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HomeMy WebLinkAbout6939 Shelby Lynn WayABBREVIATIONS AB ANCHOR BOLT MAS MASONRY A.F.F. ABOVE FINISH FLOOR MAT MATERIAL ADJ. ADJUSTABLE MAX MAXIMUM ALUM. ALUMINUM MC MEDICINE CABINET ANCH ANCHOR MECH MECHANICAL 4 ANGLE MIN MINIMUM @ AT MIR MIRROR ML MICRO LAM BD. BOARD M.O. MASONRY OPENING BF BI-FOLD MTL METAL BLDG. BUILDING BM. BEAM N.I.C. NOT IN CONTRACT BLKG BLOCKING (NTS) NOT TO SCALE B.O. BOTTOM OF B.P. BI-PASS DOOR OBS OBSCURED BRG. BEARING O.C. ON CENTER BRK. BRICK OHGD OVERHEAD GARAGE DOOR OPER OPERATOR C.J. CONTROL JOINT OPNG OPENING 9- CENTER LINE OPT OPTIONAL CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND EJARD 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 FING RANGE E.J. EXPANSION JOINT R.O. ROUGH OPENING ELEC. ELECTRICAL R RISER ELEV ELEVATION FIND ROUND EQ. EQUAL R&S ROD AND SHELF EQUIP. EQUIPMENT EXP EXPANSION SC SOLID CORE EXT. EXTERIOR SCHEM SCHEMATIC EE EACH END SHLF SHELF SHT SHEET FD FLOOR DRAIN SHWR SHOWER FIN. FINISHED FLOOR SIM SIMILAR FND. FOUNDATION SH SINGLE HUNG FLR. FLOOR S.S. STAINLESS STEEL FP FIREPLACE STL STEEL FR FIRE RATED STRUCT STRUCTURAL FXD FIXED SUSP SUSPENSION FRM FRAME SGD SLIDING GLASS DOOR FTG FOOTING SQ SQUARE GA. GAUGE T TREAD GALV. GALVANIZED TB TOWEL BAR GC GENERAL CONTRACTOR T&G TONGUE AND GROOVE GEN GENERAL TEMP TEMPERED GYP. GYPSUM T.O. TOP OF GL GLUE LAM TR TOWEL ROD GLS GLASS TRPL TRIPLE TYP TYPICAL H HIGH HC HOLLOW CORE U.N.O. UNLESS NOTED OTHERWISE VERT VERTICAL HGT. HEIGHT V.L.I.F. VERIFY LOCATION IN FIELD HDR. HEADER HB HOSE BIBB W WASHER HORIZ. HORIZONTAL W/ WITH WC WATER CLOSET INSUL. INSULATION WD WOOD INT. INTERIOR WWM WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB � vn a n I anTM Com-panres 90 Matawan Road Matawan, NJ 07747 (732) 383-2200 EMERALD ASPIRE ELEVATION "B" ZEPHYRHILLS, FIN. 33542 LOT 006 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 AREATABULATION ELEVATION B 1 ST FLOOR 968 SF 2ND FLOOR 1,353 SF TOTAL A/C 2,321 SF ENTRY 36 SF GARAGE 386 SF TOTAL UR 2,743 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 CS.1 CS.2 A1.1 A2.1 A2.2 A3.1 A4.1 A5.1 A5.2 WP-1 WP-2 E1.'I P1.1 S-0.0 F-1.0 F-2.0 S-1.2 S-1.3 SD-1 SD-2 SD-3 PBSB-1 COVERSHEET & BUILDING DATA GENERAL NOTES FIRST AND SECOND FLOOR PLANS FRONT & REAR ELEVATIONS SIDE ELEVATIONS ROOF PLAN STAIR & DETAILS BUILDING SECTIONS TYPICAL WALL SECTIONS WATERPROOFING DETAILS WATERPROOFING DETAILS FIRST AND SECOND FLOOR ELECTRICAL PLAN SLAB PENETRATION PLAN STRUCTURAL NOTES SLAB PLAN BLOCK PLAN ALL WORK SHALL COMPLY WITH PREVAILING 2ND FLOOR FRAMING PLAN CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, ROOF FRAMING PLAN AND THE CITY OF "EPHYRHILLS FOUNDATION DETAILS ORDINWES STRUCTURAL DETAILS REVIEW DATE AUG i j nm STRUCTURAL DETAILS CITY OF ZEPHYRHI STRUCTURAL DETAILS PLAN EXAMINER JUL 2 I KZZ 9�eeeeee uyyyyy es"4 ;3/0 N A\ ♦`♦♦♦ IY W } 2 � Lu 0 >Qo � w�pl— cc w J u) W W Z)TI=m �e0 -z �ti00C/) zzz~z cc J Q J wa=ice J U p O U p=ZILU) �I-QZp cz''� cz 0. r` o O a 0 0 0 U 0 cbNonni 1000 w� 0 win-, 0 U) z w wA J J Nonni 0� O A w O R lz U) W 0 U) O U) Ici c] aaaaa COMMUNITY: LINKS AT CAL.USA SPRINGS PLAN # 6102 RELEASED: S/15/20 SHEET cs I z 1J n z z 1J r O z x 4 0 z a �n z g w 0 w 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 WATERS EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL, OR SWIMMING POOL OR FROM THE EDGE OF A SHOWER, SAUNA, OR STEAM ROOM. 4. GLAZING ADJACENT TO THE BOTTOM OF A STAIR LANDING: GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS THAN 36" ABOVE THE LANDING AND WITHIN 60" HORIZONTALLY OF THE BOTTOM TREAD SHALL BE CONSIDERED A HAZARDOUS LOCATION. R309.1 FLOOR SURFACE: GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL. THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. R302.9 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR WALL AND CEILING FINISHES FLAME SPREAD AND SMOKE DEVELOPED INDEXES FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4. R302.10 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR INSULATION FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTIONS R302.10.1 THROUGH R302.10.5. GENERAL CONSTRUCTION NOTES: TREADS AND RISERS: THE MAXIMUM RISER HEIGHT SHALL BE 7.75" AND THE MINIMUM TREAD DEPTH SHALL BE 10". THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF THE ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREADS LEADING EDGE. THE MINIMUM WINDER TREAD DEPTH AT THE WALK LINE SHALL BE 10", AND THE MINIMUM WINDER TREAD DEPTH SHALL BE 6". NOSING SHALL NOT BE LESS THAN 3/4" BUT NOT MORE THAN 1 1/4". A NOSING SHALL NOT BE REQUIRED WHERE THE TREAD DEPTH IS 11". HANDRAILS: HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHTS OF 4 OR MORE RISERS. HANDRAIL HEIGHT: HANDRAIL HEIGHT, MEASURED ABOVE STAIR TREAD NOSINGS, OR FINISH SURFACE OF RAMP SLOPE SHALL BE UNIFORM, NOT LESS THAN 34" AND NOT MORE THAN 38". HANDRAIL GRASPABILITY: HANDRAILS WITH A CIRCULAR CROSS-SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 1.25" AND NOT GREATER THAN 2" OR SHALL PROVIDE EQUIVALENT GRASPABILITY. IF THE HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4" AND NOT GREATER THAN 6.25" WITH A MAXIMUM CROSS-SECTION DIMENSION OF 2.25". EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 ". HANDRAIL CONTINUITY: HANDRAIL -GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUT INTERRUPTION BY NEWEL POSTS OR OTHER OBSTRUCTIONS. EXCEPTIONS: LHANDRAILS WITHIN DWELLING UNITS ARE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT A STAIR OR RAMP LANDING. 2. WITHIN A DWELLING UNIT, THE USE OF A VOLUTE, TURNOUT OR STARTING EASING IS ALLOWED ON THE LOWEST TREAD. 3. HANDRAIL BRACKETS OR BALUSTERS ATTACHED TO THE BOTTOM SURFACE OF THE HANDRAIL SHALL NOT BE CONSIDERED OBSTRUCTIONS TO GRASPABILITY, PROVIDED THAT THE FOLLOWING CONDITIONS ARE MET: 3.1. THEY DO NOT PROJECT HORIZ BEYOND THE SIDES OF THE HANDRAIL WITHIN 1'/2" OF THE BOTTOM OF THE HANDRAIL AND PROVIDED THAT, FOR EACH 1/2" OF ADDITIONAL HANDRAIL PERIMETER DIMENSION ABOVE 4", THE VERTICAL CLEARANCE DIMENSION OF 1V2' CAN BE REDUCED BY 1/8". 3.2. THEY HAVE EDGES WITH A RADIUS OF NOT LESS THAN .0V. 3.3. THEY OBSTRUCT NOT IN EXCESS OF 20 PERCENT OF THE HANDRAIL LENGTH. HANDRAIL CLEARANCE: CLEAR SPACE BETWEEN A HANDRAIL AND A WALL OR OTHER SURFACE SHALL BE A MINIMUM OF 1.5". A HANDRAIL AND A WALL OR OTHER SURFACE ADJACENT TO THE HANDRAIL SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. GUARDS: SHALL BE LOCATED ALONG OPEN -SIDED WALKING SURFACES, PLATFORMS, STAIRWAYS, RAMPS AND LANDINGS THAT ARE LOCATED MORE THAN 30" MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36" HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD. OPENING LIMITATIONS: REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT WHICH ALLOW THE PASSAGE OF A 4" SPHERE. SCREEN PORCHES: PORCHES AND DECKS WHICH ARE ENCLOSED WITH INSECT SCREENING SHALL BE PROVIDED WITH GUARDS WHERE THE WALKING SURFACE IS LOCATED MORE THAN 30" ABOVE THE FLOOR OR GRADE BELOW. FIRE PROTECTION: FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL VERTICAL AND HORIZONTAL CONCEALED DRAFT OPENINGS. ASPHALT SHINGLES (IF APPLICABLE) : 1. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.2.6 AND R905.2.6.1. R506.2.3 VAPOR RETARDER: A 6-MIL POLYETHYLENE OR APPROVED VAPOR RETARDER WITH JOINTS LAPPED NOT LESS THAN 6 INCHES (152 MM) SHALL BE PLACED BETWEEN THE CONCRETE FLOOR SLAB AND THE BASE COURSE OR THE PREPARED SUBGRADE WHERE NO BASE COURSE EXISTS. EXCEPTIONS 1. GARAGES, UTILITY BUILDINGS AND OTHER UNHEATED ACCESSORY STRUCTURES. 2. FOR UNHEATED STORAGE ROOMS HAVING AN AREA OF LESS THAN 70 SQUARE FEET (6.5 M) AND CARPORTS. 3. DRIVEWAYS, WALKS, PATIOS AND OTHER FLATWORK NOT LIKELY TO BE ENCLOSED AND HEATED AT A LATER DATE. 4. WHERE APPROVED BY THE BUILDING OFFICIAL, BASED ON LOCAL SITE CONDITIONS. DRAFTSTOPPING: IN COMBUSTABLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSOPPING SHALL DIVIDE THE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR/CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: 1. CEILING IS SUSPENDED. 2. FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYP OPEN -WEB PERFORATED MEMBERS. 1. MATERIALS: DRAFTSTOPPING MATERIALS SHALL NOT BE LESS THAN 1/2" GYPSUM BOARD, 3/8" WOOD STRUCTURAL PANELS OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. DRAFTSTOPPING SHALL BE INSTALLED PARALLELL TO THE FLOOR FRAMING MEMBERS UNLESS OTHERWISE APPROVED BY THE BUILDING OFFICIAL. SEPARATION FROM GARAGE: PER SECTION R302.5, R302.6, OPENING PROTECTION 1. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID OR HONYCOMB CORE STEEL AND NOT LESS THAN 1 3/8", 20 MINUTE RATED, WITH SELF CLOSER. 2. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" TYPE "X" GYPSUM BOARD OR EQUIVALENT. CEILING CONSTRUCTION: 1. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 INCH (12.7 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 INCH (12.7 mm) GYPSUM BOARD OR EQUIVALENT. EXTERIOR FINISHES: 1. CEMENT PLASTER FINISH OVER MASONRY SHALL BE 5/8" THICK TEXTURED PER COMMUNITY STANDARDS. 2. CEMENT PLASTER FINISH OVER WOOD SUBSTRATE SHALL BE 7/8" THICK (3) COAT STUCCO OVER (2) LAYERS OF WATER RESISTANT BARRIERS IN ACCORDANCE WITH FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL, R703 AND ASTM C926. TEXTURE PER COMMUNITY FLASHING: 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 3. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: • THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTUREROS INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTUREROS INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF REGISTERED DESIGN PROFESSIONAL. • IN ACCORDANCE WITH FMAIAAMA 100, FMAIAAMA 200. FMAIINDMA 250, OR FMAIAAMA/WDMA 300 WINDOW INSTALLATION: 1. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. FLOOD ZONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. CHIMNEY HEIGHT REQUIREMENTS: 1. WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED THE CHIMNEY MUST EXTEND Y-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE T-0" HIGHER THAN THE ROOF OR RIDGE THAT IS 10'-0" AWAY OR CLOSER. TUB AND SHOWER AREAS: 1. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, C1325, OR C1178 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. MECHANICAL AND HVAC: 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (762 mm) DEEP AND 30 INCHES (762 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. #26 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (76 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. EXHAUST FANS AND VENTING: 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3. DUCT LENGTH: THE MAXIMUM LENGTH OF A CLOTHES: DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET. THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (762 mm) FOR EACH 45 DEGREE (0.79 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE 11.6 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) n^n, Jul" J 2. IY W }2CC 3:0 0 1=- LL,cao > Uj �p W p JNwg cc Y O F- Z ,5U_00Ui Z qZq Z F- LIJ Z_ �JQ�-1 W CL 2 a � U) 0 0 -ZLLU) �F-QZcz Q � Q Q 0 U o w a)imm 0 0 Z o w W ME-" Z a w U) �i r...1 w w O_ G z Z Od N I c; aaaaa COMMUNITY: LINKS A CALU A SPRINGS PLAN # 6102 RELEASED: 5/15/20 SHEET CS2 1 CONC. 1 A-5.1 PATIO A-5.1 10'-0" X 10'-0" 35'-0" 35'-0" 22'-211 ; 9'-411 3'-6" 9'-4" 13'-411 ; 7'-2" 5'-2" '01 '01 3-SIDED ACRYLIC36N60" ACRYLIC SURROUND SHWR PAN I *30 0 SH (3 6"X 0' SS) 3050 SH s�A >:e�„ .y.....: cx e. a:. ,,, ... a&,:-•v h.. ..a..:•. .x..:..e.<..; qA 35 SH 6068 SGD TEMP. 23TUB PE CC DD o0 oOMM. N WNER' oo------D/WsPEcs c'' co BATH C LAV L5'-8° 3 2" `0 3o'2cLG 00 in 6'-7„ 16'-111, = r� SHOWER EAD ?� GREAT ROOM DINING AREA `�' KITCHEN En r-N = �8 8'-8" CLG 8'-8" CLG 8'-8" CLG I �N & CONTRO S 22'-61 3'-311 7'-82 «. T � _ HALL ^ ® v -- 10 R&S --- ic) 36" HT. FLAT 1 Q z O BATH 3 6'_]1" OS WIC cM COUNTERTOP OM 8%0" CLG '- C'? �i I 8-0 CL - - WASHE BOX .. -- - \ I 2 2X4 0 - O ? 00 o ,:31ti� ® �Y ; t L.I. = t WALL _ O6�p OWNER'S SUITE r ISLANDS REF. N �� i�x30'�''j 8'-0" CLG 2x4 STUD WALL & 1„ �ATERLINE � RK11 O_ 1 IATIKAC�ESS - 3 -5-w 3'-10 00 61'32 __ °� 6'-11 ° ;I SOFFIT BELOW STAIR 2 XFER ?000 1 111 �- �� W/" GYPSUM BD. m 1 111 (h �_ 11 1_I 1, (0 -------------- M GRILL 9 -42 6 0 3 -7 8 -02 4 3 2 O 2X6 WALL 10" o_ - O R&S m - Li LAUNDRY �� ---... 1 ,.. ,... _ k I I I I I I I I I I I I I 6 -211 2 2" I I I I I I I I I I II I I _ t I I I I I I I 2 _ 1 I t I t I t I I I t I It I,('�� I� 2 DRYER VENT t i i i i I A 5.1 -4. ,-� 7 16R I M? PTRY N A 5 11'-11�/1 - I i I 1 I 1 1�,_ 1,I I I I I I I N 1 1n 3-SIDED ACRYLIC UP I I I I I I I I I I IocII I I rod 061 2 2 1 3 IT. N RL I I 6 -02 SURROUND I I I I I I I t I I I II I I 0 36 1 H I H D L. I I I I I I I II I 80 1 RAG LOC. 42 O WA o = = i i .', 2 _ 00 ADD _ ADD OSB TO MECH. I O 1 to a0 a0 ® 00 ABOVE DOOR o CV , 00 �N CL. CEILING FOR FIRE --- T- HALL M a0 00 _ 2868 SC W/SELF _ 00 ce) r LOFT DRAFT STOP T; 8'-0" CLG 111 1 1„ cy) M U a 9'-1 " �V 1 1 , 11, , 11, +-N CLOSER M O) 8-0 CLG 15 -8ce 2 AHU ON STAND 6 -O2 _ 3'_1" 6 -02 4 -12 _ _ m _ XFER GRILL 7 -1 m EX STE ?�60 m LINE OF 2" *�-N CONC. CURB d BATH ao R&S R&S L ?O� ON GARAGE SIDE 2 R RA LA �t N CA GARAGE BOLLARD PER oIf �,s.,.�..,_;.: ��.�. 5/s" TYPE "X" COMMU 1TY XFER XFER81 ------------ r-------------- R&S L SPEC'S N GRILL GRILL 7 CL (4)12" SH CL 6� ¢ ______________ — �t PROVIDE CEILING BOARD O CL (4)12" S REQ'INSU� TION AS ----------------- w ? 4'-51/ TI_511 96,0 XFER CL sI lo o 31_011V 111 GRILL N 113,_15-112FOYER 21 1z N -6" (8'-s"CLG 4'-72171_3211 � EXTRA SUITE V-300 - oo1 8'-8"CLG 2 =------------------------------ --------, 11'-41 11'-82,1 - CV L N BR I •' I SIN r� 04 r T I I i< 10'-111 5'-32" o 18'-32„ zo BEDROOM 2 BEDROOM 3 BEDROOM 4 V-0" CLG 8%0" CLGNil I 1 16'X7' GARAGE DOOR d;k=ram ` - ..f, va'�..d _ s >>c .«z*2 s_, ..,a'ihs - .a�->"•, z. v• ..3s.e;.'a.: .__ *305 SH *305 SH *305 SH *25 SH i 1 (36"X60" EGRESS) I i (36"X60"I GRESS) (36"X60" EGRESS) _ 4'_0" 37" 63" EGRESS 81_0" 51-8" i 161-011 1-4' 5'-711 15'-711 9'-0" 4'-1011 - U ENTRY @� s -1 it 18'-8" L i H I Nt �t I I LO F-U = HUU.= I LO I ROOF BELOW I 1� g 0 9 g 0 '-0" - - O - O � — — — — — — � FLAT SQFFIT ' c@' 8'-0" 12X12 COL. '-0 4'-8" 10'41 6'-811 18'-011 35'-011 SECOND FLOOR PLAN SCALE: 1 /4"=1'-0" FIRST FLOOR PLAN SCALE: 1 /4"=1'-0" LEGEND SYMBOLS A BUILDING/VVALL SECTION MARKER OINTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE dp 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 TO ROUGH DIMENSIONS STAIR DIAGRAM N J STAIR CALCS. FLOOR TO FLOOR HEIGHT 10'-2 3/4" CONVERTED TO INCHES 122 3/4" TOTAL NUMBER OF RISERS 16 TYP. RISER HEIGHT 7 11/16" TREAD DEPTH 1011 NOSING 1 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 SOLID SURFACE BRACKET SPACED R16" O.C. FOR COUNTERTOP VERHANGS GREATER THAN 10.1 TOP PLATE F-2" MAX 2x4 STUD WALL SEEPLANSFOR WALL LAYOUT =_ 1/2" GYP. tBASE CABINET AS ^" BD. PER SHOP DWG3 cV WD.BASE MOLDING FINISH FLOOR F FINOIORi I—SUBFLOOR IT JUL () 12?7 9 ufl o �o T P !40 °d�iSS ;O N A1 x w Wz0= H >QO W 0 H C/) W W Q = H J tj W W �crCC.D= LL zzzP:W w�a�a _�_ j=ZLLU) < cz'cz o Q Q O O � A U Z O Q U Z o w 0 U) � a follow O A Z O w Q c MQ li•.l w w O rL W 0 U) Z o6 �o IxZaaaaa COMMUNITY: LINKS AT CALLISA SPRINGS PLAN # 6102 RELEASED: 5/15/20 SHEET Alel , WINDOW TRIM DETAIL N M SCALE: 3/4"=1'-0" WINDOW SILL DETAIL SCALE: 3/4"=1'-0" 1'-10" SCORED RAISED BAND FOAM PANEL DETAIL SCALE: 3/4"=1'-0" TI(� 110 N ROOF SHINGLES PER COMMUNITY SPECS (TYP.) BLDG. HEIGHT 65 e 60 T IN 22"x38" STUCCO PANEL DETAIL ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 4" WIDE STUCCO BAND (+1) T.O. WALL 6" FASCIA T.O. WINDOW 18" DECORATIVE FOAM SHUTTERS 4" WIDE STUCCO BAND (+1) ROOF SHINGLES PER —� COMMUNITY SPECS (TYP.)4:12 SLOPE 4" WIDE STUCCO BAND (+1) T.O.2ND FL FT_O_MASONRY T.O. WINDOW 4" WIDE STUCCO BAND (+1) — FIN. FLR. 12x12 COLUMN REAR ELEVATION SCALE: 1 /4"=1'-0" 12 5 5:12 0 12 5:12 �1 5 0 12 5 12 12 5 3 5 (V rL FRONT ELEVATION SCALE: 1 /4"=1'-0" CJ *3050 SH cV *3050 SH (V _T.O.2ND FL----------------- 35 SH min: 11-11MI 01 ON Fn_l FO-1 ON 1�411�1 ROOF SHINGLES PER COMMUNITY SPECS (TYP•) 4" WIDE STUCCO BAND (+1) 6" FASCIA 4" WIDE STUCCO BAND (+1) 18" DECORATIVE FOAM SHUTTERS 4" WIDE STUCCO BAND (+1) 4" WIDE STUCCO BAND (+1) 'jQ 8 ®moo it �o °r`_ V ON ALA •��neeeeee,•• PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH >w:;.�. x,• Z,- , ....*..x•:F• .•Ix�''• TRIM COLOR SAND FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) SHUTTER DETAIL SCALE: 3/4"=1'-0" , SQUARE COLUMN DETAIL SCALE: 3/4"=1'-0" W _ CC ~O W Z O H W WZ 0 >Ira0 W:0C)I— (nUW W a�W� W J U) W lY cr cr �eQH-Z ui Z QZQ Z ~ Z_ W a 2 cr a jIZLL(U H Q Z cz c o n Q O H 0 �Q Q O O cn O z o U two 0 w o w 0 : w w X Now" cb z o w LLO w O_ U W G z� Z O� lxZ aaaa a COMMUNITY: LINKSU SPRINGS PLAN # 610 RELEASED: 5/15/20 SHEET A2. 1 LEFT ELEVATION SCALE: 1 /4"=1'-0" 4 n RIGHT ELEVATION SCALE: 1 /4"=1'-0" PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH � r,;^"�' ' -3'"t+. ,..� . .F:.. SAND TRIM COLOR FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C 1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) No -24 t``'� ONA- IY W } 3: �00►=- } Wo a0 �o QpUJ W W (n W cr cr- cc Y0E—Z '6LL00� Lu Z ZZ Z ~ Z_ cc:J Q J WB-2a �=ZLL� cz'� �- cz 0 �7 Fa- O O O U (j) O z 00 0 t� o � o w w w NONE" w o� A cn A w w 0 K U W U) 04 M� Z aaaaa COMMUNITY: UNKS AT CA SA SPRINGS PLAN # 6102 RELEASED: 5/15/20 SHEET A2.2 0 1'-0" N N_DT ROOF PLAN SCALE: 1 /4"=1'-0" 0 5:12 r------------ I I I I I I I I 5:12 0 I I I I I I I ct I I I a'N I I I <O �p I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I OFF RIDGE I I VENT, TYP. I I I I I I I I ---------------------------- I I I I I I I I I I ND I I Lo I I I I I I I I I I I I I I I I I I I I I I I I I I I I I N � 7: I / I I I I I I UPPER ROOF ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 1353 SQ. FT. 649 SQ. IN. UPPER VENT 40% NET VENT MIN. 260 SO. IN. UPPER VENT 50% NET VENT MAX. 325 SO. IN. UPPER VENTS REQUIRED 48" TAMCO OFF -RIDGE VENT (138 SI NET FREE) 2 VENTS NET FREE AREA UPPER ROOF VENTING 276 SQ. IN. NET FREE AREA SOFFIT VENTING 373 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SQ. IN. / LF.1 57 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 JU! 202�J IY W �JF-LU Wz0_r wLuZO >cca0 - W::)0cc UWw cn <Z)ru ;wg J =5Ircc<r Zz°W o gQ<Z w(L=CCCL 3 a 0 0 2 Z LL U) z0 �F-Qcz r` Q 0 O U O 0 0 � a 0 L,I i.J I o w 0 w m I a A w 2 w 0 R U vI 04 �o �Zaaaaa COMMUNITY; LINKS ACA A SPRINGS PLAN # 6102 RELEASED: 5/15/20 SHEET A3 91 O Z w cr a O Z cr 0 od Z g w w MECH n i A L I L i II INSULATION PER ENERGY CALCS. z O G)N P: 1 X KICK PLATE / 2X4 RE-INFORCING / @ EA. 2X12 STRINGER 10, / / / / / / / / STAIR SECTION SCALE: 1 /2"=V-0" / / r— 42" LOW WALL / , / / / / / / o / CL / STAIR DATA: 16 RISERS @7.56" 15 TREADS @10"+1" HIM r N ao IaIOMVA 4' i - I i .. j i I I I -I A I I CONCRETE TURNDOWN, SEE — STRUCTURAL DRAWINGS, TYP. Ir W i. = tr � 0 >- } >oCQO W p H cnUWw < LIJ ;LULU �Ircr<r Y O H z �LL00cn Z zz Q ~ Z 6L-_..7Q�J W CL _ cr a. i U) 0 0 p—zLLc/) H Q ? p co cz''~ cz n 0 � Q O O O U O � Wow O IQ o A wME" a U) < A U) w w O U W G 04 bKKKLI4 COMMUNITY: UNKS AT 511UNSA SPRINGS PLAN # 6102 RELEASED: 5/15/20 SHEET A4. "I V 2 Y ROOF SHINGLES PER COMMUNITY 12 SPECS. (TYP.) \ F�:� 5 T.O. WALL14----- T.O. WDW EXTERIOR WALL - BATT. INSULATION o - SEE ENERGY CALCS c0 CV N T.O. 2ND FL T.O.M. bo T.O. WDW 00 co i FIN. FLR. -_---_ II LOFT GREAT ROOM I 12 5 PRE-ENG. ROOF TRUSSES (SEE FRAMING SHEET FOR DETAILS) INSULATION PER ENERGY CALCS. -. r rp d CONCRETE TURNDOWN, SEE STRUCTURAL DRAWINGS, TYP. BUILDING SECTION SCALE: 1 /4"=1'-0" ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) T.O. WALL T.O. WDW EXTERIOR WALL p _ BATT. INSULATION ' CV SEE ENERGY CALCS in N T.O. 2ND FL ' T.O.M. coT---_-__-_-- rgkT.O. WDW co co n FIN. FLR. MECH 42" LOW WALL CL HALL 12 12 � 5 i 5 PRE-ENG. ROOF TRUSSES (SEE FRAMING SHEET FOR DETAILS) INSULATION PER ENERGY CALCS. OWNER'S SUITE 42" LOW WALL KITCHEN CL SCALE: 1 /4"=1'-0" Q� HALL • BEDROOM 3 EXTERIOR WALL CL BATT. INSULATION SEE ENERGY CALCS 2 CAR GARAGE BOTTOM OF LINTEL @ 6'-4" A.F.F. 1 IY W } 2 � Lu �00� 5;=<o p U) C) W W ��>g mm�cr Y Q I— Z 'dLL00U) Z Z Z ~ Z J W C _ IY g O Q W C a V I-- O g� H O O O O z ow to ON" Imm o u w U) O 'a L) w Z A A Im w w O U W G z O Q MzaQaaa COMMUNITY: UNKSATCALUSA SPRINGS PLAN # 6102 RELEASED: 5/15/20 SHEET A5 • I SEE )F PI INSULATION AS PER SPECS. 1/2" (MIN.) CLG. BD. PRE-ENGINEERED GABLE END ROOF TRUSS - REFER TO STRUCTURALS SOFFIT AT RAKE (BEYOND) REFER TO PLANS 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 Y(REFER TO ELEV.) 2X ALUM WRAPPED FASCIA BD. w/ALUM DRIP EDGE SOFFIT AS PER SPECS. HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL TYP. PENT ROOF DETAIL SCALE: 1/2" = 1'-0" 2-STORY - FRAMED WALL ROOF SHINGLES OVER ROOF SHINGLES OVER 15# ROOFING FELT 12 15# ROOFING FELT 12 SEE ROOF PRE-ENGINEERED ROOF SEE ROOF PLAN PRE-ENGINEERED ROOF PLAN TRUSSES AT TYP. 24" O.C. TRUSSES AT TYP. 24" O.C. ROOF SHINGLES OVER BOTTOM CHORD VARIES. REFER BOTTOM CHORD VARIES. REFER 15# ROOFING FELT TO TRUSS MFGR. DRAWINGS. TO TRUSS MFGR. DRAWINGS. PRE-ENGINEERED ROOF HURRICANE STRAP EACH END HURRICANE STRAP EACH END TRUSSES AT TYP. 24" O.C. OF TRUSS - REFER TO OF TRUSS - REFER TO 12 BOTTOM CHORD VARIES. REFER STRUCTURAL. STRUCTURAL. SEEROOF TO TRUSS MFGR. DRAWINGS. TOP OF C.M.U. TOP OF C.M.U. PLAN j (REFER TO ELEV.) (REFER TO ELEV.) HURRICANE STRAP EACH END SEE 2x6 ALUM WRAPPED FASCIA 1/2" EXTERIOR SOFFIT SEE 2x6 ALUM WRAPPED FASCIA OF TRUSS - REFER TO i ELEV. BD. w/ALUM DRIP EDGE. BD. W/ KNOCKDOWN ELEV. BD. WALUM DRIP EDGE. h0000O.n STRUCTURAL. 1/2" (MIN.) ------ SOFFIT PER SPECS PLASTER FINISH SOFFIT PER SPECS CLG. BD. SEE STRUCTURAL TOP OF WALL D (O SEE STRUCTURAL PLANS (REFER TO ELEV.) BE PROVIDED PLAN INSULATION PER WHEN LIVING SPACE COMMUNITY SPEC. SEE x6 ALUM WRAPPED FASCIA IS ABOVE GARAGE ) SEE ENERGY CALCS. ELEV. BD. w/ALUM DRIP EDGE. 8" CMU BLOCK SOFFIT PER SPECS W/ CEMENTITIOUS 1/2" (MIN.) CLG. BD. FINISH (BEYOND) HEADER PER STRUCTURALS 8" CMU BLOCK W/ CEMENTITIOUS FINISH WINDOW PER PLAN PROVIDE GATT INSUL. �—EXTERIOR FRAMED WALL EXPANSION JOINT SLOPE GRADE AWAY PER ENERGY CALCS. THICKNESS PER PLAN DRIVEWAY PER COMMUNITY FROM HOUSE GARAGE SLAB, SEE STRUCTURAL SPECS PRE-ENGINEERED PLANS 0'-0" dK 0'-0" FLOOR TRUSSES 7/8 STUCCO OVER LATH t4' SLOPESLOPE FIN. FL. SLOPE �. FIN. FL. w/ 3/4" SUBFLOOR W/ 60 MIN. GRADE D PAPER BACKED SCREWED AND GLUED - LATH OVER BARRICADE PLUS WRB REFER TO STRUCTURAL (OR APPROVED EQUAL) DRAWINGS FOR SIZE AND WALL SHEATHING PER FOUNDATION FOUNDATION ORIENTATION STRUCTURAL PLANS PER STRUCTURAL DRAWINGS PER STRUCTURAL DRAWINGS TOP OF FLOOR - (REFER TO ELEV.) MID -WALL WEEP SCREED/EXPANSION JOINT r, TOP OF CMU (REFER TO ELEV.) 1/2" (MIN.) CLG. BD. I AS :::::z TOP OF WINDOW DRAFTSTOPPING PER R302.12 WHEN (REFER TO ELEV.) CONCEALED SPACE\—SEESTRUCTURAL EXCEEDS 1,000SF DRAWINGS 1x6 PT DRAPE BLKG ABOVE WINDOWS WINDOW PER PLAN GYP. BD. WINDOW SILL PRECAST WIN. SILL 1/2" GYP. BD. OVER RADIANT " CMU BLOCK BARRIER INSULATION (R-4.1) w/ CEMENTITIOUS ATTACHED TO 1x2 PT. FINISH FURRING Qa 24" O.C. SLOPE GRADE AWAY BASE BOARD m FROM HOUSE 4 0'-0" FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. 2—STORY WALL SECTION SCALE: 1/2" =1'-0" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS PROVIDE 2X4— FRAMED ENCLOSURE FOR ELECTRICAL PANEL, FINISH W/ J" GYPSUM BOARD ELECTRIC METEF LOCATION - SEE PLANS. VERIFY INSTALLATION IN FIELD FINISH 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" 0- GYPSU w GARAGE a BOARD NICHE FC ELECTRII PANEL & WIRING N ELECTRICAL PANEL ELECTRII PANEL N co `O EXTERIO CMU BLC WALL `v CONCRETE "' CONCRE' CURB REFER CURB RE TO PLANS TO PLAN,' 415.k • WALL SECTION C@ GARAGE DOOR SCALE: 1/2" = 1'-0" ATTIC FLOOR REFER OR SECOND LIVING SPACE] TO PLANS mon_wm Q ELECTRICAL PANEL NICHE AT CMU BLOCK WALL SCALE: 1/2" = 1'-0" TYP. CMU COLUMN Ca LANAI/PORCH SCALE: 1/2" = 1'-0" NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION 1U! L,,-J ' . It W } _ Ir �00}F- >oWC¢0 WOF- U) 5. W W_ F- > W 5 Ir Ir Ir W zzz Wga� _ cc - Z WO U) �F-Q�� cz-cz n Q o O � Q Q 0 0 U 0 to 0 U) 0 z 0 0 p=mmq r� 1-j < x w u �w � aU) a U) A w w Z O_ U W G U) Oo wZaaaaa COMMUNITY: LINKS A CALUSA SPRINGS PLAN # 6102 RELEASED: 5/15/20 SHEET Av•2 BARRICADE PLUS WRB (OR APPROVED EQUAL) TYPICAL AT ALL WOOD TO MASONRY TRANSITIONS 2X FRAMING FLOOR SHEATHING PER SPEC. RIM BOARD REFER TO STRUCT DWGS. 60 MIN. GRADE D PAPER BACKED I� LATH WALL ----� SHEATHING I 7/8" 3-COAT STUCCO I SHEATHING j FLUSH WITH BLOCK WALL I - MID -WALL WEEP' SCREED/EXPANSION I JOINT I 6" SELF ADHERED FLASHIN &8" CEMENTITIOUSs-' \ COATING BUILDING FELT ON TOP OF CONC. BLOCK UNDER FLOOR MEMBERS CONCRETE BLOCK / MAINTAIN 1/8" GAP BETWEEN SHEATHING AND TOP OF BLOCK WALL N Z Lo T EXPANSION JOINT (EJ) AT FRAME & MASONRY SCALE: 1 /2" = 1'-0" PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH @ 9" O.C. MAX. (VERT.) NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ 8" LEG MAY BE USED TO TEMP. ° TO 8" MIN " TO 8" MIN SECURE CONTROL JOINT , DURING INSTALLATION \"4t4" TO 1/2" GAP MIN,, -- FASTENERS TO BE SPACED @ 7" ? O.C. MAX. VERTICALLY LATH SHALL NOT BE BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE PER ASTM C1063 7.10.1.4 TYPICAL STUDS TYPE "M" CONTROL JOINT (CJ SCALE: N.T.S. 8" THICK, 3 COAT CEMENT PLASTER 60 MIN. GRADE D PAPER BACKED LATH APPROVED METAL LATH FASTENED @ 7" (VERT.) O.C. MAX. AT SUPPORTS BARRICADE PLUS WRB (OR APPROVED EQUAL) WOOD SHEATHING PROVIDE 2X4 BLOCKING FLAT MAX. 6" TO 8" FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL STUD PnVA r%l "L" FLASHING SCALE: N.T.S. 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 ROOFMIALL 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 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 ROOFM/ALL 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. Cz L in BARRICADE PLUS WRB (OR APPROVED EQUAL) WOOD SHEATHING WOOD CONSTRUCTION 60 MIN. GRADE D PAPER BACKED LATH METAL LATH 8" MID -WALL WEEP SCREED 6" SELF-ADHESIVE FLASHING 8" THICK, 3 COAT CEMENT PLASTER HORIZONTAL WEEP SCREED - SCALE: N.T.S. STEP 1 FOLD FOLD INWARD @ PT. A STEP 3 FOLD @ FOLD @ 770 FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C STEP 2 m FOLD INWARD @ PT. A CREASE @ PT. B STEP 4 JILL I2-?0 WATERTIGHT SEAL. FOLD. DO NOT CUT. BOTTOM FLANGE FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C FOLD PT. C OVER PT. B TILL PT. C TOUCHES BOTTOM FLANGE W wzOM O} H > cc 0 W =) w J U) w — tY cr Ir � Z LU Z CD W Q a-a 2 � _ �cQo00 = Z LL fA ?o �HQcz 1 C c r n O � a F-_ O 0 O U O MJ Im Z IL O o O V) j o O 1� 'Q al 1=0 I w a w w wA w w _O W 0 tn 00 �Zaaaaa COMMUNITY: NI�CALUSA SPRINGS PLAN # 6102 RELEASED: 5/15/20 SHEET wPoo 'I 0 2) z ¢ 0 z g w z �n Z) z z 3- z x O z x r1r� .J L) Jn z �n z J 7) Jn z x Jn z z z 0 i WRB INSTALLATION SCALE: N.T.S. dF 3. a . •3 . ,:F . g --, mm 1 i SEAL EDGE OF P.T. WOOG BUCK TO MASONRY �����eieeaeeii ,,�. � o r .'Al - .a i 1s iO N A� 0 JUL 20 y 2023 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 2) SET P.T. WOOD BUCK OVER CMU WATERPROOFING IN URETHANE SEALANT. FASTEN PER PRODUCT APPROVALS. 3) APPLY LIQUID WATERPROOFING MEMBRANE OVER THE TOP AND EXTERIOR FACE OF BUCK AND SILL 4) INSTALL WINDOW OR DOOR. FASTEN PER PRODUCT APPROVALS AND SEAL WINDOW OR DOOR FRAME TO P.T. WOOD BUCK AND MASONRY CMU OPENING WATERPROOFING SCALE: N.T.S. * Barricade Flash Fight SBS WOOD OPENING WATERPROOFING SCALE: N.T.S. Iz W } _ CC LJ 0 � 0 } F__ >OCQO W :D I] I-- W � � U Q z wLij F--- J u) W W D Ir Y01-z W00U) zzz~z J Q :�E L1J J EL = J p O z2Z Wc_) tZ U �I—Qz� N c C �O r` Q� Q 0 0 0 U 0 .J z f•L" 0 0 O Ui o �..�1 o 0� m< a� I w a iii W w w Ll "Q A w x w Z 0 FE cn w 0 c� Z 0a rn aP a a a it z COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6102 RELEASED: 5/15/20 SHEET WP,2 z w U) z O 0 z HI _r cr H D O _ t w Z Q Cc 0 2 Cc O } z a z 0 w 0 D 0 O w w m w m O O z w Q U) z 0 06 W z Q J a. w w 3-BULB HALL BATH �)D � rv' NIf 101 nr--�L OS wic Lp -ji0V GFI U I II F- II 0 n LAUNDRY _--220v_u LOFT ADD BLOCKING ADD BLOCKING OWNER'S SUITE LIGHT FIX. DATA D4ONNE�T L ---- J. CL SD i' ADD BLOCKING BEDROOM 2 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I t I I l I I l I I l 4 I I I 1 I I I I I IT S ITJR H I I I I I I I I I I I I I I I I I I ti F O I I %_i_.I v� _I L CL ADD BLOCKING BEDROOM 3 I I I I I I I I I -------------- HALL SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4"=1'-0" ADD BLOCKING BEDROOM 4 )ATA TV I 3 GREAT ROOM ADD -14T BLOCKING 3-BULB EX STE BATH CLJ L FOYER ADD BLOCKING CONC. PATIO ING AREA ADD BLOCKING jT,l T11�1.O 42" AFF 2" PVC CONDUIT 2-2/0 COPPER 1-1/0 COPPER 0 OR 2-4/0 ALUMINUM 200 AMP 42 METER 1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT #4 COPPER OR ALUM. BREAKER PVC 1 /2" PVC CONCRETE ENCASED GROUNDED ELECTRODE T� ttR� I �A� 11, � � MH , ELECTRICAL RISER DIAGRAM NOT TO SCALE � WH Ec c7 O I 220V=@ 2 CAR GARAGE IRRIGATION TIMER GFI PREWIRE FOR o GARAGE DOOR N OPENER ELECTRICAL GFI PANEL ON 2X4 WALL (V.I.F.) ...,_________...............--........_,._.____.,._ ...... ____..,___ —,7 FIRST FLOOR ELECTRICAL PLAN SCALE: 1 /4"=1'-0" 20 AMP DED. OUTLET FOR HOOD/ OPT. MW HOOD RANGE WH DISCONNECT FIELD VERIFY METER ELECTRICAL KEY I DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH -¢- KEYLESS LIGHT FIXTURE - CEILING MOUNTED LED LIGHT FIXTURE - WALL MOUNTED INCANDESCENT LIGHT FIXTURE or VAPOR PROOF LIGHT FIXTURE +c LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN i1 EXHAUST FAN/LIGHT COMBINATION ® CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) ® COMBINATION SMOKE / CO2 DETECTOR ® SMOKE DETECTOR f4 TELEPHONE (OPTIONAL) l TELEVISION (OPTIONAL) 01 ELECTRIC METER = ELECTRIC PANEL _..� DISCONNECT SWITCH dQ 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. 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. Ir LLl �0= 00} F- >oWCQ0 W Q111 Z)WF- W J ;Wg � cr Y Q H Z ,6 lL 0 0 cq Z Z ~ Z_ Z W n- of _3 cl 0 0 = Z LL U) �F-QZD cz CZ cc ��j ¢ o 0 �¢ H 0 O O z U Q oza J O u oWU OAS NJ z u La w I� w I� IL W U O o w u,l w O R It W ID z Z O� c �Z aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6102 RELEASED: 5115/20 SHEET E • N SLAB PENETRATION PLAN SCALE: 1 /4"=1'-0" JUL 21 2027 cc W } 2 � uj �00� } >oWca0 w01- cc I- w 0 3 =�Wg IL (/)Ercc ZZ°W J cr-ga<Z lJ.l�=iYCL �zO 1(n H Q Z cz cz o �r4 a O O O U 0 Q o � w 0 z w a w a a o� o � w w 0 R U LLd G 00 rnZ aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6102 RELEASED: 5/15/20 SHEET p I.'� MASONRY LINTEL DETAILS REINFORCEMENT MARK PE516NATION TOP BOTTOM SHEAR REINFORCEMENT M13-1 8F8-0B/OT ----- ----- MB-2 8178-I13/0T ----- (1) #5 MB-3 8FI6-115AT (1) #5 (1) #5 MB-4 8RFI4-IB ----- ----- APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE, QUALITY PRECAST GO., AND LOTT'S GONGRETE. NOTE5: I. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-O" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REQURIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT SHALL BE GRADE b0, fy=60 ksl 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW SHEET LIST INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.2 SECOND FLOOR FRAMING PLAN 5-1.3 ROOF FRAMIN6 PLAN 5D-I FOUNDATION DETAILS 5D-2 STRUCTURAL DETAILS 51?-3 STRUCTURAL DETAILS PB513-1 STRUCTURAL DETAILS 6ENERAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BASED ON 6th EDITION (2011) FLORIDA BUILDIN6 CODE. • FOOTING DE516N - THESE FOOT I NC75 HAVE BEEN EN61 NEERED FOR A MINIMUM ALLONABLE 501L BEARING CAPACITY OF 1,500 P5F. • ALL LUMBER EXPOSED TO HEATHER OR IN CONTACT N/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION HALLS TO SLAB WITH Y4" DIA. x 23/4" LONG TAPGON5 0 32" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORRO51ON-RE515TANGE COMPATIBILITY OF HARDWARE $ FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED HOOD. GONTAGT LUMBER $ HARDWARE SUPPLIERS TO GOORD. • CONCRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAYS, U.N.O. f'c = 2,500 p51:....... FOOTIN65 2,500 psi:....... 5LA65 ON 6RADE (INTERIOR $ EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXP05ED TO THE HEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTIN65 AND 5LA65 ON GRADE SHALL BEAR ON VIR61N 501L OR q5% COMPACTED FILL. • MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. • GROUT SHALL BE A5TM G416 F'c=3000 PSI w/ MAX %" AGGREGATE • CONCRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE 5TREN6TH OF Ig00 P51 (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON AGI 530/530.1 • REINFORCED GMU GORES (AS INDICATED ON PLAN) SHALL El BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP HALL AND SHALL ALIGN WITH FOOTIN6 DOWEL BELOW. PROVIDE MIN 30" LAP 5PLIGE 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 6ROUTED SOLID ON EACH SIDE OF ALL MA50NRY OPENINGS AND AT ALL WALL GORNER5. • VERTICAL REINFORGEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MA50NRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-O" O.G. IN EXTERIOR WALLS. (AS SHOWN ON PLANS) • ROUGH OPENIN65 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB ED6E5, 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) • JOINTS SHALL BE LOCATED 0 12-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT 6RID PATTERN SHALL BE A5 GL05E TO SQUARES A5 P0551BLE (I:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SPECIFICATIONS (TYP. U.N.O.) DESCRIPTION OF 131-06. ELEMENT 3"xO.131" NAILS 3"x0.120" NAILS J015T TO 50LE PLATE (5) TOENAILS (3) TOENAILS* SOLE PLATE TO J015T/BLK'6. (3) NAILS 0 4" o.c. (3) NAILS 0 4" o.c. STUD TO 50LE PLATE 2 TOENAILS (3) TOENAIL5* TOP OR 50LE PLATE TO STUD 2 NAILS 3 NAILS RIM TO TOP PLATE TOENAILS 0 8" o.c. TOENAILS 0 6" o.c.* BLK'6. BTHN. J015T5 TO TOP PL. (3) TOENAILS (3) TOENAIL5* DOUBLE STUD NAILS 0 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE NAILS o 24" o.c. NAILS o 16" o.c. DOUBLE TOP PLATE LAP 5PLIGE q NAILS IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP a CORNERS $ INTER5EGTIN6 WALLS (2) NAILS (2) NAILS * 0/2'W.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3'W.120", SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE * ARE SHOWN) TH15 MODEL HA5 BEEN DE516NED IN AGGORDANGE WITH THE 6th EDITION (201 1) FLORIDA BUILDIN6 GODE (5EGT1 ON 160q) LATERAL DE516N REQU I REMENT5 FOR THE FOLLOWIN6 WIND 5PEED $ EXP05URE ONLY: 140 MPH - EXP. B WIND I MPORTANGE FAGTOR = 1.0 NTERNAL PRESSURE GOFFF I G I ENT = ENGLOSED, +/- 0.15 ANY WIND 5PEED/EXP05URE NOT L15TED HERE REQU I RE5 FORMAL EVALUATION APPROVAL FROM MULHERN $ KULP 5TRUGTURAL EN61 NEER I N6. EXTERIOR 4 SHEAR AALL 5HEATH I NG SPEC I F I CAST I ON5 INDIGATE5 LOCATION AND EXTENT OF 5HEARNALL NHIGH REQUIRES 5HEATHIN6 AND/ OR FA5TENIN6 SPEGIFIGATION5 BEYOND THAT OF STANDARD GON5TRUGTI ON 5YMB0L SHEAR PANEL 5PEG. 15/32" PLYWOOD OR 056 FASTENED W PI 2Y211x0.131" NAILS @ 6" o.c. ALON6 PANEL E06E5 AND 12" o.G. IN THE PANEL FIELD. 15/32" PLYWOOD OR 056 FA5TENED W P3 2Y211x0.131 " NAIL5 © 3" o.G. ALON6 PANEL EDGES AND 12" o.G. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALLS w/ 15/32" PLYWOOD OR 056 FASTENED w/ 2 "xO.131" NAILS ® b" O.G. AT ALL PANEL E06E5 AND @ 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL E06E5 SHALL OCCUR OVER FRAMIN6 OR 2X BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL EDGE AND FA5TENIN6 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMIN6 @ I6"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED T06ETHER w/ 3Y2"x0.131" NAILS ® I6"o.c. USE (8) 36"xO.131" NAILS ® EA. LAP 5PLIGE. (TYP. U.N.O.) 4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARHALL5 AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENIN65. 5. SEE ARCHITECTURAL PRANIN65 FOR ADD'L WALL GON5TRUGTION REQUIREMENTS. 6. ALL EXTERIOR WALLS ARE GON5IDERED 5HEARNALL5. 1. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. 8. A MAXIMUM OF TWO 1'-4" HIDE X 2'-0" TALL OPENINGS ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARHALL5 50 LON6 AS THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 EDGE NAILIN6 REQUIRED AND OCCUR 16" MINIMUM FROM THE EN05 OF THE 5HEARWALL. Window i Door Allowable Wind Pre55ure5 140 MPH Wind Zone Ex o5ure B OPENING 51ZE INTERIOR ZONES END ZONES 8' 6arage Door +18.5 P5F/-20.q P5F +18.5 P5F/-20.q P5F I6Garage Door +I1.1 PSF/-Iq.1 P5F +I1.1 P5F/-Iq.1 P5F 10 SOFT. +21.2 P5F/-22.q P5F +21.4 P5F/-28.3 P5F 20 5QFT. +20.2 P5F/-22.0 P5F +20.2 P5F/-26.4 P5F 50 SOFT. +H.O P5F/-20.8 P5F W1.0 P5F/-23.q P5F 100 SOFT. +18.0 P5F/-Iq.B P5F +18.0 P5F/-22.0 P5F 500 SOFT. +15.8 P5F/-I1.6 P5F +15.8 P5F/-I1.6 P5F (DEnd Zone i5 defined as the smaller of 10% of least horiz. dim. or 40% Of mean roof height. NOTE: Pressures charted here are allowable pressures and have been reduced per A5GE 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 TRU55 CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 1/I6' MIN. 0515/PLYHOOD 5HEATHIN6 24/16, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"4.113" RING SHANK NAILS (R5R5-01 OR EQUIV) a b" O.G. AT PANEL EDGES $ 0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END $ DRA6 TRU55E5 w/ RING SHANK NAILS o 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALONG PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE CLIPS ALON6 UNSUPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 DELON w/ 51MP50N VTGR CLIPS a 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRUSS MANUFACTURER, UNLE55 OTHERN15E NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER HTGA $ TPI'S BG51 I GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6 ✓t BRAGIN6 OF METAL PLATE CONNECTED HOOD TRUSSES." • ROOF TRU55 SHOP 01165. SHALL BE SUBMITTED TO ARCH $ EN6. FOR REVIEN AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH $ SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER FASTENED TO FRAMIN6 w/(2) 3"4.131" NAILS a 16" O.G. UPLIFT CONNECTORS BEARIN6 CONDITION TRU55 CONNECTOR LENGTH < 15' 51MP50N H2.5T SINGLE ROOF TRUSS BEARIN6 ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF GIRDER TRU55 BEARIN6 ON WOOD STUD WALL/WOOD BEAM ALL 51MP50N HT520 51N6LE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARIN6 ON GMU WALL ROOF 6.T., FLUSH BEAM OR FLUSH G.T. BR6. ON GMU WALL ALL (2) 51MPSON HETAI6 ALL BEARIN6 POINTS OF EACH ROOF TRUSS SHALL BE CONNECTED WITH CONNECTOR A5 L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION". M$K HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-10. ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRAWING SHALL SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR SPECIFICATIONS AND LOADS 5HOHN ON THE SHOP GAR05. LEGENP • ® INTERIOR BEARIN6 WALL • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARNALL r-:-.-.-.-i 1: • ::::::: ► EXTENT OF OVERFRAMIN6 L'i -'-'J •---- --- - —INDICATES I/8"A" SAN GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HAN6ER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. HOLPOAN / STRAP SCHEDULE SYMBOL 5PEGIFIGATION FASTEN BUILT-UP POSTS 5UPPORTIN6 ROOF 6.T. TO GMU WALL w/ (1) 51MP50N M5T6M40 STRAP w/ (12) Y4" 5T-1 DIA x [V4" LON6 TAP6ON5 INTO GMU. DE516N ACCOUNTS FOR REDUCED STRAP GAP. FOR SHORTER TAP6ON5. (USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.O.) GENERAL STRUCTURAL NOTES • DE516N 15 BASED ON 6th EDITION (2011) FLORIDA BUILDIN6 CODE. • WOOD FRAME EN6INEERIN6 15 BASED ON NOS, "NATIONAL OE516N SPECIFICATION FOR WOOD GON5TRUGTION" - LATEST EDITION. • DE516N LOA05: ROOF LIVE = 20 P517 DEAD = 1 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 STAIRS $ DEGK5) = 30 P5F @ SLEEPING AREAS = 50 P5F @ 6ARA6E = 200 # POINT LOAD @ 6UARD5/HANDRAIL5 = 50 P5F ® GUARD IN -FILL COMPONENTS DEAD = 10 P5F (20 PSF TOTAL ® TILE) WIND ULTIMATE WIND SPEED $ EXPOSURE A5 L15TED R15K GATE60RY 11 GENERAL FRAMIN6 • EXTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x 5PF#2 OR 5YP#2 o 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x 5PF OR 5YP STUD' 6RADE LUMBER a 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARHALL5 SHALL BE CONSTRUCTED WITH 2x STUD' 6RADE MEMBERS SPACED a 16" O.G. (MAX.). • ALL NON-BEARIN6 INTERIOR STUD HALLS SHALL BE CONSTRUCTED WITH 2x 'STUD' 6RADE MEMBERS 5PAGED 0 24" O.G. (MAX.). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD $ (1)2x KIN6 STUD, MINIMUM. - THE NUMBER OF 5TUD5 5PEGIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK 5TUD5 REQUIRED, U.N.O.. • ALL HEADERS, BEAMS $ OTHER STRUCTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS $ HEADERS H/ 3-ROH5 OF 3"0.131" NAILS ® 12" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FACES 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROH5 OF NAILS FOR 2x6 $ 2x8 MEMBERS. • FACE NAIL BUILT UP 2x P05T5 W/ 3"0.131" NAILS o 16" O.G. 5TA66ERE0. APPLY NAILIN6 FROM BOTH FACES @ 3-PLY OR MORE GONDITION5. • REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALLS w/ 1/16" 056 FASTENED w/ 2y2"xO.131" NAILS @ 6" O.G. ® E06E5 $ 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL E06E5. 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=1.55x10^b psi • LVL - Fb=2600 psi; Fv=285 p51; E=2.Ox10^b psi • FOR 2 $ 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROH5 OF 3"0.131" NAILS o 8" OIG OR 2 ROW5Y4"x5Y2" 51MP50N 5D5 5GREH5 (OR 3Y2" TRU55LOK 5GREH5) A 16" O/G. USE A MINIMUM OF 3 ROH5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP $ BOTTOM NAIL5/5GREN5 2" FROM ED6E. SOLID 3Y2" OR 5Y4" BEAMS ARE ACCEPTABLE. USE 2 ROH5 OF NAILS FOR 2x6 $ 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROH5 OFY4"xb" 51MP50N 505 5GREH5 (OR 6 3/4" TRU55LOK 5GREH5) o 16" 0/6. USE A MINIMUM OF 4 ROH5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES (ONE 51DE ONLY FOR TRU55LOK 5GREH5). LOCATE TOP AND BOTTOM 5GREH5 2" FROM EDGE. A 50LID -I" BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL 5TUD5 IN CONTACT w/ GMU WALLS SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LON6 TAPGON5 o 24" O.G. FLOOR FRAMIN6 • I-J015T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/460 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HAN6ER5 SHALL BE 5PEGIFIED BY I-JO15T /TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • I-JO15T/TRU55 SHOP DH65. SHALL BE SUBMITTED TO ARCH. $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY • FLOOR 5HEATHIN6 SHALL BE 23/32" GONFORMIN6 TO P52-04, 24" O.G., EXP05URE I, TONGUE AND 6ROOVE ED6E5, FASTEN 5HEATHIN6 TO FRAMING MEMBERS H/ GLUE AND 3"4.131" NAILS 6" O.G. AT PANEL E06E5 $ 12" O.G. AT INTERMEDIATE SUPPORTS. TYPICAL 5TA I R GON5TRUGTI ON NOTE5 • (3) 51N6LE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR LANDIN6, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM w/ (1) 51MP50N A35 CLIP AT EACH 5TRIN6ER. • FASTEN 2x6 P.T. PLATE TO CONCRETE 5LAB w/ (5) 3/y" DIA. x 3 Y2" LONG TAPGON5. • FASTEN END 5TRIN6ER5 TO ADJACENT WALLS w/ (2) 3"x0.131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE %" FLOOR DEGKIN6 ON R15ER5 AND I" FLOOR DEGKIN6 ON TREADS. • SEE STAIR FRAMING SECTION FOR MORE INFO. seal: �,��eo�easeej� JUL 2 © copyright :°44f�'`i NA\•� Stru4g1W Egg p j*W,1nc. o(D z JW W W z N CD z W J 0) CM E s = Q m E Q 1 J � z W S Co W m _ 8 N i� cc M n M&K project number: 068-2001 1 project mgr: IVJ M drawn by: JAI issue date: 04-07-20 REVISIONS: date: initial: 04/24/20 JAI sheet: C�•P" a SM0.0 I 2 5D-1 le 35'-0" 14'-0" 10'-0" III -oil . PATIO 5LAB: 3 %2" GONG. SLAB ON 6RADE (2500 PSI MIN.) w/ 6x6-WI.4xHI.4 MESH OR FIBER MESH ON q5% GOMPAGTED FILL OR VIR61N SOIL. 2 5D-I 16'-6" �6'-2- �. 12'-4" GONGRETE 5LAB: 3 y2" GONG. 5LAB ON 6RADE (2500 P51 MIN.) W/ 6x6-W1.4xHl.4 MESH OR FIBER MESH OVER 6 MIL. POLY ON q5% GOMPAGTED FILL OR VIR61N SOIL. 10'-2 1/4" •I ---L-- —------� 8"xl6" THIGKENED 10 SLAB UNDER 5D-1 BEARIN6 WALL . I (TYP.) — *- - —9 Fe HVAG UNIT LEGENP • ® INTERIOR BEARIN6 WALL • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL EXTENT OF OVERFRAMIN6 •----- - --- —INDIGATE5 I/8"A" 5AW GUT GONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HANGER o * INDIGATE5 P05T ABOVE. PROVIDE 50LID CD BLOGKINO UNDER P05T OR JAMB ABOVE. 5.6.D . RECE55 PER I MANUFACTURERS l N5TRUGT I ON r— - NOTE: REFER TO BLOCK I 2 PLAN FOR ALL DOWEL LOCATION DIMENSIONS. l I 5D-I l I (0'-3 5/4" l I l � F------3)/2It STEP — ----- m 0 N STEP VARIES I I 4 I I 5D- 3IVY GONG. 5LAB ON GRADE I • (2500 P51 MIN.) W/ 6x6-WI.4xWl.4 MESH OR FIBER MESH OVER 6 MIL. POLY ON q5% GOMPACTED FILL OR VIRGIN SOIL. a i i i i I6FHOU5E 24"x24"AT PLAIN 2 GONG. FT6. W/ TOP OF 5D-I 5D-IFT6. 12" BELOW TOP OF 5D- r SLAB (TYP. OF 2) I•.I I.•I L — J L J 16'-6" 35'-0" 5LAB PLAN SCALE: 1/4"=1'-0" (2244 SHEET) ALL FORMS SIM. SCALE: I/8"=1'-0" (IIxI1 SHEET) . . REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 4 SCHEDULES aa�a®a�iltei��i seal: � T r © copyright ® �1�' � � Structural,Ang, Inc. CD Z _J R W W N z CD z W J 0� a o� Z= �C- ~ • U a o� Cn 'S j =-� m E a Q. _J z W Y o y m` Lil N M G. M&K project number: 068-2001 1 project mgr: NJ M drawn by: ,JAI issue date: 04-07-20 REVISIONS: date: initial: 04/24/20 JAI a C Q 0 O J L` u1 N p z OL a a z J J d m U W a r Z � LIJ JJ sheet: Fm 1.o El i— r- a- r- 55'-0" 4'-10" 4'-6" 7'-2" 6'-2" V 4'-0" 3'-2" v 5'-2" MB-1 MB-I I MB-I r- r- I' LEGEND • ® INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL I: I EXTENT OF OVERFRAMING •------- - - ------INDIGATE5 1/8"A" 5AW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKING UNDER P05T OR JAMB ABOVE. MA50NR1' LINTEL PETA I L5 REINFORCEMENT MARK DE5I6NATION TOP BOTTOM 5HEAR REINFORCEMENT MB-I 8F6-013/0T ---- ----- MB-2 6F8-IB/0T ----- (I) #5 M5-3 8FIb-IB/IT (I) #5 (I) #5 H3-4 8RF14-I13 ----- ----- APPROVED LINTEL MANUFACTURERS ARE: GA5T-CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE. NO 5: I. ALL LINTEL5 w/ 5PAN5 GREATER THAN 14'-0" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REQURIED. 3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORCEMENT SHALL BE GRADE 60, fy=60 ksi b. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DESIGN. 1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES ff SCHEDULES s�eeeeuie�ei�� seal: a. 2 ( 0 R'k © COPYri9h�ss , •�j� �,,' Struineering, Inc. Z JLU w W z N CD z W 0- J Q O o� �> Sa OR _! Z W � Y O O y LY m g c � c� a M&K project number: 068-2001 1 project mgr: NJ M drawn by: JAI issue date: 04-07-20 REVISIONS: date: initial: qr C -� 12"xl2" GMU PIERS -� Q d- 'n (TYP. OF 2) 'n 0 LL MB_I::.::::::: Sk - 1" J 4'-0" 3'-2" 3'-2" I'-0' 4'-61 I'-0' 16'-0" I'-4" 0 0 nn iz 35-0" (L z LO 'Q 0 Q � SLOG PLANC SCALE: 1/4"=1'—O" (22x34 SHEET) ALL FORMS SIM. U SCALE: 1/6"=1'—O" (IIxI1 SHEET) U w 'Q 0 LLJ .-I -I sheet: F1111111112.0 LEGEND mnmuu � - I' � ' ►• 1 • = = = = = BEARIN6 WALL ABOVE • BEAM / HEADER • M � � LOCATION AND EXTENT OF 5HEARWALL EXTENT OF OVERFRAMI% •--- — w-- m--w----INDICATE5 1/6"A" SAW GUT CONTROL JOINT INDICATE5 LOCATION OF REINFORCED GMU GORE El (5EE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. HOLDOWN / STRAP SCHEDULE SYMBOL 5PEGIFIGATION FASTEN BUILT-UP P05T5 5UPPORTIN6 ROOF G.T. TO GMU WALL w/ (1) 51MP50N M5TGM40 STRAP w/ (12) Y4" 5T-I DIA x V4" LON6 TAPGON5 INTO GMU. DE516N AGGOUNT5 FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5. (U5E ONE 5TRAP TOTAL PER BUILT-UP POST, U.N.O.) ROOF FRAMIN6 • 5EE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 GONNEGTOR5. • ROOF 5HEATHIN6 5HALL BE 1/16" MIN. 056/PLYW000 5HEATHIN6 24/b, EXP05URE I. FA5TEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 %"0.113" RING SHANK NAIL5 (R5R5-01 OR EGUIV.) ® 6" O.G. AT PANEL E06E5 4 ® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END 4 DRA6 TRU55E5 w/ RIN6 SHANK NAIL5 ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALON6 PANEL E06E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" 5TYLE GLIP5 ALONG UN5UPPORTED ED6E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY 5ET5. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR GLIP5 ® 24" O.G. • ALL METAL HAN6ER5 5HALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • ERECT AND IN5TALL ROOF TRUSSES PER WTGA $ TPI'5 BG51 I GUIDE TO 600D PRACTICE FOR HANDLING, IN5TALLIN6 4 BRAGIN6 OF METAL PLATE GONNEGTED WOOD TRU55E5." • ROOF TRU55 5HOP DW65. 5HALL BE 5UBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • 5UPPORT PORCH $ 5HORT SPAN ROOF TRU55E5 w/ 2x4 LE06ER FA5TENED TO FRAMING w/(2) 3"x0.131" NAIL5 ® 16" O.G. UPL I PT CONNECTORS BEARIN6 GONDITION TRU55 CONNECTOR LEN6TH < 15' 51 MP50N H2.5T SINGLE ROOF TRU55 BEARING ON > 15' 51MP50N HIOA WOOD 5TUD WALL/WOOD BEAM ROOF GIRDER TRU55 BEARING ON WOOD STUD WALL/WOOD BEAM ALL 51MP50N HT520 SINGLE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARIN6 ON GMU WALL ROOF G.T., FLU5H BEAM OR ALL (2) 51MP50N HETAI6 FLU5H 6.T. BR6. ON GMU WALL ALL BEARING POINTS OF EACH ROOF TRU55 5HALL BE CONNECTED WITH CONNECTOR A5 L15TED ABOVE. IT 15 THE RE5PON51BILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N 5TANDARD5 FOR METAL PLATE CONNECTED WOOD TRU55 GON5TRUGTION". M4K HA5 ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-10. ALL UPLIFT GONNEGTOR5 AND LOAD5 PER TH15 DRAWING 5HALL 50PER5EDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR SPECIFICATIONS AND LOADS 5HOWN ON THE SHOP CARDS. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES � SCHEDULES seal: 'k�e�eea►►►►ee ���.r:- ���'"°`•,�� x, JIJI L ���•4OR,�•����� © copyright ; ��I�►�-S� Structu&1144#�r, Inc. CD z ...� oc W W z CD z W J Q Z WW cry JZ W 0 y W 7 M&K project number: a LZ dF 't o. tm E c E Q • �o Y cmL6 o N M O. 068-2001 1 project mgr: NJ M drawn by: JAI issue date: 04-07-20 REVISIONS: date: initial: z d � Q � O Z L" wr f� Q 0 Z 0 x LL a Q a 0 2Ni;� FLOOR FRAMING PLAN , J SCALE: 1/4"=1'-0" (2244 SHEET) FORM 5 0 SCALE: 1/6"=1'—O" (IlxI1 SHEET) i r I� I.J.y T * T d 0 Z � LLJ -I sheet: Sm 1.2 C i 1- LL li LL C l� C r LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARNALL • I:::::::::I EXTENT OF OVERFRAMIN6 L' —' _ —'J •----- — -- --INDICATES I/8"xl" 5AN GUT CONTROL JOINT INDICATE5 LOCATION OF REINFORCED GMU GORE ED (SEE NOTES) J L METAL HANGER INDICATE5 P05T ABOVE. PROVIDE SOLID BLOGKIN6 UNDER P05T OR JAMB ABOVE. a ROOF FRAMINCG • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 056/PLYWOOD 5HEATHIN6 24/g, EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 %"4.113" RIN6 SHANK NAILS (R5R5-01 OR EQUIV) 0 6" O.G. AT PANEL E06E5 4 0 6 O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END $ DRAG TRUSSES w/ RING SHANK NAILS 0 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALONG PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE GLIP5 ALON6 UNSUPPORTED ED5E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRUSS ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR CLIPS 0 24" O.G. • ALL METAL HAN6ER5 SHALL BE 5PEGIFIED BY THE TRU55 MANUFACTURER, UNLESS OTHERN15E NOTED. • ERECT AND INSTALL ROOF TRUSSES PER NTGA 4 TPI'5 BG5I I GUIDE TO GOOD PRAGTIGE FOR HANDLIN6, IN5TALLIN6 4 13RAGIN6 OF METAL PLATE GONNEGTED WOOD TRU55E5." • ROOF TRU55 SHOP ON65. SHALL BE SUBMITTED TO ARCH $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LE06ER FASTENED TO FRAMING w/(2) 3"4.131" NAILS 0 16" O.G. U10L I fT CONNECTORS BEARIN6 CONDITION TRU55 CONNECTOR LEN6TH < 15' SIMPSON H2.5T 51N6LE ROOF TRU55 BEARING ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRUSS BEARIN6 ON ALL 51MP50N HT520 WOOD STUD WALL/V4001) BEAM SINGLE ROOF TRUSS OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL ROOF 6.T., FLUSH BEAM OR ALL (2) SIMP50N HETAI6 FLUSH G.T. BR6. ON GMU WALL ALL BEARING POINTS OF EACH ROOF TRUSS SHALL BE CONNECTED NITH 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 DE516N 5TANDAR05 FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION". M4K HAS EN6INEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-10. ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWING SHALL SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR 5PEGIFIGATION5 AND LOADS SHOWN ON THE SHOP CARDS. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES $ SCHEDULES aeeeeaa�re����M. seal: ���,. _ �_ F�?r . �► © copyright 4k NwAu� I�%O% Stru drifliq A, Inc. acm z JLU w w z_ �Z z w a J a oc Z= F— .a c.� A -'r Qc UJac wo -5 j a j + J '= Q o z W Y Co W m gc C M a M&K project number: 068-200 1 1 project mgr: NJ M drawn by: JAI issue date: 04-07-20 REVISIONS: date: initial: 'Q Ca O W � n I --I Z 0 x z a � Q (n R00� SRAM I NG 12LAN SCALE: 1/4"= I'-O" (22x34 SHEET) FORM B LL o SCALE: 1/6"=1'-O" (Ilxll SHEET) ry� LLr L 0 0 0 Z x LLJ JJ sheet: SmI.3 FILLED CELLS (5EE PLAN) * 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL °> 4" GARAGE (1) #5 VERT. FROM FT6. TO OVER 3/4" FURR STRIPS -PER BUILDER " TOP VIEW BOND BEAM. LAP W HOUSE SLAB FOUNDATION DOWEL MIN. (5EE PLAN) C� GORNER 30" GROUT CELL 50LID GONG. OR PAVER DRIVEWAY �— GARAGE WALL BEYOND SLAB PLAN) <`.. - O GRADE - =1 I I —III —III: r1I11=1 Q _ I I I m II I II I . I MI 11=1 El I M I I I � I I 111 I=III=I I I=I I I=1 I MI I MI I M I I. I I —I 11—GARAGE 11=1 11(5EE I I I 1I_— °< a° Q. ° .°. a ° •;lee I6"x8" THICKEN! EDGE W/ (2) #5 GONT. THICKENED EDGE @ GARAGE DOOR DETAIL WALI: NM 8" GMU BLOCK GLEAN COMPACTED FILL ® q5% 5TANDARD DENSITY SCALM NTS I) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. (5EE PLAN5 FOR LOCATION) I III=1 I I=1 I � IMONOLITHIC FOUNDATION '-O" W/ (2) #5 GONT. ON GHAIR5 MIN. WHERE 2NO STORY WALL OGGUR5 DIRECTLY ABOVE THE 8" GMU WALL 5HOWN, FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BARS r-r.TlnkI W / PI n,,r.IC nr-TA I 8" WIDE GONT. 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL GONG. GURB BEYOND OVER 3/4" FURR 5TRIP5 (1) #5 VERT. FROM FT6. EXTERIOR DOOR -PER BUILDER TO BOND BEAM. LAP W HOU5E SLAB FOUNDATION DOWEL w-Q, GARAGE SLAB MTL. THRESHOLD (5EE PLAN) MIN. 30" GROUT CELL (5EE PLAN) 5ET IN SEALANT SOLID PAVERS z Q °. ° (5EE PLANS) a � O GRADE —III—III—III—III i � � " —III—I I I_I I I_I I II i III III III III —I III III III III, m '=1 11=1 11= 1=1 I I III —III —III —I 11- I' '=1 11=1 11= a 1=1 I I . 11 I —I I I —I 11=I 11- ' '—III—� III —I l a . I—III-111-1 I '—III—� 111—I I a ° a I I —I I I —I I I —I I —I I I —I I III —I I I —I I- III I —III —III= III =— 1) #5 DOWEL W/ 6" HOOK AT 11-11- 111-I I I _ I I I -III -I ALL VERT. WALL REINF. III=� I 111=111= 1111 I I (5EE PLAN5 FOR LOCATION) III 1 1 111=III=111 I I I I ,_ MONOLITHIC II—III—III—III=1 _ 11=III=III—III=III_ GLEAN COMPACTED III =III= I GLEAN COMPACTED " III =1 1= I i' FOUNDATION W/ (2) #5 FILL ® q5% I'-0" MONOLITHIC FOUNDATION FILL ® q5% STANDARD 1'-0" GONT. ON GHAIR5 STANDARD DENSITY 1MIN. W/ (2) #5 GONT. ON GHAIR5 DENSITY AND TERMITE MIN. TREATED WHERE 2ND STORY WALL WHERE 2NO STORY WALL OGGUR5 DIRECTLY ABOVE THE OGGUR5 DIREGTLY ABOVE THE 8" GMU WALL SHOWN, FT6. SHALL 8" GMU WALL 5HOWN, FT6. SHALL BE 1'-4" WIDE W (2) #5 BARS BE 1'-4" WIDE W (2) #5 5AR5 GARA&E CURB DETAIL &RATTE DOOR DETAi LWAa: WS xrs PATIO/PORGH/LANAI SLAB (5EE PLAN) 8"x8" THICKENED - 5LAB W/ (1) #5 GONT. THICKENED EDGE DETAIL 3 W42: NM 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO R4.1 FI-FOIL OR EQUAL BOND BEAM. LAP w/ OVER 3/4" FURR 5TRIP5 -PER BUILDER FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID HOUSE SLAB PORGH/PATIO/LANAI (5EE PLAN) 5LA13 OR PAVERS (5EE PLAN) d b I_III—_III—_III—_III ° d I—III—III—III—� 11- dd" — ' EXP JOINT —' v —III III=III—III=I III —I I ° ° I I —III —III_ #5 DOWEL W/ 6" HOOK AT _ _ I11=III- ALL VERT. WALL REINF. ' I I I I—III-III-1 I III- (5EE PLAN5 FOR LOCATION) GLEAN GOMPAGTED I11-111- FILL ®q5% MONOLITHIC FOUNDATION 5TANDARD DENSITY 1�-0II W/ (2) #5 COW. ON MIN. GHAIR5 WHERE 2NO STORY WALL OGGUR5 DIRECTLY ABOVE THE 8" GMU WALL 5HOWN, FT6. SHALL BE 1'-4" WIDE W (2) #5 BARS EXTERIOR INALL ® PORCH/PATIO/LANAI DETAIL. WAU: WIS Y2" GYP. BD. EA. 510E OF 2x4'5 ® 16" O.G. Y2" J-BOLTS 6" FROM EA. v END OF WALL AND 5PAGE A 52" O.G. N 2" (6" MIN. EMBED) w 5TUD PLATE TIES PER PT BOT. PLAN ® 5TUD TOP 4 PLT. BOT. A. a � •' °, . d (2) #55 GONT. W/ --/ 8" 8" 3" MIN. CLEAR UPLIFT GONNEGTOR5 SUGH A5 5TUD PLATE TIE5, HURRICANE GLIP5, AND ANCHOR BOLT5 ARE NOT REQUIRED ON WALL5 NOT SUBJEGT TO A GALGULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE 5UGH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. GARAGE 5TEP DOWN DETAIL WAU: WIS 8" GMU (1) #5 VERT. FROM FT6. TO — BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL SOLID z_cc L cq RADE ' III=III=III=111= d . 4 . e III- . I —III—_ III ° III—III=1 1(- GLEAN COMPACTED FILL ® 615% STANDARD DENSITY MIN. WHERE 2NO STORY WALL OGGUR5 DIRECTLY ABOVE THE 8" GHU WALL SHOWN, FT6. SHALL BE 1'-4" WIDE W (2) #5 BARS GH,45E DET� I L 8 scAt1: krs R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR 5TRIP5 -PER BUILDER HOU5E SLAB (5EE PLAN) PVG GHA5E 5LEEVE TO BE TWIGE THE DIAMETER OF PROTECTED PIPE MONOLITHIC FOUNDATION W/ (2) #5 GONT. ON CHAIRS seal: 6..111�,�. a a m it o- 2 20 f,,5 % © cop Yn9ht`strt%{�Irej. �� % 99'9Wf om z JLU W _Z \/ z i z w a Q Z= as r•- c� A t �a CmE UJt- CA co j =� 00 E a > Z v W C Y 0 y W C m N a. IV M&K project number: 068-2001 1 project mgr: NJ M drawn by: JAI issue date: 04-07-220 REVISIONS: date: initial: 04/24/20 JAI d Q W 0 8" GMU BLOCK BEYOND U. R4.1 FI-FOIL OR EQUAL � '--1 EXTERIOR DOOR OVER %" FURR 5TRIP5 TTi MTL. THRESHOLD -PER BUILDER �--: �•�••1 5ET IN 5EALANT HOU5E 5LAB Y2"(Pxb" LONG W n Z (5EE PLAN) PRE55URE 51MP50N TITEN HD PORGH/PATIO/LANAI TREATED BOTTOM 5GRE15 ® 4'-0" O.G. 1--.I 0 Ix 5LAB OR PAVER5 AND 12" MAX FROM I --I a (5EE PLANS) PLATE END OF WALL d PER MANUF U? III III III I I— I; III=111=1 11=111=— --_— =1 11=I 11=1 I I=1 11=1 I Q '—III—III= cx I —III I I I—III—III=1 I_ I _ _ '—III — I III —II I—IIIIlIIIIIIII- II1-1II III III — I —I ► I- I I I —I i—I ► i- ,11�—I 1=1 1=1 1III —III-11�—III I► i—I I-11�, ; ,1 I I—' ' '►, Im III II ' : d.. I-1�1=1�1- � `�v' �—,IIIITIIIITiilll��►Illlllllllllllll�lll�lilllll_I1�1111- -11 _ I I=III III-1 I I I _-_ 11=I m -`� _III-1 I I, ,711 .I I III=1 I I=III I I II MONOLITHIC 11-411 Q 1(- GLEAN COMPACTED III =11 �= I I' FOUNDATION W/ (2) #5 J T J 'Q FILL ® q5% STANDARD I'-O'I GONT. ON CHAIRS "'''� (.0 (f� DENSITY AND TERMITE MIN. J" TREATED � O LU0Z WHERE 2NDSTORY WALL UPLIFT GONNEGTOR5 5UGH A5 STUD PLATE TIE5, HURRICANE GLIP5, AND �•L OCCURS DIRECTLY ABOVE THE ANGHOR BOLTS ARE NOT REQUIRED ON WALL5 NOT SUBJEGT TO A 8" GNU WALL SHOWN, FT6. SHALL GALGULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUGH HARDWARE BE 1'-4" WIDE W (2) #5 BARS WILL BE 5PEGIFIGALLY NOTED ON PLAN. sheet: EXTERIOR OUT5AIN6 $ 56D POURED 51 LL5 DETAIL (,;; I NT. BE,AR NG WALL PO00T NG DETA I L WAO- MS WALM NTS SD-1 PROVIDE 50LID SHIM BETW'N TRU55 d CONNECTOR IF TRU55 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 5HEATHIN6 TO FASGIA WITH 2 %"xO.113" RING SHANK NAIL5 ® 6" O.G. 2xb FASCIA -5EE ARCH REINF. MA50NRY LINTEL/ BEAM - - 5EE PLAN FOR SPEGIFIGATIONS. �!E �TS/6 2x EXTERIOR WALL -5EE PLAN FOR 5HEATHIN6 AND CONNECTION 5PEG5. - EXTERIOR WALL 5HT'6. TO RUN-, GONTINUOUS FULL HEIGHT OF WALL FROM BOTTOM OF LADDER TRU55 TO TOP OF DOUBLE TOP PLATE 2 Y2"xO.131" ® 3" O.G. INTO 50LE- PLATE LADDER TRU55. FASTEN LADE TRU55 TO EA. BLK6 PANEL W (3)3 Y4"x0.131" NAIL5 MIN. 2 Y2"x0.131" ® 3" O.G. INTO LADDER TRU55 FASTEN LADDER TRU55 TO GMU- BOND BEAM w/ 51MP50N HETAI6 EMBEDDED STRAP ® I b" O.G. STRAP MAY BE INSTALLED ON IN510E OR OUT5IDE FACE OF TRU55 VERT WALL REINF. TO EXTEND INTO BOND BEAM b" REINF. GMU WALL -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 SECTION 3S SCALE: S/4"=1'-O" 5EE UPLIFT CONNECTOR SGHEDULE ON PLANS FOR CONNECTOR SPEGIFIGATIONS CONNECT EACH END OF MA50NRY LINTEL TO TOP OF PIER/ WALL W (1) #5 BENT DOWEL w/ 24" LE65 FASTEN SOLE PLATE TO TOP CHORD OF LADDER TRU55 W 3"x0.131" NAIL5 ® 6" O.G. FASTEN FLOOR FLOOR TRU55E5 5HTG. TO FIRST -PER PLAN TRU55 W 3"0.131" NAIL5 ® b" o.c. 2x4 (MIN) 5PF #2 BLOGKIN6 A5 SHOWN AT 4b" o.c. FACE NAILED TO TRU55 TOP d BOTTOM CHORD w/ (4) 3"0.131" NAIL5. W GMU BOND BEAM W/ (1) #5 GONT. ALL LAPS IN MA50NRY 25" RUNNING BAR #5 BENT CORNER BAR GROUTED CELL TYP. CORNER PERT. WALL RE I NFORG I NCG DETAIL SCALE: Nr5 FASTEN ROOF 5HEATHIN6 TO FASGIA WITH 2 %"xO.113" RING SHANK NAIL5 ® 6" O.G. UJ U� 2x FASCIA u' -5EE ARCH 2x SHEAR WALL - 5EE PLAN FOR SPEGIFIGATIONS. - SECTION 2E SCALE: 5/4"4-O' FASTEN ROOF 5HEATHIN6 TO 2x BLOGKIN6 W 2 !Y8'xO.113" RING SHANK NAIL5 ® 6"O.G.- ROOF TRU55E5 ® 24"O.G. HANGER -BY TRU55 MANUF. VERT WALL REINF. TO - EXTEND INTO BOND BEAM W REINF. GMU WALL -5EE PLAN FOR VERT. $ HORZ. REINF. 5PEG5 5EE UPLIFT CONNECTOR SGHEDULE ON PLANS FOR CONNECTOR SPEGIFIGATIONS FASTEN ROOF TRU55 TO DOUBLE TOP PLATE W (3) 3 Y4"x0.131" TOENAILS 2xb BLOGKIN6 IN EA. TRU55 BAY FASTENED TO EACH GRO551N6 STUD w/ (3)3Y4"xO.131" NAIL5 5EE DETAIL 31 FOR ADDITIONAL CONNECTION INFO 5HTG. FASTENING FLOOR TRU55E5 -PER PLAN 8 GMU BOND BEAM W/ (1) #5 GONT. BY WINDOW/DOOR MANUFACTURER NOTES: 2x4 GATS ® 16"O.G. FASTENED TO GABLE END TRU55 W (20'xO.131" TOENAILS. PROVIDE (1) 51MP50N H3 CLIP OVERHAN65 > 12" 6YP5UM BOAR[ PER ARCH FOR FIREPROOFING 1'-4" MAX GABLE END VERTICAL WEB REINFORGIN6 A5 REOURIED BY TRU55 MANUF. 3 Y4"x0.131" TOENAILS ® 12" O.G. GONNEGTIN6 BOTTOM CHORD TO TOP PLATE FASTEN BOTTOM CHORD OF GABLE END TRU55 TO TOP PLATE WITH 51MP50N A35 GLIPS ® 32" O.G. FASTEN BOTTOM OF 2x4 J BRACE TO DBL. TOP PLATE W (1) 51MP50N H2.5T 4 (2)3 Y4"x0.131" TOENAILS FASTEN 5HEATHIN6 TO 2x4- BLOGKIN6 W 2 %"x0.113" RING SHANK NAILS ® 4"O.G. ROOF 5HTG SHALL BE GONT. 24" MIN ONTO. ROOF 1'1/"NLJ lW IL V.V. SECTION 216 SCALE: 3/4"=I'-0' FASTEN TOP CHORD OF END TRU55 OR 2x4 NAILER THRU WALL 5HEATHIN6 TO EXT. WALL 5TUD5 w/ 3"xO.131" NAIL5 ® 16" O.G. FLOOR TRU55E5 -5EE PLAN 8" GMU BOND BEAM W/ (1) #5 CONT. - 2x4 BLOGKIN6 W (3)3 Y4"x0.131 " TOENAILS EACH END (4) 3 Y4"x0.131" NAIL5 PROVIDE 2x4 BLOGKIN6 o 48" O.G. IN FIRST (3) BAYS OF ROOF TRU55E5-GUT TO FIT TIGHT BETWEEN TRU55 BOTTOM GHORDS AND NOTCH AROUND 51LL PLATE FASTEN DRYWALL TO BLOGKIN6 w/SGREWS /NAIL5 o b" O.G. FASTEN ROOF SHEATHING TO END TRU55 OR 2x4 NAILER W 2 Y2 "x0.131" NAIL5 ® b" o.c. FASTEN BOTTOM CHORD OF END TRU55 OR 2x4 NAILER TO LADDER TRU55 VERTICAL OR 2x RIBBON w/ 3"0.131" NAIL5 ® Ib" O.G. VERT WALL REINF. TO EXTEND INTO BOND BEAM 5" REINF. GMU WALL -5EE PLAN FOR VERT. d HORZ. REINF. 5PEG5 @IEFTS_/01� I. 2X PT BUGKS/NAILERS SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW/DOOR, FASTEN BUCK TO MA50NRY W/ (1) ROW OF %,"x4" TAPGONS 6" FROM ENDS AND 16" O.G. MAX. TAPCONS TO BE I Y2" MIN. FROM E06E OF BUCK. 2. BUGKS LE55 THAN 2X TO BE FASTENED W/ GUT NAIL5 OR EQUIVALENT. STRUGTURAL CONNECTION OF WINDOW/DOOR TO STRUGTURE BY OTHERS IN THIS GASE. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X BUCKED OPENING, U5E (5) ROWS OF 3"0.131" NAIL5 5TAC-6ERED ® 12" O.G. EA. 5000E551VE BUCK. 4. MIXING OF IX AND 2X BUGKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REOUIREMENTS (FASTENING) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROWS OF 2Y2"0.131" NAIL5 ® 16" O.G. FASTEN WINDOW/DOOR TO 2X PER WINDOW/DOOR MANUFAGTURER'S 5PEG5. W I NPOKPOOR BUCK PETA I L SCALE: NT5 EXTERIOR WALL 5HT'6. TO F GONTINUOUS FULL HEIGHT OF WALL FROM BOTTOM OF RIBBON TO TOP OF DOUBLE TOP PLATE 2 Y2"xO.131" ® 3" O.G. INTO- 50LE PLATE 2x GONT. RIBBON (TOP d BOTTOI FASTEN TO EA. TRU55 VERTICAL w/ (2) 3Y4"xO.131" NAIL5 2 Y2"xO.131" ® 3" O.G. INTO BOTTOM GONT. RIBBON PROVIDE 51MP50N HETAI6 EMBEDDED STRAP ® EACH TRU55 (® Iq.2" O.G. MAX) FASTENED TO END TRU55 VERTICAL OR TO BLOCKIN6/RIBBON VERT WALL REINF. TO - EXTEND INTO BOND BEAM 8" REINF. GMU WALL -5EE PLAN FOR VERT. d HORZ. REINF. 5PEG5 SE�91 N 3� SCALEI'-0" VALLEY 5ET OVERFRAMIN6 * PROVIDE 501-I0 SHIM BETW'N TRU55 t CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 6REATER THAN I YY FROM CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL 0. 2x EXTERIOR WALL -5EE PLAN FOR 5HEATHIN6 AND CONNECTION 5PEG5. FASTEN 50LE PLATE TO GONT. RIBBON w/ 3"x0.131" NAILS ® 6" O.G. 4 5HEATHIN6 TO GONT. RIBBON W 2 Y2"xO.131" NAIL5 o 6" O.G. FLOOR TRU55E5 -PER PLAN b" GMU BOND BEAM W/ (1) #5 GONT. MAIN ROOF 5HEATHIN6 FASTEN EACH OVERFR TRU55 TO TRU55 BELO WITH (1) 51MP50N VTGR ® 24" O.G. MAIN ROOF TRU555 TYPICAL OVERFRAM I NG CONNECTION nETA I L SCALE: N.T.S. LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME $ SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REGU I RED ALL APPL I GABLE AREAS. THESE WHERE SPECIFICALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. seal: ♦ \1 r ; © coPYn9h'�Q'�aYl� • • ° << ������ aCD Z J= W W Z cm�Z Z W CL J .n F-- • U r g. I_ C"44 WE '> =a >. Q •- Jz W ,y 2 y m _ W M cm IV M&K project number: 068-200 1 1 project mgr: NJM drawn by: JAI issue date: 04-07-20 REVISIONS: date: initial: d � o LL UJ �i W G] z 0 0 Q J � U) U a ¢ I�- w O Cn W LLJ J J sheet: SDN2 — BOND -SEAM f—GONTIN. PREGA5T HEADER 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE GA5T-GRETE WINDOW SILL, WINDOW SILL, OR EQUIV. OR EQUIV. DOUBLE WINDOW M�BONRY PIER I�ET4 I L L SCALE: NT5 TRIPI.ir WINDOW SIM. )ITDETAIL -0" 5EE DETAIL I ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT 5HOWN HERE FASTEN EA. ROOF TRU55 TO GMU W/ 51MP50N M5TMI6 TW15T 5TRAP. FASTEN STRAP TO GMU Wl (4) Y4" DIA. x 2 Y4" LONG TITEN 5GREW5 PROVIDE M0151URE BARRIER PLATE (PER TRU55 MANUF) EACH TRU55. PROVIDE 2x FLAT BLOGKIN6 FIT TIGHT TO ROOF TRU55E5 ® EVERY OTHER BAY FA5TENED TO GMU W/ (3) Y4" DIA. x 3 Y2" LON6 TAPGON5. FASTEN BLOGKIN6 TO ROOF TRU55E5 W/ (2) 3 Y4"xO.131" NAILS ® EA. END. NOTES: 51MP50N I. UTILIZE 2-PART EPDXY OR A35 CLIP A OTHER ENGINEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). EA. STRINGER 2, PROVIDE %'" DIA. HOLE FOR 5EE TYP. FOUNDATION DOWEL, BLOW OR BRU5H GLEAN. DETAILS FOR ADDITIONAL 3. FOLLOW MANUF. IN5TALLATION INFORMATION NOT SHOWN IN5TRUGTION5. HERE FUTURE 8" GMU BLOCK #5 VERY. BAR TO BE 2x OR I" OSB DRILL 6" INTO EX15T'6 LOCATED PER PLAN DECKING (TYP-) I Q IN GROUTED CELL 5LAB, EPDXY d DRIVE I #5 DOWEL, PROVIDE MIN. I (3) SINGLE PLY 2x12 30 LAP 5PLIGE I I I m 5OUTHERN PINE #2 z SYRINGE 5W ° �. I..�. e'�e 1—I MIII 1-1 (1) 51MP5ON A35 GLIP GRADE I I —III —III —III —I �' ® EA. 5TRIN6ER =1 :° 11=1 11=1 I M I I -III-111—I 11-11 I a I —III —III —III- 2x6 P.T. BOTTOM PLATE III=I I=III a °.. III —III —III- FA5TENED TO GONGRETE _ I I I —III —III a I —III —III- W/ (3) 3,f6° DIA. x 3 Y2" =111=I I 1 1 1—I I- LONG TAPGON5 M I SBED DOWEL RETROFIT DETAIL SCALE: NTS SIM. s GMU STEM "DROPPED GRADE IT�l REGT10NI ia"=I'-0" FLOOR TRU55E5 (5EE PLAN) FLOOR 63. - PROVIDE VERTICALS OR SOLID BLOGKIN6 EA. 5TRIN6ER LOCATION FA5TEN EVERY OTHER TRU55 (W/ WEB BLOCKING A5 REQ'D) TO 2x BLOCKING W/ (1) 51MP50N A35 CLIP — flET�IL @�%VIITW71_10T 5EE DETAIL 31 ON 5TRUGTURAL PLANS FOR ADDITIONAL GONNEGTION INFO NOT SHOWN HERE PROVIDE 50LID BLOGKIN6 A5 REQ'D FOR STRAP FA5TENIN6 FULL DEPTH BLOCKING (Va" 056 (MIN.), 1%'" LVL OR TRU55 FLOOR TRU55E5 BLOGKIN6 PER MANUF) ® 48" -PER PLAN O.G. FA5TENED TO 2x BLOGKING W/ (1) 51MP50N A35 CLIP--, FASTEN EVERY OTHER TRU55 TO GMU W/ 51MP50N MT5MI6 TW15T STRAP. FASTEN 5TRAP TO GMU W/ (4)Y4" DIA. x 2 Y4" LONG TITEN 5GRE115 2x6 FLAT BLOCKING (BETWEEN TRU55E5 - 16" MIN. LENGTH) FASTENED DOWN TO GMU W/ (3)YW DIA. x 3Y2" LONG TAPGON5 ® EA BAY. FA5TEN RIBBONL, THRU WALL 5HT6., TO 2x BLOGKIN6 W/ %"xO.131" NAILS ® 3" o.c. 5EE DETAIL 38 ON STRUCTURAL PLANS FOR ADDITIONAL GONNEGTION INFO NOT 5HOWN HERE FLOOR TRU55E5 -PER PLAN FASTEN BLOCKING TO GMU W/ 51MP50N MT5MI6 TWI5T STRAP. FASTEN STRAP TO GMU W/ (4) Y4" DIA. x 2 Y4" LONG TITEN 5GREW5 2x6 FLAT BLOGKIN6 TO EA. 51DE OF 05B BLOCKING (16" MIN. LENGTH) FA5TENED DOWN TO GMU W/ (3) Y4" DIA. x 3 YY LONG TAPGON5. FASTEN LADDER TRU55, TO 2x BLOGKIN6 W/ 3"xO.131" Al TOENAIL5 ® 3" o.c. &:ET IDETAIL -0" LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN THIS HOME $ SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REOU I RED ALL APPL I GABLE AREAS. THESE WHERE 5PEG I F I GALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. seal: Ti s w � OR © Copyright: M Q�eigkL ; `%0% structural IIIA��nc. =z Z JLU w W Z c c� Z Q? W J Ga.. Q oc Z= f— .0 U A 'r 4 ac =� a m � Q. 0 W p o y W m Lh C N W Ca 7 M&K project number: 068.200 1 1 project mgr: NJ M drawn by: JAI issue date: 04-07-220 REVISIONS: date: initial: 04/24/20 JAI �M r.1 114 LO o LL � W � W p z C] O x J � U) Ln U � a � W �0 Y n LIJ J J sheet: SD1m3 PERMANENT ROOF TRU55 BRACING NOTES: (51N67LE FAMILY HOME OR TOWNHOU5E GON5TRUGTION, WITH ROOF TRU55E5 5PAGED NO MORE THAN 24" O.G) I. WOOD TRU55E5 SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENT 5AFETY INFORMATION (6651) "GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, RESTRAINING 4 BRACING OF METAL PLATE CONNECTED WOOD TRU55E5," (2008 EDITION). 2. TOP CHORD BRACING: TOP CHORDS SHALL BE BRACED BY DIRECT -APPLIED PLYW000/055 5HEATHIN65. • IF 5HEATHING 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FA5TENED TOP CHORD, CONTACT MW FOR BRACING DE516N. 3. BOTTOM CHORD BRAGING: a. THE BOTTOM CHORD5 SHALL BE BRACED BY DIREGT-APPLIED G.W.B. GEILING 4. WEB MEMBER BRACING: THE TRU55 MANUFACTURER SHALL INDICATE THE TRU55 MEMBER5 0WEB5, VERTIGALS) THAT REQUIRE LATERAL BRAGI%/RE5TRAINT. a. T' OR 'L' BRACE: WHERE BRAGING 15 REQUIRED A5 INDICATED ON SHOP DRAWING, UTILIZE T' OR 'L' BRAGE5 (REFERENCE BG51-83 FI6URE5 83-18 4 B3-19). 5HOP APPLIED REINFORCEMENT PER BG51-133 FIGURE5 83-22 4 BG-23 15 ACCEPTABLE. • T' 4 'L' REINFORCING MATERIAL SHALL MATCH THE 51ZE OF THE WEB/VERTIGAL MEMBER. • 'L' 4 T' REINFORCING TO BE A MINIMUM OF 90% OF THE LENGTH OF THE WEB/VERTIGAL MEMBER. • FA5TEN 'L' OR 'T' REINFORCING TO WEB/VERTIGAL W/ Ibd GUN NAIL5 (0.131x3 I/2") AT b" O.G. b. G.ONTIN0005 LATERAL BRACING ALTERNATE: WHEN THREE (3) OR MORE 51MILARLY G,ONFIGURED ROOF TRU55E5 ALIGN, GONTINUOUS ROW5 OF LATERAL BRAGING MAY BE U5ED IN LIEU OF THE ABOVE -NOTED 'L' OR TBRACES. • CONTINUOUS ROW5 OF LATERAL BRAGING SHALL GON515T OF MINIMUM 2x4. ROW5 SHALL BE LAP 5PLIGED ONE TRU55 BEYOND IN EACH DIRECTION. 5EGURE BRACE TO EACH TRU55 WMPRE55ION WEB W (2) Ibd GUN NAILS (0.13101/2"). • CONTINUOUS LATERAL BRACING SHALL BE RESTRAINED BY DIAGONAL BRACING (MIN. 2" THICK NOMINAL LUMBER 4 MINIMUM 5PF 'STUD' GRADE MATERIAL). THI5 BRACING 15 TO BE CONTINUOU5. PROVIDE ONE ROW OF DIAGONAL BRACING AT VERTICAL WEB MEMBER5 OF TRU55E5 GL05E5T TO EACH GABLE END WALL 4 ADDITIONAL DIA60NAL5 AT 20'-0" A5 REQUIRED. DIAGONAL BRACE NAILED TO OPP051TE PROVIDE (2) Ibd NAILS o 51DE OF WEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATER MOVEMENT) DIREGT-APPLIED PLYW000/05B /I ROOF 5HEATHIN67 CONTIN. LATERAL BRACING TO LAP ACROSS MIN. (1) TRU55 BAY A5 SHOWN 2x 5TRON65ACK (NOT REG V FOR 5TRUCTURE) DIREGT-APPLIED PLYWD/05B DIRECT -APPLIED GWB GEILING SECTION B-B ALTERNATE r MW HM 0) OR MORE SWM TRU%M ,M 6PMW C E. DIREGT-APPLIED GWB GEILING — TYPICAL TRU55 ELEVATION GOMPRE5510N WEB (5LOPING OR VERTICAL) C.ONTIN0005 LATERAL BRACE ALTERNATE A (3) OR MORE 4-!L�� ADJACENT 51MILAR TRU55E5 (5EE INDIV. TRU55 SHOP DRAWING5 FOR LOCATIONS) 2x 5TRONG5AGK MAY BE IN5TALLED FOR GON5TRUCTABILITY TO KEEP EVEN 5PACI% AT BOTTOM CHORD (NOT REO V FOR sTRUGTURE) WEB MEMBER REQUIRING BRAGING A5 INDICATED BY TR055 MANUFACTURER 2x 5TRONGBAGK5 MAY BE INSTALLED FOR GON5TRUGTABILITY TO KEEP EVEN SPAGING AT BOTTOM CHORD (NOT REQV FOR 5TRUCTURE) 'L' OR T' BRACING o NE55 DE5I6NATED BY TRI, 55 MANUR PERMANENT TRU55 BRAG I N6 PETA I L5 4 NOTES SCALE: NONE DIRECT APPL.IW 0ILIN6 LETTERED DETAIL5 ARE TYPICAL FOR NUMBERED DETAIL5 ARE PLAN TH 15 HOME 4 5HALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REQU I RED ALL APPLICABLE AREAS. THESE WHERE 5PEG I F I GALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. seal: JUG n A° V a �d S ••• i % © copyright "P- .0 Struct�if�101k"NAI,)nc. CD Z z JLU W W Z N C7 Z W .— d J a W W m Z= F— v � Q C Em W Q Z Q W CI :a Y W COP)m_ W g N M c. M&K project number: 068-2001 1 project mgr: NJ IVI drawn by: JAI issue date: 04-O7-20 REVISIONS: date: initial: 04/24/20 JAI sheet: PBSB�i jpl�J