Loading...
HomeMy WebLinkAbout6857 Shelby Lynn Waya ABBREVIA'T'IONS 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 1/11 ONE ROD COND. CONDITION 1/S ONE SHELF CONT. CONTINUOUS CANT. CANTILEVER PC PRECAST CLG. CEILING PDS PULL -DOWN STAIR CM CROWN MOLDING PKT POCKET DOOR CR CHAIR RAIL PNL PANEL PLYWD PLYWOOD D DRYER PREFAB PREFABRICATED d PENNY PR PAIR DBL. DOUBLE PROJ PROJECTED DIA. DIAMETER PSI POUNDS PER SQUARE INCH DIR. DIRECTION PSF POUNDS PRE SQUARE FOOT DN DOWN P.T. PRESSURE TREATED DR DOOR DW DISH WASHER QUAD QUADRUPLE DWG DRAWING D.S. DOWNSPOUT REF REFRIGERATOR DTL DETAIL REINF REINFORCED REQ'D REQUIRED EA. EACH 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 WOOD INT. INTERIOR WWM WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB vn an I an TM compani,es 90 MATAWAN ROAD MATAWAN, NJ 07747 (732) 383-2200 ALMERA ASPIRE � ESP ELEVATION "B" 6857 SHELBY LYNN WAY ZEPHYRHILLS, FL 33542 TERMITE TREATMENT TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." LOT 014 AREA TABULATION: ELEVATION 1 ST FLR A/C TOTAL A/C ENTRY GARAGE TOTAL UR "B" 2127 SQ. FT. 2127 SQ. FT. 53 SQ. FT. 473 SQ. FT. 2653 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 CS.1 CS.2 A1.1 A2.1 A2.2 A3.1 A5.1 A5.2 WP-1 E1.1 P1.1 S-0.0 F-1.0 F-2.0 S-1.3 SD-1 SD-2 PBSB-1 COVERSHEET & BUILDING DATA GENERAL NOTES FIRST FLOOR PLAN FRONT & REAR ELEVATIONS SIDE ELEVATIONS ROOF PLAN BUILDING SECTIONS TYPICAL WALL SECTIONS WATERPROOFING DETAILkL WORK SIHAU C{`� FIRST FLOOR ELECTRICALC !. `iz � rt?' i p 6VAILINGa SLAB PENETRATION PLAT ,Tl N, HE cir �,p�Y:�tWILLS STRUCTURAL NOTES ORDINANCE SLAB PLAN BLOCK PLAN ROOF FRAMING PLAN FOUNDATION DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS REVIsvv D, CITY �,7- L4N w. NOV 10 2020 Ilk ' No 77624 � T STATE OF Al W p J F_ W WZo� wwz0 >oC¢0 LU F- �F- wp Q�WI. i = F- > J �Ercr � z � w z z cr J(n<Z W�=tea. � o 0 p=ZLLU) �I-¢zo N cz O � o Q 0 0 C?J w� 1-0 wA 0.1 x� d U) z w w mommm Ww > J I� 1L O U) met U ED w CL O R U G U) O� U IZ O aaaaa COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 6120 RELEASED:10/12/20 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 N" 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 11". HANDRAILS: HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHTS OF 4 OR MORE RISERS. HANDRAIL HEIGHT: HANDRAIL HEIGHT, MEASURED ABOVE STAIR TREAD NOSINGS, OR FINISH SURFACE OF RAMP SLOPE SHALL BE UNIFORM, NOT LESS THAN 34" AND NOT MORE THAN 38". HANDRAIL GRASPABILITY: HANDRAILS WITH A CIRCULAR CROSS-SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 1.25" AND NOT GREATER THAN 2" OR SHALL PROVIDE EQUIVALENT GRASPABILITY. IF THE HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4" AND NOT GREATER THAN 6.25" WITH A MAXIMUM CROSS-SECTION DIMENSION OF 2.25". EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 ". 1:rm10)mj1Ira) a01`181IVA HANDRAIL -GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUT INTERRUPTION BY NEWEL POSTS OR OTHER OBSTRUCTIONS. EXCEPTIONS: LHANDRAILS WITHIN DWELLING UNITS ARE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT A STAIR OR RAMP LANDING. 2. WITHIN A DWELLING UNIT, THE USE OF A VOLUTE, TURNOUT OR STARTING EASING IS ALLOWED ON THE LOWEST TREAD. 3. HANDRAIL BRACKETS OR BALUSTERS ATTACHED TO THE BOTTOM SURFACE OF THE HANDRAIL SHALL NOT BE CONSIDERED OBSTRUCTIONS TO GRASPABILITY, PROVIDED THAT THE FOLLOWING CONDITIONS ARE MET: 3.1. THEY DO NOT PROJECT HORIZ BEYOND THE SIDES OF THE HANDRAIL WITHIN 1'/2" OF THE BOTTOM OF THE HANDRAIL AND PROVIDED THAT, FOR EACH 1/2" OF ADDITIONAL HANDRAIL PERIMETER DIMENSION ABOVE 4", THE VERTICAL CLEARANCE DIMENSION OF 1V2' CAN BE REDUCED BY 1/8". 3.2. THEY HAVE EDGES WITH A RADIUS OF NOT LESS THAN .01 ". 3.3. THEY OBSTRUCT NOT IN EXCESS OF 20 PERCENT OF THE HANDRAIL LENGTH. HANDRAIL CLEARANCE: CLEAR SPACE BETWEEN A HANDRAIL AND A WALL OR OTHER SURFACE SHALL BE A MINIMUM OF 1.5". A HANDRAIL AND A WALL OR OTHER SURFACE ADJACENT TO THE HANDRAIL SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. GUARDS: SHALL BE LOCATED ALONG OPEN -SIDED WALKING SURFACES, PLATFORMS, STAIRWAYS, RAMPS AND LANDINGS THAT ARE LOCATED MORE THAN 30" MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36" HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD. OPENING LIMITATIONS: REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT WHICH ALLOW THE PASSAGE OF A 4" SPHERE. SCREEN PORCHES: PORCHES AND DECKS WHICH ARE ENCLOSED WITH INSECT SCREENING SHALL BE PROVIDED WITH GUARDS WHERE THE WALKING SURFACE IS LOCATED MORE THAN 30" ABOVE THE FLOOR OR GRADE BELOW. FIRE PROTECTION: FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL VERTICAL AND HORIZONTAL CONCEALED DRAFT OPENINGS. ASPHALT SHINGLES (IF APPLICABLE) : 1. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.2.6 AND R905.2.6.1. R506.2.3 VAPOR RETARDER: A 6-MIL POLYETHYLENE OR APPROVED VAPOR RETARDER WITH JOINTS LAPPED NOT LESS THAN 6 INCHES (152 MM) SHALL BE PLACED BETWEEN THE CONCRETE FLOOR SLAB AND THE BASE COURSE OR THE PREPARED SUBGRADE WHERE NO BASE COURSE EXISTS. EXCEPTIONS 1. GARAGES, UTILITY BUILDINGS AND OTHER UNHEATED ACCESSORY STRUCTURES. 2. FOR UNHEATED STORAGE ROOMS HAVING AN AREA OF LESS THAN 70 SQUARE FEET (6.5 M) AND CARPORTS. 3. DRIVEWAYS, WALKS, PATIOS AND OTHER FLATWORK NOT LIKELY TO BE ENCLOSED AND HEATED AT A LATER DATE. 4. WHERE APPROVED BY THE BUILDING OFFICIAL, BASED ON LOCAL SITE CONDITIONS. DRAFTSTOPPING: IN COMBUSTABLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSOPPING SHALL DIVIDE THE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR/CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: 1. CEILING IS SUSPENDED. 2. FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYP OPEN -WEB PERFORATED MEMBERS. 1. MATERIALS: DRAFTSTOPPING MATERIALS SHALL NOT BE LESS THAN 1/2" GYPSUM BOARD, 3/8" WOOD STRUCTURAL PANELS OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. DRAFTSTOPPING SHALL BE INSTALLED PARALLELL TO THE FLOOR FRAMING MEMBERS UNLESS OTHERWISE APPROVED BY THE BUILDING OFFICIAL. SEPARATION FROM GARAGE: PER SECTION R302.5, R302.6, OPENING PROTECTION 1. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID OR HONYCOMB CORE STEEL AND NOT LESS THAN 1 3/8", 20 MINUTE RATED, WITH SELF CLOSER. 2. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" TYPE "X" GYPSUM BOARD OR EQUIVALENT. CEILING CONSTRUCTION: 1. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 INCH (12.7 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 INCH (12.7 mm) GYPSUM BOARD OR EQUIVALENT. EXTERIOR FINISHES: 1. CEMENT PLASTER FINISH OVER MASONRY SHALL BE 5/8" THICK TEXTURED PER COMMUNITY STANDARDS. 2. CEMENT PLASTER FINISH OVER WOOD SUBSTRATE SHALL BE 7/8" THICK (3) COAT STUCCO OVER (2) LAYERS OF WATER RESISTANT BARRIERS IN ACCORDANCE WITH FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL, R703 AND ASTM C926. TEXTURE PER COMMUNITY FT .A CFTMrl- 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 MANUFACTURERS INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURERS INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. • IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. • IN ACCORDANCE WITH FM41AAMA 100, FMAIAAMA 200. FMAIWDMA 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 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 'IHE 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) NOV 10 2020 WRae.: G. N0 77624 STATE 0- lY Ill pJFEW 0 0 F- } > a 0 W p H w05,w ¢�WF- JU)wg p IY IY cr_ LL00� ZZZF-Z_ QJ Lu (L cc J U p 0 U =ZLL UJ 0 0 0 ft hid �r 0 cn w w w mmoml w �r cn Z G COMMUNITY: RELEASED:10/12/20 SHEET GS2 3-SIDEC ACRYLIC SURROUNC an'_n" 18'-8" 21'-4"01 Q� 4'-2" 13'-10" 01 16'-0" 5'-4" i i .35 SH 0 HI/LO R&S (53"x63" EGRESS) OWNER'S PATIO OS WIC SUITE 10'x10' 8'-8" CLG i i 8 -8 CLG " � 6'-61 �� a 13'-51 " 2 L TIN LO co _ 35 SH 6068 SGD TEMP P� i I Ze) i I m CV DROPPED XFER 18'-11" 2 SOFFIT @ 8'-0" - GRILL 51-0„ GREAT C1 rn Z-0" M 92�� ROOM `o T _ p _ 8 -8 CLG p _... s ..._ .. ,. .: � _ .._.. . .; r" 2 N > ti gD —IN ' WNE 'S T - CV - PTRYT� BATH -1 LO cD `D 8' 8" CLG A-3 17'-4" , TN 7'-0" 2-15_ 2 . - —IN I IN (h ,-IN \ N p N L T QO ?6+�� CD CD LO JI 7 - T 1 " v —tio� 12 36" HT. FLAT 3i 2' 0° M 5'_ 1 " 3'-2" COUNTERTOP [[[���I10 LL -1 DINING m �I 1�.1...// o o - °° , a R&s -- -- - -OEI AREA Ni - o oC I WC N 8'-8" CLG ' lT CL I 10'-101" " 4'-51" " 3'-51 11 5' i11 2 2 -0 2 1 -8 2 2 7'-1" 3'-2" o LO KITCHEN REF. N WATERLINE OPT ' 1" 10 -62 .:: �w 6'_01" °, REF.; cn (n ��, 2' 14" . 2 - ------9'_6" ------j _3" 01 LO W a cr. O CL i� _' L J -. TIN . T LO w T� ( 3-SIDED WC k ' co i ACRYLIC kr o SURROUND w Z a BEDROOM'"2 LAV q T m v 8'-8" CLG BEDROOM 3 ° g �- � LL BATH O T XFER 8'-8" CLG GRILL ~ Ov w U-)8'-8" CLG = = 00 a TIN CVRR HOVHALL - XFER = LNDY ASHER �. ,.. .... ,.:...,.;, ., , . ,. >.:..... . :.:.... HALL _ 8'-8" CLG GRILL AHU ON ? BOX 8'-8" CLG - RAG TIC _STAND 30 - m LOCATION 1 14F.F. - 8 I TIN 1 I ,-. (D "' EXT STE PLUS = �� '' "� 1 s� rn ... -- J:c CO w BEDROOM iD CL ;� ` CL� SIN 8'-8" CLG 2'-4" ti��� 5'_ 4'-102" X T L--- . F,.^^.'�: .:^r: ;^.ri •.v :r •. 'rr .. .. tiv r. :r w " v.t: . N WH T 10'-61 2 2'-4" 2868 SC DOOR ADD �6" OSB TO —IN W/ SELF MECH. CLOSET FOR N 31 CLOSER FIRE DRAFT STOP ?� CONCRETE 21_0" CURB "x54.5�' >. B i At i a.....,: .,, ..: U''ACCES EXT STE BOLLARD PER XFER 2" WALL BOARD ON COMMUNITY *- z PLUS BATH GRILL Y GARAGE SIDE. SPEC S ' LO a 8'-8" CLG cy�rOcc cy�cO m PROVIDE INSULATION :7 FOYER AS REQUIRED w LAV 3'-1 1 ZD 8'-8" CLG 8'-11 " 2 k. co WD 19'-9" �. Nlo ---J - 2 CAR GARAGE c-00 8'-8" CLG N -- SHELVING `5� 1/2" CEILING BOARD 8'-10" WET BAR 3'-9" '-0' 4'-4" ABOVE OPT. 24" U/C REF. CV = --------- -- O -----� , I EXT STE PLUS ENTRY I LIVING ROOM e'-8° CLG I I I 8'-8" CLG ,I 12'-8" FLAT SOFFIT @ 7' 4" 19'-4" N 16070 GARAGE DO R *25 SH , 5'-4" �WN63" EGRESS) 8'-8" 2'-4" 16'-0" 2'-4" 14'-0" 5'-4" 201_8" 40'-0" N FIRST FLOOR PLAN SCALE: 1 /4"=1'-0" LEGEND SYMBOLS A BUILDING/WALL SECTION MARKER ® INTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE VIED ELEVATION STEP BRKX FLOORING BREAK WALL TYPES 2x WOOD/STEEL FRAMED PARTITION INTERIOR PARTITION w/ INSULATION ♦••••••♦ �•••••-•r4 ' ' INSULATION SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL SOLID SURFACE BRACKETSPACED 16" O.C. FOR COUNTERTOP ((�� bVE ]MC- GS GREATER THAN 10" 3YLIC 1' 2„ MAX TOP PLATE 2x4 STUD WALL SEE PLANS FOR WALL LAYOUT = 1/2" GYP. tBASE CABINET AS ; BD. PER SHOP DWGj N WD.BASE MOLDING FINISH FLOOR SH IT F OIOR1 r-SUBFLOOR 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 B INTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. NOTE: TYP. WINDOW HEAD HGT. AT 8'-0" U.N.O. NOV 10 2020 ,,a�eeea�� No 7762,41 • it S ATE Or cc Lu 0 J cr F- W wz0� w LuZ0 > cc Q 0 W =) 0 H U)03. CC W � mLu it °tSZO ZW _jQ w�Z wa-=crLL Z OL U) F- Q Z r cf) cz' cz O � Q Q O O 0 o a a 0 O O j w LLO U) w Oct g ON" LL' z O R a W 0 U) O 4 u G Z QQaQQ COMMUNITY: PLAN # 6120 RELEASED;10/12/20 SHEET A` 91 li J- �Il�li� Wl:� i i_ .11, _ _l. I I -- - il 12 5 1'-0" TYR ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) 12 5 PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE'"? FINISH 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) I' 4. u STUCCO +1 l�t BAND +2 18" FOAM +1 PANEL SHUTTER REAR ELEVATION U [_— SCALE: 1/4"=1'-0" WINDOW BLDG. HEIGHT — — _ — _ _ — — — _ 5:12 0 4" WIDE STUCCO BAND (+1) 6" FASCIA (TYP.) T.O. MASONRY _ T.O_WINDOW _ _ FIRST FLOOR _ GRADE 12 5 ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) I I I I I I I I I, _ a I I *25 SH I I 4" WIDE STUCCO BAND (+1) FRONT ELEVATION SCALE: 1/4"=1'-0" 3 4 WIDE STUCCO BAND (+1) CO CV 6" FASCIA (TYP.) 6" WIDE STUCCO BAND (+1) I I l 1 11-011 TYP. r7=1 El 1:1 El El Ell L E1E1r71E1E]pmn MMODE]EIME] 2 NOV 10 702P ,%%,tajlllii G. F No 77824 STATE Or- o „- 4" STUCCO BAND , WINDOW DETAIL SCALE: 1 /2"=1'-0" 4" STUCC( BAND GARAGE DOOR GARAGE DOOR DETAIL SCALE: 1 /2"=1'-0" FOAM LOUVER DETAIL SCALE: 1 /2"=1'-0" W �-_cc �0°f- >o ao W f- U) 3: w apw�Q CC (L U) LU W c �u-00CD Z F— Z Z QZ cr J Q J 3: crcn 0. �2ZO(/J QQ LL O t` d� Q o ��j O �Q Q 0 0 O 0 w cn MZ 0 � O A mmo d. IQ cn w > Z� a Ow U) w U [L I 0 E U W 0 cn 0a I= Z. a a a a a COMMUNITY: LINKS @ CA SA PFU PLAN # 6120 RELEASED:10/12/20 SHEET A2. 'I 12 5:12 5 Q 1'-0" TYP. 12 5 5:12 0 RIGHT ELEVATION SCALE: 1/4"=1'-0" ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) 5:12 0 ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) 35 SH *25 SH *25 SH LEFT ELEVATION SCALE: 1/4"=1'-O" 12 5 12 5 1 '-0" TYR PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH =� ' ;• �' "' • �;':`?`,'-0 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 PIASTER 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) NOV 10 2020 No 77E24 'x `:. STATE 0' ♦ p o _ ®®o �4 0 cc 0 J F- W � o°� >owca0 WaE- cnUwW 2 LU CC — g J cn Cc cr LL00U) Z Z Z H Z ccJ Q LIJ 2 J W a 2 IY �c)a00 =ZLL(_n H Q Z Q' O� c O �Q Q m U) Nq z 0 0 4 0 a w cn w w w A Ono cn w a O 0 z Z oa 550 IZ <1 COMMUNITY; UNKS @ CALUSA PLAN # 6120 RELEASED:10/12/20 SHEET A292 � -%,rw ROOF ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 2600 SQ. FT. 1248 SQ. IN. UPPER VENT 40% NET VENT MIN. 499 SQ. IN. UPPER VENT 50% NET VENT MAX. 624 SQ. IN. UPPER VENTS REQUIRED 48" TAMCO OFF -RIDGE VENT (138 SI NET FREE) 4 VENTS NET FREE AREA UPPER ROOF VENTING 552 SQ. IN. NET FREE AREA SOFFIT VENTING 696 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SQ. IN. / LF. 106 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" NOV 1 0 2020 G. P. : No 7752=1 STAT E 0` B Ir W } _ Cc �00� } w cc<0 =)o 0 cnUWw ¢_jWF- IX J�Wg cr oC Inc 06 zZFUi J (n Q Z wam CL �c/)a0U =ZIL(1) 2 H ¢ Z Z' ^+ a Q�i O n a a O g� H 0 0 a U w O w 0 QL. cn w a 0 U) W G N O� �o Zaaaaa COMMUNITY: c PLAN # 6120 RELEASED:10/12/20 SHEET A3. 1 bo T_O.M T.O. WDV _- FIN.-FLR 1'-0" BUILDING SECTION SCALE: 1 /2"=1'-0" (22"x34") SCALE: 1/4"=1'-0" (11"x17") 12 PRE-ENG. ROOF TRUSSES (SEE 5 V' FRAMING SHEET FOR DETAILS) ROOM �, AOM,���IN�� BUILDING SECTION SCALE: 1/2"=1'-0" (22"x34") SCALE: 1/4 "=1'-0" 11 "x17") BEDROOM 2 / i Q� INSULATION PER ENERGY CALCS. T.O. WDW pl- � '-0" FIN. FLR. FOOTING PER FOUNDATION PLAN NOV 10 2029 �Geeeeooe�•,. G. F-. • No 77624 - TE Or 0= ir Lu WZO= O} H WOWCQO p Wa Q W ~ CC JU)Wg �ircrcr ZZF-w cr ga<Z Wa.=cra- �cnpOU p=Zu.u) �I—¢zp cz O a o a O O O �i r� O o w N CL U) w w a �.. A c w aL O OC U3 0 U) O 4 � o lzZaa Laaa COMMUNITY: PLAN # 6120 RELEASED: 10/12/20 SHEET AS. I ROOF SHINGLES OVER ROOF SHINGLES OVER t2 15# ROOFING FELT 12 15# ROOFING FELT SEE ROOF PRE-ENGINEERED ROOF SEE ROOF PRE-ENGINEERED ROOF PLAN TRUSSES AT TYP. 24" O.C. PLAN TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END HURRICANE STRAP EACH END OF TRUSS - REFER TO OF TRUSS - REFER TO onono. n STRUCTURAL. STRUCTURAL. TOP OF C.M.U. 4 TOP OF C.M.U. (REFER TO ELEV.) (REFER TO ELEV) I INSULATION PER COMMUNITY SPEC. SEE SSEE SEE ENERGY CALCS. 2x6 ALUM WRAPPED FASCIA - - ELEV. ELEV. BD. WALUM DRIP EDGE. 1/2" (MIN.) CLG. BD. 1/2" (MIN.) ---- SOFFIT PER SPECS 2x6 CLG. BD. ix PT DRAPE BLKG BD. W/ALUM DRIP EDGE. j" TYPE'X' GYP. BD. SEE STRUCTURAL ABOVE WINDOWS 1/2" SOFFIT PER SPECS TO BE PROVIDED PLAN G.W.B. WHEN LIVING SPACE SEE STRUCTURAL IS ABOVE GARAGE) WINDOW PER PLAN PLAN 8" CMU BLOCK W/ CEMENTITIOUS FINISH (BEYOND) GYP.BD. WINDOW SILL 1/2" GYP. BD. OVARADIANT PRECAST WIN. SILL BARRIER INSUL ATTACHED TO 1 FURRING @ 24" SLOPE GRADE AWAY EXPANSION JOINT FROM HOUSE GARAGE SLAB, „ BASE BOARD 4 SPECS AY PER COMMUNITY SEE STRUCTURAL 0'-0" PLANS " FIN. FL. SLOPE SLOPE Y FIN. FL. TYP. 1-STORY WALL SCALE: 1/2" = 1'-O" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS PROVIDE 2X4— FRAMED ENCLOSURE FOR ELECTRICAL PANEL, FINISH W/ #" 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. FOUNDATION �t --FOUNDATION PER STRUCTURAL DRAWINGS co PER STRUCTURAL DRAWINGS L17;1411u WINDOW WALL SECTION P GARAGE DOOR SCALE: 1/2" =1'-O" BOARD z 3 1/2" g cc w GARAGE a N ELECTRICAL M PANEL N i �O bo • • CURB REFER GYPSU BOARD J" GYP; BOARD NICHE FOR - ELECTRICAL PANEL & WIRING ELECTRICAL PANEL EXTERIOR- CMU BLOCK WALL CONCRETE - CURB REFER TO PLANS SLAB ON GRADE AT GARAGE FLOOR ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS 1w V-6" ELECTRICAL PANEL NICHE AT CMU BLOCK WALL T.O. M z a w a NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION INSULATION AS PER SPECS. 1/2" (MIN.) CLG. BD. PRE-ENGINEERED GABLE END ROOF TRUSS - REFER TO STRUCTURALS 7/8 STUCCO OVER LATH W/ 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. MID -WALL WEEP SCREED/ EXPANSION JOINT 2X ALUM WRAPPED FASCIA BD. W/ALUM DRIP EDGE SOFFIT AS PER SPECS. MASONRY LINTEL, SEE STRUCTURALS TYP. GABLE END DETAIL SCALE: 1/2" = V-0" 1-STORY - MASONRY WALL N0,V 10 2020 Itp61 G. �P..ti*C°E r� , • No 77624 4e STATE 0' 0= W } _ cc �00� >oWC¢O W�I— cc w CD 3: w Q p W I — a. JU)Wg :5 cr cr.cr. Z 0 W Z Z a. W � _ _ — D OW _0 QZcza Q� LL d' Q O O Q 0 0 0 .0.�..yy 0 W-j O IU) w w U w Zo w IL a cn U) IL O R U W G N O� wZaaaaa 0 COMMUNITY; PLAN # 6120 RELEAMED:10/12/20 SHEET A592 I "L" FLASHING SCALE: N.T.S. WOOD SHEATHING 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) a" 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 ggbo � N v FASCIA WRAP 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. 7" THICK, 3 COAT CEMENT PLASTER 60 MIN. GRADE D PAPER BACKED LATH BARRICADE PLUS WRB (OR APPROVED EQUAL) WRAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1-1/2" ABOVE SHINGLES ROOF/WALL SCREED 5X5 WALL FLASHING KICK -OUT FLASHING (SEE DTL. BELOW) FELT UNDERLAYMENT SHINGLE ROOFING DRIP EDGE: OVERLAP 3", EXTEND BELOW SHEATHING, MECH. FASTEN 4" O.C. MAX. KICKOUT DETAIL SCALE: N.T.S. z in STEP 1 FOLC FOLD INWARD @ PT. A STEP 3 © © \-- FOLD @ 770 FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C NOV Z 0 2020 G. •�^AAIBDB�; No 77824 /STATE OF 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 2 450 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 cr w >. _ D: ?� 0 0 1_ Wm< 0 p wa a�W�Q `J J U w cc cr zzzpw cc ga<Z w a = = a �c)000 � 2 Z U-_n �I-QZD Q, O cc ¢ o O � � H 0 Im 0 Z 0 0 to I.J 0j IL MIEN U) w a� w W � WA (LU) 'Q w IL 0 E a 0 zIg od rn EZ G QQQQQ COMMUNITY: LINK PLAN # 6120 RELEASED:10/12/20 SHEET wpw l ADD BLOCKING nIAnAIr_% ADD BLOCKING BEDROOM 3 CYT QTC DI I IQ BLOCKING CL Es CL � UNDER SINK SWITCH FOR DISPOSAL [I EXT STE 2" PVC CONDUIT PLUS BATH 2-2/0 COPPER 1-1/0 COPPER VP 3-BULB FOYER OR 2-4/0 ALUMINUM 150 AMP 42 METER 1-3/0 ALUMINUM CIRCUIT (�'� ® " MAIN uO3 CIRCUIT F ' G I G .. #4 COPPER OR ALUM. BREAKER REF. J PB FOR PVC 1/2" PVC =_-- CHIMES CONCRETE ENCASED 44" GROUNDED ELECTRODE A.F.F.0. WET BAR i ADD T BLOCKING co DATA WP WP/ '"' EXT STE PLUS ENTRY LIVING ROOM -------------- ELECTRICAL RISER DIAGRAM NOT TO SCALE LIB i ° GFI 'LL 3-13UL i ,GFI I I I 1 I L L I RANGE I I HO D I CL 20 AMP DED. iGFI qp OUTLET FOR HOOD/ KITCHEN OPT.MW GFI k I I I ADD REF. 1--CiFI---GFI BLOCKING �__ T \ 42" A. F. F BEDROOM 2 BATH D HOVHALL DISC NNECT I I ,I I 22010 t of ------�-I' I 'kEYLES_g_-j LIGHT FIX. FI LNDY r n �110v I O --J II L _U I n I I I 22 II I I L---G I—u 42" A.F.F. WH WH DISCONNECT 2 CAR GARAGE GFI PRE -WIRE FOR ELECTRICAL GARAGE DOOR PANEL ON —OPENER 2X4 WALL --- ------ 9 I GFI IRRIGATION ' TIMER I I I I I I 1 1 � I I — I I � I FIRST FLOOR ELECTRICAL PLAN SCALE: 1 /4"=1'-0" ELECTRICAL METER (V.I.F.) ELECTRICAL KEY 0 DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH J, FOUR-WAY SWITCH �} KEYLESS LIGHT FIXTURE CEILING MOUNTED LED LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE VAPOR PROOF LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN Kli EXHAUST FAN/LIGHT COMBINATION ® CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) ® COMBINATION SMOKE / CO2 DETECTOR ® SMOKE DETECTOR 14 TELEPHONE (OPTIONAL) N❑ TELEVISION (OPTIONAL) 01 ELECTRIC METER s ELECTRIC PANEL DISCONNECT SWITCH dQ JUNCTION BOX �- STANDARD ELECTRICAL LINE NOTES: 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AND ARC FAULT CIRCUIT INTERRUPTERS (AFCI) PER 2014 NEC 210.12 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR: SWITCHES ........... 42" OUTLETS.............14" ABOVE COUNTER OUTLETS ...... 46" TELEPHONE ......... 14" TELEVISION .......... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4.OUTLET AND LIGHTING RECEPTACLES FOR ALL DWELLING ROOMS, WITH THE EXCEPTION OF KITCHENS, BATHROOMS, AND GARAGES, SHALL REQUIRE AFCI PROTECTION. 5. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N.F.P.A. 70A, FLORIDA RESIDENTIAL CODE 2017, NFPA 2014 AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 6. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. 7. CIRCUIT NUMBERS ARE FOR REFERENCE ONLY. 8. LUMINAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF 2014 NEC 410.16(A) & (B) 9. RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED 10. A MIN OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS 11. GFCI DEVICES SHALL BE READILY ACCESSIBLE 12. REFER TO ENERGY CALCULATIONS FOR ADDITIONAL INFORMATION. 13. PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN COMPLIANCE WITH NEC 110.26. 14. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. 15. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE PER FBC E3901.9. IIY W } 2 CC Lu �00i- > cr 0 (AU�W Q=W� Jcow IY cc !Y o6ZZpW J ru _3 Q � Z W [L _ Erp 3Wo00 Z = Z U- W 09 c ¢ o O 09 a 0 0 0 �Ildi O � a 0 j CL U) U w La MEN" a u tn w w w CL 0 U W C U) 04 O� Z aaaa a COMMUNITY. LINKS @ CALUSA SPRINGS PLAN # 6120 RELEASED:10/12/20 SHEET E'�.`i s: SLAB PENETRATION PLAN SCALE: 1/4"=1'-0" IY LLI } 2 LLJ ?�00� wowc¢0 0 I— LLI 0 co LLI W Q _jl HQ JU)LLIw cr IY Ir off LL Z� Zw IYJQ<Z J w-2crCL �cn000 2 Z LL (n cz' ^+ .4 c cz O n O g� H 0 0 z (L 0 0 o � a c w w w Z NOUN a w U) a w a, 0 E lx 0 z Z 08 ce.z aaaaa COMMUNITY; LINKS @ CALUSA SPRINGS PLAN # 6120 RELEASED:10/12/20 SHEET P1.1 MA50NRY LINTEL A55EMBL I ES SEE 5GHEDULE AND 5PEGIFICATION5 FOR ADD'L INFO 6ROVr GROUT RE BOTTOM REINF. A. PRECAST LINTEL w/ PRECAST LINTS_ w/ E43EDDm REINr=. � I I S•18EDDW REINF. MB-1 MB-2 zm m� TOP REINF. OR CONT. CONT. BOND BEAM BOND BEAM RENF. REIW. AS REOV eROur C4z= BOTTOM REINP. A BOTTOM REINF. -- PRECAST LINTS. W PRECAST LINTEL W EMBEDDED REINF. EMBEDDED REIN. � -{--"i- . n MB-3 MB-4 MASONRY LINTEL DETAILS REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORGEMENT 43-1 8F8-OBIoT ----- ----- M5-2 8F8-IB/OT ----- (1) #5 M5-3 81=16-I5/IT (1) #5 (1) #5 M5-4 8RFI4-I5 ----- ----- APPROVED LINTEL MANUFACTURERS ARE: GAST-CRETE, QUALITY PRECAST GO., AND LOT7'5 CONCRETE. NOTE5: I. ALL LINTEL5 w/ SPANS GREATER THAN 14'-0" SHALL BE PRESTRESSED. 2. 5HORE FILLED LINTELS AS, REQURIED. 3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRESTRESSED LINTEL5. 5. ALL REINFORCEMENT SHALL BE GRADE 60, fy=60 ksl 6. ALL LINTEL5 SPECIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DESIGN. 1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW SHEET L 15T INDEX SHEET DE5GRIPTION 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 STRUCTURAL DETAILS PB5B-1 5TRUGTURAL DETAILS GENERAL STRUCTURAL NOTES FOUNDATION • DESIGN 15 BASED ON 6th EDITION (2011) FLORIDA BUILDING CODE. • FOOTING DE516N - THESE FOOTINGS HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING GAPAGITY OF 1,500 P5F. • ALL LUMBER EXP05ED TO WEATHER OR IN GONTAGT W/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALL5 TO SLAB WITHY4" DIA. x 23/4" LONG TAPGON5 o 32" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORRO51ON-RE515TANGE GOMPATIBILITY OF HARDWARE 4 FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED WOOD. GONTAGT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • CONCRETE DESIGN BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRE551VE 5TREN6TH5 IN 28 DAYS, U.N.O.: f'c = 2,500 psi:....... FOOTINC75 2,500 psi:....... 5LA65 ON GRADE (INTERIOR 4 EXTERIOR) fy = 60,000 psi ...... REBAR • ALL GONGRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTINGS SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTINGS AND 5LA65 ON GRADE SHALL BEAR ON VIRGIN 501L OR q5% COMPACTED FILL. • MINIMUM LAP 5PLIGES ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOK5 SHALL BE PROVIDED AT 0I5GONTIN0005 END OF REINF. • GROUT SHALL BE A5TM G416 F'c=3000 P51 w/ MAX Na" AGGREGATE • GONGRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 P51 (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DESIGN BASED ON AGI 550/550.1 • REINFORCED GMU GORES (AS, INDIGATED ON PLAN) SHALL El BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP 5PLIGE WITH FOOTING DOWEL. • GROUT SOLID ALL REINFORCED GMU GELL5 AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" GONT. FULL LENGTH OF WALL w/ (1) #5 BAR GONT. (TYP. ® EXT. PERIMETER) • PROVIDE (1) #5 BAR GROUTED SOLID ON EACH SIDE OF ALL MA50NRY OPENIN65 AND AT ALL WALL GORNER5. • 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. (AS, 5HOWN ON PLANS) • ROUGH OPENINC75 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB EDGES, AND OTHER LOCATIONS WHERE 5LA13 GRAGK5 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" 5LAB) • JOINT5 SHALL BE LOCATED a 12-0" O.G. (REGOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE AS, CL05E TO SQUARES AS POSSIBLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION 5PEG I � I CATI ON5 (TYP. U.N.O.) DESCRIPTION OF BLDG. ELEMENT 3"x0.131" NAILS 3"xO.120" NAILS JOIST TO SOLE PLATE (3) TOENAILS (3) TOENAIL5* 50LE PLATE TO J015T/13LK6. (3) NAILS a 4" o.c. (3) NAILS a 4" o.c. STUD TO 50LE PLATE 2 TOENAILS (3) TOENAIL5* TOP OR 50LE PLATE TO STUD 2 NAILS 3 NAILS RIM TO TOP PLATE TOENAILS a 8" o.c. TOENAILS a 6" o.c.* BLK'6. BTWN. JOISTS TO TOP PL. (5) TOENAILS (5) TOENAIL5* DOUBLE STUD NAILS 0 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE NAILS o 24" o.c. NAILS o 16" o.c. DOUBLE TOP PLATE LAP 5PLIGE q NAIL5 IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP o CORNERS 4 INTER5EGTIN6 WALL5 (2) NAILS (2) NAILS * 2Y2 "x0.113 15 AN AGGEPTABLE ALTERNATIVE TO A 3"x0.120", SAME 5PAG IN6 OR NUMBER OF NAILS. (ONLY AGGEPTABLE WHERE * ARE SHOWN) TH 15 MODEL HA5 BEEN DE516NED IN AGGORDANGE WITH THE 6th EDITION (2011) FLORIDA BU I LD I N6 GODE (SEGTI ON 160q) LATERAL DE516N REQU I REMENT5 FOR THE FOLLOWIN6 WIND 5PEED 4 EXPOSURE ONLY: 140 MPH - EXP. B WIND I MPORTANGE PAGTOR = 1.0 INTERNAL PRESSURE GOEFF I G I ENT = ENGL05ED, +/- 0.18 ANY WIND 5PEED/EXP05URE NOT L 15TED HERE REQU I RE5 FORMAL EVALUATION APPROVAL FROM MULHERN 4 KULP STRUCTURAL EN61 NEERI N6. EXTERIOR $ SHEAR YiALL SHEArTH I NG 5PEG I P I GAIT I ON5 INDIGATE5 LOCATION AND EXTENT OF 5HEARWALL WH I GH REQU I RE5 SHEATH I N6 AND/ OR FA5TENIN6 5PEGIFIGATION5 BEYOND THAT OF STANDARD GON5TRUGTION SYMBOL SHEAR PANEL 5PEG. 15/32" PLYWOOD OR 055 FASTENED W/ PI 2J/211x0.131" NAILS @ 6" o.c. ALONG PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. 15/32" PLYWOOD OR O5B FA5TENE1? w/ P3 2y2"xO.131" NAILS @ 3" o.G. ALON6 PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. STANDARD EXTERIOR WALL SHEATHING REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALL5 w/ 15/32" PLYWOOD OR 05B FASTENED w/ 22"xO.131" NAILS ® 6" O.G. AT ALL PANEL EO6E5 AND ® 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL EDGE5 SHALL OGGUR OVER FRAMING OR 2X BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL EDGE AND FA5TENIN6 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING ® 16"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER w/ 3112"x0.131" NAILS ® 16"o.c. USE (8) 3142"xO.131" NAILS ® EA. LAP SPLICE. (TYP. U.N.o) 4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENINGS. 5. SEE ARGHITEGTURAL DRAWINC75 FOR ADO'L WALL GON5TRUGTION REQUIREMENTS. 6. ALL EXTERIOR WALL5 ARE GON51DERED 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 OPENINC75 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LONG AS, THEY ARE FRAMED OUT TO PROVIDE THE SHEATHING EDGE NAILING REQUIRED AND OCCUR 16" MINIMUM FROM THE EN05 OF THE 5HEARWALL. Window i Door Allowable Wind Pre55ure5 140 MPH Wind Zone Ex o5ure B OPENING 51ZE INTERIOR ZONES END ZONES 8' Garage Door +18.5 P5F/-20.q P5F +18.5 P5F/-20.q P5F I6Garage Door +I1.1 P5F/-Iq.l P5F +I1.1 P5F/-Iq.1 P5F 10 SOFT. +21.2 P5F/-22.q P5F +21.4 P5F/-28.3 P5F 20 SOFT. +20.2 P5F/-22.0 P5F +20.2 P5F/-26.4 P5F 50 SOFT. +lq.O P5F/-20.8 P5F +lq.O P5F/-23.q P5F 100 SOFT. +18.0 P5F/-Iq.B P5F +18.0 P5F/-22.0 P5F 500 SOFT. +15.8 P5F/-I1.6 P5F +15.8 %F/-11.6 P5F (DEnd 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 TRU55 UPLIFT GONNEGTOR SCHEDULE FOR ALL ROOF TRU55 GONNEGTOR5. • ROOF SHEATHING SHALL BE 1/16" MIN. 0513/1FLYWOOD 5HEATHING 24/16, EXP05URE I. FASTEN SHEATHING TO ROOF MEMBERS w/ 2 3/8"x0.113" RING SHANK NAILS (RSR5-01 OR EQUIV) 0 6" O.G. AT PANEL EDGES 4 0 6" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END 4 DRAG TRU55E5 w/ RING SHANK NAILS a 3" O.G. (U.N.0). PROVIDE BLOCKING ALONG PANEL E067E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED EDGES. • ROOF SHEATHING FOR MAIN ROOF TRU55E5 SHALL EXTEND GONTINUOU5LY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR GLIP5 0 24" O.G. • ALL METAL HANGERS, SHALL BE SPECIFIED BY THE TRU55 MANUFAGTURER, UNLESS OTHERN15E NOTED. • ERECT AND INSTALL ROOF TRUSSES PER WTGA 4 TPI'S BG51 I "GUIDE TO GOOD PRAGTIGE FOR HANDLING, INSTALLING 4 BRINGING OF METAL PLATE CONNECTED WOOD TRU55E5." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"x0.131" NAILS 0 16" O.G. UPLIFT GONNEGTOR5 BEARING GONDITION �N TH GONNEGTOR < 15' 5I MP50N H2.5T SINGLE ROOF TRU55 BEARING ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF GIRDER TRU55 BEARING ON WOOD STUD WALL/WOOD BEAM ALL 51MP50N HT520 SINGLE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL ROOF G.T., FLUSH BEAM OR FLUSH G.T. BRG. ON GMU WALL ALL (2) 51MP50N HETAI6 ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR AS LISTED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DESIGN THE UPLIFT CONNECTORS PER 5EGTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTED WOOD TRU55 GON5TRUGTION". M4K HAS ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-10. ALL UPLIFT GONNEGTOR5 AND LOADS PER THI5 DRAWING SHALL SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT GONNEGTOR 5PEGIFIGATION5 AND LOADS 5HOWN ON THE SHOP CARDS. LEGEND • ® INTERIOR BEARING WALL • _ _ _ _ = BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL I: :::::1 EXTENT OF OVERFRAMIN6 *--- - _- _....._..INDIGATE5 I/8"xl" SAW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE SOLID BLOCKING UNDER P05T OR JAMB ABOVE. 6ENERAL STRUCTURAL NOTES • DESIGN 15 BASED ON bth EDITION (2011) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON NOS, "NATIONAL DESIGN 5PEGIFIGATION FOR WOOD GON5TRUGTION" - LATEST EDITION. • DESIGN LOADS: ROOF LIVE = 20 P5F DEAD = 1 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 STAIRS 4 DEGK5) = 30 P5F ® SLEEPING AREAS = 50 P517 @ GARAGE = 200 # POINT LOAD ® 6UARD5/HANORAIL5 = 50 P5F ® GUARD IN -FILL COMPONENTS DEAD = 10 P5F (20 P5F TOTAL @ TILE) WIND ULTIMATE WIND SPEED 4 EXPOSURE AS LISTED R15K GATEGORY II 6ENERAL FRAMING • EXTERIOR WOOD STUD BEARING WALL5 SHALL BE 2x 5PF#2 OR 5YP#2 a 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARING WALLS SHALL BE 2x 5PF OR SYP STUD' GRADE LUMBER o 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x STUD' GRADE MEMBERS 5PAGED 0 16" O.G. (MAX). • ALL NON -BEARING INTERIOR STUD WALLS SHALL BE GON5TRUGTEO WITH 2x 'STUD' GRADE MEMBERS 5PAGED o 24" O.G. (MAX). • ALL HEADER5 SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x KING STUD, MINIMUM. - THE NUMBER OF 5TUD5 SPECIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK STUDS REQUIRED, U.N.O.. • ALL HEADERS, BEAM5 4 OTHER 5TRUGTURAL MEM13ER5 SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FAGE NAIL MULTI -PLY 2x BEAMS 4 HEADER5 W/ 3-ROW5 OF 3"x0.131" NAILS o 12" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES 3-PLY OR MORE GONOITION5. UTILIZE 2 ROW5 OF NAILS FOR 2x6 $ 2x8 MEMBERS. • FAGE NAIL BUILT UP 2x P05T5 W/ 3"x0.131" NAILS ® 16" O.G. STAGGERED. APPLY NAILING FROM BOTH FAGE5 o 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL GONNEGTION5 (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALL5 w/ 1/I6" 055 FASTENED w/ 2Y2"x0.131" NAILS @ 6" O.G. ® EDGES 4 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOCKING AT ALL UNSUPPORTED PANEL EDGES. TYPIGAL U.N.O. ON THE PLANS. • PROVIDE SOLID BLOCKING IN FLOOR SYSTEM UNDER ALL POSTS GONTINUOU5 TO FOUNDATION/13EARIN6. • ENGINEERED LUMBER TO MEET OR EXGEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10^b psi • LVL - Fb=2600 p51; Fv=285 psi; E=2.OXIOA6 psi . FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OF 3"x0.131" NAILS a 8" O/G OR 2 ROWS Y4"x3Y2" 51MP50N 505 5GREW5 (OR 5Y2" TRU55LOK 5GREW5) a 16" 0/6. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES FOR 3-PLY GONDITION. LOCATE TOP 4 BOTTOM NAIL5/56REW5 2" FROM EDGE. 50LID 3 Y2" OR 5 Y4" BEAM5 ARE AGGEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OFY4"xb" 51MP50N 505 5GREW5 (OR (b 3/4" TRU55LOK 56REW5) o 16" O/G. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES (ONE SIDE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. A SOLID 1" BEAM 15 AGGEPTABLE. • ALL INTERIOR WALL 5TU05 IN CONTACT w/ GMU WALL5 SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LONG TAPGON5 0 24" O.G. FLOOR FRAMING • I-JOI5T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR EXGEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HANGERS SHALL BE SPECIFIED BY I -JOIST /TRUSS MANUFACTURER, UNLE55 OTHERN15E NOTED. • I-JOI5T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • FLOOR SHEATHING SHALL BE 23/32" CONFORMING TO P52-04, 24" O.G., EXPOSURE I, TONGUE AND GROOVE EDGES, FASTEN SHEATHING TO FRAMING MEMBERS W/ GLUE AND 3"0.131" NAILS 6" O.G. AT PANEL E06E5 4 12" O.G. AT INTERMEDIATE SUPPORTS. TYPIGAL STAIR G0145TRUGTION NOTE5 • (3) 51N6LE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR LANDING, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM w/ (1) 51MP50N A35 CLIP AT EACH STRINGER. • FASTEN 2x6 P.T. PLATE TO GONGRETE 5LA13 w/ (5) 3/16" DIA. x 3 Y2" LONG TAPGON5. • FASTEN END 5TRIN6ER5 TO ADJACENT WALL5 w/ (2) 3"x0.131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE 3/4" FLOOR DECKING ON RI5ER5 AND I" FLOOR DECKING ON TREADS. • SEE STAIR FRAMING SECTION FOR MORE INFO. sealNOV 10 : No 1, *: �776��4 - STATE or © coPYd9ht' WN;k CGt 2t�ering, Inc, CL z z J= w w Z C CD Z rn w a J v Z= �� C� W� CIO �� _j °° E Jz o W � Y o y W M _ CV CC c� a IV IV M&K project number: 068-2001 1 project mgr: ,J S B drawn by: M J`[" issue date: 10-12-20 REVISIONS: date: initial: C Q 0 O � 0 w � z Q Z O � CL � d � ~ U F. Y U) � Z 0 J sheet: SM0.0 401_011 L G�ND l o%% ' 8 _61 10'-0" 21'-4" • ® INTERIOR BEARIN6 WALL : No 2 • _ _ _ BEARIN6 WALL ABOVE STATE OF %:�..°. 5D—I UNIT • BEAM / HEADER E .� PATIO 5LAB: • ` LOGATION AND EXTENT OF 5HEARWALL ©copyright : Ml}� 3 Y2" GONG. 5LAB ON — • • • • r-_ _ _ structural ngmeering, Inc. 6RADE (2500 P51 _---------------- . �: :I EXTENT OF o MIN) W/ 6x6-WI.4xNI.4 MESH OR FIBER MESH �` I I I — INDICATES I/8"xl" SAW GUT CONTROL JOINT �J °,��, ON 615% GOMPAGTED 1 I I I = z o FILL OR VIR61N SOIL. q �D_ I INDIGATE5 LOCATION OF REINFORGED GMU GORE rn SD -I 5D-I 3 Y2" STEP I (5EE NOTES) J L METAL HANGER z J + 1100 I I MM INDIGATE5 P05T ABOVE. PROVIDE 50LID CD Q = E c J BLOGKIN6 UNDER P05T OR JAMB ABOVE. a I REFER TO 5-0.0 FOR TYPIGAL W�m E 5TRUGTURAL NOTE5 5GHEDULE5 = a Q I M. 5.6.D. REGE55 PER I I _ W • MANUFAGTURER5 e S IN5TRUGTION I fA � W 0° CCM I L1 C5 I I I I I M&K project number: I I I I I N 068.2001 1 project mgr: J S B • I ! I drawn by: MJT I NOTE: REFER TO BLOCK I I PLAN FOR ALL DOWEL issue date: 10-12-20 I LOCATION DIMEN510N5. I REVISIONS: date: initial: ' I •I I I I __ _ _..__._. _._...._ ........... __ ... _... _--- _ _._ _..._._ ....____._.... __..__ __ ._ .... _ _..____.. _..__ . _ __.- _- 2 I I 2 I �CU • I I � �Cj 20'-0" 20'-0" • I I r -------3Y2"STEP-- ------� 4 4 Q • I p 3 Yen 5TEP GARAGE 5LAB: I OO sm 3 Y2" GONG. 5LAB ON 6RADE (2500 P51 MIN.) W/ (bx6-WI.4xNI.4 I LL 5D-I I MESH OR FIBER MESH OVER 6 I ►--� MIL. POLY ON q5� GOMPAGTED I W U) r — — —3 Y2" 5TEP FILL OR VIRC21N 501L. Z . .... ...... o ' � a � LO I I I _1 � d •I � I I - I w U LU U) I I 5 I ,� � I-, --- ---- J —------- --------� 5D- I !J j n �J1 0 Z a J r% r% r% 2 3 1 LAB PLAN sheet: SD -I 5D-I 5D-I 14 -0 I 5II -4 20I -8II ��- � �� I SCALE: 1/4 -I -0(2244 SHEET) SCALE: 1/6"=1'-0" (110 SHEET) FoA 0'-0" • 0 I 0 r— <t- _I 0 I T— C) T- I 7 v- Is m I yy//�� 18'-81' 211-411 41-211 41 5-2" ( 1_211 5I_�J 11 5I-6111 ij 1 C/11 �1_411 rf vl `r 51-411 31-211 51_611 21_411 I/ I_011 21_411 do 14f_01I 51_411 201-a II 401_011 1 w N I r— r-- r— BLOCK PLAN SCALE: 1/4"=1'-0" (2244 SHEET) SCALE: 1/6"=1'-0" (110 SHEET) LEGEND • ® INTERIOR BEARING WALL • = = = = = BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARNALL 177-7-7-7-71 I::::. * : * . I EXTENT OF OVERFRAMING L'-'- -'J �- -- - INDIGATE5 I/8"xI" 5AW GUT GONTROL JOINT INDIGATE5 LOGATION OF REINFORGED GMU GORE El (5EE NOTE5) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKING UNDER P05T OR JAMB ABOVE. MASONRY LINTEL DETA I L5 REINFORCEMENT MARK DESIGNATION TOP BOTTOM SHEAR REINFORCEMENT M3-1 8F8-0B/0T ----- ----- MB-2 8F8-IB/OT ---- (1) #5 MB-3 BFIb-IB/IT (1) #5 (1) #5 145-4 SRF14-I5 ----- ---- APPROVED LINTEL MANUFACTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'5 GONGRETE. NOTE5: I. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-0" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REQURIED. 3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORCEMENT 5HALL BE GRADE bO, fy=60 ksl b. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTEL5 ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW MA50NRY LINTEL A55EMBL I E5 5EE 5GHEDULE AND 5PEGIFIGATION5 FOR ADVL INFO GROUT GROUT BOTTOM REIN. EPRECAST LINTEL w/ PRECAST LIME. w/ EMBEDDED REINP. � � EMBEDDED REINP. MB-1--11 MB-2 m� TOP REW OR GOM. CONT. BOND BEAM BOND BEAM F39W. FEW. AS REGV 6ROUT 61ROUT BOTTOM REBOTTOM REW IN. • --- PRECAST LINTEL W PRECAST LINTEL w/ t B WDED REINP. EMBEDDED REW iv MB-5 MB-4 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES $ SCHEDULES seal: NOV 10 2020 J ® No STATE 01 © Yr `. HER N & KULP s `> �''Strudural Engineering,16c. ®t i CD Z JLU w Z � CD Z r- w J CL � Q Z= Q� U , 4 Y cUJ �j °° E _J z a) CD o W H y W m © N � M d M&K project number: 068-2001 1 project mgr: J S B drawn by: MJT issue date: 1 0-1 2-20 REVISIONS: date: initial: sheet: Q 0 J LL. J W [] Z 0. Q OC Q LLi U 2 F- a 0..� r Y Z J J Fw2.0 O Q O LU H IU O LEGEND • ® INTERIOR BEARING HALL • _ _ _ _ = BEARING HALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARHALL I: :I EXTENT OF OVERFRAMING •- - - --INDICATES I/8"xl" 5AH GUT CONTROL JOINT INDICATE5 LOCATION OF REINFORCED GMU GORE ED (5EE NOTES) J L METAL HANGER INDICATE5 P05T ABOVE. PROVIDE 50LID BLOCKING UNDER P05T OR JAMB ABOVE. ROOD SRAM I NG PLAN SCALE: 1/4"=1'-0" (22x34 SHEI SCALE: 1/6"=1'-0" (IlxI1 SHEET) ROOF FRAMING • 5EE ROOF TRU55 UPLIFT CONNECTOR 5GHEDULE FOR ALL ROOF TRU55 GONNEGTOR5. • ROOF SHEATHING SHALL BE 7/I6" MIN. 055/PLYWOOD SHEATHING 24/16, EXP05URE I. FASTEN SHEATHING TO ROOF MEMBERS w/ 2 3/b"xO.113" RING SHANK NAILS (R5R5-01 OR EQUIV) ® 6" O.G. AT PANEL E96E5 4 ® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRAG TRU55E5 w/ RING SHANK NAIL5 ® 3" O.G. (U.N.O.). PROVIDE BLOCKING ALONG PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" 5TYLE GLIP5 ALONG UN5UPPORTED EDGES. • ROOF 5HEATHING FOR MAIN ROOF TRU55E5 SHALL EXTEND GONTINUOU5LY UNDER ALL OVERFRAMING. • TRU55 ALL VALLEY 5ET5. FASTEN EAGH TO TRU55 BELOW W 51MP50N VTGR GLIP5 ® 24" O.G. • ALL METAL HANGERS 5HALL BE 5PEGIFIED BY THE TRU55 MANUFACTURER, UNLE-55 OTHERN15E NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER HTGA d TPI'S BG51 I GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6 $ BRACING OF METAL PLATE CONNECTED HOOD TRU55E5." • ROOF TRU55 SHOP DH65. 5HALL BE SUBMITTED TO ARCH $ ENG. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • 5UPPORT PORCH It SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"xO.131" NAIL5 ® 16" O.G. UPL I fT CONNECTORS BEARING CONDITION LENGTH CONNECTOR < 15' 51MP50N H2.5T 51N6LE ROOF TRU55 BEARING ON > 15' 51MP5ON HIOA WOOD STUD HALL/NOOD BEAM ROOF GIRDER TRU55 BEARING ON ALL 51MP5ON HT520 WOOD STUD WALL/WOOD BEAM 51N6LE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL ROOF G.T., FLU5H BEAM OR ALL (2) SIMPSON HETAI6 FLUSH G.T. BRG. ON GMU WALL ALL BEARING POINTS OF EACH ROOF TRU55 5HALL BE CONNECTED WITH CONNECTOR A5 L15TED ABOVE. IT 15 THE RE5PON5113ILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N 5TANDARD5 FOR METAL PLATE CONNECTED WOOD TRU55 GON5TRUGTION". MW HA5 ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN AGGORDANGE WITH THE REQUIREMENT5 OF A5GE-1-10. ALL UPLIFT GONNEGTOR5 AND LOADS PER THIS DRAWING 5HALL 5UPER5EDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR 5PEGIFICATION5 AND LOAD5 5HOHN ON THE SHOP GARD5. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES SCHEDULES seev 1001. tUN AaennPc;_ e v N 7 u<< STATE Cf7 © cop,- ,P6 & KLo �o;tNdel Engineering; Inc. 0 c0 z _J LU W LLJ z CD z �w J Q ZF- U W� J JH z W CO) W 7 M&K project number: 068-200 1 1 project mgr: J S B drawn by: MJT issue date: `[ 0. `j 2.20 REVISIONS: date: initial: sheet: Sm 1.3 FILLED CELL5�� �► (5EE PLAN) TOP \/IEA GONG. OR PAVER—6ARA6E WALL DRIVEWAY BEYOND GARAGE 5LAB m �4" L (5EE PLAN) I6"x8" THICKEN EDGE W/ (2) #5 GONT. THICKENED EDGE @ GA RAGE DOOR DETAIL W&M IWIS 8" GMU BLOCK (1) #5 VERT. FROM FT6. - TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 5OLID z O GRADE —I i 8" WIDE GONT. GONG. CURB GARAGE 5LAB F(5EE PLAN) ° III=T°I=1 III —I —I I- ° ° ° Iliiillliilllliiilll= #5 DOWEL W/ 6" HOOK AT _ _ ALL VERT. KALL REINF. 311=11=- III-11 (5EE PLANS FOR LOCATION) 11=111=III=11I—I GLEAN COMPACTED 1= FILL o q5% I'-O" MONOLITHIC FOUNDATION STANDARD DENSITY MIN. W (2) #5 GONT. ON GHAIR5 WHERE 2ND STORY WALL OCCURS DIRECTLY ABOVE THE 8" GMU WALL 5HOWN, FT6. SHALL BE 1'-4" WIDE W (2) #5 BARS GA�t6E CURB DETAIL � 8" GMU (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID Zd ° _ d 1�1= co o 116RA1---MI I— o I I III ° — I- R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOU5E 5LAB (5EE PLAN) {I) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. (5EE PLANS FOR LOCATION) GLEAN GOMPAGTED-1 M FILL o q5% MONOLITHIC FOUNDATION 5TANDARD DENSITY 1�-O:: VV/ (2) #5 GONT. ON GHAIR5 MIN. WHERE 2ND STORY WALL OGGUR5 DIRECTLY ABOVE THE 8" GMU WALL 5HOWN, FT6. SHALL BE 1'4' WIDE W (2) #5 BARS FOOTING SECTION W/ BLOCK DETAIL WAU: RM 8 GMU BLOCK R4.1 FI-FOIL OR EQUAL BEYOND OVER %" FURR 5TRIP5 EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD f�E 5LAB 5ET IN SEALANT (5EE PLAN) PAVERS (5EE PLANS) ° II1=1I1=1I1=1I1= I I-1 I=111-I 1 I �' -1�1-1�1-cx 1-I�1 ° 1�1=1I1-1I1=1�1- 1 11=1 11=1 I° I -I I I -I I -I 1I- III- I -I I II1=1I1=1I1= II I III III " II''MONOLITHIC GLEAN GOMPAGTED " I I —I I __1 I' FOUNDATION W/ (2) #5 FILL o q5% STANDARD 1'-O" GONT. ON GHAIR5 DENSITY AND TERMITE MIN. TREATED WHERE 2ND STORY WALL OGGUR5 DIRECTLY ABOVE THE 8" GMU WALL SHOWN, FT6. SHALL BE 1'4' WIDE W (2) #5 BARS 6 ENTRY DOOR DET,41 L PATIO/PORGH/LANAI 5LAB (5EE PLAN) 8"x8" THIGKENED - 5LAB W/ (1) #5 GONT. (DTHICKENE17 EDGE DETAIL WAa: WS 8" GMU BLOCK (1) #5 VERT. FROM FT6. 1 BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID PORGH/PATIO/LANAI 5LA13 OR PAVER5 (5EE PLAN) Oz I 1II-I� `t EXP JOINT 4 v m R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER 13 (5EE PLAN) I=1 TI�U #5 DOWEL W/ 6" HOOK AT III=1 11- ALL VERT. WALL REINF. III=I 1=1 1=1 I III= (5EE PLANS FOR LOCATION) -1 1I III—III—i I_I , I I GLEAN COMPACTED-i- 1- FILL o q5% MONOLITHIC FOUNDATION STANDARD DENSITY I-W/ (2) #5 GONT. ON MIN. GHAIR5 WHERE 2ND 5TORY WALL OCCURS DIRECTLY ABOVE THE 8" GNU WALL 5HOWN, FT6. SHALL BE 1'-4' WIDE W (2) #5 BAR5 EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL WAU: N% Y2" GYP. BD. EA. 51DE OF 2x4'S o 16" O.G. Y2" J-BOLTS 6" FROM EA. y END OF WALL AND 5PAGE o 32" D.G. 2" (6" MIN. EMBED) 5TUD PLATE TIES PER } PT BOT. PLAN o 5TUD TOP 8 PLT. BOT. d ° O .d d • ° d (2) #5'S GONT. W/ -/ 8" 8" 3" MIN. GI EAR UPLIFT GONNEGTOR5 SUGH A5 STUD PLATE TIE5, HURRICANE GLIP5, AND ANCHOR BOLTS ARE NOT REQUIRED ON KALL5 NOT SUBJEGT TO A GALGULATED NET UPLIFT FORGE. KALL KHIGH REQUIRE 5UGH HARDWARE KILL BE 5PEGIFIGALLY NOTED ON PLAN. GA RAGE STEP DOAN DETAIL WAU: W6 FOUNDATION r• 6ROUT CELL50LID at R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR 5TRIP5 -PER BUILDER HOUSE 5LAB (SEE PLAN) �� 10 2�OZ�YsG. en��a. * � N ;r4 - STATE OF © copy ?jql )!ERN & KULP ' '4t Etirktnaineeriria.Inc. oco z JLU w w Z_ o C-0 rn z w J ca.. Q Z= Q� U Ix =D may. a r. CC v3 j =_j a °° E JZ Q♦ �� W y Y g y W m C N M&K project number; 068-2001 1 project mgr: J S B drawn by: MJT issue date: `[ 0. `[ 2-2 0 REVISIONS: date: initial: -III- - PVG GHA5E SLEEVE TO BE rn ' 1 I-1 I 1—III-_ ' I I III I„111 —III—I TKIGE THE DIAMETER OF I =1 I I �oTEGTEv PIPE .0.) ,� I I -I 11=1 I I GLEAN GOMPAGTED FILL q5% 111111 11111 MONOLITHIC FOUNDATION Cz Q, o STANDARD DENSITY I K/ (2) #5 GONT. ON GHAIR5 C MINN . O WHERE 2ND STORY WALL OGGUR5 DIRECTLY ABOVE THE 8" GMU WALL 5HOWN, FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BARS DETAIL)H� d O a io 0 8" GMU BLOCK �..� BEYOND R4.1 FI-FOIL OR EQUAL ~ LL EXTERIOR DOOR OVER 3/4" FURR 5TRIP5 j,T W MTL. THRE5HOLD -PER BUILDER �-: W 5ET IN 5EALANT HOU5E 5LAB � � j n (5EE PLAN) ''`"' ICI z PORGH/PATIO/LANAI Q O 5LAB OR PAVER5 a (5EE PLAN5) d PER MANUF. III=1 I=1 I I= 0 III—III—III--1 �' =1 11=111= d =III III —I 1=11—III_ I� III —I I ° I I —III —III —III- � =1 11= Q —I II ° III-111-11 I- �' �""' j W II II III=III—III III— MONOLITHIC GLEAN COMPACTED I =1 = FOUNDATION W/ (2) #5 ZT FILL A q5% 5TANDARD I'-O" GONT. ON GHAIR5 �--I �r- DEN5ITY AND TERMITE I MIN. 1 0 TREATED WHERE 2ND STORY WALL O OCCURS DIRECTLY ABOVE THE U. j j 8" GMU WALL 5140WN, FT6. SHALL BE 1'-4" WIDE W (2) #5 BARS sheet: EXTERIOR OUTSWI NG 4 SGD POURED SILLS DETAIL WALL: N% SDml FASTEN ROOF 5HEATHIN6 TO FA5GIA WITH 2 9/8"x0.113" RING SHANK NAILS ® 6" O.G. —� w z� �n 2x6 FA5GIA -5EE ARCH 8" GMU BOND BEAM W/ (1) #5 GONT. 8 REINF. GMU WALL- -5EE PLAN FOR VERT. HORZ. REINF. 5PEG5 ROOF TRU5 -5EE PLAN (2)3 Y2"xO.131" 8" GMU BONE (1) #5 BARS C 8 REINF. GM -5EE PLAN F $ HORZ. REINF. 5PEG5 PROVIDE SOLID SHIM BETW'N TRU55 4 GONNEGTOR IF TRU55 LOGATED LE55 THAN I Y2' FROM GONNEGTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT GONNEGTOR, REFER TO TYPIGAL RETROFIT DETAIL P. 5EE UPLIFT GONNEGTOR 5GHEDULE ON PLANS FOR i GONNEGTOR 5PEGIFIGATION5 PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EAGH TRUSS. VERT WALL REINF. TO EXTEND INTO BOND BEAM 0-1v5=ECTION SCALE: 8/4'=1'-0" 7 SHANK 2x4 FLAT BLOGKIN6 ® I6" 0.6. FASTENED TO BOND BM. w/ Y4" TAPGON (2)3 V2" x0.151 " VERT WALL REINF. TO EXTEND INTO BOND BEAM SECTION SCALE: S/4'=1'-0" BOND -BEAM — -.��GONTIN. PREGA5T HEADER----' 8" GMU PIER ENTIRE GOLUMN TO BE GROUT FILLED GA5T-GRETE GA5T-GRETE WINDOW SILL, WINDOW SILL, OR EQUIV. OR EGUIV. DOUBLE AINDOW MUD NRY PIER DET,�IL L SCALE: NT5 TRIPLE WINDOW SIM. 2x4 CATS ® 16"o.c. FASTENED TO GABLE END FASTEN SHEATHING TO 2x4— x4 2x4 BLOGKIN6 w/ TRU55 w/ (2)3"x0.131" BLOGKIN6 w/ 2 %"xO.113" (3)3Y4"xO.I31" TOENAILS. RING SHANK NAILS ® 4"O.G. TOENAILS EAGH END xx= x = 12�M�X 2-0" MIN GABLE END VERTIGAL WEB REINFORGIN6 A5 REGURIED ROOF 5HT6 (4) 3Y4"x0.131" BY TRU55 MANUF. I SHALL BE NAILS 2x8 P.T. PLATE FASTENED GONT. 24" MIN TO BOND BM. W/Y2" DIA. ONTO ROOF ANGHOR BOLTS ® 32" O.G. WITH -I" (MIN) EMBEDMENT. EXTERIOR 5HEATHING EDGE Y2 NAILING - 2 'xO.131" NAILS ® b"O.G. FASTEN E30TTOM CHORD OF TRU55 TO P.T. SILL PLATE w/ Y4° DIA. xV'2" LONG 505 5GREW5 ® 16" o.c. PROVIDE MOISTURE 2x4 BRACE w/2x4 T-BRACE, 5PAGED ®4 -O O.G. MAX. PROVIDE 2x4 BLOCKING ®4� BARRIER PLATE BELOW FASTEN 2x4 TO''T' w/ 3Y4"x0.131„ O.G. IN FIRST (3) BAYS OF WOOD MEMBERS ON GMU NAILS ® 12" O.G. ROOF TRU55E5-GUT TO FIT (PER TRU55 MANUF) (NOT REC�'D AT TRU55 HEIGHTS TIGHT BETWEEN TRU55 BOTTOt GHORD5 AND NOTGH AROUND „ 8 GMU BOND BEAM w/ 4'-I" OR SHORTER) SILL PLATE (I) #5 BAR GONT. FASTEN DRYWALL TO 8" REINF. GMU WALL VERT WALL REINF. TO BLOGKIN6 w/ 5GREW5 /NAILS ®6"O.G. -5EE PLAN FOR VERT. EXTEND INTO BOND BEAM 4 HORZ. REINF. 5PEG5 SECTION 2 SCALE: S/4p-I=-0 VALLEY SET OVERFRAMING FASTEN EAGH OVERFR TRU55 TO TRU55 BELO, WITH (1) 51MP50N VTGR ® 24" O.G. TYP I CAL OVERFRAM I NCG CONNECTION DETAIL SCALE: N.T.5, p RETROFIT DETA I L MAIN ROOF 5HEATHING MAIN ROOF TRU555 SEE DETAIL I ON 5TRUGTURAL PLANS FOR ADDITIONAL GONNEGTION INFO NOT SHOWN HERE FASTEN EA. ROOF TRU55 TO GMU w/ SIMPSON M5TMI6 TWI5T STRAP. FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 Y4" LONG TITEN 5GREW5 PROVIDE MOISTURE BARRIER PLATE (PER TRUSS MANUF.) EAGH TRUSS. PROVIDE 2x FLAT BLOGKING FIT TIGHT TO ROOF TRUSSES ® EVERY OTHER BAY FASTENED TO GMU w/ (3) Y4" DIA. x 3 Y2' LONG TAPGON5. FASTEN BLOCKING TO ROOF TRUSSES w/ (2) 3 Y4"x0.131" NAILS ®EA. END. PROVIDE SOLID SHIM BETW'N TRU55 4 GONNEGTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM GONNEGTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT GONNEGTOR, REFER TO TYPIGAL RETROFIT DETAIL P. FASTEN ROOF 5HEATHIN6 TO FA5GIA WITH 2 %"xO.113" RING SHANK NAILS ® 6" O.G. 2x6 FA5GIA -5EE ARGH REINF. MASONRY LINTEL/ BEAM - - SEE PLAN FOR 5PEGIFIGATION5. SE�Ts/i N 3 SCALE1= /gyp ALL LAPS IN MASONRY 25" RUNNING BAR #5 BENT GORNER BAR GROUTED GELL T`I'P. CORNER PERT. WALL RE I NPORC I NCG DETAIL SCALE: NM NOTES: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). 2. PROVIDE 1/4" DIA. HOLE FOR DOWEL, BLOW OR BRUSH GLEAN. 3. FOLLOW MANUF. INSTALLATION IN5TRUGTION5. FUTURE 8" GMU BLOCK DRILL 6" INTO EXI5T'G\\1 I I� SLAB, EPDXY 4 DRIVE #5 DOWEL, PROVIDE MIN. 30" LAP 5PLIGE I \I I SEE TYP. FOUNDATION DETAILS FOR ADDITIONAL INFORMATION NOT SHOWN HERE #5 VERT. BAR TO BE LOCATED PER PLAN IN GROUTED GELL O z 9 ` `z GRADE -1 I I—III—i I —III '° I —I I I— . I ' =1 I I —III —III —I I I a I—III—III Q �1 11=1 I —III I I I=1 1=1 —III—III—III a I—III—III: -III-1I it 70 III-1I1- M 155ED DOWEL RETRO� I T DETAIL SCALE: NM SIM. • GMU STEM FM DROPPED 6RADE SEE UPLIFT GONNEGTOR 5GHEDULE ON PLANS FOR GONNEGTOR 5PEGIFIGATION5 GONNEGT EAGH END OF MASONRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL w/ 24" LE65 PROVIDE SOLID SHIM BETW'N TRU55 8 GONNEGTOR IF TRU55 LOGATED LE55 THAN 1 Y2' FROM GONNEGTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT GONNEGTOR, REFER TO TYPIGAL RETROFIT DETAIL P. 2x FA5GIA -SEE ARCH FASTEN EXTERIOR 5HEATHIN6 TO BLOCKING IN EA. TRU55 BAY w/ 2 NAILS ® 6" O.G. FASTEN EA. 2x4 BLOGKIN6 IN EA. TRU55 BAY TO BOND BM. w/(4) HILTI DNI12P8 PAF'5 FASTEN EXTERIOR SHEATHING TO 2x BLOGKIN6 w/ 2 Y2'xO.131" NAILe ® 3"O.G. 8" GMU BOND BEAM w/ (1) #5 BARS GONT. 8" REINF. GMU WALL - -5EE PLAN FOR VERT. t HORZ. REINF. 5PEG5 BY WINDOW/DOOR MANUFAGTURER SECTION SCALE= 3/4"=I'-0' NOTES: TRU55E5 PLAN T GONNEGTOR 5GHEDULE WALL REINF. (TEND INTO BEAM 1. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FAGE OF WINOOW/DOOR, FASTEN BUCK TO MASONRY W/ (1) ROW OF V'X4" TAPGON5 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 FASTENED W/ GUT NAILS CAR EQUIVALENT. 5TRUGTURAL GONNEGTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN THI5 GA5E. 3. ADDITIONAL 2X WOOD BUGK MATERIAL MAY BE ADDED TO EXISTING 2X BUGKED OPENING, USE (3) ROW5 OF 3"xO.131" NAILS 5TA6,6ERED ® 12" O.G. EA. 9UGGE551VE BUGK. 4. MIXING OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFAGTURER AND PLAN REOUIREMENT5 (FA5TENIN6) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUGK W/ (2) ROW5 OF 242"x0.131" NAILS ® 16" O.G. FASTEN WINDOW/DOOR TO 2X PER WINDOW/DOOR MANUFAGTURER'5 5PEG5. ('W�)'%�AINPOKPOOR BUCK DETAIL SCALE: NM LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN TH 15 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 TI-E PLANS. seal; Nov 0 2020 �ap1AFE��_ G. 0 •N 0 77624 yt © .—hl - MU I ATAULP r qurA Engineering, Inc. ,G9 co C JLU w w Z c z w a J d Z= F— & U -.4. �- cc -ig :a a� W cn .5 JZ :g CA M :h W O N w1C CY) ci M&K project number: 068-200 1 1 project mgr; J S B drawn by: MJT issue date: `I 0-12-20 REVISIONS: date: initial: sheet: d 0 a 0 J LL J N Q z a Q J Lt 1 U 'Q z O., p J J SDW2 _1 S�e f- j. .1