PLATE TIES, HURRICANE GLIP5, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALL5 NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. GARAGE STEP DOWN DETAIL 8" GMU (1) #5 VERT. FROM FT6, TO — BONO BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID z� c0 O BADE II =1I1=117111- O GLEAN COMPACTED FILL 0 15/" 6, R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE FLAW ° a • a. I I-I1 1I1--I1I=I1--I1 I II-- I 11 , _ PVC GHA5E SLEEVE TO BE III—III=1 TWIGE THE DIAMETER OF =1 ICI 11 1 PROTECTED PIPE STANDARD DENSITY I'-0" MIN. WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" GMU WALL SHOWN, FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BARS CHA�5E DETA� I L $ scar: Hrs MONOLITHIC FOUNDATION W/ (2) #5 GONT. ON CHAIRS c q/ ✓ . '® seal: •, .• � ®� No 7784 2 a •• S T a Q.• q•`. 4` .C�' 0 R Le o C?` o0 FS o N © copyright: MULHEF�iIECIR1111011% Structural Engineering, Inc. z Z JLU w w Z o Z rn Z Q w Q Z= A g F— U � Q CM� 5 WCn � m E Q > 1 JZ W Y CIP p oo� y m U� LY Co N Cr) G. M&K project number: 068-200 1 project mgr: NJ M drawn by: KG K issue date: 05-20-20 REVISIONS: date: initial: U) J d H W 0 Z O d Z 0 UL sheet: 4 O J LL Ca z O x � a w a w J c� � o udi p z J J $car: IWO SDm 1 PROVIDE SOLID SHIM BETW'N TRUSS 4 CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 6REATER THAN I YY FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 2 3/8"xO.113" RIN6 SHANK NAILS 6" O.G. w =d Ln 2x6 FASCIA -SEE ARCH 8" CMU BOND BEAM W/ (1) #5 GONT. 8" REINF. GMU WALL -SEE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 ROOF TRU5 -SEE PLAN (2)3 Y2"x0.131" 8" GMU BOND BEAM wi (1) #5 BARS GONT. 8" REINF. GMU WALL - -SEE PLAN FOR VERT. 4 HORZ. REINF. SPECS SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EACH TRUSS. VERT WALL REINF. TO EXTEND INTO BOND BEAM I SECTION SCALE: 3/4'=1'-0" 3/s"x0.113" RIN6 SHANK 2x4 FLAT BLOCKING @ 16" o.c. FASTENED TO BOND BM, w/ Y4" TAPGON (2)3 Y2"x0.131" VERT WALL REINF. TO EXTEND INTO BOND BEAM SE TISC3/4"=I'-0" 2x4 CATS ® 16"o.c. FASTENED TO GABLE END FASTEN SHEATHIN6 TO 2x4 2x4 BLOCKING w/ TRUSS w/ (2)3"x0.131 ° BLOGKIN6 w/ 2 %"x0.113" (3)3 Y4"x0.131 " TOENAILS. RING SHANK NAILS © 4"O.G. TOENAILS EACH END x12�MAX 2'-0" MIN XX " i 6ABLE END VERTICAL WEB REINFORCING AS REQURIED I ROOF 5HT6 (4) 3 Y4"x0.131" BY TRUSS MANUF. SHALL BE NAILS 2x8 P.T. PLATE FASTENED GONT. 24" MIN TO BOND BM. W/Y2" DIA. ONTO ROOF ANCHOR BOLTS ® 52" O.G. WITH T (MIN.) EMBEDMENT. EXTERIOR 5HEATHIN6 E06E NAILING - 2 Y2"xO.BI" NAILS 6"O.G. FASTEN BOTTOM CHORD OF TRUSS TO P.T. SILL PLATE w/ Y4" DIA. x3v2" LONG 5D5 SCREWS @ 16" o.c. 2x4 BRACE w/2x4 T-BRACE, PROVIDE 2x4 BLOGKIN6 @ 4E PROVIDE MOISTURE SPACED @ 4'-0" O.G. MAX. O.G. IN FIRST (3) BAYS OF BARRIER PLATE BELOW FASTEN 2x4 TO 'T' w/ 3 Y4"x0.131„ ROOF TRUSSES -GUT TO FIT WOOD MEMBERS ON GMU (PER TRUSS MANUF.) NAILS @ 12 O.G. TI6HT BETWEEN TRU55 BOTTOI CHORDS AND NOTCH AROUND 8" GMU BOND BEAM w/ VERT WALL REINF. TO EXTEND INTO BOND BEAM SILL PLATE (1) #5 BAR GONT. FASTEN DRYWALL TO BLOCKING w/ 50REW5 8" REINF. GMU WALL MAIL5 ® 6" O.G. -SEE PLAN FOR VERT. 4 HORZ. REINF. SPECS SECTION 2 SCALE: 3/4"=1'-0" CAr==},I onn' 5HT6. TO HIP 1.113" RIN6 6" O.G. HIP 6.T. - UPLIFT CONNECTOR -SEE PLAN - HIP JACK TRUSSES ROOF TRUSSES -SEE PLAN — \-FASTEN BOTTOM CHORD OF 8 GMU BOND BEAM w/ 6.T. TO TOP OF WALL w/ 51MP50N H6AMIOKTA GLIP (1) #5 BARS GONT. 4811O.G. 8 REINF. GMU WALL VERT WALL REINF. TO -SEE PLAN FOR VERT. EXTEND INTO BOND BEAM 4 HORZ. REINF. SPECS SECTION SCALE= 8/4"=1'-0" PROVIDE 50LID SHIM BETW'N TRUSS 4 CONNECTOR IF TRUSS LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 6REATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF SHEATHING TO FASCIA WITH 2 3/8"x0.113" RIN6 SHANK NAILS ® 6" O.G. 2x6 FASCIA -SEE ARCH REINF. MASONRY LINTEL/ BEAM - SEE PLAN FOR 5PEGIFIGATION5 SECTION 3 SCALE= a�4'=I=-0' TRU55 OVERFRAMIN6 PER PLAN SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR OOF TRUSSES CONNECTOR PER PLAN SPECIFICATIONS-- _ SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR 5PEGIFIGATION5 CONNECT EACH END OF MASONRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL w/ 24" LE65 8" GMU BOND BEAM PROVIDE MOISTURE BARRIER W/ (1) #5 GONT. PLATE (PER TRUSS MANUF) EACH TRU55. 8II REINF. GMU WALL -SEE PLAN FOR VERT. VERT WALL REINF. TO 4 HORZ. REINF. 5PEG5 EXTEND INTO BOND BEAM SECTION 20 SCALE: s/4'=I'-0' VALLEY SET OVERFRAMI N6 FASTEN EACH OVERFR TRUSS TO TRUSS BELOI WITH (1) 51MP50N VTGR 24" O.G. PROVIDE SOLID SHIM BETW'N TRUSS 4 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. 2x FASCIA -SEE ARCH FASTEN EXTERIOR 5HEATHIN6 TO BLOGKIN6 IN EA. TRU55 BAY w/ 2 NAILS ® 6" O.G. FASTEN EA. 2x4 BLOGKIN6 IN EA. TRUSS BAY TO BOND BM. w/(4) HILTI DN172P8 PAF's FASTEN EXTERIOR 5HEATHIN6 TO 2x BLOGKIN6 w/ 2 Y2"x0.131" NAIL 3"O.G. 8" GMU BOND BEAM w/ (1) #5 BARS GONT. 8" REINF. GMU WALL -SEE PLAN FOR VERT. 4 HORZ. REINF. SPECS TYPICAL OVERFRAM I NG CONNECTION DETAIL SCALE: N.T.S. SECTION SCALE: MAIN ROOF 5HEATHIN6 MAIN ROOF TRU555 TRUSSES PLAN T CONNECTOR SCHEDULE WALL REINF. <TEND INTO 'BEAM ALL LAPS IN MASONRY 25" - RUNNIN6 BAR #5 BENT CORNER BAR 6ROUTED CELL TYP. CORNER VERT. WALL REINFORCING DETAIL SCALE: NM BOND -BEAM NOTES: EPDXY I. UTILIZE OR �`GONTIN. PRECAST HEADER i� OTHER ENGINEE6INEE R APPROVED EQUAL (I.E. 51MP50N ET EPDXY). 2. PROVIDE 3/4" DIA. HOLE FOR SEE TYP. FOUNDATION DOWEL, BLOW OR BRUSH GLEAN. DETAILS FOR ADDITIONAL SEE DETAIL I ON 3. FOLLOW MANUF. INSTALLATION INFORMATION NOT 5HOWN NOTES: STRUCTURAL PLANS FOR IN5TRUCTION5. HERE - ADDITIONAL CONNECTION I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF INFO NOT 5HOWN HERE FUTURE 8" GMU WINDOW/DOOR, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/b"x4" TAPGON5 6" 8 GMU PIER BLOCK #5 VERT. BAR TO BE FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM EDGE OF ENTIRE COLUMN TO LOCATED PER PLAN BUCK. BE 6ROUT FILLED FASTEN EA. ROOF TRU55 TO GMU w/ DRILL 6" INTO EXIST'6 � IN GROUTED CELL 51MP50N M5TMI6 TWI5T STRAP. SLAB, EPDXY 4 DRIVE I I 2. BUCKS LESS THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 #5 DOWEL, PROVIDE MIN. - STRUCTURAL CONNECTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN Y4" LONG TITEN SCREWS 30" LAP SPLICE I C) TH15 CASE. z GAST-GRETE GA5T-GRETE PROVIDE M015TURE BARRIER 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X WINDOW SILL, WINDOW SILL, PLATE (PER TRUSS MANUF) @ - BUCKED OPENIN6, USE (3) ROW5 OF 3"xO.131" NAILS 5TA66ERED @ 12" O.G. @ OR EQUIV. OR EQUIV. EACH TRU55. EA. 5000ES51VE BUCK. - PROVIDE 2x FLAT BLOGKIN6 FIT T16HT TO 4. MIXIN6 OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING ROOF TRU55E5 @ EVERY OTHER BAY 6RADE III -III -III -III —III. IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FA5TENIN6) ARE MET, FASTENED TO GMU w/ (3)Y4" DIA. x 3 Y2" LONG TAPGON5. FASTEN 13LOGKIN6 TO ROOF - -III- II. III -I � a . —I I I=I I -I I I- 5. ADDITIONAL WOOD BUGK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) TRU55E5 w/ (2) 3Y4"xO.131" NAILS ® EA. END. -' -I I 1: ROWS OF 2 y2"x0.131" NAILS 16" O.G. FASTEN WINDOW/DOOR TO 2X PER _ I=III 1115 III— 1- BOCK SPECIFIED WINDOW/DOOR MANUFACTURER'S 5PEG5. I I-_-III- ''=1 BY wlNDow/DooR I I III —III III—� I' MANUFACTURER WINDOW/POOR BUCK DETAIL H SCALE= NM DOUBLE WINDOW L MA�50NRY PIER DETA� I L SCALE: NM TRIPLE WINDOW SIM. RETROFIT DETA� I L P SCALE: 3/4'=1'-0" MISSED DOWEL RETROFIT DETAIL SCALE= NTS SIM. a GMU STEM FM DROPPED 6RADE LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REQU I RED ALL APPL I GABLE AREAS. THESE WHERE SPEG I E I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. n seal;®. No 7824 m e� TF OFo x. .o 'Ild® � b. ® e® © copyright : MUL7!If%4. �I , Structural Engineering, Inc. az Z w w D Z CN o a� z a w a J L Q Z= .n Q U � Q- c I— W :2 `m C/3 j =a 0° E j. QCD J- Z � o W 0 co tt y W M uO Co N 97 =M n. W project number; 068-200 1 1 project mgr: NJ M drawn by: KG K issue date; 05-20-20 REVISIONS: date; initial: Cz "~r C4 C J � H � W � 0 d � W I=- W U � � z � d sheet: Q_ 0 U. 2 rr� vl U) < U 0W I~ � 0 z _J _J SDM2 PERMANENT ROOF TRU55 BRACING NOTES: (51NOLE FAMILY HOME OR TOWNHOU5E CONSTRUCTION, WITH ROOF TRUSSES SPACED NO MORE THAN 24" 0.0 1. WOOD TRU55E5 SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENT SAFETY INFORMATION (BC51) "GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6, RE5TRAININ6 t BRACING OF METAL PLATE CONNECTED WOOD TRUSSES," (2008 EDITION). 2. TOP CHORD BRACING: TOP C14ORD5 SHALL BE BRACED BY DIRECT -APPLIED PLYWOOD/05B 5HEATHIN6. • IF SHEATHING 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLINS FASTENED TOP CHORD, CONTACT MtK FOR BRACING DE516N, 3. BOTTOM CHORD BRACING: a. THE BOTTOM CHORDS SHALL BE BRACED BY DIRECT -APPLIED G.W.B. GEILIN6 4. WEB MEMBER BRACING: THE TRU55 MANUFACTURER SHALL INDICATE THE TRU55 MEMBERS (WEB5, VERTICAL5) THAT REQUIRE LATERAL BRACIN6/RE5TRAINT. a. 'T' OR 'L' BRACE: WHERE BRACING 15 REQUIRED AS INDICATED ON SHOP DRAWING, UTILIZE 'T' OR 'L' BRACES (REFERENGE BC51-133 FIGURES 133-16 t 133-I14). SHOP APPLIED REINFORCEMENT PER BC51-133 FI6URE5 133-22 t BC-23 15 ACCEPTABLE. • 'T' t 'L' REINFORCING MATERIAL SHALL MATCH THE 51ZE OF THE WEB/VERTICAL MEMBER. • 'L' t 'T' REINFORCING To BE A MINIMUM OF 90% of THE LENGTH of THE WEB/VERTICAL MEMBER. • FA5TEN 'L' OR 'T' REINFORCING TO WEB/VERTICAL W/ Ibd GUN t4AIL5 (0.131x3 1/2") AT 6" O.G. b. CONTINUOUS LATERAL BRACING ALTERNATE: WHEN THREE (3) OR MORE 51MILARLY CONFIGURED ROOF TRUSSES ALIGN, CONTINUOU5 ROW5 OF LATERAL BRAGIN6 MAY BE USED IN LIEU OF THE ABOVE -NOTED 'L' OR 'T' BRACES. • CONTINUOUS ROW5 of LATERAL BRAGIN6 SHALL CONSIST OF MINIMUM 2x4. ROW5 SHALL 13E LAP SPLICED ONE TRUSS BEYOND IN EACH DIRECTION. SECURE BRACE TO EACH TRUSS COMPRESSION WEB w/ (2) 16d GUN NAILS (0.131x3 1/2"). • CONTINUOUS LATERAL BRACING SHALL BE RESTRAINED BY DIA60NAL BRAGIN6 (MIN. 2" THICK NOMINAL LUMBER t MINIMUM 5PF 'STUD' GRADE MATERIAL). THI5 BRAGIN6 15 TO BE GONTINWU5. PROVIDE ONE ROW OF DIAGONAL BRAGIN6 AT VERTICAL WEB MEMBERS OF TRU55ES GLO5E5T TO EACH GABLE END WALL t ADDITIONAL DIAGONAL5 AT 20'-0" A5 REQUIRED. DIAGONAL BRAGE NAILED TO OPPOSITE PROVIDE (2) 16d NAILS 0 51DE OF WEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIRECT APPLIED PLYWOOD/O5B ROOF 5HEATHIN6 CONTIN. LATERAL BRACING TO LAP ACRO55 MIN. (1) TRU55 BAY AS SHOWN 2x STRONGBACK NOT REQ'D FOR 5TRUGTURE) DIRECT -APPLIED PLYWD/05B DIRECT -APPLIED 61113 GEILIN6 SECTION B-B ALTERNATE METHOD WHERE 0) OR MOM SIMILAR TIWSSE`5 Me 6RO VW R L DIRECT -APPLIED 6W13 GEILIN6 — TYPICAL TRUSS ELEVATION COMPRESSION WEB (SLOPING OR VERTICAL) CONTINUOUS LATERAL BRACE ALTERNATE * (3) OR MORE ADJACENT SIMILAR TRUSSES (5EE INDIV. TRU55 SHOP DRANIN65 FOR LOCATIONS) 2x 5TRONOBACK MAY BE INSTALLED FOR GON5TRUCTABILITY TO KEEP EVEN 5PAG I N6 AT BOTTOM CHORD (NOT REOV FOR 5TRxTLURFJ WEB MEMBER REQUIRING BRACING AS INDICATED BY TRU55 MANUFACTURER 2x STRONGBAGKS MAY BE INSTALLED FOR CONSTRUGTABILITY TO KEEP EVEN SPAGIN(5 AT BOTTOM CHORD NOT REQ'D FOR STRUGTURE) 'L' OR 'T' BRAGIN6 o WEBS DESIGNATED BY TRUSS MANUF.. PERMANENT TRUSS BRAG I NG DETAILS I$ NOTES SCALE= NONE VIRWT APPLIED GEILIN6 LETTERED DETAILS ARE TYP I GAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REOU I RED ALL APPLICABLE AREA5. THESE WHERE 5PEG I F I GALLY I ND I GIFTED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. seal: A �� �7 a ®ir •'<e �� NO 782 OF S' TE � ® 0 copyright ®�sl�s I�iLg` ®®��®e Struct JA ening, Inc. 0 CD Z J� w w Z CD Z w J Q ZH c U WF_ TC/� i _J JH z W C y W IIV M&K project number: a `m Q Q c E j M � Q 0 O ;v_ y cop 2 M In CD N M a 068-2001 1 project mgr: N J M drawn by: KC K issue date: 0 5-2 0-2 0 REVISIONS: date: initial: C Z � J o � I�- � w � w Ll z p 0CL oc w UJ Q O Y J J sheet: 4i 44 �. � L SGe, ✓�I�� �9��mu U T V" R