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Home My WebLink About6918 Shelby Lynn Way9. 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 9- 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 FIR 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 ff vn an Ian TM Companies 90 Matawan Road Matawan, NJ 07747 (732) 383-2200 EMERALD ASPIRE ELEVATION "B" ZEPHYRHILLS, FL 33542 LOT 078 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 I AREATABULATION. 0 0 1 ST FLR A/C 968 SQ. FT. 2ND FLR A/C 1353 SQ. FT. TOTAL A/C 2321 SQ. FT. ENTRY 36 SQ. FT. GARAGE 386 SQ. FT. LANAI 120 SQ. FT. TOTAL UR 2863 SQ. FT. 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 & SECOND FLOOR PLANS A2.1 FRONT & REAR ELEVATIONS A2.2 SIDE ELEVATIONS A3.1 ROOF PLAN A4.1 STAIR & RAILING DETAILS A5.1 BUILDING SECTIONS A5.2 TYPICAL WALL SECTIONS WP1 WATERPROOFING DETAILS WP2 WATERPROOFING DETAILS E1.1 FIRST & SECOND FLOOR ELECTRICAL PLANS P1.1 SLAB PENETRATION PLAN P1.2 PLUMBING PLAN ALL WORK SHALL COMPLY WITH PRE S-0.0 STRUCTURAL NOTES CODES FLORIDA BUILDING CODE, F-1.0 SLAB PLAN NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS F-2.0 BLOCK PLAN ORDINANCES S-1.2 SECOND FLOOR FRAMING PLAN S-1.3 ROOF FRAMING PLAN REVIEW DATE A! ' SD-1 FOUNDATION DETAILS CITY OF ZEPHYRHI SD-2 STRUCTURAL DETAILS PLAN EXAMINER Si:-3 STRUCTURAL DETAILS PBSB-1 STRUCTURAL DETAILS JUL 2 ] 2020 0 W } 2 !Y o°� > 0 Ir U) Lu Q w l- 01 JU)wg p cc cc: Y 0 — Z 06LL00U) zzzpLu �g<2J WC=x�. _3U) 0U = Z U- U) azo �q) CZ''~ rz 0 O 00 w� wA 0 X O U)z N Mmo w wA J MCI 0 w 2 w O U) W p z Z O� U) NZKKK.aM COMMUNITY: LINKS A CALUSA SPRINGS PLAN # 6102 RELEASED: 5/19/20 SHEET cs 'I EGRESS: MINIMUM SIZE. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. EXCEPTION: 1. ALL GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 SQ FT. MAXIMUM HEIGHT FROM FLOOR: EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE THE BOTTOM OF THE CLEAR OPENING NOT GREATER THAN 44 INCHES MEASURED FROM THE FLOOR. 2. OPERATIONAL CONSTRAINTS: EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS. BARS, GRILLES, GRATES OR SIMILAR DEVICES ARE PERMITTED TO BE PLACED OVER EMERGENCY ESCAPE AND RESCUE OPENINGS PROVIDED THE MINIMUM NET CLEAR OPENING SIZE COMPLIES WITH SECTION 1030.4 AND SUCH DEVICES SHALL BE RELEASABLE OR REMOVABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, TOOL OR FORCE GREATER THAN THAT WHICH IS REQUIRED FOR NORMAL OPERATION OF THE ESCAPE AND RESCUE OPENING. 3. FALL PROTECTION: WHERE THE OPENING OF THE SILL PORTION OF AN OPERABLE WINDOW IS LOCATED MORE THAN 72 INCHES (1829 MM) ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE AT A HEIGHT NOT LESS THAN 24 INCHES (610 MM) ABOVE THE FINISHED FLOOR SURFACE OF THE ROOM IN WHICH THE WINDOW IS LOCATED. GLAZING BETWEEN THE FLOOR AND A HEIGHT OF 24 INCHES (610 MM) SHALL BE FIXED OR HAVE OPENINGS THROUGH WHICH A 4-INCH (102 MM) DIAMETER SPHERE CANNOT PASS. EXCEPTION: OPENINGS THAT ARE PROVIDED WITH WINDOW GUARDS THAT COMPLY WITH ASTM F 2006 OR F 2090. HAZARDOUS LOCATIONS: 1. GLAZING IN DOORS: GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIDING, AND BIFOLD DOORS SHALL BE CONSIDERED A HAZARDOUS LOCATION. EXCEPTIONS: 1. DECORATIVE GLAZING 2. WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 3. GLAZING IN WALLS ON THE LATCH SIDE OF AND PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION. 4. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR LESS IN DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY WITH SECTION R308.4.3. 5. GLAZING THAT IS ADJACENT TO THE FIXED PANEL OF PATIO DOORS. 2. GLAZING IN WINDOWS: GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 1. EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET. 2. BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR. 3. TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR. 4. ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 3. GLAZING AND WET SURFACES: GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY WALKING SURFACE SHALL BE CONSIDERED A HAZARDOUS LOCATION. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. EXCEPTION: GLAZING THAT IS MORE THAN 60" (1,524 mm), MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL, OR SWIMMING POOL OR FROM THE EDGE OF A SHOWER, SAUNA, OR STEAM ROOM. 4. GLAZING ADJACENT TO THE BOTTOM OF A STAIR LANDING: GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS THAN 36" ABOVE THE LANDING AND WITHIN 60" HORIZONTALLY OF THE BOTTOM TREAD SHALL BE CONSIDERED A HAZARDOUS LOCATION. R309.1 FLOOR SURFACE: GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL. THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. FLAME SPREAD INDEX AND 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 V. HANDRAH S- 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 V. 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 1 Vz" 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. DRAFTTOPPING 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 OFA REGISTERED DESIGN PROFESSIONAL. • IN ACCORDANCE WITH FMAIAAMA 100, FMAIAAMA 200. FMA/WDMA 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 (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM THIS OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. FOUNDATION INSPECTION NOTES: A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. FRAMING INSPECTION NOTES: ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH INS MUST BE COMPLETE, INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION (FBC 110.6) JUL�2'�� x W i-_lr Lu �00� >c <0 Ill - ri) W W a F- > o�S Z O W Z W cr a- 2 tY � C/) 0 0 = Z LL Cn �F-QZD a c c f\ H O �Q Q O O U (j) o w m 0o Q 0 Z o I w W w Z a w A w w O 0: W 0 z Z 04 � o I= Z. I <1 COMMUNITY: UNKS AT CALUSA SPRINGS PLAN # 6102 RELEASED: 5/19/20 SHEET CS2 C6 0 z 0 z g w w CV O1 N .: VI 0 Lo 0 CM ..... — -- — _...........— — — --- .w._ ._._...._ — __....y.y..-7 A5.1 f f j \ ROOF BELOW 35'-q f f i Y I 1221-211 9,_4„ n nlnrn A/�n\/1 In 9C,,..CN, �n�Vl In 1 `3050 SH ( I "3050 SH "3050 SH (36"X60- EGRESS)I I (36"X60" EGRESS) (36"X60" EGRESS) 5'-7" 1 15'-7" 9'-0" 4'-10" . ROOF BELOW 35'-0" SECOND FLOOR PLAN SCALE: 1 /4"=1'-0" - A5, Co.co CV O N "i C 1 d Lf FIRST FLOOR PLAN SCALE: 1 /4"=1'-0" LEGEND SYMBOLS A BUILDING/WALL SECTION MARKER OINTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE 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 STAIR DIAGRAM f.l STAIR CALCS. FLOOR TO FLOOR HEIGHT 10'-2 3Aw CONVERTED TO INCHES 1122 3/4" TYP. RISER HEIGHT 7 11/16" p TREAD DEPTH 10" A5.1 NOSING 1 SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL BRACKET SPACED 16" O.C. FOR VERHANGS GREATER THAN 10" SOLID SURFACE COUNTERTOP TOPPLATE 2x4 STUD WALL F, Z„ Max SEE PLANS FOR WALL LAYOUT =_ 1/2" GYP. tBASE CABINET AS ^" BD. PER SHOP DWGJ N WD.BASE MOLDING FINISH FLOOR FINISH F OOR� rSUBFLOOR TYPICAL DOOR PLACEMENT DIAGRAMS F.n 4 Fn ODOORS LOCATED WITHIN A LENGTH OF WALL ARE TO BE CENTERED UNLESS DIMENSIONED OR NOTED OTHERWISE. DOORS LOCATED ADJACENT TO WALL GINTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. jj„l IN S24 •* A o ° U • r? or f/ Z •,,•��••. O R \ • �ti�` tz W � 2 � �00� } >oCQ0 Wcc ��F- Qj � W W aicnWg �Ircrcr Y 0 H Z LL 0 0 cn ~ Z 4Z zLu CCJ Z W a- c 0 0 � F-- cz c 0 n Q o O F- g� O O O U O A Z U) °° 0 Z O � wa O (� w 0 omml U �0 J LLM w O G OoIn Z aaaaa COMMUNITY: LINKS A CALUS SPRINGS PLAN # 6102 RELEASED: 5/19/20 SHEET A"I.'I , WINDOW TRIM DETAIL SCALE: 3/4"=1'-0" WINDOW SILL DETAIL SCALE: 3/4"=1'-0" TV in N 1'-10" SCORED RAISED BAND FOAM PANEL DETAIL SCALE: 3/4"=1'-0" co GO ROOF SHINGLES PER COMMUNITY SPECS (TYP.) BLDG. HEIGHT 22"x38" DECORATIVE FOAM — 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) — 6:12 ROOF SHINGLES PER — COMMUNITY SPECS (TYP.) 4" WIDE STUCCO BAND (+1) T.O.2ND FL _ ,T.O. MASONRY _ T.O. WINDOW 4" WIDE STUCCO BAND (+1) 12x12 COLUMN FIN_FLR. 12 5 REAR ELEVATION SCALE: 1 /4"=1'-0" 12 5 5:12 0 5:12 0 35 SH 6068 SGD 12 5:12 5 0 II 12 5 12 ROOF SHINGLES PER 12 5 COMMUNITY SPECS (TYP.) N 5 - 3 4" WIDE STUCCO BAND (+1) T I / 6" FASCIA l 1 15 ci 12 CJ - *3050 SH cV *3050 SH T.O. cV2ND FL_ _ /j\ 1 3068 i FRONT ELEVATION SCALE: 1 /4"=1'-0" • l x cT&T_TeI:l9161911 4" WIDE STUCCO BAND (+1) 18" DECORATIVE FOAM SHUTTERS 4" WIDE STUCCO BAND (+1) ."WIDE STUCCO 9p��eee�i►�ii�r N A\ J JL 1 PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH ',:...�•. ..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) SHUTTER DETAIL SCALE: 3/4"=1'-0" SQUARE COLUMN DETAIL SCALE: 3/4"=1'-0" W )- 2 CC �pi Z 00�- Wo <0 p F- Q j 3: W cc W J U) W W (Y cr it Y 0 I— Z 06u-OON Z Z ~ Lu Z Z tY Q2-1 Wa.a- � = Z WO �I—QZ� ct Q O O � Q 0 0 U) 0 Z o m w � w � a 0 � IQ I w w M NONE" cn o w LL 2 w O R G U) 0 C ixzaQQ44 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6102 RELEASED: 5/19/20 SHEET A2. I Z A x Q z x Z CL W cn w RIGHT ELEVATION SCALE: 1/4"=1'-0" 12 LEFT ELEVATION SCALE: 1 /4"=1'-0" 12 onne eww 1 CQ 15CM 12 PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY TEXTURE BODY COLOR FINISH a:..�...k•.:."�= ..�a- —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 & C1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C 1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C 1063 (CURRENT EDITION) JU4 2 12020 ,,w�eeeee�a�see e V e a CY �eeees ON cr W } 2 I Lu0 } ° � >�ao W 0 H cnUW W CC W_ � IY Ir Y 0 z LL00u) ZZZ~'Z W CL 2 B- j=ZLL(U cz,� c cot r` O � Q Q O O O U cn O Z m O 00 f-w ow J w w aMEMO w a A MEMO (n w 0 K U) W G Oo �Z aaaaa COMMUNITY: UNKS AT CALUSA SPRINGS PLAN # 6102 RELEASED: 5/19/20 SHEET A2.2 I N a I I c I � - J A ROOF PLAN SCALE: 1 /4"=1'-0" LOWER ROOF ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 120 SQ. FT. 1 15 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SE IN. / LF. 18 LF. R806.2:THE MINIMUM NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE VENTED SPACE. UPPER ROOF ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 1353 SQ. FT. 649 SQ. IN. UPPER VENT 40% NET VENT MIN. 260 SQ. IN. UPPER VENT 50% NET VENT MAX. 325 SQ. 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. 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 JUL 2 1 KLO ,�tttb�i�eeeee. i yo 824 s w • s `�'rrrentttN♦ W > 2 ir �OOf' LLj >oWCa0 LLI I- �UWw c W aF->� � cr: "z�w J ��Q2Z W CL CC: =zLLCn H Q Z q) cz r � �r Q O �~ Z Q Q 2 0 0 0 U O r� im Z 00 0 (L 0 ,1 O w O w Xommo U) A w w 0 R U G U) N fx G Z a a a a a COMMUNITY: UNKS AT CALUSA SPRINGS PLAN # 6102 RELEASED: 5/19/20 SHEET A3. I Z w Q Z 0 06 U) Z g w co W ECH INSULATION PER ENERGY CALCS. / O 1 X KICK PLATE / 2X4 RE-INFORCING / @ EA. 2X12 STRINGER / 1" MAX. 10- io / T / I olz / / / %l 42" LOW WALL / / / / / / / / / o / / CL / STAIR DATA: 16 RISERS @7.56" 15 TREADS @10"+1" T N 0o HALL PTRY I I i I I I : I I ,I : �i II I _I I CONCRETE TURNDOWN, SEE - STRUCTURAL DRAWINGS, TYP. STAIR SECTION SCALE: 1/2"=V-0" 1 X8 C (RIPP CASII BY SF GYP. 2X4 KNEEW BASE BOA PER SPEC SKIRT BOARD / CURB DETAIL SCALE: 1 "= 1'-0" SKIRTBOAF PER SPEC. KN E EWALL DETAIL SCALE: 1 "= 1'-0" AT FOOT OF STAIR ,4j� ") 12020 ;Na 824 OR" a e cr W M I LLB �j00H WOCQOL Q r 3: Lu Q W (— cn W J W x cr- FY Y 0 H Z 06LL00C/) z z Z - z cv-ga�� w(L=�� m c/)p0(U � F- cz � \ n O �~ Z Q a O O O U O � i 00 F� O � � w o A �••� Q" FBI FQ cn Iwo A U) w w O U G U) 06 ra C iZ aaaaa COMMUNITY: UNKS AT A SPRINGS PLAN # 6102 RELEASED: 5/19/20 SHF EF' A4. I 12 ROOF SHINGLES PER COMMUNITY 12 I 5 SPECS. (TYP.) 5 I I PRE-ENG. ROOF TRUSSES (SEE FRAMING SHEET FOR DETAILS) INSULATION PER ENERGY CALCS. T.O. WALL ---- T.O. WD,;-W------ EXTERIOR WALL BATT. INSULATION o _ SEE ENERGY CALLS OWNER'S SUITE 42° LOW BEDROOM 3 � N WALL F, EXTERIOR WALL N CL BATT. INSULATION HALL 11 SEE ENERGY CALCS T.O. 2ND FL MIS Mld----------- o T.O.M. 00----------- T.O. WDW III m KITCHEN , BUILDING SECTION SCALE: 1 /4"=1'-0" CL 2 CAR GARAGE JLl' 2G23 �e�e�eauaeee ON At- !Y Lu J H W �o° � >o ao LU c W o a�WF- cr J (n W W � cr- Z z W �g< W a. _ � CQ p 0 0 ��< cc a o Q O O O U O m O 00 cn o u j w� O tw ,o ZMEMO A o� A A "Emil n w 2 w O_ 0 U) oa �o Z aQQaa COMMUNITY: AT CALUSA SPRINGS PLAN # 6102 RELEASED: 5/19/20 SHEET 12 SEE ROOF PLAN > INSULATION PER - COMMUNITY SPEC. SEE ENERGY CALCS. 1/2" (MIN.) CLG. BD. WINDOW PER PLAN PROVIDE BATT INSUL. PER ENERGY CALCS. PRE-ENGINEERED FLOOR TRUSSES w/ 3/4" SUBFLOOR SCREWED AND GLUED - REFER TO STRUCTURAL DRAWINGS FOR SIZE AND ORIENTATION 1/2" (MIN.) CLG. BD. DRAFTSTOPPING AS PER R302.12 WHEN CONCEALED SPACE EXCEEDS 1,000SF 1x6 PT DRAPE BLKG ABOVE WINDOWS WINDOW PER PLAN SOLID SURFACE CAULKED @ WINDOW 1/2" GYP. BD. OVER RADIANT BARRIER INSULATION (R-4.1) ATTACHED TO 1 x2 PT. FURRING @ 24" O.C. BASE BOARD SEE INSULATION AS ' PER SPECS. 1/2" (MIN.) CLG. BD. PRE-ENGINEERED GABLE END ROOF TRUSS - REFER TO STRUCTURALS TYP. PENT ROOF 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 DETAIL SCALE: 1 /2" = 1'-O" 2-STORY - FRAMED WALL ROOF SHINGLES OVER 15# ROOFING FELT OR CONCRETE TILE W/ SELF ADHERED ROOF SHINGLES OVER MEMBRANE UNDERLAYMENT 15# ROOFING FELT 60 MIL. OR EQUAL OR CONCRETE TILE W/ SELF ADHERED 12 SEE ROOF ' PLAN PRE-ENGINEERED ROOF MEMBRANE UNDERLAYMENT TRUSSES AT TYP. 24" O.C. 60 MIL. OR EQUAL BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. PRE-ENGINEERED ROOF \�� ' HURRICANE STRAP EACH END TRUSSES AT TYP. 24" O.C. OF TRUSS - REFER TO BOTTOM CHORD VARIES. REFER \ STRUCTURAL. TO TRUSS MFGR. DRAWINGS. Z TOP OF C.M.U. I ' (REFER TO ELEV.) HURRICANE STRAP EACH END SEE 2x6 ALUM WRAPPED FASCIA OF TRUSS - REFER TO ELEV. BD. w/ALUM DRIP EDGE. STRUCTURAL. 1/2" (MIN.) ------' SOFFIT PER SPECS CLG. BD. � TOP OF WALL (t" TYPE'X' GYP. BD. SEE STRUCTURAL (REFER TO ELEV.) TO BE PROVIDED PLAN WHEN LIVING SPACE SEE 6 ALUM WRAPPED FASCIA IS ABOVE GARAGE) ELEV. BD. WALUM DRIP EDGE. 8" CMU BLOCK SOFFIT PER SPECS W/ CEMENTITIOUS FINISH (BEYOND) HEADER PER STRUCTURALS EXTERIOR FRAMED WALL EXPANSION JOINT THICKNESS PER PLAN GARAGE SLAB DRIVEWAY PER COMMUNITY SEE STRUCTURAL 4JSPECS PLANS 7/8 STUCCO OVER LATH S� E E FIN. FIN. FL. W/ 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB • • (OR APPROVED EQUAL) FOUNDATION WALL SHEATHING PER M PER STRUCTURAL DRAWINGS STRUCTURAL PLANS OL TOP OF FLOOR WALL SECTION @ GARAGE DOOR (REFER TO ELEV) - MID -WALL WEEP SCALE: 1/2" = V-O" SCREED/EXPANSION JOINT ot TOP OF CMU (REFER TO ELEV.) ob TOP OF WINDOW (REFER TO ELEV.) SEE STRUCTURAL DRAWINGS PRECAST WIN. SILL 8" CMU BLOCK w/ CEMENTITIOUS FINISH SLOPE GRADE AWAY FROM HOUSE 0'-0" FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. 2-STORY WALL SECTION ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS PROVIDE 2X4— FRAMED ENCLOSURE FOR ELECTRICAL PANEL, FINISH W/ J" GYPSUM BOARD ELECTRIC METER LOCATION - SEE PLANS. VERIFY INSTALLATION IN FIELD FINISH EXTERIOR- CMU BLOCK WALL NOTE: ELECTRICAL PANEL IS TO BE INSTALLED ACCORDING TO ALL APPLICABLE LOCAL, STATE AND BOARD Z g 3 1/2" cc GARAGE a ELECTRICAL CM PANEL N io i� CONCRETE cm CURB REFER TO PLANS GYPSUM BOARD J" GYPSL BOARD NICHE F( ELECTRIi PANEL & WIRING ELECTRII PANEL EXTERIO CMU BLC WALL CONCRE CURB RE TO PLAN; NATIONAL CODES. VERIFY PANEL CONCRET DIMENSIONS PRIOR TO #4 SLAB ON CONSTRUCTION. GRADE ' I % _ GRADE A GARAGE FLOOR REFER IC OR SECOND LIVING SPACE TO PLANS MIN N Em o ■ FLOOR ELECTRICAL PANEL NICHE AT CMU BLOCK WALL SCALE: 1/2" =1'-O" 12 SEE ROOF PLAN 1/2" EXTERIOR SOFFIT BD. W/ KNOCKDOWN PLASTER FINISH SEE STRUCTURAL — PLANS SLR. T i 1- No,. ;1� qw, I SEE ELEV. TYP. CMU COLUMN SCALE: 1/2" = 1'-O" NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION ROOF SHINGLES OVER 15# ROOFING FELT OR CONCRETE TILE W/ SELF ADHERED MEMBRANE UNDERLAYMENT 60 MIL. OR EQUAL PRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. OL TOP OF C.M.U. (REFER TO ELEV) -2x6 ALUM WRAPPED FASCIA BD. w/ALUM DRIP EDGE. SOFFIT PER SPECS 8" CMU BLOCK W/ CEMENTITIOUS FINISH SLOPE GRADE AWAY FROM HOUSE 0'-0" FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS 0 LANAI/PORCH 1�h 2 1 2020 q��eeeeeAejs�� PT A. a ON A, m W } _ cr- LJJ �00� } >OCa0 W ::) - (!) 0 W W Q p W H cr- (n W J W Z) cr Y Q F- Z 08 LL O (n _O Z 4Z4 Z ~ Z_ �JQ�--� W d = �U)a0U =ZLLCl) H Q Z 0 n Q O 0 �a Q 0 0 0 u O 00 cn 0 O O J ONO ma m w Cep w �w a a cn to WJ w w O R U W c O� N o Zaaaaa COMMUNITY: LINKS AT CA A SPRINGS PLAN # 6102 RELEASED: 5/19/20 SHEET A5•22 2X FRAMING FLOOR BARRICADE PLUS WRB SHEATHING PER (OR APPROVED EQUAL) SPEC. RIM BOARD REFER TO .— STRUCT DWGS. 60 MIN. GRADE D PAPER BACKED I LATH I� WALL SHEATHING I I Z 7/8" 3-COAT STUCCO I j SHEATHING77 FLUSH WITH I'- ` I BLOCK WALL j I MID -WALL WEEP I SCREED/EXPANSION JOINT 6" SELF ADHERED FLASHIN I I I 5/8" I CEMENTITIOU i COATING �\ BUILDING FELT ON TOP OF CONC. BLOCK---� UNDER FLOOR MAINTAIN 1/8" GAP MEMBERS BETWEEN SHEATHING " TYPICAL AT ALL WOOD CONCRETE AND TOP OF BLOCK TO MASONRY BLOCK WALL TRANSITIONS 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. SECURE CONTROL JOINT 'Aram — DURING INSTALLATION �`ft4" 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 "L" FLASHING 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 AV A 1"11 r1/1/IA 1/' 0 MIN. GRADE D PAPER BACKED ATH OVER BARRICADE PLUS WRB JR APPROVED EQUAL) THICK, 3 COAT CEMENT PLASTER 1ETAL LATH AP WRB & TAPE OVER ROOF/WALL CREED X5 "L" TYPE CONTINUOUS GALV. 1ETAL FLASHING (NAIL TO ROOF IECK, NOT WALL SHEATHING) �E AND WATER SHIELD 5" VERTICAL AND 15" DOWN ROOF .AP SHINGLE - DO NOT NAIL, 4STALL WITH ROOF CEMENT IOOF CEMENT SHINGLE ROOFING agco � N T 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 ROOFMALL 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 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 7' THICK, 3 COAT CEMENT PLASTER HORIZONTAL WEEP SCREED_ SCALE: N.T.S. FOLD @ FOLD INWARD @ PT. A STEP 3 ©© FOLD @ 770 FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C STEP 2 FOLD INWARD @ PT. A CREASE @ PT. B STEP 4 0 00 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 tr W 0 CC Wz0= F- O} > cr 0 uj ::) coUWw a Z):5. f-- J (jWW 5 = cr cc YOI—Z ,6 LL O (n _O Lu Z Z Z ~ Z < _j w � ma- rCC _3U)❑OU = Z LL U) r cz Q o O � Q 0 U) 0 0=0 o w I Q 00 I� O O w O a a a U) a Cam, w w x w 0 W 0 O 4 U) WIZ aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6102 RELEASED: 5/19/20 SHEET GYP I z n z O z u r I s sus WRB INSTALLATION D SEAL EDGE OF P.T. WOOL BUCK TO MASONRY 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 JUL : 12020 OR DOOR. FASTEN PER PRODUCT APPROVALS AND SEAL WINDOW OR %tttit1111,,� DOOR FRAME TO P.T. 44F?pF;�o,� WOOD BUCK ANDP�••��.�W tic's MASONRY No 824 ©<. A, e e O N AV- IIIIIIIIIttt CMU OPENING WATERPROOFING SCALE: N.T.S. • Barricade Ffash Right SBS Window & Door Flashing Tape • Barricades Sill Corners • Barricade Conform Stretchable Flashing WOOD OPENING WATERPROOFING SCALE: N.T.S. rr W } _ cr �00� >oCQO W p p Ir U W 1-- U) Q p W _ Q > �lrCclY Y O 1- �LL00_U) Z Zz Q Q W _ ~zz :E J lr a- C/) p Z:)2ZLL0 �F—Qzp O U ram, GCS p O M C 1-7 0 (n 0 i V O w A 00 � 1 O L� 1 MAN O .j O z w O a a w A Oct x w z 0 U U) W Z 0 W d WZaaaQa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6102 RELEASED: 5/19/20 SHEET WP2 c� z Q U) z Q J W W TZ W W O Ir 0— Cr W _ O 0 z Q _ a- O U U) W _ W U) W cc J W Cr CL W W 2 O _ z Q z Q z O PA SCALE: N.T.S. I I I \ / I I I I I I I I I I 3-BULB OWNER' i n 0� �.,.»,.. BATHcc:) WP 3-BULB - HALL BATH O OS WIC ®------ f II -- _ _ GFI L-11 II F\ n LIGHT FIX. I 2MV LAUNDRY i.------�' M n LOFT ADD BLOCKING ADD BLOCKING BEDROOM 2 DIS�ONNEgT L ---- J. CL ADD BLOCKING BEDROOM 3 I I I I I I I I I SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4"=1'-0" OWNER'S SUITE ADD BLOCKING 1 HALL L DATA n ADD BLOCKING BEDROOM 4 ------------- I I II II ILANAI I I II i ADD BLOCKING AS REQUIRED LED VP I A/C I I DISCONNECT — o CH GFI 3 DNV � O U UNDER -SINK SWITCH FOR GREAT ROOM DINING AREA KITCHEN DISPOSAL CHGFI Lu a ov cc ADD I )ATA ADD BLOCKING i CH GFI i TV BLOCKING __ _J co jr u I II I 3 ii G LL-----J I I I I I I I I I I I I I I IT ILIOGR H I@ i l PTRY 12 I I I I I I I I 3-BULB I I I I I I I I I L I I I v i GF WH M 0 WP EX STE BATH 'Mv 2 CAR GARAGE LIN. IRRIGATION C`' FI42"AFF TIMER GFI CM PREWIRE FOR ®p C GARAGE DOOR V ELECTRICAL FOYER OPENER GFI PANEL ON 2X4 WALL (V.I.F.) `—_--_..._—__—_—..___.,._.......,. ---___ — -------- EXTRA SUITE ADD BLOCKING c?) B. FO i CHIMES ENTRY i P i FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4"=1'-0" HOOD RANGE WH DISCONNECT FIELD VERIFY METER PVC 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 1 /2" PVC CONCRETE ENCASED GROUNDED ELECTRODE I I i - ELECTRICAL RISER DIAGRAM NOT M SCALE ELECTRICAL KEY I� DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET WALL SWITCH 3 THREE-WAY SWITCH J+ FOUR-WAY SWITCH KEYLESS LIGHT FIXTURE CEILING MOUNTED LED LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE 00 VAPOR PROOF LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE f) EXHAUST FAN p EXHAUST FAN/LIGHT COMBINATION ® CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) ® COMBINATION SMOKE / CO2 DETECTOR ® SMOKE DETECTOR �4 TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) DI ELECTRIC METER i ELECTRIC PANEL DISCONNECT SWITCH dQ JUNCTION BOX /I,,— STANDARD ELECTRICAL LINE NOTES: 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AND ARC FAULT CIRCUIT INTERRUPTERS (AFCI) PER 2014 NEC 210.12 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR: SWITCHES ........... 42" OUTLETS.............14" ABOVE COUNTER OUTLETS ...... 46" TELEPHONE ......... 14" TELEVISION .......... 14 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4.OUTLET AND LIGHTING RECEPTACLES FOR ALL DWELLING ROOMS, WITH THE EXCEPTION OF KITCHENS, BATHROOMS, AND GARAGES, SHALL REQUIRE AFCI PROTECTION. 5. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N.F.P.A. 70A, FLORIDA RESIDENTIAL CODE 2017, NFPA 2014 AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 6. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. 7. CIRCUIT NUMBERS ARE FOR REFERENCE ONLY. S. LUMINIAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF 2014 NEC 410.16(A) & (B) 9. RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED 10. A MIN OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS 11. GFCI DEVICES SHALL BE READILY ACCESSIBLE 12. REFER TO ENERGY CALCULATIONS FOR ADDITIONAL INFORMATION. 13. PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN COMPLIANCE WITH NEC 110.26. 14. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. 15. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE PER FBC E3901.9. JUL 2 12020 cr W _ cr- �00� } >�a0 w p l— (AVWW = W ~ 5 cr W 1= Y O I— Z Z Z O co Z cc :5 0 Z W _ cc: p O U p=zLLu) Q Z p �cf) pql CZc n Q o 0 �¢ Q 0 0 0 U 00) 0 0Z OQ j LLM co N A a1 0 Z j �-' 0 O U U I w wa � � u �w A Cn J M W w 2 w 0 w W G u Oo i � It Z i <I I I I I I I I COMMUNITY: UNKS AT CALUSA SPRINGS PLAN # 6102 RELEASED: 5/19/20 SHEET i E I.'� i z L n z C z li r Qc N SLAB PENETRATION PLAN SCALE: 1 /4"=1'-0" JUL 21202� Ir W }2CC �001=- } woWCQO o�- UWw c) < Lu J U) W W =) IY cc Ir Y O H z 'aa00cn zzzP:z Q 2 J W a 2 a- �cnoOU = Z u- U) �I-¢z0 � Q cz O �d� $1-7 0 0 u Z 0 0 m r..� 00 O z w 0 z = w a w a a MEMO A � w w 0 o~ W C N 04 �o Z aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6102 RELEASED: S/19/20 SHEET p 1 1 0 0 _z otf z 5 W U) W MASONRY LINTEL ASSEMBLIES 5EE 56HEDULE AND 5PEGIFIGATION5 FOR ADDS- INFO PRECAST LINTEL BOTTOM REINP. PRECAST LINTEL W rd EMBEDDED REINF. � � EMBEDDED REINF. MEE MB-2 m� TOP REW OR CONT. = CONT. BOND BEAM - BOND BEAM REINF. - REINF. AS REGIV n -: 6PW _� . 6Ra - BOTTOM REINF. _� BOTTOM REINF. ;: � -- PRECAST LINTEL H/ PRECAST LINTEL W EMBEDDED REINF. EMBEDDED REINF. N MB-3 MB-4 MASONRY LINTEL DETAILS REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR REiNFORGEMENT M13-1 SF8-oB/oT -- ----- MB-2 8F&IB/OT ----- (1) #5 MB-3 8F16-I13/IT (1) #5 (1) #5 1413-4 &RFI4-I5 ----- ----- APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE, QUALITY PREGA5T CO., AND LOTT'5 CONCRETE. NOTE5: I. ALL LINTELS W 5PAN5 GREATER THAN 14'-0" SHALL BE PRESTRESSED. 2. 5HORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINTELS SHALL HAVE 4' MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRESTRESSED LINTELS. 5. ALL REINFORCEMENT SHALL BE 6RADE 60, f y=60 k51 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 7. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW SHEET L 1ST INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.2 2ND FLOOR FRAMING PLAN 5-1.3 ROOF FRAMING PLAN 5D-I FOUNDATION 0ETAIL5 50-2 STRUCTURAL DETAILS 5D-3 STRUCTURAL DETAILS 1`5513-1 STRUCTURAL DETAILS GENERAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BASED ON bth EDITION (2011) FLORIDA BUILDIN6 CODE. • FOOTING DE51614 - THESE FOOTIN65 HAVE BEEN EN6I1NEERED FOR A MINIMUM ALLOWABLE 501L BEARIN6 CAPACITY OF 1,500 PSF. • ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT W/ CONCRETE OR MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. •FASTEN PARTITION WALLS TO SLAB WITHY4" PIA. x 23/4" LONG TAPCON5 0 32" o.c. MAX. WITH A MINIMUM OF 2 TAPCON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORRO51ON-RE515TANCE COMPATIBILITY OF HARDWARE d FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • CONCRETE DESIGN BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE 5TRENOTH5 IN 28 DAYS, U.N.O.: f'c = 2,500 psi:....... FOOTIN65 2,500 psi:....... 5LA135 ON GRADE (INTERIOR 8 EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LESS THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FINISH GRADE. • FOOTINGS AND 5LAB5 ON GRADE SHALL BEAR ON VIRGIN 501L OR q5% COMPACTED FILL. • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. • 6ROUT SHALL BE A5TM G41b F'c=3000 P51 w/ MAX 3/6" A66RE6ATE • GONGRETE MA50NRY UNITS SHALL BE A5TM Gg0 WITH A MINIMUM COMPRE551VE STRENGTH 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 (A5 INDICATED ON PLAN) SHALL 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 30" LAP SPLICE WITH FOOTING DOWEL. • 6ROUT 50LID 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 50LID ON EACH 51DE OF ALL MA50NRY OPENINGS AND AT ALL WALL CORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MASONRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 6-0" O.G. IN EXTERIOR WALLS. (A5 5HOWN ON PLAN5) • ROU6H OPENIN65 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF 5LA13 EDGES, 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 I5'-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE A5 CLOSE TO SQUARES AS POSSIBLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SPECIFICATIONS (TYP. U.N.O.) DESCRIPTION OF BLD6. ELEMENT 3"xO.131" NAILS 3"4.120" NAILS JOIST TO SOLE PLATE (3) TOENAILS (3) TOENAILS* SOLE PLATE TO J0I5TBLK'6. (3) NAILS 0 4" o.c. (3) NAILS 0 4" o.c. STUD TO SOLE PLATE 2 TOENAILS (3) TOENAILS* TOP OR SOLE PLATE TO STUD 2 NAILS 3 NAILS RIM TO TOP PLATE TOENAILS o 8" o.c. TOENAILS o 6" o.c.* 13LK'6. BTWN. JOISTS TO TOP PL. (3) TOENAILS (3) TOENAIL5* DOUBLE STUD NAILS o 24" o.c. NAILS o Ib" o.c. DOUBLE TOP PLATE NAILS 0 24" o.c. NAILS ® 16" o.c. DOUBLE TOP PLATE LAP SPLICE q NAILS IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP o CORNERS d INTER5EGTIN6 WALLS (2) NAILS (2) NAILS • 2Y2"xO.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"x0.120", SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY AGGEPTA13LE WHERE • ARE SHOWN) TH15 MODEL HA5 BEEN DE516NED IN ACCORDANCE WITH THE 6th EDITION (2011) FLORIDA BU I LD I N6 GODE (SEGTI ON 16061) LATERAL DES16N REQU I REMENT5 FOR THE FOLLOWING WIND 5PEED $ EXPOSURE ONLY: 140 MPH - EXP. B HIND I MPORTANGE FAGTOR = 1.0 INTERNAL PRE55URE GOEEE G I ENT = ENGL05ED, +/- 0.18 ANY WIND 5PEED/EXP05URE NOT L 15TED HERE REQUIRES FORMAL EVALUATION APPROVAL FROM MULHERN � KULP 5TRUGTURAL EN61 VEER I N6. EXTERIOR I$ SHEAR WALL SHEATHING SPECIFICATIONS INDIGATE5 LOCATION AND EXTENT OF 5HEARWALL WH I G H REOU I RE5 5HEATHIN6 AND/ OR FASTEN I N6 5PEG I F I GAT I ON5 BEYOND THAT OF STANDARD GON5TRUGTION SYMBOL SHEAR PANEL 5PEG. 15/32" PLYWOOD OR 05B FASTENED W PI 2Y2"xO.131" NAILS @ 6" o.c. ALONG PANEL ED6E5 AND 12" o.c. IN THE PANEL FIELD. 15/32" PLYWOOD OR 0513 FASTENED W P3 2Y211x0.131" NAILS @ 3" o.G. ALONG PANEL ED6E5 AND 12" o.c. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALL5 w/ 15/32" PLYWOOD OR 056 FASTENED w/ 2 2"xO.I31" NAILS @ 6" O.G. AT ALL PANEL E06E5 AND @ 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL E06E5 SHALL OGGUR 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 @ 16"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED T06ETHER w/ _:3V2"xO.131" NAILS @ I6"o.c. USE (8) 3Y2"xO.I31" NAILS @ EA. LAP SPLICE. (TYP. U.N.0) 4. LATERAL ANALY515 ASSUMES ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALLS ARE GONTINUOU5 SHEATHED ABOVE AND BELOW OPENIN65. 5. SEE ARCHITECTURAL DRAWINGS FOR ADD'L WALL CONSTRUCTION REQUIREMENTS. 6. ALL EXTERIOR WALLS ARE CONSIDERED 5HEARWALL5. 1. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. 8. A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENIN65 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LONG A5 THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 E06E NAILIN6 REQUIRED AND OCCUR 16' MINIMUM FROM THE EN05 OF THE 5HEARWALL. Window $ Door Allowable Wind Pre551blre5 140 MPH Wind Zone Ex o5ure B OPENING 51ZE INTERIOR ZONES END ZONES 8' Garage Door +18.5 PSF/-20.1 P5F +18.5 P5F/-20.1 P5F I6Garage Door +11.1 PSF/-Iq.l PSF +11.1 PSF/-I1.1 PSF 10 SOFT. +21.2 P5F/-22.1 P5F +21.4 P5F/-28.3 PSF 20 5QFT. +20.2 P5F/-22.0 P5F +20.2 P5F/-26.4 P5F 50 5QFT. +I1.0 P5F/-20.8 PSF +I1.0 P5F/-23.1 P5F 100 SOFT. +18.0 P5F/-I1.8 PSF +18.0 P5F/-22.0 P5F 500 SOFT. +15.8 P5F/-11.6 P5F +15.8 PSF/-I1.6 P5F mEnd Zone is 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 O.b to obtain ultimate pressures. ROOF FRAMING • SEE ROOF TRU55 UPLIFT CONNECTOR 5CHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF SHEATHING SHALL BE 7/Ib" MIN. 0513/1FLYWOOD SHEATHING 24/16, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.113" RING SHANK NAILS (R5R5-01 OR EQUIV.) o b" O.G. AT PANEL E06E5 t a 6" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END d DRAG TRUSSES w/ RING SHANK NAILS o 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALONG PANEL E06ES AT FIRST 2 TRUSS BAYS FROM 6ABLE END. PROVIDE "H" 5TYLE CLIPS ALON6 UNSUPPORTED EDGES. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTCR CLIPS o 24" O.G. • ALL METAL HANGERS SHALL BE SPEGIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRUSSES PER WTCA d TPI'5 BG51 I I GUIDE TO 600D PRACTICE FOR HANDLING, INSTALLIN6 d BRAGIN6 OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FA13RIGATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"0.131" NAILS @ 116' O.G. UPLIFT CONNECTORS BEARING CONDITION TRU55 CONNECTOR LENGTH < 15' SIMPSON H2.5T 51NOLE ROOF TRUSS BEARING ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRUSS 5EARIN6 ON ALL SIMPSON HT520 WOOD STUD WALL/WOOD BEAM 51N6LE ROOF TRU55 OR PORCH ALL 51MP50N HETAIb BEAM BEARING ON GMU WALL ROOF 6.T., FLUSH BEAM OR ALL (2) SIMPSON HETAIb FLUSH G.T. BRO. ON GMU WALL ALL BEARIN6 POINTS OF EACH ROOF TRUSS SHALL BE CONNECTED WITH CONNECTOR AS LISTED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014 "NATIONAL DESIGN STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION". M4K HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN AGGORDANGE WITH THE REQUIREMENT5 OF A5GE-1-10. ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWING SHALL SUPERSEDE THE TRUSS MANUFACTURER'S UPLIFT CONNECTOR 5PECIFICATION5 AND LOADS 5HOWN ON THE SHOP CARDS. LEGEND • ® INTERIOR BEARING WALL • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL r-.-.-.-.-1 . I; ' :1 EXTENT OF OVERFRAMIN6 •--- -- -- ---INDIGATE5 1/8"A" SAW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HANGER • INDICATES POST ABOVE. PROVIDE SOLID BLOGKIN6 UNDER P05T OR JAMB ABOVE. HOLDOAN / STRAP SCHEDULE SYMBOL 5PEGIFIGATION FASTEN BUILT-UP P05T5 5UPPORTIN6 ROOF 6.T. TO GMU WALL w/ (1) 51MP50N M5TGM40 STRAP w/ (12) Y4" 5T-1 DIA x IY4" LONG TAPCON5 INTO GMU. DE516N ACCOUNTS FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5. (USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.0) GENERAL STRUCTURAL NOTES • DE516N 15 BASED ON bth EDITION (2011) FLORIDA BUILDING CODE. • WOOD FRAME EN6INEERIN6 15 BASED ON NOS, "NATIONAL DE516N SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DE516N LOA05: ROOF LIVE = 20 P5F DEAD = 7 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 STAIRS $ DEGK5) = 30 P5F @ 5LEEPIN6 AREAS = 50 P5F @ 6ARA6E = 200 # POINT LOAD @ 6UAR05/HANDRAIL5 = 50 P5F @ 6UARD IN -FILL COMPONENTS DEAD = 10 P5F (20 P5F TOTAL @ TILE) WIND ULTIMATE WIND SPEED 4 EXPOSURE AS LISTED RISK CATE60RY II GENERAL FRAMING • EXTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x SPF#2 OR 5YP#2 0 Ib" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARING WALL5 SHALL BE 2x 5PF OR 5YP 'STUD' GRADE LUMBER 0 Ib" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x 'STUD' 6RADE MEMBERS SPACED 0 Ib" O.G. (MAX.). • ALL NON-BEARIN6 INTERIOR 5TUD WALLS SHALL BE CONSTRUCTED WITH 2x 'STUD' 6RADE MEMBERS 5PACED o 24" O.G. (MAX). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x KING STUD, MINIMUM. - THE NUMBER OF STUDS SPEGIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK STUDS REQUIRED, U.N.O.. • ALL HEADERS, BEAMS $ OTHER STRUCTURAL MEMBERS SHALL BE SPRUCE -PINE -FIR #2 (SPF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FAGE NAIL MULTI -PLY 2x BEAMS 4 HEADERS W/ 3-ROW5 OF 3"xO,13I" NAILS 0 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES o 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROWS OF NAILS FOR 2x6 d 2x8 MEMBERS. • FACE NAIL BUILT UP 2x POSTS W/ 3"xO.131" NAILS o Ib" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FACES o 3-PLY OR MORE GONDITION5. • REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALL5 w/ 1/16" 05B FASTENED w/ 22"xO.131" NAILS @ b" O.G. @ E06E5 1 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=1.55x1Gb psi •LVL - Fb=2600 psi; Fv=285 psi; E=2.ox10A9 psi . FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROWS OF 3"0.131" NAILS 0 8" O/G OR 2 ROW5 Y4"x3Y2" 51MP50N 505 5GREW5 (OR 3Y2" TRU55LOK 5GREW5) 0 16" 0/0. USE A MINIMUM OF 3 ROWS FOR BEAM DEPTHS OF 14" OR GREATER, APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL56GREWS 2" FROM ED6E. SOLID 3 Y2" OR 5 Y4" BEAMS ARE ACCEPTABLE. USE 2 ROW5 OF NAILS FOR 2xb 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OFY4"xb" SIMPSON 5D5 5GREW5 (OR b 3/4" TRU55LOK SCREWS) 0 Ib" 0/6. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FASTENIN6 AT BOTH FACES (ONE SIDE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. 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 0 24" O.G. 11 FLOOR FRAMING I • I-JOI5T5/TRU55E5 SHALL BE DE5161NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HAN6ER5 SHALL BE SPEGIFIED BY I -JOIST /TRU55 MANUFACTURER, UNLESS OTHERWISE NOTED. • I-JOI5T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. d EN6. FOR REVIEW AND APPROVAL PRIOR TO FA13RIGATION OR DELIVERY. • FLOOR 5HEATHIN6 SHALL BE 23/32" GONFORMIN6 TO P52-04, 24" O.G., EXPOSURE I, TON6UE AND 6ROOVE ED6E5, FASTEN 5HEATHIN6 TO FRAMING MEMBERS W/ 6LUE AND 3"xO.131" NAILS o 6" O.G. AT PANEL EDGES 4 12" O.G. AT INTERMEDIATE SUPPORTS. 11 TYPICAL STAIR CONSTRUCTION NOTES I • (3) SINGLE PLY 2x12 5TRIN6ERS FASTENED TO HEADER AT TOP OR LANDING, WHERE APPLICABLE, AND 2xb P.T. PLATE AT BOTTOM w/ (1) 51MP50N A35 CLIP AT EACH 5TRIN6ER. • FASTEN 2xb P.T. PLATE TO CONCRETE 5LA13 w/ (3) 3/16" DIA. x 3 Y2" LONG TAPGONS. • FASTEN END 5TRIN6ER5 TO ADJACENT WALLS w/ (2) 3"4.131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE 3/4" FLOOR DEGKIN6 ON RISERS AND I" FLOOR DEGKIN6 ON TREADS. • SEE STAIR FRAMING 5EGTION FOR MORE INFO. seal: (D C0PYd9ht` �►�- ��% Stu a?��'ii�J►1n�. z z JLU W w Z o z wa oa.. J .o Z= F- U • A 4 oc WF- cry 5 :2 Q) •� j =� m � a J Z Q A o W �cp C O 0 y W m o N W C5 a MW project number: 068-200 1 1 project mgr N J M drawn by: KG K issue date: 0 5-2 0-2 0 REVISIONS: date: initial: lz•," a c Ld ILL Q � � Z ° 0 J 'Q t!) d � J � � U U2 J� �e W O Z J J sheet: SM0.0 LEGEND seal: ��we�rrrrr�o Sk ®` . • ® INTERIOR BEARING WALL o • BEARING WALL ABOVE C---C o JUL 20 0 • BEAM / HEADER W, 35 —oil• LOGATION AND EXTENT OF 5HEARWALL © c0py1i'9$t: << ? ° r 13�_0�� 12�_0�� 10�_0�� ft"0WAtp��® • I: : : : I EXTENT OF OVERFRAMING U. J a Z PATIO SLAB: — — — — — — — — • — _ -INDICATE5 1/6"A" 5AW GUT CONTROL JOINT w �— 3 Y2" GONG. SLAB ON `� `� Z N GRADE (2500 P51 I� (5EE NOTES)OGATION OF REINFORCED GMU GORE � Z MIN.) w/ 6x6-WI.4xWl.4 I - I 12" WIDE GONG. "' MESH OR FIBER MESH I N _ J L METAL HANGER I TURNDOWN EXTENDED o a o ON q5% GOMPAGTED I MIN. 12" BELOW GRADE o INDICATES POST ABOVE. PROVIDE SOLID = Q c FILL OR V I RO 1 N 501 L. I - — BLOCKING UNDER POST OR JAMB ABOVE. r . 4 U � Q q I 2 HVAG � 5D-1 5D-1 I 5D-I UNIT RFER TO 5-O.O FOR TYPIGAL W m E ma 3 Y2 SEEP 5TRUGTURAL N0T5 I$ 5GHEDULE5 = a a �z LU y m Uh W N cc M G N M&K project number: 2 2 068-200 1 1 5n-I SD -I project mgc N J M drawn by: KG K REVISIONS: Offiq date: initial: m �•� >~ Q, C N 5D-I 'Q Ca 2 FHOU5E 24"x24"x12" PLAIN1GONG. FTC. w/ TOP OF �J6 D-IFTC. 12" BELOW TOP OF 5D-I (L r — -1 r SLAB (TYP. OF 2) �.iJ U) I••I I••I 0 L- J L J Q Z 16'-6" I S'-6" O 35'-0" a 'd Q Z) � U 5LA5 PLAN '� SCALE: 1/4"=1'-O" (22x34 SHEET) SCALE; I/V*'-0" (Ilxl'1 SHEET) � T T T co'd Ld J sheet: Flo ioo I I CONCRETE SLAB: I 3 Y2" GONG. SLAB ON I I GRADE (2500 P51 MIN.) w/ S.G.D � RECESS PER I I I 6x6-W1.4xW1.4 MESH OR MANUFACTURERS I • I FIBER MESH OVER 6 MIL. � INSTRUCTION I . POLY ON q5% GOMPAGTEn I FILL OR VIRGIN 501L. I — NOTE: REFER TO BLOCK I PLAN FOR ALL DOWEL I � LOCATION DIMENSIONS. � I 10'-2 I/4" 6'-3 I 3/4" I8'-6" I 35'-0" L 4'-loll V 41-( 11 itT-211 ( 1-211 v 4:-o:: V 3:-2:: y 51-211 A AL?fVJ I 1 KAM I AAM II LEGEND • ® INTERIOR 13EARIN6 WALL o = = = = = BEARIN6 WALL ABOVE 0 BEAM / HEADER • = m = LOCATION AND EXTENT OF 5HEARWALL EXTENT OF OVERFRAMING I _-j •--- -- -----INDIGATE5 1/8"A" 5AW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORGED GMU GORE El (5EE NOTE5) JL METAL HAN6ER INDIGATE5 P05T ABOVE. PROVIDE 50LID 13LOGKIN6 UNDER P05T OR JAMB ABOVE. MA50NRY LINTEL PETA I L5 REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT M13-1 SFS-OB/OT ----- ---- MB-2 8F8-IB/0T ---- (1) #5 MB-3 61`16-64T (1) #5 (1) #5 MB-4 8RF14-IB ----- --- APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE, QUALITY PREGA5T CO., AND LOTT'S CONCRETE. NOTE5: I. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-0" SHALL BE PRE5TRE55ED. 2.5HORE FILLED LINTELS A5 REQURIED. 3. ALL LINTEL5 5HALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT CUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORCEMENT SHALL BE GRADE 60, fy=60 ksl 6. ALL LINTELS SPECIFIED ON PLAN ARE MININLIM 51ZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW MASONRY LINTEL A55EMBL I E5 5EE 5GHEDULE AND 5PEGIFICATION5 FOR ADD'L INFO _ GROUT = _ _ GROUT €€_€- - 130TTOM REW PRECAST LINTEL W PRECAST LINTEL W/ BMBEDDED RE1PF. � I I EMBEDDED REINF. M�-BuQ---1 } ME 3--{2- m� TOP REIN. OR GONE. CONT. BM BEAM EBM BEAM REM REW AS FM V 6ROUT GRolrr __ - BOTTOM REINF. BOTTOM REINF. �i�:'= PRECAST LINTEL W PRECAST LINTEL W/ EMBEDDED REINF. EMBEDDED REIN. MB-3 MB-4 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES ff SCHEDULES z Z J� w w Z CV (D z w a J a CD Z= f- U AQ -W 4 a -� W En =a m� ; J� A , Z W M 0 y LY o co a Lh c cv Q: CM d 7 MW project number: 068-200 1 1 project mgr. NJ M drawn by: KG K issue date: 0 5-2 O-2 O REVISIONS: date: initial: cz c 0 0 LL LLJ U) Q 0 Z 0 x 0L d cn Q D BLOCK PLAN a, J < SCALE: 1/4"=1'-0" (22x34 SHEET) SCALE: 1/8"=1'-O" (Ilxll SHEET) U W co d 0 �' � � �' j 0z Z M JJ sheet: Fm2.0 f— LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ BEARIN6 WALL ABOVE REAR LANAI DROPPED BEAM5: FASTEN DROPPED BEAM5 TO (2)2x12 W/ Y2" 05B/PLYWOOD • BEAM / HEADER P05T5 PER DTL U/5-1.2 (TYP. OF 2) — — — ,� — — —/, BTWN. PLY5 (TYP. OF 3) • LOCATION AND EXTENT OF 5HEARWALL DROPPED BEAM �+ • I I EXTENT OF OVERFRAMIN6 6 _ L•_•_•_•J A13A46Z BA5E (TYP. OF 2) 6" FLOOR TRU55E5 0 24" o.c. (MAX) • — -- —INDICATES 1/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE "i (SEE NOTES) J L METAL HAN6ER INDICATES P05T ABOVE. PROVIDE SOLID 13LOGKIN6 UNDER POST OR JAMB ABOVE. HOLDOAN / 5TRAF 5CHEVULE SYMBOL 5PEGIFIGATION FASTEN BUILT-UP POSTS 5UPPORTIN6 ROOF 6.T. TO GMU WALL w/ (1) 51MP50N M5TGM40 STRAP W (12) y4" 5T-I DIA x 1%4" LONG TAPGON5 INTO GMU. DE516N ACCOUNTS FOR REDUCED STRAP GAP. FOR SHORTER TAPCON5. (U5E ONE STRAP TOTAL PER BUILT-UP POST, U.N.0) 4xb P.T. P05T PROVIDE (I) 51MP50N 6520 STRAP ON EACH EXTERIOR FACE OF POST, Cr MIN END LENGTH DROPPED BEAMS PER PLAN REAR W00D LANAI TYP. BEAM TO POST CONN. WAX: 3/4'4-0' ROOF FRAMING • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF SHEATHING SHALL BE -f/Ib" MIN. 055/PLYWOOD 5HEATHIN6 2446, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 316"0.II3" RING SHANK NAILS (R5R5-01 OR EGUIV) o b" O.G. AT PANEL E06E5 4 o b" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END 4 DRA6 TRUSSES w/ RING 5HANK NAILS o 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALON6 PANEL E06E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE CLIPS ALON6 UNSUPPORTED EDGES. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTCR CLIPS o 24" O.G. • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRUSS MANUFACTURER, UNLE55 OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRUSSES PER WTCA 4 TPI'S BG51 I GUIDE TO 600D PRACTICE FOR HANDLING, INSTALLING 4 BRAGIN6 OF METAL PLATE CONNECTED WOOD TRU55E5." • ROOF TRUSS SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRU55E5 w/ 2x4 LE06ER FASTENED TO FRAMIN6 w/(2) 3"x0.131" NAILS o 16" O.G. UPLIFT CONNECTORS BEARING CONDITION TRU55 CONNECTOR LENGTH < 15' 51MP50N H2.5T 51N6LE ROOF TRUSS BEARING ON > 15, 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRUSS BEARING ON WOOD STUD WALL/WOOD BEAM ALL SIMPSON HT520 5IN6LE ROOF TRUSS OR PORCH ALL 51MP50N HETAib BEAM BEARING ON GMU WALL ROOF G.T., FLUSH BEAM OR ALL (2) SIMP50N HETAI6 FLUSH G.T. BRO. ON GMU WALL ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR AS LISTED ABOVE. IT 15 THE RE5PON5113ILITY OF THE EN61NEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 NATIONAL DESIGN STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 GON5TRUGTION". M4K HAS ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTORS IN ACCORDANCE WITH THE REOUIREMENT5 OF ASGE-1-10. ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRAWING SHALL SUPERSEDE THE TRUSS MANUFACTURER'S UPLIFT CONNECTOR SPECIFICATIONS AND LOADS 5HOWN ON THE SHOP CARDS. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 8 SCHEDULES seal: �i o >007 A, 4 OR © copyright Strucidu��r��tc► atD z m w w z N CD z w J Q a N Zm = � E o� 5e cn •� j Ja Ii co Lu 8co y m US c N � oc M a M&K project number: 068-200 1 1 project mgr, N J M drawn by: KG K issue date: 05-20-20 REVISIONS: date: initial: 4� =1= 4= 4=I d 5T-I 61 5T-1=1 37 �-2 (L ILL ---- --- w 0 T� 0 Lo 2Nn FLOOR FRAMING PLAN O SCALE: 1/4"=1'-0" (2244 SHEET) SCALE: 1/V=1'-0" (1Ix11 SHEET) i i ryl IJ.yUj.� r"s W Q F, �e z0 Z_.., N Ld J J sheet: Sw 1.2 'I: c c r— -------------- --------------------------,% I LEGEND • ® INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARNALL • I I EXTENT OF OVERFRAMIN6 •- - -- - -INDICATE5 1/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE i. (SEE NOTES) J L METAL HAN6ER INDICATES P05T ABOVE, PROVIDE SOLID BLOGKIN6 UNDER POST OR JAMB ABOVE. ROOF FRAM I N6 • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 GONNEGTORS, • ROOF 5HEATHIN6 SHALL BE 1/Ib" MIN. 05B/PLYWOOD 5HEATHIN6 24/6, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 %"0.I13" RING SHANK NAILS (R5R5-01 OR EGUIV.) ® 6" O.G. AT PANEL E06E5 $ ® b" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRAG TRUSSES w/ RING SHANK NAILS ® 3" O.G. (U.N.0). PROVIDE BLOGKIN6 ALONG PANEL EDGES AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE CLIPS ALON6 UNSUPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND GONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRUSS ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR CLIPS 0 24" O.G. • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRUSS MANUFAGTURER, UNLE55 OTHERNISE NOTED. • ERECT AND INSTALL ROOF TRUSSES PER WTCA $ TPI'5 BG51 I GUIDE TO 600D PRAGT►GE FOR HANDLING, INSTALLIN6 $ 13RAGIN6 OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRU55 SHOP ON65. SHALL BE SUBMITTED TO ARCH $ ENO, FOR REVIEH AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH d SHORT SPAN ROOF TRU55ES w/ 2x4 LEDGER FASTENED TO FRAMIN6 W(2) 3"x0.131" NAILS ® 16" O.G. U12L I rT CONNECTORS BEARING CONDITION TRUSS CONNECTOR LENGTH < 15' 51MP50N H2.5T SINGLE ROOF TRU55 BEARIN6 ON > 15, SIMPSON HIOA HOOD STUD HALL/WOOD BEAM ROOF 61RDER TRUSS 13EARIN6 ON ALL SIMPSON HT520 HOOD STUD WALL/WOOD BEAM 51NOLE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL ROOF G.T., FLUSH BEAM OR ALL (2) 51MPSON HETAI6 FLUSH G.T. BRO. ON GMU HALL ALL BEARING POINTS OF EAGH ROOF TRU55 SHALL BE CONNECTED WITH GONNEGTOR AS LISTED ABOVE. IT 15 THE RESPONSIBILITY OF THE EN61NEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTED HOOD TRU55 GON5TRUCTION". MW HAS ENGINEERED ALL ROOF TRUSS UPLIFT CONNECTORS IN AGGORDANGE NITH THE REGUIREMENT5 OF A56E-1-10. ALL UPLIFT GONNEGTOR5 AND LOADS PER THI5 DRAHIN6 SHALL SUPERSEDE THE TRUSS MANUFACTURER'S UPLIFT GONNEGTOR 5PEGIFIGATION5 AND LOADS 5HONN ON THE SHOP CARDS. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES ff SCHEDULES g�eeeeu►►►see seal; JU S E © copYd9ht milk %%`,,` Structuraf ligm nc. ocD z J� W w z c rn '- zz W J a i °' a m Z= A m Wa� cn i E a '5 a =� a m E J� Q. �Q Z W p MCD V o y ey m` un 8 N C. C5 = 7 M&K project number 068-2001 1 project mgr NJ M drawn by: KG K issue date: 05-20-20 REVISIONS: date: initial: cz c O 'Q Q Ix z 0 LL �I Q z � a � Q W R00� SRAM I NG PLAN J SCALE: I/4'*'-0" (22x34 SHEET) r SCALE: I/8 -I 0 (Ilxl'i SHEET) U-4 r1i' < Lli OD � W 0 0 � xLd0 _., �zi sheet; Sml.3 xl .IWY. illy .1. lli .. -. - , ye .'. - - �1u_--1. , 1.. 1I I -- - .Y.. _l - A4L.Y-LU d1V4�,e1=- 3..Mllti ii-.I -W1. �I1.IU,�lYli4diIIY1411 Illl: ..�ul ..-ii�� FILLED CELLS. . . . . . . . . . . . . . . . (SEE FLAW `' 411 GARAGE it TOP \A EW ® CORNER F —1 GONG. OR PAVER GARAGE WALL DRIVEWAY BEYOND �t GARAGE SLAB m 411 (SEE PLAW 11- 16"x8" THICKER EDGE W/ (2) #5 GONT. THICKENED EDGE @ GARAGE DOOR DETAIL W&R, N% 6" GMU BLOCK (1) #5 VERT. FROM FT6. - TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL z< '—III=1 11= d 'IIII I r 8" WIDE CONT. GONG. GURB a W=-L--' u #5 DOWEL W/ 6" HOOK AT _ II— II—III-1 ALL VERT. WALL REINF. I=1 I III=III=— IIII ,� 1 (5EE PLANS FOR LOGATIOW II -III -III -III -I - GLEAN COMPACTED I I III =III= 11 1 FILL 0 15%, II-pl' MONOLITHIC FOUNDATION STANDARD DENSITY MIN. W(2) #5 GONT. ON GHAIR5 WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" CM WALL 5HOWN, FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BARS GARAGE CURB DETAIL � : NT'a 8 GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER %" FURR STRIPS -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (5EE PLAW PORGH/PATIO/LANAI SLAB OR PAVERS (5EE PLANS) '. q PER MANUF.. I' ''-III-III eY I -III I e � III I I -III -Ill I I I -III -III -III. ' '-'-II I I -I 0 111-I . I I-1 11=1 I I -_I I I- 1 I I I-111- II 1 y 1111111 � III m � If Tl I I - I I_i II I Tl 11 i=_I IT =1—,- I I=1 I I -I 11=1 1I �Iilll; MONOLITHIC 11 I I (—III—III - FOUNDATION W/ (2) #5 GLEAN COMPACTED 11 GONT. ON CHAIRS FILL o c15%, STANDARD I -O DENSITY AND TERMITE I MIN. TREATED WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" CM WALL SHOWN, FTC. SHALL BE 1'-4" WIDE W (2) #5 BARS EXTERIOR OUT5AI NG 4 5617 POURED SILLS DETAIL 8" CHU (1) #5 VERT. FROM FT(5. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOUSE SLAB (SEE FLAW z d e " III -III -III -III -I a) C)GRADE 1-III=III-III-III. m - III=III=czI III ee :°. II -III -III -III -I' ... 1=1 I I -III -III Q -III- `' I TIF, I I I-1 I I -III - I I I 1) #5 DOWEL w/ 6" HOOK AT ALL VERT. WALL REINF. ' 11 I I 11=III=III _� I I (5EE PLANS FOR LOCATION) GLEAN COMPACTED I I ; ,III 111 I I1 I III 1 IIII- ' FILL o 95% 1 MONOLITHIC FOUNDATION -011 STANDARD DENSITY I N. MINW/ (2) #5 GONT. ON GHAIR5 WHERE 2ND 5TORY WALL OCCURS DIRECTLY ABOVE THE 6" CM WALL 5HOWN, FT6. SHALL BE I'-4" WIDE W (V #5 BARS FOOTI NG SECTION W/ BLOCK DETAIL 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL BEYOND OVER 3/dt" FURR STRIPS EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (SEE PLAW PAVERS (5EE PLANS) ° a .d .. d _ _ .. � 111=III-III-III � I I I III-111- I -III e III=III=III-II1- III -I III -I I I I -III -III -I 1I- ' I I MI I I-1 I I- =1 m III I I d .. I -I 11=1 I IF 11=11- , , 111-III_ eIII III III III"I''' '— MONOLITHIC �_ I 1 FOUNDATION W/ (2) #5 GLEAN COMPACTED 11 GONT. ON GHAIR5 FILL o 95Y STANDARD I -0 DENSITY AND TERMITE MIN. TREATED WHERE 2ND STORY WALL OCCUR5 DIRECTLY ABOVE THE 8" CH) WALL SHOWN, FTC. SHALL BE 1'-4" WIDE w/ (2) #5 BAR5 01 RY DOOR DETA I L NT5 Y2" fPxb" LONG PRE55ME 51MP50N TITEN HD TREATED BOTTOM SGREWS o 4'-0" O.G. PLATE AND 12" MAX FROM END OF WALL d UPLIFT CONNECTORS SUCH A5 STUD PLATE TIES, HURRICANE GLIP5, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. A I NT. BEARING WALL rOOTI NG DETAIL PATIO/PORCH/LANAI SLAB (SEE PLAW 8"x8" THICKENED — SLAB W/ (1) #5 GONT. &THICKENED EDGE DETA I L AU, N% 8" GMU BLOCK (1) #5 VERT, FROM FT6. T BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID PORCH/PATIO/LANAI 5LA13 OR PAVERS (5EE PLAW *,I-Z I r I=1 IY �i EXP JOINT V m R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOUSE SLAB (SEE PLAW d < I -III -III dd — II -III-III-I IIII ,. a'. 'e. IIIIII�IIIII�IIII J.I 1=1 I1�i+`-(I) #5 DOWEL W/ 6" HOOK AT l I 1=1I 1- ALL VERT. WALL REINF. I I 111=III=III=1 I 111; (SEE PLANS FOR LOCATION) GLEAN COMPACTED -1 1 I I I I I -I 11-IIII .I III-111- FILL o 95% MONOLITHIC FOUNDATION STANDARD DENSITY II-�� W/ (2) #5 CONT. ON MIN. CHAIRS WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" CM WALL SHOWN, FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BARS EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL SON& NTS Y" GYP. BD. EA. SIDE OF 2x4'5 0 16" O.G. Y2" J-BOLTS 6" FROM EA, END OF WALL AND SPACE o 32" O.G. N 2" (6" MIN. EMBED) w STUD PLATE TIES PER Q PT BOT. PLAN o STUD TOP 4 } PLT. BOT. edCM1 s: ... °d (2) #5'5 CONT. W/ 3" MIN. CLEAR UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. WALL WHICH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. GARAGE STEP DOWN DETAIL s AUS NT8 8" GMU BLOC (I) #5 VERT. FROM FT6, TO BOND BEAM. LAP W/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID d fe ° a cz ° I I; I III -II z � d o ' 1 --III-III =- '11 III III -III - GLEAN COMPACTED 11- 1I I II11111-I I1 —1 11= R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAW PVC CHASE SLEEVE TO BE TWICE THE DIAMETER OF PROTEGTED PIPE FILL o 95Y I 1_0 If `MONOLITHIG FOUNDATION MIN STANDARD DENSITY N. W/ (2) #5 GONT. ON GHAIR5 WHERE 2ND STORY WALL OCGUR5 DIRECTLY ABOVE THE 8" GMU WALL SHOWN, FT6. SHALL BE 1'-4" WIDE W (2) #5 BARS S A5E';'ETA I L Ze= NT5 Seal: s a � 0?3 �.TE. Or �o �•..< OR ` cD copyright`® I Q�'�� StructufA%WMg nc. z Z J� W W Z N c� Z Z W J Q a � Q rr Z� ci ; c) g cm� lU ~ 32 =� mE a ;. a� J� Z m ;o W AI g y m` L6 W = o N CM G. IV M&K project number: 068.2001 1 project mgr: NJ M drawn by: KG K issue date: 05-20-20 REVISIONS: date: initial: a . cz Cy cz r, 0 0 J LL Q Z 0 n. co � U W 00 d r�" Y o z W .jJ WAS, N% SDml PROVIDE SOLID SHIM BETW'N TRU55 4 CONNECTOR IF TRU55 LOCATED LE55 THAN I YY FROM CONNECTOR. WHERE TRU55 15 6REATER THAN 1 Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF 5HEATHIN6 TO FA50A WITH 2 3/8"xO.113" RIN6 SHANK NAIL5 0 b" O.G. 2x6 FA5GIA -5EE ARCH REINF. MA50NRY LINTEL/ BEAM - - 5EE PLAN FOR 5PEGIFIGATION5. EXTERIOR WALL 5HT'G. TO F GONTINUOU5 FULL HE16HT OF NALL FROM BOTTOM OF RIBBON TO TOP OF DOUBLE TOP PLATE 2 Y2"xO.131" 0 3" O.G. INTO- 50LE PLATE 2x GONT. RIBBON (TOP 4 BOTTOI FASTEN TO EA. TRU55 VERTICAL w/ (2) 3 Y4"xO.131" NAIL5 2 Y2 "x0.131" 0 3" O.G. INTO BOTTOM GONT, RIBBON PROVIDE 51MP50N HETAI6 EMBEDDED STRAP o EACH TRU55 (0 14.2" O.G. MAX) FASTENED TO END TRU55 VERTICAL OR TO BLOCKIN6/RIB130N VERT WALL REINF. TO - EXTEND INTO BOND BEAM 8" REINF. GMU NALL -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 SECTION 5EE UPLIFT CONNECTOR 5GHEDULE ON PLANS FOR CONNECTOR 5PEGIFICATION5 CONNECT EACH END OF MA50NRY LINTEL TO TOP OF PIER/ NALL w/ (1) #5 BENT DONEL W 24" LE65 PROVIDE SOLID SHIM BETN'N TR I% 4 CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. NHERE TRU55 15 GREATER THAN 1 Y2" FROM CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL 0. 2x EXTERIOR NALL -5EE PLAN FOR SHEATHING AND CONNECTION 5PEG5. FASTEN 50LE PLATE TO GONT. RIBBON w/ 3"x0.131" NAIL5 0 b" O.G. 4 5HEATHIN6 TO CONT. RIBBON W 2 Y2"x0.13I" NAIL5 0 6" O.G. FLOOR TRU55E5 -PER PLAN 6" GMU BOND BEAM W/ (1) #5 CONT. �!E �T.,E��... ALL LAPS IN MASONRY 25" RUNNIN6 BAR #5 BENT CORNER BAR GROUTED CELL TYP. CORNER PERT. WALL REINFORCING DETAIL scue: � 2x EXTERIOR WALL -5EE PLAN FOR 5HEATHIN6 AND CONNECTION 5PEG5.- EXTERIOR WALL 5HT'6. TO RUNS CONTINUOUS FULL HE16HT OF WALL FROM BOTTOM OF LADDER TRU55 TO TOP OF DOUBLE TOP PLATE 2 Y2"x0.131" 0 3" O.G. INTO 5OLE- PLATE LADDER TRU55. FASTEN LADDER TRU55 TO EA. BLK6 PANEL W (3)3 Y4"xO.131" NAIL5 MIN. 2 Y2'xO.131" 0 3" O.G. INTO LADDER TRU55 FA5TEN LADDER TRU55 TO GMU- BOND BEAM W 51MP50N HETAI6 EMBEDDED STRAP o I6" O.G. STRAP MAY BE IN5TALLED ON IN51DE OR OUT5IDE FACE OF TRU55 VERT WALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. GMU WALL -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PE05 BY NINDOW/DOOR MANUFACTURER FA5TEN 50LE PLATE TO TOP CHORD OF LADDER TRU55 W 3"x0.131" NAIL5 ® b" O.G. FASTEN FLOOR FLOOR TRU55E5 5HT6. TO FIRST PL -PER AN TRU55 W 3"xO.131" NAIL5 0 6" o.c. 2x4 (MIN) 5PF #2 BLOCKING A5 5HONN AT 45" o.c. FACE NAILED TO TRU55 TOP 4 BOTTOM CHORD w/ (4) 3"xO.I31" NAIL5. 8" GMU BOND BEAM W/ (1) #5 GONT. NOTES: FA5TEN ROOF 5HEATHIN6 TO FA5GIA WITH 2 3/8"x0.113" RING 5HANK NAIL5 0 6" O.G. 2x FA5GIA -5EE ARCH 2x 5HEAR WALL - 5EE PLAN FOR 5PECIFIGATION5. - FASTEN TOP CHORD OF END TRU55 OR 2x4 NAILER THRU WALL 5HEATHING TO EXT. WALL 5TUD5 W 3"x0.131" NAIL5 o lb" O.G. FLOOR TRU55E5 -5EE PLAN 8" GMU BOND BEAM W/ (1) #5 GONT. - I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF NINDOW/DOOR, FASTEN BUCK TO MA50NRY N/ (1) ROW OF %"x4" TAPCON5 6" FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM EDGE OF BUCK. 2. BUGK5 LE55 THAN 2X TO BE FA5TENED N/ GUT NAIL5 OR EQUIVALENT. 5TRUCTURAL CONNECTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN THI5 GA5E. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X BUCKED OPENING, U5E (3) ROWS OF 3"xO.131" NAIL5 5TAC-6ERED o 12" O.G. o EA. 5UCGE551VE BUCK. 4. MIXIN6 OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE 5AME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENT5 (FASTENING) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROWS OF 2 Y2"xO.131" NAIL5 0 16" O.G. FA5TEN NINDOW/DOOR TO 2X PER NINDOW/DOOR MANUFACTURER'S 5PEG5. H ININDOW/DOOR BUCK DETAIL SC4U, errs SECTION SEE UPLIFT CONNECTOR 5GHEDULE ON PLA145 FOR CONNECTOR 5PEGIFIGATION5 FA5TEN ROOF TRU55 TO DOUBLE TOP PLATE w/ (3) 3 Y4"xO.131" TOENAIL5 FA5TEN ROOF 5HEATHIN6 TO END TRU55 OR 2x4 NAILER w/ 2 Y2'xO.131" NAIL5 0 6" o.c. FASTEN BOTTOM CHORD OF END TRU55 OR 2x4 NAILER TO LADDER TRU55 VERTICAL OR 2x RIBBON w/ 3NO.I31" NAIL5 o I6" O.G. VERT WALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. GMU WALL -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 ION@ZFS�l4',w 2x4 CATS o I b "O.C. FASTENED TO 6ABLE END TRU55 w/ (2)3"xO.131" TOENAIL5. PROVIDE (1) 51MP50N H3 CLIP o OVERHAN65 > 12" GYPSUM BOAR[ PER ARCH FOR FIREPROOFING 1'-4" MAX 6ABLE END VERTICAL WEB REINFORGING A5 REQURIED BY TRU55 MANUF. 3 Y4"x0.131" TOENAILS o 12" O.G. GONNEGTIN6 BOTTOM CHORD TO TOP PLATE FASTEN BOTTOM CHORD O 6ABLE END TRU55 TO TOP PLATE WITH 51MP50N A35 GLIP5 0 32" O.G. FA5TEN BOTTOM OF 2x4 J BRACE TO DBL. TOP PLATE w/ (1) 51MP50N H2.5T 4 (2)3 Y4"xO.131" TOENAILS FASTEN 5HEATHIN6 TO 2x4- BLOGKIN6 w/ 2 %"xO.113" RIN6 SHANK NAILS o 4"O.C. ROOF 5HT6 5HALL BE CONT. 24" MIN ONTO.ROOF I` INIL7 W LZ V.V. 26 4,5r: TION VALLEY 5ET OVERFRAMIN6 FASTEN EACH OVERFR TRU55 TO TRU55 BELOI WITH (1) 51MP50N VTGR 0 24" O.G. TYP I GAL OVERFRAM I NG CONNECTION DETAIL SCALE: N.T.5. 2x4 BLOGKIN6 w/ (3)3 Y4"x0.131" TOENAIL5 EACH END (4) 3 Y4"xO.131" NAIL5 PROVIDE 2x4 BLOCKIN6 o 48" O.G. IN FIRST (3) BAY5 OF ROOF TRU55E5-GUT TO FIT TIGHT BETWEEN TRU55 BOTTOM GHORD5 AND NOTCH AROUND SILL PLATE FASTEN DRYWALL TO BLOGKIN6 w/5GREW5 /NAIL5 ® 6" O.G. IN ROOF 5HEATHIN6 N ROOF TR0555 LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME $ SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REG2U I RED ALL APPLICABLE AREAS. THESE WHERE SPECIFICALLY INDICATED DETAILS ARE NOT "CUT" ON THE PLANS. ("CUT") ON THE PLANS. seal: gJ%11111111111 '4. F.� 9 a; JUL IJ E: G 4 O raCM Z J= W W N Z CM Z CC E J N Q � Z= Q U 4 UJIH- cu W'5 j O° z 3: a Q Z :V W Y C c O (Q y Cm tri7 W O N �'. cr) M W project number. 068-200 1 1 project mgr: NJ M drawn by: KG K issue date: 05-20-20 REVISIONS: date: initial: r U) o J � J LL d UJ ui Wz 0 0 � a. J � U) d J � J Q o oY z � UJ J J sheet: SDM2 BOND -BEAM — _ ___—GONTIN. PRECAST HEADER-------'— 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE GA5T-GRETE WINDOW 51LL, WINDOW SILL, OR EQUIV. OR EQUIV. DOUBLE WINDOW L MASONRY PIER DETA� I L Wal NT5 TR M.2 WINDOW 51M• ROFIT I TAB I L)�T p eta'=1'-0' SEE DETAIL I ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION 4FO NOT 5HOWN HERE A5TEN EA. ROOF TRU55 TO GMU w/ IMP50N M5TMI6 TNI5T STRAP. A5TEN STRAP TO GMU W (4) Y4" DIA, x 2 11 LONG TITEN 5GREN5 ROVIDE MOISTURE BARRIER 'LATE (PER TRUSS MANUF) AGH TRUSS. 'ROVIDE 2x FLAT BLOCKING FIT T16HT TO :OOF TRUSSES ® EVERY OTHER BAY A5TENED TO GMU w/ (3) Y4" DIA. x 3 V LONG APGON5. FASTEN BLOGKIN6 TO ROOF RU55E5 w/ (2) 3Y4'xO.131" NAILS ® EA. END. FASTEN EVERY OTHER TRU55 (W WEB BLOCKING A5 REQ'D) TO 2x BLOCKING W (1) SIMPSON A35 GLIP — RETROFIT DETAIL SEE DETAIL 31 ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT 5HOWN HERE PROVIDE SOLID 5LOGKIN6 A5 REQ'D FOR STRAP FASTENING FULL DEPTH BLOCKING (V6" 055 (MIN.), 1%" LVL OR TRU55 FLOOR TRUSSES BLOCKING PER MANUF) ® 48" -PER PLAN O.G. FASTENED TO 2x BLOGKIN6 w/ (1) SIMP50N A35 CLIP—, FASTEN EVERY OTHER TRU55 TO GMU N/ 51MP50N MT5MI6 TWI5T STRAP. FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 Y4' LONG TITEN 5GREN5 2x6 FLAT BLOGKIN6 (BETWEEN TRU55E5 - 16" MIN. LENGTH) FASTENED DOWN TO GMU w/ (3) Y4' DIA. x 3 YY LON6 TAPGON5 ® EA BAY. FASTEN RIBBONL, THRU WALL 5HT6., TO 2x 13LOGKIN6 w/ %4'x0.131" NAILS ® 3" o.c. SEE DETAIL 38 ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT 5HOWN HERE FLOOR TRUSSES -PER PLAN FASTEN BLOGKIN6 TO GMU W 51MP50N MT511I6 TWIST STRAP. FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 Y4" LON6 TITEN 5GREN5 2x6 FLAT BLOGKIN6 TO EA. SIDE OF 05B BLOGKIN6 No" MIN. LENGTH) FASTENED DOWN TO GMU W (3) Y4" DIA. x 3 Y2" LONG TAPGON5. FASTEN LADDER TRUSS, TO 2x BLOCKING W 3"xO.131" IA TOENAILS ® 3" o.c. RETROFIT nET�IL seal: - T1 © copyright:ftrucftt �- ' %%�, 10P a� Z JLU w W \/ CD Z i z Z W __JQ ZF_ U WCn H T cry i —1 JF- z W C y W M&K project number: NOTES: I. UTILIZE 2-PART EPDXY OR 068-200 1 1 OTHER ENGINEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). SEE TYP. FOUNDATION project mgr: NJ M 2. PROVIDE %" DIA. HOLE FOR DETAILS FOR ADDITIONAL DOWEL, BLOW OR BRUSH GLEAN. INFORMATION NOT 5HONN drawn by: KG K 3. FOLLOW MANUF. INSTALLATION IN5TRUGTION5. HERE issue date: 05-20-20 REI�SIONS: FUTURE 8 GMU BLOCK #5 VERT. BAR TO BE date: Initldl: DRILL 6" INTO EXIST'6 I LOCATED PER PLAN SLAB, EPDXY d DRIVE I I IN GROUTED CELL #5 DOWEL, PROVIDE MIN. 50" LAP SPLICE I I I O I I z a �' I .a. III —III —III —III —I 6RADE I I—III—III=III-1 I (I) SIMP50N I I A35 CLIP ® U� EA. STRINGER 4� C) —I I I —I I I=III I � E I III —III —III Q I-1 I=1 �- Cz L�—ICI—ICI � III —ICI —III. I I I=1 I I III=1 FLOOR TRU55E5 C (SEE PLAN) 2x OR 1" 0513 FLOOR 63. DEGKING - PROVIDE VERTIGAL5 MISSED DOWEL RETROFIT D T p S WALE. NIS SIM o CK 97W MX 6RA I! (NP) OR SOLID BLOCKINGG EA. 5TRWER LOCATION (3) 51N6LE PLY 2x12 50UTHERN PINE #2 (OR BETTER) 5TRIN&ER5 (1) 51MP50N A35 CLIP ® EA. 5TRIN6ER 2x6 P.T. BOTTOM PLATE FASTENED TO CONCRETE w/(3)WWDIA. x3Y2" (x LONG TAPGON5 0 J J LL !T�l ECTION11.1/4'=I'-0' TTj W Q z Q 0 x (L J 'Q � U D w 0 z LIJ JJ LETTERED DETAILS ARE TYPICAL 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 I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. sheet: SDm3 LLLl L- 1 1! L 1 ... . ` - — i-�1 — -1-3L :Illill�li , ,. , V it PERMANENT ROOF TRO55 BRACING NOTES: (51N6LE FAMILY HOME OR TOWNHOU5E CON5TRUGTION, WITH ROOF TRUSSES SPACED NO MORE THAN 24' O.C) I. WOOD TRUSSES SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENT SAFETY INFORMATION (BC51) 'GUIDE TO 6000 PRACTICE FOR HANDLING, IN51-ALLIN6, RE5TRAININ6 t BRACING OF METAL PLATE CONNECTED WOOD TRUSSES," (2006 EDITIOW. 2. TOP CHORD BRACIN6: TOP CHORDS SHALL BE BRACED BY DIRECT -APPLIED PLYWOOD/0513 SHEATHING. o IF SHEATHING 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FASTENED TOP CHORD, CONTACT MtK FOR BRACIN6 DE516N. 3. BOTTOM CHORD BRACING: a. THE BOTTOM CHORDS SHALL BE BRACED BY DIRECT -APPLIED 6.WB. GEILIN6 4. WEB MEMBER BRACING: THE TRUSS MANUFACTURER SHALL INDICATE THE TRUSS MEMBERS (P!EB5, VERTICAL5) THAT REQUIRE LATERAL BRACIWIRE51"RAINT. a. 'T' OR 'L' BRACE: WHERE BRACING 15 REQUIRED A5 INDICATED ON SHOP DRAWING, UTILIZE 'T' OR 'L' BRACES (REFERENCE BC51-133 FI6URE5 133-15 t 63-I4). SHOP APPLIED REINFORCEMENT PER BC51-133 FI6URE5 133-22 t BG-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 10% OF THE LENGTH OF THE WEB/VERTICAL MEMBER. • FA5TEN 'L' OR 'T' REINFORGIN6 TO WEB/VERTICAL W/ Ibd 6UN NAILS (0.131x3 I/2') AT b' O.G. b. CONTINUOUS LATERAL BRACING ALTERNATE: WHEN THREE (3) OR MORE 51MILARLY CONF16LRED ROOF TR055E5 AL16N, cONTIN0005 RON5 OF LATERAL BRACING MAY BE USED IN LIEU OF THE ABOVE -NOTED t'OR 'T' BRACE5. • CONTINUOUS ROWS OF LATERAL BRACING SHALL CON515T OF MINIMUM 2x4. ROW5 SHALL BE LAP 5PLICED ONE TRU55 BEYOND IN EACH DIRECTION. 5ECURE BRACE TO EACH TRU55 COMPRESSION WEB w/ (2) 16d 6UN NAILS (0.131x3 1/29. • CONTINUOUS LATERAL BRACIN6 5HALL BE RESTRAINED BY DIAGONAL BRACING (MIN. 2' THICK NOMINAL LUMBER t MINIMUM 5PF 'STUD' GRADE MATERIAL). THI5 BRAGIN6 15 TO BE GONTINUOU5. PROVIDE ONE ROW OF DIAGONAL BRACING AT VERTICAL WEB MEMBERS OF TRUSSES CLOSEST TO EACH GABLE END WALL t ADDITIONAL DIA60NAL5 AT 20'-0' AS REQUIRED. DIAGONAL BRAGE NAILED TO OPP051TE PROVIDE (2) Ibd NAILS o 51DE OF NEB AT 20'-O' MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIRECT -APPLIED PLYWOOD/056 A � ROOF 5HEATHIN67 CONTIN. LATERAL BRACIN6 TO LAP ACRO55 MIN. (I) TRU55 BAY A5 SHOWN 2x STRON613ACK (NOT REQ'D FOR 5TRUGTURE) DIRECT -APPLIED PLYWD/05B DIRECT -APPLIED 6WB GEILIN6 SECTION B-B ALTERNATE FEMMI MM N OK MORE 5MMc TRUSSES ARE HRIAMI U M DIRECT -APPLIED 6WB GEILIN6 — TYPICAL TRU55 ELEVATION COMPRESSION WEB (SLOPING OR VERTIGAL) CONTIN0005 LATERAL BRACE ALTERNATE o (3) OR MORE ADJACENT SIMILAR TRUSSES (SEE INDIV. TRUSS SHOP DRAWIN65 FOR LOCATIONS) 2x 5TRONOBAGK MAY BE INSTALLED FOR GONSTRUGTABILITY TO KEEP EVEN SPACING AT BOTTOM CHORD (NOT REQ'D FOR STRUGTLFZ WEB MEMBER REQUIRING BRACIN6 A5 INDICATED BY TRU55 MANUFACTURER 2x 5TRON65AGK5 MAY BE INSTALLED FOR CON5TRUCTABILITY TO KEEP EVEN 5PACIN6 AT BOTTOM CHORD (NOT READ FOR STRUCTURE) 'L' OR 'T' BRACING o Pt-B5 DE516NATED BY TRV55 MANUF. PERMANENT Trw BRACING PETA I L5 $ NOTES SGALC: NM V1WT APPLI® WLINS, LETTERED DETAILS ARE TYP I GAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME I$ SHALL BE IMPLEMENTED IN 5PEG I E I G AND ARE ONLY REGU I RED ALL APPL I GABLE AREA5. THESE WHERE 5PEG I E I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. seal: r p JUL -` T , 0 � ��A�FS� .,R,°,e�' a © copyright : � Structuraltl♦ng, Inc. aL0 Z _J R W W Z_ Z Z w J a i � Q Z a C 4 U . .r 4 C� WEn 32 -j =a Q. JZUJ �C2 y Y.1 M �h c N C5 a MW project number: 068-200 1 1 project mgr NJ M drawn by: KG K issue date: 05-20-20 REVISIONS: ■ date: initial: ■ sheet: rC Z ji il z