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HomeMy WebLinkAbout6902 Shelby Lynn WayABBREVIA'TIIONS 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 (i 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 PROD PROJECTED DIA. DIAMETER PSI POUNDS PER SQUARE INCH DIR. DIRECTION PSF POUNDS PRE SQUARE FOOT DN DOWN P.T. PRESSURE TREATED DR DW DOOR DISH WASHER QUAD QUADRUPLE DWG DRAWING D.S. DOWNSPOUT REF REFRIGERATOR DTL DETAIL REINF REINFORCED REQ'D REQUIRED EA. EACH RNG RANGE E.J. EXPANSION JOINT R.O. ROUGH OPENING ELEC. ELECTRICAL R RISER ELEV ELEVATION RND ROUND EQ. EQUAL R&S ROD AND SHELF EQUIP. EQUIPMENT EXP EXPANSION SC SOLID CORE EXT. EXTERIOR SCHEM SCHEMATIC EE EACH END SHLF SHELF SHT SHEET FD FLOOR DRAIN SHWR SHOWER FIN. FINISHED FLOOR SIM SIMILAR FND. FOUNDATION SH SINGLE HUNG FLR. FLOOR S.S. STAINLESS STEEL FP FIREPLACE STL STEEL FR FIRE RATED STRUCT STRUCTURAL FXD FIXED SUSP SUSPENSION FRM FRAME SGD SLIDING GLASS DOOR FTG FOOTING SQ SQUARE GA. GAUGE T TREAD GALV. GALVANIZED TB TOWEL BAR GC GENERAL CONTRACTOR T&G TONGUE AND GROOVE GEN GENERAL TEMP TEMPERED GYP. GYPSUM T.O. TOP OF GL GLUE LAM TR TOWEL ROD GLS GLASS TRPL TRIPLE TYP TYPICAL H HIGH HC HOLLOW CORE U.N.O. UNLESS NOTED OTHERWISE VERT VERTICAL HGT. HEIGHT V.L.I.F. VERIFY LOCATION IN FIELD HDR. HEADER HB HOSE BIBB W WASHER HORIZ. HORIZONTAL W/ WITH WC WATER CLOSET INSUL. INSULATION WD WOODWWM INT. INTERIOR WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB Vn a n I anTIVI Companies 90 Matawan Road Matawan, NJ 07747 (732) 383-2200 DUPONT ASPIRE ELEVATION "A" ZEPHYRHILLS, FL 33542 LOT 076 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. ELEVATION "A" 1 ST FLR A/C 1830 SQ. FT. TOTAL A/C 1830 SQ. FT. ENTRY 43 SQ. FT. GARAGE 410 SQ. FT. LANAI 120 SQ. FT. TOTAL UR 2403 S=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 FLOOR PLAN A2.1 FRONT & REAR ELEVATIONS A2.2 SIDE ELEVATIONS A3.1 ROOF PLAN A5.1 BUILDING SECTIONS A5.2 TYPICAL WALL SECTIONS WP1 WATERPROOFING DETAILS E1.1 FIRST FLOOR ELECTRICAL PLAN P1.1 SLAB PENETRATION PLAN S-0.0' STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN S-1.3 ROOF FRAMING PLAN SD-1 FOUNDATION DETAILS SD-2 STRUCTURAL DETAILS PBSB-1 STRUCTURAL DETAILS ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLB ORDINANCES REVIeW DA AU8 I �1U CITY OF IF PLAN EXA V NTr • ;A, 0 s� JUN 2 2 2025 IY w o°� >�Q0 LU 0 cr w co Q��1- w J U) W w �cca:cc 06LLOOW j <2_j u=oC_ j = Z UO U) azo �q) cz OR Q o 0 0 0 C?J 0 to wA 0 ft U) z 0 I ~ w w j > 0� U z 0 a. 0 0 O W G U) O� 2 �Z G aaaaa COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 610 Of RELEASED: 6/11/20 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. R302.9 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR WALL AND CEILING FINISHES FLAME SPREAD AND SMOKE DEVELOPED INDEXES FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4. R302.10 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR INSULATION FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTIONS R302.10.1 THROUGH R302.10.5. GENERAL CONSTRUCTION NOTES: TREADS AND RISERS: THE MAXIMUM RISER HEIGHT SHALL BE 7.75" AND THE MINIMUM TREAD DEPTH SHALL BE 10". THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF THE ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREADS LEADING EDGE. THE MINIMUM WINDER TREAD DEPTH AT THE WALK LINE SHALL BE 10", AND THE MINIMUM WINDER TREAD DEPTH SHALL BE 6". NOSING SHALL NOT BE LESS THAN 3/4" BUT NOT MORE THAN 1 1/4". A NOSING SHALL NOT BE REQUIRED WHERE THE TREAD DEPTH IS I V. HANDRAILS: HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHTS OF 4 OR MORE RISERS. HANDRAIL HEIGHT: HANDRAIL HEIGHT, MEASURED ABOVE STAIR TREAD NOSINGS, OR FINISH SURFACE OF RAMP SLOPE SHALL BE UNIFORM, NOT LESS THAN 34" AND NOT MORE THAN 38". HANDRAIL GRASPABILITY: HANDRAILS WITH A CIRCULAR CROSS-SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 1.25" AND NOT GREATER THAN 2" OR SHALL PROVIDE EQUIVALENT GRASPABILITY. IF THE HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4" AND NOT GREATER THAN 6.25" WITH A MAXIMUM CROSS-SECTION DIMENSION OF 2.25". EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 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 I Y? CAN BE REDUCED BY 1/8". 3.2. THEY HAVE EDGES WITH A RADIUS OF NOT LESS THAN .0 V. 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 /N THE FENESTRATION MANUFACTUREROS INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURERO S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. • IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OFA REGISTERED DESIGN PROFESSIONAL. • IN ACCORDANCE WITH FMAIAAMA 100, FMAIAAMA 200. FMA/WDMA 250, OR FMA/AAMA/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 M 1411.3. 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) W 2 >F_ Ill �OOIz- >o ao W cl H CC cn U W W Q = W ~ JU)wg Er IY YOHz ,6LL00(6 z z zcj) I- Z_ ��Q-j W a=cr _jcn000 Z)=zILL (n 2I-<_z n o O �Q Q 0 0 0 u O w O 0 0 NJ w w z 10� w rL U N< z 0 A O E cz U) W G 04 aaaaa wz COMMUNITY: LINKS @ CALSPRINGS PLAN # 6101 RELEASED: 6/11/20 SHEET CS2 O z w U) 0 z cr z 5 w U) w H vi 0 z 3 cr 06 U) z 5 w U) w 3-SIDED ACRYLIC SURROUND 0 C) 00 CV M 38'-8" 16'-8" 12'-0" 10'-0" 6" 11'-0" 611 STUCCO WRAPPED 2 BEAM @ 7'-8" A 5.1 p STUCCO WRAPPED p a 4X6 POSTS a 3 u LANAI 3 u Ov 8'-8" CLG. 02 m MOISTURE RESISTANT m DRYWALL CEILING Co 6'-0" 1 14'-8" I 9'-4" 8'-8" *35 SH I I 6068 SGD I (53"x63") EGRESS TEMP. 35 SH XFER �� RAG GRILL ��0 ti --- LOCATION 1 '-2" 5 _,�� o OOR DOOR '_ " 18 6 B Ric AHU ON-5 ADD 7/16" OSB TO STAND MECH. CLOSET CEILING FOR FIRE GREAT DRAFT STOP ROOM 8'-8" CLG. T ul) T OWNER'S SUITE 8'-8" CLG. 5'-12" Sri M 1�rAvr t wil i0 .•. .,� �• - _ .14 0 ��� • a .;, KITCHEN BEDEJ,• • - • 36" HT. FLAT COUNTERTOP 4'-911 DRYE VENT I SIN N I a0 r, B& r- �I_N L.: ��� I II L� SH L _u 'F 10'-2" o� �� 6'-82" I 51- T 2_51 6g rn XFER 4'-62" T- RILL WH N 2868 SC W/ CV SELF CLOSER 0 18'-10" BOLLARD PER F 22° X 54" COMMUNITYSPECS ATTIC ACCESS 8'-8" CLG. CEILING BOARD j� ABOVE N 2" WALL BOARD ON GARAGE SIDE PROVIDE INSULATION AS REQ'D CD p 2" CONCRETE N CURB ---------------------------------- -� 16070 GARAGE DR. cf) 2'-4" 2'-72" DINING AREA 8'-8" CLG. XFER GRILL 8'-8" CLG. T T 12'-q" HALL HALL 8'-8" CLG. �'�� 8'-8" C G. 1� 5'-82" 1 3' if " in _ LAV o r------, I _ 1 FOYER � 8'-8" CLG. m � •� = CL , R&S = 00 lo ---- = 6' I m - --� Sao I cc CL -- icB 3'_ 1" 6.41 XFER GRILL BEDROOM 3 8'-8" CLG. C ENTRY T 8'-8" CLG r 0 00 12'-0° *25 SH (37"X63" EGRI 2'-0" 161_011 I 12141 4'_4" ','-0',' 8'-4" 5'-0" 01 20'-0" 64" 13'-4" 38'_8" ID FIRST FLOOR PLAN SCALE: 1 /4"=1'-0" M = o o 00 T 0 O) N Lo O CV 0 r_ IDED RYLIC RROUND LEGEND SYMBOLS A BUILDING/WALL SECTION MARKER OINTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE P 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 NS TYPICAL DOOR PLACEMENT DIAGRAMS ODOORS LOCATED WITHIN A LENGTH OF WALL A 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 SOLIDSURFACE R BRACKET SPACED 6" O.C. FOR COUNTERTOP ERHANGS GREATER THAN 10" TOP PLATE 1' 2" MAX. 2x4 STUD WALL SEE PLANS FOR WALL LAYOUT =_ 1/2" GYP. tBASE CABINET AS BD. PER SHOP DWG.3 N WD.BASE MOLDING FINISH FLOOR FINISH F OOR� rSUBFLOOR NOTE: TYP. WINDOW HEAD HGT. AT T-4" U.N.O. N 'i TAT E= ` O tt J0 12 2025 Cr J H Cr Wzom wz w0 >oCQO W C H fAVWw Q W F-F- J (o W _ :3lY lr Y 0 H z ,8u-00cf) z z Z ~ Z Wga2J W a = (r a (f) o 0 Q Cz-Cz n �C Q 0 H 0 'S'i•� U 0 a ai CO a � o 0 0 LLO I w U) Inn" (L. OEM LL. (L O E U U) w 0 U) Oo �Z aaaaa COMMUNITY; LINKS @ CALUSASPRINGS PLAN # 6101 RELEASED: 6111/20 SHEET A I I e GARAGE TRIM DETAIL SCALE: 3/4"=1'-0" �1 - SCALE: 3/4"=1'-0" 12 5 12 5 12 12 5 1-- 5 35 SH bu Uu 35 SH FIN. FLOOR ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 8" WIDE STUCCO BAND (+1) C 4" WIDE STUCCO BAND (+1) 16070 GARAGE DR. REAR ELEVATION SCALE: 1 /4"=1'-0" ROOF SHINGLES PER COMMUNITY SPECS (TYP-) _BLDG. HEIGHT 12 ROOF SHINGLES PER 12 COMMUNITY SPECS 5 =�1 5 (TYP.) 12 5 4" WIDE STUCCO BAND (+1) � T.O_MASONo iloo R��r —10-110-110-110-110-11 I N NO NO ON ON FNI FMI I I I I 11mil N Fn--1 ON Fn--1 FRONT ELEVATION SCALE: 1 /4"=1'-0" T.O. WINDOW DECORATIVE )AM SHUTTERS 'WIDE STUCCO co BAND (+1) ap FIN. FLR� PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE,:, FINISH ry.:.x•xv'" 3 Y ;......•. . •• :•ram':: SAND TRIM COLOR FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) No 78 �p S O •. ,��iT�• •4 O F (?tee s/0 N A%- eee �U14't 2021 W � } 2Lu �00� } >o a0 W H c�UWw = cr cr ct Y 0 I- z u-00cn z z z F- Z_ w J Q —i W _ cc 2 cn Z u- cn cz Fl- cz Q O O �a Q cn 0 0 z O OEM U O oo� w � 0 w o w w a W ca EL low m< Z f-w z o o (L LLM 0 O R lz W G U) o� �o lzZaaaaa COMMUNITY: LINKSSPR N PLAN # 6101 RELEASED: 6/11/20 SHEET A22. I co FIN_ FLOOR 12 5 5:12 Ii 0 12 5 LEFT ELEVATION SCALE: 1 /4"=1'-0" RIGHT ELEVATION SCALE: 1 /4"=1'-0" *25 SH 35 SH 12 �l 5 12 5 ROOF SHINGLES PER COMMUNITY SPECS (TYP.) ROOF SHINGLES PER COMMUNITY SPECS (TYP-) 12 0 � 5 co n FIN. FLOOR PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE;;:4.?? FINISH • iry :R,T+ '� y :.•... �..• 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) No 77824 O ATE C 1 JUN 2 2 2023 W } _ CC 0 0 2 } >w o W=�I- cj) Ucr W w a=CC wlQ— a.� W W oSZZ0W wga2a T2 r_ cj)000 = Z lL (0 Z H Qcz n n O � Q Q O 0 0 4 le U O Z 'a 0 c� logo w O j � wz w w w ommol a A .< woo U) 1-4 O [L O R U G O� �o IzZ aaaaa COMMUNITY: LINKS PLAN # 6101 RELEASED: 6/11/20 SHEET' A2.2 ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 2404 SQ. FT. 1 154 SQ. IN. UPPER VENT 40% NET VENT MIN. 462 SO. IN. UPPER VENT 50% NET VENT MAX. 577 SO. IN. UPPER VENTS REQUIRED 48" TAMCO OFF -RIDGE VENT (138 SI NET FREE) 4 VENTS NET FREE AREA UPPER ROOF VENTING 552 SQ. IN. NET FREE AREA SOFFIT VENTING 552 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SO. IN. / LF. 84 LF. NOTE: LOCATE RIDGE VENTS 2'-0" OFF ALL HIPS RIDGES OR VALLEYS, MIN., TYP. R806.2:THE MINIMUM NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. UNDERLAYMENT APPLICATIONS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905, TABLE R905.1.1 FOR ASPHALT SHINGLES REFERENCE TO SECTION R905.2 FOR TILE ROOFING REFERENCE TO SECTION R905.3 ROOF PLAN SCALE: 1 /4"=1'-0" q No 7c e _ se JUN 2 2 2021 IY W _ � �JF--LU Wz0� W wz0 W?QO it w cl c/Uw Q�WF- Ju~)WIII jr cr Y01—z �LL00co zzzpz �gQ2-j WIL=Ira CQ Z ° � �F-< cz-� c 10= C Q o F- L) O o a O o O w X mmml 'Q z O a A 0 U) W 0 U) o� �o COMMUNITY; LINKS PRIN PLAN # 6101 RELEASED: 6/11/20 SHEET A3. 'I z w U) z 0 z W i 70 O z w cc Q 0 z_ Q 0 U z g W U) W IN i T.O. V T.O. V FIN. FOOTING PER FOUNDATION PLAN , BUILDING SECTION SCALE: 1/4"=1'-0" BUILDING SECTION SCALE: 1/4"=1'-0" `ll ROOF TRUSSES (SEE SHEET FOR DETAILS) T.O. WALL T.O. WINDOW �I go __ FIN. FLR.-,Jk___ FOOTING PER FOUNDATION PLAN No -ic� r ! • S Tr` O.. �. • 0. Fsi • 0 -0� ONM- JUN 2 2 2023 W Wz0= O H >�QO W C, cnUW W ~ = Wcc �Wg J mcr1� Y O I— Z 06u.00c/) zZfn:< cc < m 3 W�-=��- -iU)cl00 m=zWun ¢?o cz'Cz p 7d' H 0 0 0 U 0 0 M M I� 0 w 0 0-J z LLJ 'Q D W z 0 oL A 0 R U U) W 0 N 04 no IZ aaaaa COMMUNITY: SPRIN PLAN # 6101 RELEASED: 6/11/20 SHEET A591 12 SEE ROOF PLAN INSULATION PER COMMUNITY SPEC. SEE SEE ENERGY CALCS. _ _ _ ELEV. 1/2" (MIN._) CLG. BD. I PT DRAPE BLKG ABOVE WINDOWS 1/2" G.W.B. WINDOW PER PLAN GYP.BD. — WINDOW SILL 1/2" GYP. BD. OVER RADIANT BARRIER INSULATION (R-4.1) ATTACHED TO 1 x2 PT. FURRING @ 24" O.C. BASE BOARD TYP. 1-STORY WALL SCALE: 1/2" = V-0" 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 NATIONAL CODES. VERIFY PANEL DIMENSIONS PRIOR TO CONSTRUCTION. ROOF SHINGLES OVER 15# ROOFING FELT PRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. TOP OF C.M.U. (REFER TO ELEV.) 2x6 ALUM WRAPPED FASCIA BD. w/ALUM DRIP EDGE. SOFFIT PER SPECS SEE STRUCTURAL PLAN PRECAST WIN. SILL SLOPE GRADE AWAY FROM HOUSE 0'-0" FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS BOARD 3 1/2" WINDOW z g w GARAGE a #, sPANEL x y, ToPLANS ,~r gCONCRE w 5 GYPSUM BOARD J" GYPSL BOARD NICHE F( ELECTRII PANEL & WIRING ELECTRU PANEL io EXTERIO CMU BLC WALL CONCRE CURB RE TO PLAN; GRADE II 1 . _'ONCRETI SLAB ON GRADE Al GARAGE FLOOR ROOF SHINGLES OVER 12 15# ROOFING FELT SEE ROOF PRE-ENGINEERED ROOF PLAN TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. OIL TOP OF C.M.U. it (REFER TO ELEV.) SEE —2x6 ALUM WRAPPED FASCIA ELEV. BD. w/ALUM DRIP EDGE. 1/2" (MIN.) ---- SOFFIT PER SPECS CLG. BD. (p TYPE'X' GYP. BD. SEE STRUCTURAL TO BE PROVIDED PLAN WHEN LIVING SPACE IS ABOVE GARAGE) 8" CMU BLOCK W/ CEMENTITIOUS FINISH (BEYOND) EXPANSION JOINT GARAGE SLAB, 4„ SPECS DRIVEWAY PER COMMUNITY SEE STRUCTURAL SPLANS LOPE OIL 01-0" t SLOPE- FIN. FL. Lz `—FOUNDATION M PER STRUCTURAL DRAWINGS WALL SECTION Qr GARAGE DOOR SCALE: 1/2" = V-0" ATTIC OR SECOND I FLOOR LIVING SPACE REFER TO PLANS ELECTRICAL PANEL NICHE AT CMU BLOCK WALL SCALE: 1/2" = V-0" NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION -. s �.. 5 fir, < N Fab JUIN 2 2 2023 x W p J W Wz0X wujZO WOC¢F- CC �U�w c Q=)W f— CC J � W W CcfY Y O 1— Z 06 tL O O vi Z Z H W cc < W Q_=ca m(np0Q =ZIL(n zp �F-Qcz �a O^ oC �� Qo H 0 U 0 0 0 1< 0 U U w on"w c) MEMO cn z 0 CL O R Ix W G U) O �Z aaaaa COMMUNITY: UNKS @ CA U A SPRINGS PLAN # 6101 RELEASED: 6/11/20 SHEET A5.22 z "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 ROOF/WALL SCREED 5X5 "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) ICE AND WATER SHIELD 15" VERTICAL AND 15" DOWN ROOF CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF CEMENT SHINGLE ROOFING 4) INSTALL WINDOW OR DOOR. FASTEN PER PRODUCT APPROVALS AND SEAL WINDOW OR DOOR FRAME TO P.T. WOOD BUCK AND MASONRY SEAL EDGE OF P.T. WOOL BUCK TO MASONRY 2) SET P.T. WOOD BUCK OVER CMU WATERPROOFING IN URETHANE SEALANT. FASTEN PER PRODUCT APPROVALS. 3) APPLY LIQUID WATERPROOFING MEMBRANE OVER THE TC AND EXTERIOR FACE OF BUCK AND SILL CMU OPENING WATERPROOFING SCALE: N.T.S. 8" THICK, 3 COAT CEMENT PLASTER 60 MIN. GRADE D PAPER BACKED LATH BARRICADE PLUS WRB (OR APPROVED EQUAL) / WRAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP F- WRB APPROX. 1-1/2" ABOVE SHINGLES ROOF/WALL SCREED a g w g 5X5 WALL FLASHING r KICK -OUT FLASHING (SEE DTL. BELOW) %116.,,qqqh FASCIA WRAP FELT UNDERLAYMENT SHINGLE ROOFING DRIP EDGE: OVERLAP 3", EXTEND BELOW SHEATHING, MECH. FASTEN 4" O.C. MAX. KICKOUT DETAIL STEP 1 FOLC FOLD INWARD @ PT. A STEP 3 FOLD @ FOLD @ 770 FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C EXTERIOR CMU WALL 1) PROTECTO WRAP LWM200 OR SIMILAR ON WINDOW SILL, JAMBS AND HEAD. APPLY AROUND CORNER AND EXTEND 6" ALL AROUND THE EDGES OF THE WALL PRECAST SILL STEP 2 0 u FOLD INWARD @ PT. A CREASE @ PT. B STEP 4 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 _ No 7; _4 o :• s 810 N p L ;�Q. 2� 2023 ir W wz0= O H woWC¢10 O cAV>W Q = W ~ J in W W � cr x cc 06 Z_ zp:W ga<Z W d = =zLLcU a?o cz a O O O O z to rl%q 0� O 0 f ~ 0 a� iJ M W w w A 5 "d z 0 a A 0 R oc U) 0 zw z o� �o Z Q Q Q Q J COMMUNITY; LINKS CALUSA SPRINGS PLAN # 6101 RELEASED: 6/11/20 SHEET wpi h 2" PVC CONDUIT 2-2/0 COPPER 1-1/0 COPPER OR 2-4/0 ALUMINUM 150 AMP 42 METER 1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT OR ALUM. BREAKER C C#4PER CONCRETE ENCASED GROUNDED ELECTRODE ELECTRICAL RISER DIAGRAM NOT TO SCALE FIRST FLOOR ELECTRICAL PLAN SCALE: 1 /4"=1'-0" r��nn�w�w�rnT 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 H- WALL MOUNTED INCANDESCENT LIGHT FIXTURE 00 VAPOR PROOF LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN Q EXHAUST FAN/LIGHT COMBINATION ® CHIMES (OPTIONAL) O PUSHBUTTON SWITCH (OPTIONAL) ® COMBINATION SMOKE / CO2 DETECTOR ® SMOKE DETECTOR �4 TELEPHONE (OPTIONAL) Q TELEVISION (OPTIONAL) 0 ELECTRIC METER = ELECTRIC PANEL DISCONNECT SWITCH Q JUNCTION BOX /1 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. W } 2 cc 30. 0 >- } >ir¢O W ::) 0 I— cnUWw Q=WF- �U)wg �ircrDc oZSZZOw W a Q � -j 2 cr _ 5 z LL u) �I—QZD cn rL cz �C n �6 a o O � Q 0 Z U O 0-iIn a IL too �Owj " J W U = i war oc Imo U o� � w w � z O IL 0 O U G O;lc rn �Z o aaaaa COMMUNITY: PLAN # 6101 RELEASED: 6/11/20 SHEET El -el SLAB PENETRATION PLAN SCALE: 1/4"=1'-0" cr- w uJ wZ0= O H wowca0 C, QD�N w JU)Wg 0c OL cc Y O I- z u- 0 cn _O zzzz °Cga-j w CL _ a 0Q a?o cz cz a Pt Z H O O 0 Z U 0 0 �--� OA ,� o z w z o w a I a w Io a z O (L a A 0 E lz U) W C N 0 G mZ aaaaa COMMUNITY: UNKMAEUMPRW PLAN # 6101 RELEASED: 6/11/20 SHEET P1.1 z W z 0 z Lu MASONR`1' LINTEL ASSEMBLIES 5EE SCHEDULE AND 5PEGIFICATION5 FOR ADD'L INFO = GROUT EPRECAST LINTEL H/ EMBEDDED REINF. &Pour BOTTOM REINF. PRECAST LINTEL W EMBEDDED REINF. MB- I MB-2 m� TOP REINF. OR GONT. = GONT. BOND BEAM - BOND BEAM REINF. _ = REINF. AS REQ'D - -= �T - = c4zam BOTTOM REINF. BOTTOM REIN. -- PRECAST LINTEL m/ PREGAST LINTEL W/ EMBEDDED REINF. EMBEDDED REINP. N il"a`--It MB-3 MB-4 MASONRY LINTEL DETAILS REINFORCEMENT MARK DESIGNATION TOP 7 BOTTOM SHEAR REINFORCEMENT MB-1 SF8-OB/OT ---- ----- MB-2 &F&IB/OT ----- (1) #5 MB-3 I &FIG-IB/IT (1) #5 (1) #5 MB 4 5RFI4-15 ----- ----- APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S GONGRETE. NOTE5: I. ALL LINTEL5 w/ SPANS GREATER THAN 14'-0" SHALL BE PRESTRESSED. 2. SHORE FILLED LINTELS A5 REQURIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORGEMENT SHALL BE GRADE 60, fy=60 ksl 6. ALL LINTELS SPEGIFIED 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 5-1.3 ROOF FRAMING PLAN 50-1 FOUNDATION DETAILS 50-2 5TRUGTURAL DETAILS PB5B-1 STRUCTURAL DETAILS GENERAL STRUCTURAL NOTES FOUNDATION • DE51614 15 BASED ON 6th EDITION (2011) FLORIDA 5UILDIN6 CODE. • FOOTIN6 DE516N - THESE FOOTIN65 HAVE BEEN EN6INEERED FOR A MINIMUM ALLOWABLE 501L BEARIN6 CAPACITY OF 1,500 P5F. • ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT N/ GONGRETE OR MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION NALL5 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 4 FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED HOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO COORD. • CONCRETE DESIGN BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOHIN6 MINIMUM GOMPRE551VE 5TRENOTH5 IN 28 DAYS, U.N.O.: f'c = 2,500 psi: ....... FOOTIN65 2,500 psi:....... SLABS ON 6RADE (INTERIOR 4 EXTERIOR) fy = 60,000 psi ...... REBAR • ALL GONGRETE EXPOSED TO THE HEATHER SHALL NOT HAVE LESS THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FINISH 6RADE. • FOOTIN05 AND SLABS ON 6RADE SHALL BEAR ON VIRGIN SOIL OR 15% COMPACTED FILL. • MINIMUM LAP SPLICES 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 P51 w/ MAX 3/6" A66RE6ATE • CONCRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM COMPRESSIVE 5TREN6TH OF Ig00 PSI (F'M = 1500 PSI). ALL MORTAR SHALL BE A5TM 6210, TYPE 5. GMU DE516N BASED ON AGI 550/530.1 • > REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP HALL AND SHALL AL16N WITH FOOTIN6 DONEL BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTING DONEL. • 6ROUT SOLID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" GONT. FULL LENGTH OF NALL w/ (1) #5 BAR GONT. (TYP. @ EXT. PERIMETER) • PROVIDE (1) #5 BAR 6ROUTED SOLID ON EACH 51DE OF ALL MA50NRY OPENINC75 AND AT ALL NALL CORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MASONRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR WALLS. (A5 SHOWN ON PLANS) • ROUGH OPENIN65 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF SLAB EDGES, AND OTHER LOGATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. EXACT LOGATION5 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 GRID PATTERN SHALL BE A5 GLOSE TO SQUARES AS POSSIBLE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SPECIFICATIONS (TYP. U.N.O.) DESCRIPTION OF 131-06. ELEMENT 3"x0.131" NAILS 3"0.120" NAILS JOIST TO 50LE PLATE (3) TOENAILS (3) TOENAIL5* 50LE PLATE TO J0I5T/13LK'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 0 6" o.c. TOENAILS 0 6" o.c.* BLK'6. BTWN. J015T5 TO TOP PL. (3) TOENAILS (3) TOENAILS* DOUBLE STUD NAILS 0 24" o.c. NAILS a 16" o.c. DOUBLE TOP PLATE NAILS 0 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE LAP SPLICE 9 NAILS IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP ® CORNERS 4 INTER5EGTIN6 HALLS (2) NAILS (2) NAILS * 21/2"xO.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3'W.120", SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE * ARE SHOWN) THI5 MODEL HAS BEEN DE516NED IN AGGORDANGE WITH THE 6th EDITION (2017) FLORIDA BUILDING CODE (SECTION 160q) LATERAL DE516N REQUIREMENTS FOR THE FOLLOHIN6 WIND SPEED EXPOSURE ONLY: 140 MPH - EXP. B WIND I MPORTANGE FACTOR = 1.0 INTERNAL PRE55URE COEFF G I ENT = ENCL05ED, +/- 0.18 ANY WIND 5PEED/EXP05URE NOT L15TED HERE REQUIRES FORMAL EVALUATION I APPROVAL FROM MULHERN I KULP STRUCTURAL EN61 VEER I N6. EXTERIOR I$ SHEAR WALL SHEATHING SPECIFICATIONS INDIGATE5 LOCATION AND EXTENT OF SHEARNALL NHIGH REQUIRES 5HEATHIN6 AND/ OR FASTEN I N6 5PEG I F I GATI ON5 BEYOND THAT OF STANDARD GON5TRUGTION SYMBOL SHEAR PANEL 5PEG. 15/32" PLYWOOD OR 0513 FASTENED w/ PI 2V2"x0.131" NAILS @ 6" o.c. ALON6 PANEL EDGE5 AND 12" o.c. IN THE PANEL FIELD. 15/32" PLYWOOD OR 05B FASTENED W P3 2Y2"xO.131" NAILS @ 3" o.C. ALONG PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. STANDARD EXTERIOR HALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR HOOD FRAMED HALLS w/ 15/32" PLYWOOD OR 05B FASTENED w/ 2 "xO.131" NAILS 0 6" O.G. AT ALL PANEL E06E5 AND 0 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL E06ES SHALL OCCUR OVER FRAMIN6 OR 2X BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL ED6E AND FASTENING 2. ALL STRUCTURAL PANELS ARE TO BE DIREGTLY APPLIED TO STUD FRAMING @ I6"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARHALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED T06ETHER w/ -*2"xO.131" NAILS @ I6"o.c. USE (a) 3Y2"xO.131" NAILS m EA. LAP SPLICE. (TYP. U.N.0) 4. LATERAL ANALY515 ASSUMES ALL INTERIOR 5HEARHALL5 AND EXTERIOR HALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENIN65. 5. SEE ARCHITECTURAL DRAWINGS FOR ADD'L HALL CONSTRUCTION REQUIREMENTS. 6. ALL EXTERIOR NALL5 ARE CON51DERED 5HEARNALL5. 1. WHERE PANELS ARE APPLIED TO BOTH FAGE5 OF NALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. 8. A MAXIMUM OF TWO 1'-4" HIDE X 2'-0" TALL OPENIN65 ARE PERMITTED TO BE GUT INTO INTERIOR SHEARNALL5 50 LON6 A5 THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 ED6E NAILING REQUIRED AND OGGUR 16" MINIMUM FROM THE ENDS OF THE 5HEARHALL. Window $ Door Allowable Wind Pre55ure5 140 MPH Wind Zone Ex o5ure B OPENING SIZE INTERIOR ZONES END ZONES 6 Garage Door +18.5 P5F/-20.1 P5F +18.5 P5F/-20.1 P5F I66arage Door +I1.1 P5F/-Iq.1 P5F +I1.1 PSF/-11.1 PSF 10 SOFT. +21.2 P5F/-22.1 PSF +21.4 P5F/-28.3 P5F 20 SOFT. +20.2 P5F/-22.0 P5F +20.2 P5F/-26.4 PSF 50 SOFT. +11.0 PSF/-20.8 PSF +11.0 P5F/-23.1 P5F 100 SOFT. +18.0 P5F/-11.8 PSF +18.0 PSF/-22.0 PSF 500 SOFT. +15.8 P5F/-I1.6 PSF +15.8 P5F/-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 0.6 to obtain ultimate pressures. ROOF FRAMING • SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 GONNEGTORS, • ROOF SHEATHING SHALL BE 1/Ib" MIN. 05B/PLYWOOD 5HEATHIN6 24/b, EXPOSURE 1, FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/6"x0.113" RIN6 SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL EDGES 4 o b" O.G. IN FIELD. FASTEN SHEATHING TO CABLE END 4 DRAG TRUSSES w/ RIN6 SHANK NAILS o 3" O.G. (U.N.O.). PROVIDE BLOCKING ALON6 PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND GONTINUOU5LY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 13ELON w/ 51MP50N VTCR CLIPS 0 24" O.G. • ALL METAL HANGERS SHALL BE SPEGIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERN15E NOTED. • EREGT AND INSTALL ROOF TRUSSES PER HTGA 4 TPI'5 BG51 1 " GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6 4 BRACING OF METAL PLATE GONNEGTED HOOD TRUSSES." • ROOF TRU55 SHOP DN65. SHALL BE SUBMITTED TO ARCH 4 ENO. FOR REVIEH AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER FASTENED TO FRAMIN6 w/(2) 3"0.131" NAILS 0 I6" O.G. UPLIFT CONNECTORS BEARING CONDITION TRUSS CONNECTOR LENGTH < 15' 51MP50N H2.5T SINGLE ROOF TRU55 BEARIN6 ON > 15, 51MP50N HIOA HOOD STUD HALL/WOOD BEAM ROOF GIRDER TRUSS BEARIN6 ON HOOD STUD HALL/HOOD BEAM ALL 51MP50N HT520 51N6LE ROOF TRUSS OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU HALL ROOF G.T., FLUSH BEAM OR ALL (2) 51MPSON HETAI6 FLUSH 6.T. BR6. ON GMU NALL ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE GONNEGTED WITH GONNEGTOR AS L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF REGORD TO DE516N THE UPLIFT CONNECTORS PER 5EGTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTED HOOD TRU55 GON5TRU6TION". M4K HAS EN6INEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENT5 OF A5GE-1-10. ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWING SHALL SUPERSEDE THE TRUSS MANUFAGTURER'5 UPLIFT GONNEGTOR SPECIFICATIONS AND LOADS 5HONN ON THE SHOP CARDS. LEGEND • ® INTERIOR BEARING WALL • _ _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARHALL e I : ' : I EXTENT OF OVERFRAMIN6 •------ .._. - -INDICATES 1/8"A" SAW GUT CONTROL JOINT Mw INDIGATE5 LOCATION OF REINFORCED GMU GORE IL (SEE NOTES) J L METAL HAN6ER INDICATES P05T ABOVE. PROVIDE SOLID BLOGKIN6 UNDER P05T OR JAMB ABOVE. GENERAL STRUCTURAL NOTES DE516N 15 BASED ON bth EDITION (2011) FLORIDA BUILDIN6 GORE. • WOOD FRAME EN6INEERIN6 15 BASED ON N05, "NATIONAL DESIGN 5PECIF16ATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DE516N LOADS: ROOF LIVE = 20 P5F DEAD = -7 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 STAIRS DECKS) = 30 P5F 0 5LEEPIN6 AREAS = 50 P5F @ 6ARA6E = 200 # POINT LOAD ® 6UAR05/HANDRAIL5 = 50 P5F 0 GUARD IN -FILL COMPONENTS DEAD = 10 P5F (20 P5F TOTAL 0 TILE) HIND ULTIMATE WIND SPEED 4 EXPOSURE A5 L15TED R15K GATE6ORY 11 GENERAL FRAMING • EXTERIOR HOOD STUD BEARIN6 HALLS SHALL BE 2x 5PF#2 OR 5YP#2 0 lb" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR HOOD STUD BEARIN6 HALLS SHALL BE 2x SPF OR 5YP '5TUD' 6RADE LUMBER 0 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE GON5TRUCTED WITH 2x 'STUD' GRADE MEMBERS SPACED 0 lb" O.G. (MAX.). • ALL NON -BEARING INTERIOR STUD HALLS SHALL BE CONSTRUCTED HITH 2x '5TUD' 6RADE MEMBERS SPACED 0 24" O.G. (MAX). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JAGK STUD 4 (1)2x KING STUD, MINIMUM. - THE NUMBER OF STUDS SPEGIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK 5TU05 REQUIRED, U.N.O.. • ALL HEADERS, BEAM5 4 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 H/ 3-RON5 OF 3"x0,131" NAILS 0 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES 0 3-PLY OR MORE GONDITION5. UTILIZE 2 ROH5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FACE NAIL BUILT UP 2x POSTS N/ 3"x0.131" NAILS ® 16" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FAGE5 a 3-PLY OR MORE GONDITION5. • REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • SHEATH ALL HOOD FRAMED EXTERIOR NALL5 w/ 1/16" 05B FASTENED w/ 2V2"x0.131" NAILS 0 6" O.G. @ E06E5 4 12" O.G. @ CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL ED6E5. 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 EXGEED THE FOLLOHIN6: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55AO'b psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.0x10"6 psi • FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROHS OF 3"0.131" NAILS 0 6" O/G OR 2 ROH5y4"4/2" 51MP50N 505 5GREH5 (OR 3Y2" TRU55LOK 56REH5) 0 16" O/G. USE A MINIMUM OF 3 RONS FOR BEAM DEPTHS OF 14" OR GREATER, APPLY FASTENING AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/5GREH5 2" FROM EDGE. SOLID 3Y2" OR 5Y4" BEAMS ARE ACCEPTABLE. USE 2 ROWS OF NAILS FOR 2xb 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROWS OFY4"xb" 5IMP50N 5D5 5GREH5 (OR b 3/4" TRU55LOK 5GREH5) 0 I6" 0/6. USE A MINIMUM OF 4 RON5 FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FASTENING AT BOTH FACES (ONE SIDE ONLY FOR TRU55LOK 5GREH5). LOCATE TOP AND BOTTOM 5GREH5 2" FROM ED6E. A SOLID 1" BEAM IS ACCEPTABLE. • ALL INTERIOR HALL 5TUD5 IN CONTACT w/ GMU HALLS SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LON6 TAPGONS 0 24" O.G. FLOOR FRAMING • I-J015T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HANGERS SHALL BE SPEGIFIED BY I -JOIST /TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • I-JOIST/TRUSS SHOP DH65. SHALL BE SUBMITTED TO ARCH. 4 EN6, FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. • FLOOR 5HEATHIN6 SHALL BE 23/32" GONFORMIN6 TO P52-04, 24" O.G., EXPOSURE I, TONGUE AND 6ROOVE WOES, FASTEN 5HEATHIN6 TO FRAMING MEMBERS H/ GLUE AND 3'W.131" NAILS 0 b" O.G. AT PANEL EDGES 4 12" O.G. AT INTERMEDIATE SUPPORTS. TYPIGAL STAIR GON5TRUGTION 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 2xb P.T. PLATE TO CONCRETE SLAB w/ (3) 3/b" DIA, x 3,142" LON6 TAPGONS. • FASTEN END 5TRIN6ER5 TO ADJAGENT HALLS w/ (2) 3"x0.131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE 3/4" FLOOR DECKING ON R15ER5 AND I" FLOOR DEGKIN6 ON TREADS. 9 SEE STAIR FRAMING SECTION FOR MORE INFO. seal: ��Oti� P� q S�,, i c O •'• , J Q copyright : M>'lQIIj��Ci71lR�' .e Stru ctura I%lrlhtAq lnc. az z JF= W w Z o O� Z Z w J a W a ZQQ I- o v U A 4 W~ f/) :2 j = OC Q Jz �- o Co Lil M L� co N C ch is M&K project number: 068-200 1 1 project mgr: drawn by: issue date: NJM KGK 05-26-20 REVISIONS: date: initial: W F- O Z J d I-- U I -- sheet: J W 0 Z O n. 0 I~ 0 J SM0.0 'Q 0 0 J LL. U 0 z Q < U) J T'Q V 'Q U) Z J 0 0 r I• R1 0 N 2 5D- 5 5D- 2'-0" _ PATIO SLAB: _ 3 Y2" GONG. 5LAB ON 12 WIDE GONG. I N GRADE (2500 P51 TURNDOWN EXTENDED I I MIN.) W bxb-W1.4xNI.4 MIN. 12" BELOW GRADE I MESH OR FIBER MESH ON q5 GOMPAGTED FILL OR VIRGIN -L— r2 r' rq 5D-I I 5D-I �� 5D-I HU AG 3 Y2 STEP IT ------�—------- --I---------� 2 '-8" b'-2" I 11'-10" I I I I I 5.6.D. REGE55 PER I • MANUFAGTURERS I • I I INSTRUCTION I I I I I I I • I I I I I I I I I I I NOTE: REFER TO BLOGK PLAN FOR ALL DOWEL I LOCATION DIMEN5ION5. I I I F • I I I I I I I I I. • I I ' L__ I ----- 3Y211 STEP- ----- I I • 4 4 I 5D-I 5D-I I I I I 3 y2" STEP I • I GARAGE 5LAB: I 5D-I 3 Y2" GONG. SLAB ON GRADE L (2500 PSI MIN.) w/ bxb-W1.4xHl.4 3 Y2" STEP MESH OR FIBER MESH OVER 6 - — ! • • • MIL. POLY ON q5q COMPACTED I FILL OR VIRGIN 5O1L. I b I I • I I SD -I I •I - N I I I I I 5 5D- 20'-0" 2 5D- 2 5D- I 0 0 r SLAB PLAN LEGEND • ® INTERIOR BEARING WALL • - - - BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL I I EXTENT OF OVERFRAMING • - - --INDICATES 1/8"A" SAW GUT CONTROL JOINT INDIGATES LOGATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HANGER INDIGATES POST ABOVE. PROVIDE 50LID BLOGKING UNDER POST OR JAMB ABOVE. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES I$ SCHEDULES seal: w Iv J i -r - 53 c co r ht : Mlit Q����CP PY19 i'ieennee Structural ngineenng, Inc. a� z J� W LLJ z c �� z rn w a a Z= Q� F- U A r Q to CEi W-R cn '� a°' a 3:� O° E • JZ Q UJ Ca y mt y LU e m O N ac c� m M&K project number: 068-2001 1 project Mgr. N J M drawn by: K G K issue date: 05-26.20 REVISIONS: date: initial: sheet: clu �'I" � ty rrC 'Q Q x 0 J LL UJ � Q z x 0 W z � O � a � co r1*-1 Q Y 0 Q. : SCALE: I/4"=1'-0" (2244 SHEET) SCALE: I/8"=1'-0" (IlxI 1 SHEET) Fm 1 *0 LEGEND I 6'-0" 4'-6" 5'-11/2" 5'-01/2" 6'-2" 3'-2" 4'-6" 4'-2" MB—I I I I M13-1 M13-1 >n f A I O i �n 0 I I frl N O P(� • ® INTERIOR BEARING WALL • _ _ _ BEARING HALL ABOVE • BEAM / HEADER • LOGATION AND EXTENT OF 5HEARHALL • I: ' ; I EXTENT OF OVERFRAMING L-. - - -'.J • -- -- -------INDI6ATE5 1/8"A" SAW GUT GONTROL JOINT INDIGATE5 LOCATION OF REINFORGED GMU GORE (5EE NOTES) J L METAL HANGER INDIGATES POST ABOVE. PROVIDE 50LID BLOGKING UNDER POST OR JAMB ABOVE. MASONRY LINTEL DETAILS REINFORCEMENT MARK DE516MTION TOP BOTTOM 5HEAR REINFORCEMENT MB-I 8F8-OBIOT ----- ----- MB-2 5F8-IB/0T ----- (1) #5 MB-3 8F16-115AT (1) #5 (1) #5 MB-4 8RF14-I5 ----- --- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT 5 GONGRETE. NOTE5: I. ALL LINTEL5 W 5PAN5 GREATER THAN 14'-0" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINTEL5 5HALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORGEMENT 5HALL BE GRADE 60, f9=60 k51 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTEL5 ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELON MASONRY LINTEL ASSEMBLIES 5EE SCHEDULE AND 5PEC►FICATION5 FOR ADD'L INFO GROK 6RM ........ "' BOTTOM REINF. PRECAST LINTEL. W PRECAST LINTEL, W EMBEDDED REINF. � I I EMBEDDED REINF. MB-1 MB-2 TOP REIW. OR COW. CONT. BOND BEAM BOND BEAM I;Mlw. R REIW. AS REQb GRour 6ROur BOTTOM REIW.BOTTOM REIW. PRECA5T LINTEL W PRECAST LINTEL w/ EMBEDDED REIW. EMBEDDED REINF. {�—�—{I- fV �I—'w• —IF MB-3 MB-4 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES S SCHEDULES N d �z S O •• .<O. © copyright: MUMI j ft Structural Engmeenng, Inc. a(D Z �W W W N Z z Q W a J L Q Z= U � 0- �� C� mE = Q Q J W y C Y y m W CD N M C. M&K project number: 068-200 1 1 project mgr. NJ M drawn by; KG K issue date: 05-2 6-20 REVISIONS: date: initial: d Q 0 J L Uj O MB-1 nn Z • o 0 0 Cz c°n �Cn I v` N ME-1 MB-1 0 0 \Z ................................................ ................. 0. z ............ a MB-3 iW`-0 16 -0 -0 5 -2 3 -2 51-011 0 Z 201_011 I_ 11 1_ J J 5 4 13II 4 W BLOCK PLAN sheet: SCALE: 1/4"=1'-0" (2244 SHEET) SCALE: 1/8"=1'-0" (110 SHEET) Fm2.0 1 PPAP I AKIAI t-)fiJrlPPr-n Rr-AMC,. O O LL o0 w LL LEGEND • = _ = = = BEARING WALL ABOVE • BEAM / HEADER • m � m LOCATION AND EXTENT OF SHEARHALL EXTENT OF OVERFRAMIN6 • — — —----INDICATE5 1/8"A" SAW GUT CONTROL JOINT INDICATE5 LOCATION OF REINFORCED GMU GORE (5EE NOTES) J L METAL HAN6ER INDICATES P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER POST OR JAMB ABOVE. P.T. P0 PO5T PROVIDE (1) 51MP50N C520 STRAP ON EACH EXTERIOR FACE OF P05T, q" MIN END LENGTH DROPPED BEAMS PER PLAN REAR WOOD LANAI T`I'P. BEAM TO POST CONN. WALE: 3/4'=1'-0' ROOF FRAMING • SEE ROOF TRU55 UPLIFT GONNEGTOR 5GHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 7/I6" MIN. 05B/PLYWOOD 5HEATHIN6 24/6, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 %"x0.113" RING SHANK NAILS (R5R5-0I OR EGUIV.) 0 b" O.G. AT PANEL ED6E5 d o b" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END 4 DRAG TRUSSES W RIN6 SHANK NAILS o 3" O.G. (U.N.0). PROVIDE BLOCKING ALONG PANEL ED6E5 AT FIR5T 2 TRU55 13AY5 FROM 6ABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGES. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND GONTINUOU5LY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW W 51MP50N VTGR CLIPS o 24" O.G. • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLESS OTHERN15E NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER NTGA 8 TPI'5 13651 1 GUIDE TO GOOD PRAGTIGE FOR HANDLIN6, INSTALLING 4 BRAGIN6 OF METAL PLATE CONNECTED HOOD TRUSSES." • ROOF TRUSS SHOP 016165. SHALL BE SUBMITTED TO ARCH $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORGH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"0.131" NAILS ® 16" O.G. UPL I rT GONNEGTOR5 BEARING CONDITION TRU55 CONNECTOR LEN6TH < 15' SIMP50N H2.5T SINGLE ROOF TRU55 BEARING ON > 15' SIMP50N HIOA WOOD STUD HALL/HOOD BEAM ROOF GIRDER TRU55 BEARING ON ALL 51MP50N HT520 WOOD STUD HALL/WOOD BEAM SINGLE ROOF TRUSS OR PORCH ALL SIMP50N HETAIb BEAM BEARING ON GMU NALL ROOF G.T., FLUSH BEAM OR ALL (2) SIMPSON HETA16 FLUSH G.T. BR6. ON GMU HALL ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE GONNEGTED WITH GONNEGTOR AS LISTED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN5I/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-10. ALL UPLIFT GONNECTOR5 AND LOAD5 PER THI5 DRAHIN6 SHALL SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNEGTOR SPECIFICATIONS AND LOADS 5HOWN ON THE SHOP CARDS. REFER TO S-O.O FOR TYPICAL STKUGTURAL NOTES � SCHEDULES seal: v NJ 7 '. I r:- r © copyright : Muult�� Nil Structural lfngrle 66g', Inc, acm z Jcc W W z z W J a ZF- U W� cn JZ W O_ y W OG 7 M&K project number: ;ill 068-2001 1 project mgr. NJ M drawn by: KG K issue date: 05-2 6-20 REVISIONS: date: initial: / I I I I I I I I I I J Lu LL sn fS IQ) N J U \ I °o (0 0 w Z I \ \ HIP 61 RDER TRU55 \ I z O co F------------------------------- ---------------------w I I HIP GIRDER TRU55 \ I I I '~VALLEY TRU55 \ 0 SD-2 I o o < z W O I O.F. @ 24" O.GLL O . I.... I r- v � LL oW I ' ' a � Lo \r 0 I 0 �-0 Z ROOF FRAM I NG PLAN SCALE: I/4"= I'-0" (22x34 SHEET) SCALE: I/8"=1'-0" (IlxI1 SHEET) sheet: Sm 1.3 i°� .a .'°•° � I I=III=III=1 l i I6"x8" THICKEN EDGE W/ (2) #5 CONT. THICKENED EDGE @ 6ARA 6E DOOR DETAIL saw"e: N% 8" GMU BLOCK 6" WIDE GONT. GONG. CURB (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL 6ARA6E SLAB MIN. 30" 6ROUT CELL > (5EE PLAW SOLID - � ...a ' . a' . • ;. III—III-1 � 1=1 � 1— ,,Z� GRADE III —I I —I I 1=1 I —I •'—III—I —� III —I I ' � ° � ° °. I=1 I I —III —I I I- o 11 II- I=1 m III I I— I I=III_ 4. III li (I) #5 001AEL W/ b" HOOK AT I=III=I (EE VERT. NALL REINF. PLANS FOR OGATIOW GLEAN COMPACTED—' • ' " I =1 11= �' ' FILL o 95% 1'-p" MONOLITHIC FOUNDATION STANDARD DENSITY MIN W/ (2) #5 GONT. ON CHAIRS WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" CMU WALL 5HOWN, FT6. SHALL BE 1'-4' WIDE w/ (2) #5 BARS GA %6E CURB DETA.I L � sc,�.e: r�rs 8" GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER 3/4" FURR STRIPS -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (SEE FLAW PORGH/PATIO/LANAI SLAB OR PAVERS (5EE PLAN5) PER MANUF.. '. -11 M I I 1=1 11= �' '—III—III l)/ I 1 —III e. 111-1 I I —III —III I I=1 11—III-1 I_ ' '—III_I III —I I I MITI —III —I I I 1—I I III-111=11 I I=1 m 11 I I I I —I I I —I I IF -: Ill-if111 � I—III—III—f 1=1 I I=III—_i11=_III—I �- MONOLITHIC III-1 I I —Ili FOUNDATION W/ (2) #5 GLEAN COMPACTED GONT. ON CHAIRS FILL o 115% STANDARD 11-011 DENSITY AND TERMITE MIN. TREATED WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 6" GMU WALL SHOWN, FT6. SHALL BE 1'-4" WIDE W (2) #5 BARS c EXTERIOR OUTSAI NG 4 56D POURED SILLS DETAIL 8" GMU (1) #5 VERT. FROM FT&. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID R4.1 FI-FOIL OR EQUAL OVER V4" FURR STRIPS -PER BUILDER HOUSE 5LAB (SEE FLAW 0 6RADE I I 1=1 11=1 11=1 b m _ _ I I —I 11=_1LI=1LI , I— c l I I I —I I I —I I I —I 1 II - '. I —I 11=1 I I —I —I 15- I I ICI=1 � i—I 1 IT ° =1 11= =III— . III—= 1) #5 DOWEL W/ b" HOOK AT ALL VERT. WALL REINF. GLEAN COMPACTED I I I I I I I I I —III I I I- (SEE PLANS FOR LOCATION) III..-1 I MONOLITHIC FOUNDATION STANDARD DENSITY I�-oil W/ (2) #5 GONT. ON CHAIRS MIN. WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 6' CMU WALL 5HOWN, FT6. SHALL BE 1'-4" WIDE W (2) #5 BARS 1=00TING SECTION W/ BLOCK DETAIL ,EAU, NTS 8" CMU BLOCK R4.1 FI-FOIL OR EQUAL BEYOND OVER 3/4" FURR STRIPS EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (SEE FLAW PAVERS (5EE PLAN5) ° ° a. 'a III —I I —III —I I II III-= . �—,� =I I I=III=II1—I I I —I MONOLITHIC GLEAN GOMPAGTED " 111 =11 1- I l i FOUNDATION W/ (2) #5 FILL ® Q5% STANDARD I'-O" GONT. ON CHAIRS DENSITY AND TERMITE I MIN. TREATED WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" GMU WALL SHOWN, FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BARS ENTRY DOOR DETAIL b WAU: N% 8"x8" THICKENED — SLAB W/ (1) #5 GONT. ATIO/PORCH/LANAI SLAB (5EE PLAN) GRADE =T=I I=Ti=IT=I I=I THICKENED E06E DETA I L 8" GMU BLOCK (1) #5 VERT. FROM FT6. T BOND BEAM. LAP W/ FOUNDATION DOWEL MIN. 30" &ROUT GELL SOLID PORCH/FATIO/LANAI SLAB OR PAVERS (SEE PLAW EXP JOINT R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE FLAW d d ° ° • b•' I —III —I � I —I � I d I —III —III —I � I —I —III=1 I I —I I 1-1 �'— I I III —III —I I 1=1 -11 •' °. II=III=III=1' —III-1' I) #5 DOWEL W/ b" HOOK AT =I I I- ALL VERT. WALL REINF. ' I III=III=1 I I=1 I III; (5EE PLANS FOR LOGATIOW GLEAN COMPACTED -� I I I I 11 I I I-1I1= FILL ®95% MONOLITHIC FOUNDATION STANDARD DENSITY It -oil W/ (2) #5 GONT. ON MIN. CHAIRS WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" CMU WALL SHOWN, FT6. SHALL BE 1'-4' WIDE w/ (2) #5 BARS EXTERIOR HALL @ PORCH/PATIO/LANAI DETAIL Ball RM Y2" GYP, BD. EA. 51DE OF 2x4'S o 16" O.G. Y2" J-BOLTS 6" FROM EA, END OF WALL AND SPACE o 32" O.G. 2" ((o" MIN. EMBED) w STUD PLATE TIES PER % PT BOT. PLAN o STUD TOP 4 PLT. BOT. •. .. ° . . °. d a d a• ' � _ b • •- a (2) #5'5 COW. W/ — „ 3" MIN. CLEAR 8 8 UPLIFT CONNECTORS SUCH AS 5TUO PLATE TIES, HURRICANE CLIPS, AND ANGHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. WALL WHICH REQUIRE SUCH HARDWARE WILL BE SFECIFIGALLY NOTED ON PLAN. GARA 6E 571EP DOWN DETA I L W42: N% 8" GMU (1) #5 VERT. FROM FT6. TO — BONO BEAM. LAP W FOUNDATION DOWEL MIN. 30" &ROUT CELL 50LID _zccX L ciJ O RADE 117117711=II1- O GLEAN GOMPAGTEO FILL o 45'k R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) • d•' ° I � 11�—I--IIII6I I-P, 1 I a _ = PVC CHASE SLEEVE TO BE III—III=I TWICE THE DIAMETER OF =1 11=+ I I I I I I I I I PROTECTED PIPE STANDARD DENSITY I'-O" MIN. WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" GMU WALL SHOWN, FT6. SHALL BE 1'-4' WIDE rt/ (2) #5 BARS GHA�SE DETA� I L MONOLITHIC FOUNDATION W/ (2) #5 GONT. ON GHAIR5 seal, No 7-iLL4 sue, .{�••,� •0 � ` ®<� © copyright : MUIiQ Structural Engineering, Inc. az Z J= W D LU Z N c� \/ CD i Z W J a � Q Z c� A t an W cn 32 a m >, JZ M W p Y o y Nd o cc� IM �h C N CC M G. 110 project number; 068-200 1 1 project mgr. NJ M drawn by: KG K issue date: 05-26-20 REVISIONS: date: initial: sheet: d 0 0 J LL W � Q z 0 a H J 4 O U (L �d C� J J WAU, III SDm 1 FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 2 3/8"x0.113" RIN6 SHANK NAILS ® 6" O.G. w �n 2x6 FA5GIA -SEE ARCH 8" GMU BOND BEAM W/ (1) #5 GONT. 8" REINF. GMU WALL - -5EE PLAN FOR VERT. d HORZ. REINF. 5PE65 SECTION I SCALE= 8/4'=I'-0' VALLEY SET OVERFRAMIN6 FASTEN EACH OVERFR TRU55 TO TRU55 BELOI WITH (1) 51MP50N VTGR ® 24" O.G. PROVIDE 50LID SHIM BETW'N TRU55 8 CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y2' FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. TYP I CAL OVERFRAM I NG CONNECTION DETAIL SCALE: N.T.S. SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EACH TRUSS. VERT WALL REINF. TO EXTEND INTO BOND BEAM MAIN ROOF 5HEATHIN6 MAIN ROOF TRU555 -F BOND -BEAM _,—,GONTIN. PRECAST HEADER 8" GMU PIER ENTIRE COLUMN TO BE 6ROUT FILLED GA5T-GRETE GA5T-GRETE WINDOW SILL, WINDOW 51LL, OR EOUIV. OR E6VIV. DOUBLE WINDOW PIER DETAIQ�A,�.�NRY PROVIDE 50LID SHIM BETW'N TRU55 8 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 SHEATHING TO FASCIA WITH 2 %"xO.113" RING SHANK NAILS ® 6" O.G. 2x6 FASCIA -5EE ARCH REINF, MASONRY LINTEL/ BEAM - - SEE PLAN FOR SPECIFICATIONS. SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS CONNECT EACH END OF MA50NRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL w/ 24" LE65 B-ETiWt&� ALL LAPS IN MASONRY 25" RUNNING BAR #5 BENT CORNER BAR GROUTED CELL TYP. CORNER PERT. HALL RE I NPORG I NG DETAIL SGALe: N% P RETROFIT DETAIL SCALE: 3/4'61'-0' SEE DETAIL I ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT 5HOWN HERE FASTEN EA. ROOF TRUSS TO GMU w/ 51MP50N M5TMI6 TWI5T STRAP. FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 V4" LON6 TITEN 5GREW5 PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF.) EACH TRU55. PROVIDE 2x FLAT BLOCKING FIT TIGHT TO ROOF TRUSSES ® EVERY OTHER BAY FASTENED TO GMU w/ (5) Y4" DIA. x 3 Y2" LON6 TAPGON5. FASTEN BLOGKIN6 TO ROOF TRUSSES w/ (2) 3 Y4"xO.131" NAILS ® EA. END. ROOF TRU5 -SEE PLAN (2)3 Y2"xO.1�. 8" GMU BOP (1) #5 BARS 8" REINF. GMU WALL - -SEE PLAN FOR VERT. 4 HORZ. REINF. 5PE65 NOTES: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). 2. PROVIDE %" DIA. HOLE FOR DOWEL, BLOW OR BRUSH GLEAN. 3. FOLLOW MANUF. INSTALLATION IN5TRUGTION5. FUTURE 8" GMU BLOCK DRILL 6" INTO EX15T'6 5LAB, EPDXY 4 DRIVE I FF I #5 DOWEL, PROVIDE MIN. 50" LAP SPLICE I M NI I I z_ �.I GRADE SHANK 2x4 FLAT BLOCKING ® 16" o.c. FASTENED TO BOND BM. w/ Y4" TAPGON (2)3 Y2"xO.131" VERT WALL REINF. TO EXTEND INTO BOND BEAM SECTION SCALE= 3/4'=I'-0' BY WINDOW/DOOR MANUFACTURER NOTES: TRU55 OVERFRAMIN6 PER PLAN SEE UPLIFT CONNECTOR 5GHEDULE ON PLANS FOR OOF TRUSSES CONNECTOR PER PLAN 5PEGIFIGATION5 _ 8" GMU BOND BEAM \ PROVIDE M015TURE UF IER ffl\ PLATE (PER TRU55 W/ (I) #5 GONT. EACH TRUSS. 8 REINF. GMU WALL -SEE PLAN FOR VERT. VERT WALL REINF. TO d HORZ. REINF. SPECS EXTEND INTO BOND BEAM 9�WETS/,�Rw I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW/DOOR, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/(6"x4" TAPCON5 6" FROM ENDS AND I6" O.G. MAX. TAPGON5 TO BE 1-Y2" MIN. FROM EDGE OF BUCK. 2. BUCKS LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EGiUIVALENT. 5TRUGTURAL CONNECTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN THI5 CASE. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X BUCKED OPENING, USE (3) ROW5 OF 3"xO.131" NAILS STAGGERED ® 12" O.G. EA. SUCCESSIVE BUCK. 4. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENIN6 IF WINDOW MANUFACTURER AND PLAN REGUIREMENT5 (FA5TENIN6) ARE MET. 5. ADDITIONAL WOOD BUGK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROW5 OF 2 y2"x0.131" NAILS ® I6" O.G. FASTEN WINDOW/DOOR TO 2X PER WINDOW/DOOR MANUFAGTURER'5 SPECS. WI NDOW/DOOR BUCK DETA I L SCALE= WS SEE TYP. FOUNDATION DETAILS FOR ADDITIONAL INFORMATION NOT 5HOWN HERE #5 VERT. BAR TO BE LOCATED PER PLAN IN GROUTED GELL ... TIA. .� III -II II -III__ —III=1 `. IIIIIIIIIIIIIII a1I— M 155ED DOWEL RETROFIT DETAIL SCALE= N% SIM. • CMJ STEM FM 17R41'I'ED 01tva LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME $ 5HALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REOU I RED ALL APPLICABLE AREA5. THESE WHERE 5PEG I F I GALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. seal %may . n: �% cQ copyright: MUL�o Structural Engineering, Inc. Z_ = W W N Z g � rn z a W J � Q = ¢ Z U �� 4 � �4 pC c W I- 0° E =a > J W G y m _ Lil c N �. M d M&K project number: 068-2001 1 project mgr: NJ M drawn by: KG K issue date: 05-2 6^20 REVISIONS: date: initial: C O Wd � J o ; i � J W W z Q � J O o�. Co h O U Y (J� C) O J J sheet: SDM2 PERMANENT ROOF TRU55 BRACING NOTES: (SINGLE FAMILY HOME OR TOWNHOUSE CONSTRUCTION, 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 0651) 'GUIDE TO 6000 PRACTICE FOR HANDLING, IN5TALLIN6, RE5TRAININ6 t BRACING OF METAL PLATE CONNECTED WOOD TRU55E5," (2008 EDITION). 2. TOP CHORD BRAGIN6: TOP CHORDS SHALL BE BRACED BY DIRECT -APPLIED PLYWOOD/056 5HEATHIN6. • IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FASTENED TOP CHORD, CONTACT MEK FOR BRAGIN6 DE516N. 3. BOTTOM CHORD BRAGIN6: a. THE BOTTOM CHORDS SHALL BE BRACED BY DIRECT -APPLIED 6.WB. GEILIN6 4, WEB MEMBER BRAGIN6: THE TRUSS MANUFACTURER SHALL INDICATE THE TRUSS MEMBERS (WEBS, VERTIGAL5) THAT REQUIRE LATERAL BRAGIN6/RE5TRAINT. a. 'T' OR 'L' BRACE: WHERE BRACING 15 REQUIRED AS INDICATED ON SHOP DRAWING, UTILIZE 'T' OR 'L' BRACES (REFERENCE BG51-133 FIGURES 83-18 t 63-I14). SHOP APPLIED REINFORCEMENT PER BG51-133 F16URE5 133-22 t DC-23 15 ACGEPTABLE. • 'T' t 'L' REINFORCIN6 MATERIAL SHALL MATCH THE 51ZE OF THE WEB/VERTICAL MEMBER. • 'L' t 'T' REINFORCING TO BE A MINIMUM OF 90% OF THE LENGTH OF THE WEB/VERTICAL MEMBER. • FA5TEN 'L' OR 'T' REINFORCIN6 TO WEB/VERTICAL W/ Ibd GUN NAIL5 (0.13lx3 I/2") AT 6' O.G. b. CONTINUOUS LATERAL BRACING ALTERNATE: WHEN THREE (3) OR MORE 51MILARLY CONFI6URED ROOF TRUSSES ALIGN, CONTINUOU5 ROW5 OF LATERAL BRAGI146 MAY BE USED IN LIEU OF THE ABOVE -NOTED 'L' OR 'T' BRACES. • CONTINUOUS ROWS OF LATERAL BRAGIN6 SHALL CONSIST OF MINIMUM 2x4. ROWS SHALL BE LAP SPLICED ONE TRU55 BEYOND IN EACH DIRECTION. SECURE BRACE TO EACH TRU55 COMPRE55ION WEB w/ (2) I6d 6UN NAILS (0.131x3 1/2'). • CONTINUOUS LATERAL BRAGIN6 SHALL BE RESTRAINED BY 12IA60NAL 13RAGIN6 (MIN. 2' THIGK NOMINAL LUMBER t MINIMUM 5PF 'STUD' GRADE MATERIAL). THI5 BRAGIN6 15 TO BE CONTINUOUS. PROVIDE ONE ROW OF PIA60NAL BRAGIN6 AT VERTICAL WEB MEMBERS OF TRU55ES CLO5E5T TO EACH GABLE END WALL t ADDITIONAL DIA60NAL5 AT 20'-0' A5 REQUIRED. DIA60NAL BRAGE NAILED TO OPP051TE PROVIDE (2) 16d NAILS 0 51DE OF WEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIRECT -APPLIED PLYW000/05B A /I ROOF 5HEATHIN67 CONTIN. LATERAL BRAGIN6 TO LAP ACROSS MIN. (I) TRU55 BAY A5 5HOWN 2x STRON6BAGK NOT REQ'D FOR STRUCTURE) DIRECT -APPLIED PLYWD/O5B V COMPRE5510N WEB (51LOPIN6 OR VERTICAL) CONTINUOUS LATERAL BRACE ALTERNATE 0 (3) OR MORE ........................ ADJACENT 51MILAR TRU55E5 (SEE INDIV. TRU55 SHOP DRAWIN65 FOR LOCATIONS) 2x STRONOBACK MAY BE INSTALLED FOR CONSTRUGTABILITY TO KEEP EVEN 5PACIN6 AT hd BOTTOM CHORD NOT REQ'D FOR STRUCTURE) DIRECT -APPLIED 616113 GEILIN6 SECTION B-B ALTMMTE HMW MF M 0) OK MORE 51ML W TRUSSES ME 6 d MED WEB MEMBER REQUIRING BRAGIN6 AS INDICATED BY TRU55 MANUFACTURER 2x 5TRON65AGK5 MAY BE INSTALLED FOR CON5TRZTABILITY TO KEEP EVEN SPACING AT BOTTOM CHORD (NOT REQ'D FOR STRUCTURE) TYPICAL TRUSS ELEVATION PERMANENT TRUSS BRAG I NCG VETA I LS 4 NOTES Was Nm DIWT APPLIM GEILIN6 LETTERED DETA I L5 ARE TYPICAL FOR NUMBERED DETA I L5 ARE PLAN TH 15 HOME $ 5HALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REQU 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: •' i J !` © copyright : MULOR01�� Structural Engmeenng,Inc. aCD Z J� W W Z N IkeCD Z w a J Q 0 W m Z = a CS y F— . � C� c to '� =� m � a Q. Z -°o 0 h m W �e y occ m Lb W c N IV 7 W project number 068-2001 1 project mgr: NJ M drawn by: KG K issue date: 05-2 6-20 REVISIONS: ■ date: initial: ■ C Z r rd W J o LL N< J lv� W w z � J 00 a�. (n < U) 0 U U Qr, co Q J J sheet: Fb�5�vw4 0