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HomeMy WebLinkAbout6938 Shelby Lynn WayABBREVIATIONS AB ANCHOR BOLT MAS MASONRY A.F.F. ABOVE FINISH FLOOR MAT MATERIAL ADJ. ADJUSTABLE MAX MAXIMUM ALUM. ALUMINUM MC MEDICINE CABINET ANCH ANCHOR MECH MECHANICAL 4 ANGLE MIN MINIMUM @ AT MIR MIRROR ML MICRO LAM BD. BOARD M.O. MASONRY OPENING BF BI-FOLD MTL METAL BLDG. BUILDING BM. BEAM N.I.C. NOT IN CONTRACT BLKG BLOCKING (NTS) NOT TO SCALE B.O. BOTTOM OF B.P. BI-PASS DOOR OBS OBSCURED BRG. BEARING O.C. ON CENTER BRK. BRICK OHGD OVERHEAD GARAGE MOOR OPER OPERATOR C.J. CONTROL JOINT OPNG OPENING q CENTER LINE OPT OPTIONAL CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD COL. COLUMN OZ OUNCE CONC. CONCRETE 1/R ONE ROD COND. CONDITION 1/S ONE SHELF CONT. CONTINUOUS CANT, CANTILEVER PC PRECAST CLG. CEILING PDS PULL -DOWN STAIR CM CROWN MOLDING PKT POCKET DOOR CR CHAIR RAIL PNL PANEL PLYWD PLYWOOD D DRYER PREFAB PREFABRICATED d PENNY PR PAIR DBL. DOUBLE PROJ PROJECTED DIA. DIAMETER PSI POUNDS PER SQUARE INCH DIR. DIRECTION PSF POUNDS PRE SQUARE FOOT DN DOWN P.T. PRESSURE TREATED DR DOOR DW DISH WASHER QUAD QUADRUPLE DWG DRAWING D.S.DOWNSPOUT REF REFRIGERATOR DTL DETAIL REINF REINFORCED REQ'D REQUIRED EA. EACH RNG RANGE E.J. EXPANSION JOINT R.O. ROUGH OPENING ELEC. ELECTRICAL R RISER ELEV ELEVATION RND ROUND EQ. EQUAL R&S ROD AND SHELF EQUIP. EQUIPMENT EXP EXPANSION SC SOLID CORE EXT. EXTERIOR SCHEM SCHEMATIC EE EACH END SHLF SHELF SHT SHEET FD FLOOR DRAIN SHWR SHOWER FIN. FINISHED FLOOR SIM SIMILAR FND. FOUNDATION SH SINGLE HUNG FLR. FLOOR S.S. STAINLESS STEEL FP FIREPLACE STL STEEL FR FIRE RATED STRUCT STRUCTURAL FXD FIXED SUSP SUSPENSION FRM FRAME SGD SLIDING GLASS DOOR FTG FOOTING SQ SQUARE GA. GAUGE T TREAD GALV. GALVANIZED TB TOWEL BAR GC GENERAL CONTRACTOR T&G TONGUE AND GROOVE GEN GENERAL TEMP TEMPERED GYP. GYPSUM T.O. TOP OF GL GLUE LAM TR TOWEL ROD GLS GLASS TRPL TRIPLE TYP TYPICAL H HIGH HC HOLLOW CORE U.N.O. UNLESS NOTED OTHERWISE VERT VERTICAL HGT. HEIGHT V.L.I.F. VERIFY LOCATION IN FIELD HDR. HEADER HB HOSE BIBB W WASHER HORIZ. HORIZONTAL W/ WITH INSUL. INSULATION WC WATER CLOSET INT. INTERIOR wD WOODWWM WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB VT lonlan TM Coln"lpani'es 90 Matawan Road Matawan, NJ 07747 (732) 383-2200 DUPONT ASPIRE ELEVATION "B" 11100111 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." AREA TABULATION ELEVATION "B" 1 ST FLR A/C 1830 SQ. FT. TOTAL A/C 1830 SQ. FT. ENTRY 43 SQ. FT. GARAGE 410 SQ. FT. TOTAL UR 2283 SQ. FT. BUILDING DATA THESE PLANS HAVE BEEN PREPARED TO MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 6th Edition (2017) RESIDENTIAL w/ APPLICABLE SUPPLEMENTS OCCUPANCY: R3 BUILDING TYPE: VB SPRINKLED: NO DRAWING INDEX CS1 CS2 A1.1 A2.1 A2.2 A3.1 A5.1 A5.2 WP1 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 DETAILS FIRST FLOOR ELECTRICAL PLAN SLAB PENETRATION PLAN ALL WORK SHALL C0&4PLY WITH PREY CODES FLORIDA SUILDiNG CODE STRUCTURAL NOTES NATIONAL ELECTPIC CODE SLAB PLAN AND THE CITY ()F ZEPHYRHILLS BLOCK PLAN ORDiNANCES ROOF FRAMING PLAN FOUNDATION DETAILS C V EW DATEAUG- 1 STRUCTURAL DETAILS p ZEPH 2aZ� STRUCTURAL DETAILS LAN E MINER5A t�OR �; /ON AV- JUL 21 20zo w o°� >�Q0 w:D0►- f— w 0 cn=>w w 06 �w zz u J Q w J a 2 tY �- �cnpOU �2Z1LC/) azo q) Q o H 0 0 0 V cjj m W 0 w 00 0 ~ W w i > J 0� U ED cn z O a D A Z O I= rx U En w C] to Z Od w wz aaKaa COMMUNITY; LINKS @ CALUSA SPRINGS 1LA14# 6101 LEASED: 5/15/20 $MEET r GS 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 TNSI JT,ATTON FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTIONS R302.10.1 THROUGH R302.10.5. GENERAL CONSTRUCTION NOTES: TREADS AND RISERS: THE MAXIMUM RISER HEIGHT SHALL BE 7.75" AND THE MINIMUM TREAD DEPTH SHALL BE 10". THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF THE ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREADS LEADING EDGE. THE MINIMUM WINDER TREAD DEPTH AT THE WALK LINE SHALL BE 10", AND THE MINIMUM WINDER TREAD DEPTH SHALL BE 6". NOSING SHALL NOT BE LESS THAN 3/4" BUT NOT MORE THAN 1.1/4". A NOSING SHALL NOT BE REQUIRED WHERE THE TREAD DEPTH IS 11". HANDRAILS: HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHTS OF 4 OR MORE RISERS. HANDRAIL HEIGHT: HANDRAIL HEIGHT, MEASURED ABOVE STAIR TREAD NOSINGS, OR FINISH SURFACE OF RAMP SLOPE SHALL BE UNIFORM, NOT LESS THAN 34" AND NOT MORE THAN 38". HANDRAIL GRASPABILITY: HANDRAILS WITH A CIRCULAR CROSS-SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 1.25" AND NOT GREATER THAN 2" OR SHALL PROVIDE EQUIVALENT GRASPABILITY. IF THE HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4" AND NOT GREATER THAN 6.25" WITH A MAXIMUM CROSS-SECTION DIMENSION OF 2.25". EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01". HANDRAIL CONTINUITY: HANDRAIL -GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUT INTERRUPTION BY NEWEL POSTS OR OTHER OBSTRUCTIONS. EXCEPTIONS: 1.HANDRAILS WITHIN DWELLING UNITS ARE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT A STAIR OR RAMP LANDING. 2. WITHIN A DWELLING UNIT, THE USE OF A VOLUTE, TURNOUT OR STARTING EASING IS ALLOWED ON THE LOWEST TREAD. 3. HANDRAIL BRACKETS OR BALUSTERS ATTACHED TO THE BOTTOM SURFACE OF THE HANDRAIL SHALL NOT BE CONSIDERED OBSTRUCTIONS TO GRASPABILITY, PROVIDED THAT THE FOLLOWING CONDITIONS ARE MET: 3.1. THEY DO NOT PROJECT HORIZ BEYOND THE SIDES OF THE HANDRAIL WITHIN 1'V? OF THE BOTTOM OF THE HANDRAIL AND PROVIDED THAT, FOR EACH 1/2" OF ADDITIONAL HANDRAIL PERIMETER DIMENSION ABOVE 4", THE VERTICAL CLEARANCE DIMENSION OF 1'V2" 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: CEMENT PLASTER FINISH OVER MASONRY SHALL BE 5/8" THICK TEXTURED PER COMMUNITY STANDARDS. 2. CEMENT PLASTER FINISH OVER WOOD SUBSTRATE SHALL BE 7/8" THICK (3) COAT STUCCO OVER (2) LAYERS OF WATER RESISTANT BARRIERS IN ACCORDANCE WITH FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL, R703 AND ASTM C926. TEXTURE PER COMMUNITY FLASHING: 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 3. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: • THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER[] S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER0 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 OF 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 C 1288, C1325, OR C1178 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. MECHANICAL AND HVAC: 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (762 mm) DEEP AND 30 INCHES (762 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. #26 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (76 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. EXHAUST FANS AND VENTING: 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3. DUCT LENGTH: THE MAXIMUM LENGTH OF A CLOTHES: DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET. THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (762 mm) FOR EACH 45 DEGREE (0.79 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM THIS OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. FOUNDATION INSPECTION NOTES: A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. FRAMING INSPECTION NOTES: ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH INS MUST BE COMPLETE, INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION (FBC 110.6) ,�� ��'• G� N S g ee .. - : LLI ZE ?01F ; w. s {0 N Ir W } 2 � Lu �0>� >o <0 UJ 0 F- Lu 2 > Q UJ :D Cr YOF-z OZ5u-00U) Z Z Z ~ Lu z_ J Q J LIJ�_�a (n ❑ 0 _Q �F-QZ❑ r\ �C�, aN N O Q o H 0 0 U w 0 O 0 00 0 0 a x w w Z � w r( v) I zI 0 ✓ I z O_ i i i i E r f U W U Z O w d � A � Z t <1 i c c f c L L c L c COMMUNITY: LINKS @ CALUSA SPRING c PLAN # 6101 L RELEASED: 5/15/20 � SHEET i CS2 z w co z O U z w CC w a_ O fr a. 0 w O 0 z Q i go 3-SIDE ACRYLI SURROUN O CV cm Lo (o CV m U) Lo co U)Lu W Ln N Ch m X TI(� Vy t T T PATIO 10'x10' 8,_811 91_411 6068 SGD 35 SH TEMP <— 14'-8" ' 6'-0" *35 SH 153"x63") EGRESS RAG �N XFER LOCATION r r GRILL 18'-6" ABOVE DOOR I 4 I �RK 6 ADD 7/16" OSB TO AHU ON MECH. CLOSET 0 STAND GREAT CEILING FOR FIRE ROOM DRAFT STOP r� _ 8'-8" CLG. CV T (4)12" SH M , PTRYm �06' T� 6 cc I m 2'_O„ 32" M 8'-42" I I I I o I I I I QI - LlCD _c� of i (o °o DINING "' 36" HT. FLAT T It Ni i Ell Q m AREA COUNTERTOP � KITCHEN 8'-8" CLG. l 8'-8" CLG. I I '-52" I I 6,_4211 10'-52�, 21_411 4'_9" M ".. 8'-8" I i I I _ _ FOPT. __= I WATERLINE -77 .... r� I REF ---- ------------- .� � CV col L J BEDROOM 4 cy) — i0 n C111LAUNDR 8'-8" CLG. 8'-8" CLG Z ! HALL cc BATH I� (L w 8'-8" CLG. ED m CL 3.1U(o ., �- WC06 N 3'-21" 4 6-6 0 O T 5'-0" R&s I CL � 1 HALL 8'-8" CLG. _ T of �o 1 FOYER oC I 8'-8" CLG. N =I - 00 J O T 2'-4„ XFER GRILL BEDROOM 3 8'-8" CLG. ENTRY 8'-8" CLG. O 12'-0" 00 *25 SH (37"X63" EGRESS) 8'-4" '-04'-4" 13'-4" 5'-4" 15'-2" TI(V 1 CV T OWNER'S 8'-8" CLG. 5'-11" 2 ---n 0 1 > c1,�cO � I N OWNE S �� -� BATH > 8'-8" CLG. _ g 5'-1 I rMLe O U — no -co I OS WIC i cl) I 8 -8 CLG. ~ s?o cr_I Icn I I Lo I I R&S HIGH & LOW rIN T N BEDROOM 2 rN _ p N a0 8'-8" CLG. T- wo 2868 SC W/ CV WH SELF CLOSER 18'-10" N o r 2 -0 22" X 54" BOLLARD PER ATTIC ACCESS COMMUNITY --J 0 r"A❑ r,AQArrr: SPECS. 8'-8" CLG. 1/2" CEILING BOARD ABOVE - J" WALL BOARD ON GARAGE SIDE PROVIDE INSULATION AS REQ'D 0 2" CONCRETE p CURB N �c------------------------ — — — — — — — — — — --- --- 7I 16070 GARAGE DR. 2'-0"1 I 16 -0" I 20'-0" 38'-8" I �I FIRST FLOOR PLAN SCALE: 1 /4"=1'-O" 21.011 00 CV co a CD Ow[ 0 =w 0 NX A� 1 ` N 3-SIDED ACRYLIC SURROUND 4 LEGEND SYMBOLS A BUILDING/WALL SECTION sxT MARKER OINTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE dP ELEVATION STEP BRKX FLOORING BREAK WALL TYPES 2x WOOD/STEEL FRAMED PARTITION INTERIOR PARTITION w/ INSULATION CMU WALL CMU WALL w/ FURRING & INSULATION NOTE: INTERIOR WALLS ARE DRAWN TO ROUGH DIMENSIONS TYPICAL DOOR PLACEMENT DIAGRAMS ODOORS LOCATED WITHIN A LENGTH OF WALL ARE TO BE CENTERED UNLESS DIMENSIONED OR NOTED OTHERWISE. DOORS LOCATED ADJACENT TO WALL OINTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL SO BRACKET SPACED LID SURFACE 16" O.C. �FOR COUNTERTOP VERHANGS GREATER THAN 10" TOP PLATE 1'-2„ MAX 2x4 STUD WALL SEE PLANS FOR WALL LAYOUT 1/2" GYP. tBASE CABINET AS ; BD. PER SHOP DWGJ N WD.BASE MOLDING FINISH FLOOR I F OOR� l I rSUBFLOOR Ilk NOTE: TYP. WINDOW HEAD HGT. AT T-4" U.N.O. 'G ••'s Z 1 s y T • UJ F to - ot:••pLOF� •' t; •� ••......•'°.�e cr Lu 0Jrr �LLI uiz �00�_ > cr 0 LU Z) �UL1 L� Q W ~ =F- 5;a cr �1 0 — z LL O O C) zzz~z --I Q -3Lu EL _ �Cno0Q Z) = z LL CQ M H Q z < N O O O O j� V O a Im O 00 o O u 0 j O LL ,_..� w w 0111111111111111 L l♦ - f LL. r O a z O I OC u i W I i O 1— I I I I rn La �'Z 6 aa�aa I I I I I I I I COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 6101 RELEASED: 5/15/20 SHEET I Al,mI i FOAM MEDALLION DETAIL SCALE: 3/4"=1'-0" GARAGE TRIM DETAIL SCALE: 3/4"=1'-0" oloo T T '1 W TT WINDOW TRIM DETAIL SCALE: 3/4"=1'-0" A ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 12 5 REAR ELEVATION SCALE: 1 /4"=1'-0" FRONT ELEVATION SCALE: 1 /4"=1'-0" 12 11 5 35 SH' ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 6" WIDE STUCCO BAND (+1) 4" WIDE STUCCO -,, BAND (+1) - 16070 GARAGE DR. 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 & C 1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) W } 2 1= wz �001=- >o ao w::)oF- Uw W Cn < Z) Lu Q IL U) LU w °6LLZ0W 1= < Q < Z W _ c �(npOU Z) = Z LL Vj �F-QZD 1 n o O � Q Q cn 0 z O I� j� V 0 M-j > Im w 0 ,1 00 0 w 0 w w a M ctspolo" IN" Z � o z o a O_ U) W 04 2 0 � Z aaaaa COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 6101 RELEASED: 5/15/20 SHEET A2,1 rd T Vm _ _. ROOF SHINGLES PER COMMUNITY SPECS (TYP.) ROOF SHINGLES PER COMMUNITY SPECS (TYP.) / 12 5 F� 12 —� 5 12 5 35 SH *25 SH 2'-0" LEFT ELEVATION SCALE: 1/4"=1'-0" 12 5 RIGHT ELEVATION SCALE: 1 /4"=1'-0" 12 �1 5 PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY TEXTURE BODY COLOR FINISH SAND TRIM COLOR FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 1 S' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C 1063 (CURRENT EDITION) It w } = CC ui �O = O}oF- �awp w_��U Q WZ) ~ I=Ir o�zz�w W a Q � -i _ cr _ �cnp0U p = Z L- cn �F-QZD n a a, Qo Z H 0 0 0 j� V Z o 1-j 0 a) ICI 0 00 0 w 0 j ,.J w w w "NOUN 0 a� ME" z 0 a a A O I-- G. U cn W 0 U) Z O w d 5; o � Zaaaaa COMMUNITY; LINKS @ CALUSA SPRINGS PLAN # 6101 RELEASED: 5/15/20 SHEET A2*2 ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 2283 SQ. FT. 1096 SQ. IN. UPPER VENT 40% NET VENT MIN. 438 SO. IN. UPPER VENT 50% NET VENT MAX. 548 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 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" Ir W �. _ Ir O >_ F- >DCQO LU p F- U LU � Z'. Q � f 2 � > J = = Ir ZF_ W zzZ � J !l Q LU o- = Ir n- _jUpOV Z 2 Z LL CA �F-Qzcz N O O �F_ Z Q a 2 0 r� V O Im O 00 o a O o O w z O a A 0 U) W G cn O� in o Z Kaaaa COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 6101 RELEASED: 5/15/20 SHEET A3,1 m , BUILDING SECTION SCALE: 1/4"=1'-0" PRE-ENG. ROOF TRU FRAMING SHEET FOF ). WALL )..WINDOW IN. FLR. FOOTING PER FOUNDATION PLAN , BUILDING SECTION SCALE: 1/4"=1'-0" 2 A-5.1 i WALL JDOW =LR. FOOTING PER FOUNDATION PLAN • N • • Lu of : e� 10 N ►►sect � � � �9�� IY W � 2 � �00�' >oCQO W �pl— U W 0 Q � W ~ J cn W W cr M off$ z � w Z W I>L cc CL 2 � _ �cnp00 p = Z LL Un �1-Qzp a Q^ 3 Ho H O O O cn u z O 0 .j Im I-" O u 00 U) O (� .J z w � A a� c Im z O a D 01 I Z O -- rL IY to W En Z O w d u- to �Z aaaaa COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 6101 RELEASED: 5/15/20 SHEET A59 I ROOF SHINGLES OVER ROOF SHINGLES OVER 12 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 nnono, n STRUCTURAL. STRUCTURAL. TOP OF C.M.U. OIL TOP OF C.M.U. (REFER TO ELEV.) (REFER TO ELEV.) INSULATION PER I COMMUNITY SPEC. SEE 2x6 ALUM WRAPPED FASCIA SEE ENERGY CALCS. j SEE - - - ELEV. ELEV. BD. w/ALUM DRIP EDGE. 1/2" (MIN.) CLG. BD. 1/2" (MIN.) ---- SOFFIT PER SPECS 2x6 ALUM WRAPPED FASCIA CLG. BD. 1x PT DRAPE BLKG BD. w/ALUM DRIP EDGE. (t" 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. OVER RADIANT PRECAST WIN. SILL BARRIER INSULATION (R-4.1) ATTACHED TO ix2 PT. FURRING @ 24" O.C. SLOPE GRADE AWAY EXPANSION JOINT BASE BOARD FROM HOUSE GARAGE SLAB, 4„ SPECS DRIVEWAY PER COMMUNITY SEE STRUCTURAL h 0'-0" PLANS 1_ 1, FIN. FL. SLOPE I SLOPE `F FIN. FL. �— FOUNDATION PER STRUCTURAL DRAWINGS TYP. 1-STORY WALL @ WINDOW SCALE: 1/2" = V-0" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS PROVIDE 2X4— FRAMED ENCLOSURE FOR ELECTRICAL PANEL, FINISH W/ 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. GYPSUM BOARD z g 3 _1/2" w GARAGE CL N , ELECTRICAL M PANEL cV , CO CONCRETE `\j CURB REFER TO PLANS GRADE BOARD "' GYPIE BOARD NICHE FOR — ELECTRICAL PANEL & WIRING ELECTRICAL PANEL EXTERIOR— CMU BLOCK WALL CONCRETE — CURB REFER TO PLANS CONCRETE SLAB ON GRADE AT GARAGE FLOOR a� --FOUNDATION M PER STRUCTURAL DRAWINGS WALL SECTION @ GARAGE DOOR SCALE: 1/2" = V-0" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS i i r i � MIN r ELECTRICAL PANEL NICHE AT CMU BLOCK WALL T.O. M z 15 w a. NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION AV" 77132 00 *: * :a-.: a • . U.J v F :Qr 1 PA- cr W } _ CC Ill OO H >_ > Ir ¢ O W =) Ir U) U w5. Lu Q�I— _ cr > J Z) Ercc ir Y O H z LL O O cn zzz�z Q _jw J W D- 2 Ir �cno0U Z=zLL0 �I—Qz� �a Q� Y� O 7d- �i � Q � 0 �¢ Q 0 0 0 r� V 0 j U) Mp W Z 0 O 0i r� W OMEN ac c LL z 0 D A z O I I I I r i U in W i c to O� c L c z aaaaa F i c f S t c L i L c L c COMMUNITY: LINKS @ CALUSA SPRINGS c PLAN # 6101 L RELEASED: 5/15/20 i SHEET A .2 z :n z O J z li WOOD SHEATHING 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) $" THICK, 3 COAT CEMENT PLASTER METAL LATH LAP WRB & TAPE OVER ROOF/WALL SCREED 5X5 "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) ICE AND WATER SHIELD 15" VERTICAL AND 15" DOWN ROOF CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF CEMENT SHINGLE ROOFING "L" FLASHING SCALE: N.T.S. 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 WRB APPROX. 1-1/2" ABOVE SHINGLES ROOF/WALL SCREED a Q 5X5 WALL FLASHING c� KICK -OUT FLASHING (SEE DTL. BELOW) w 0 FELT UNDERLAYMENT SHINGLE ROOFING FASCIA WRAP DRIP EDGE: OVERLAP 3", EXTEND BELOW SHEATHING, MECH. FASTEN 4" O.C. MAX. KICKOUT SCALE: N.T.S. DETAIL STEP 1 FOLE 0 FOLD @ FOLD INWARD @ PT. A STEP 3 O FOLD @ 770 FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C I.0411:3 lfolaolvAll&Tl. I" 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 Q 1 FOLD INWARD @ PT. A CREASE @ PT. B STEP 4 O WATERTIGHT SEAL. FOLD. DO NOT CUT. U U BOTTOM FLANGE FOLD INWARD @ PT. A CREASE @ PT. B o'��C��..5•E�® CREASE @ PT. C ��� �' a�� ' FOLD PT. C OVER PT. B TILL N® : W PT. C TOUCHES BOTTOM FLANGE . P�� . �. 0 Q : or �. '•�i•� ••••. L ®�e•'•�`�. % nil W cr- Lu �00F }- >oCQ0 W H � U W w Q � W ~ 2 > cr ZOOw w_jQ�� =oC — �cApOU D=zLLU) �I—Qz� r; Q~ Qo O H 0 0 0 0 z Im ~ u" 0 0o 0 0 0 0aIm"� I i 1J X W w w Q 25 I CL I� cn "Q I z 0 a, D Q l z 0 F f U U) � w c c c c c cn mz a F agaaa F c L c c COMMUNITY; LINKS @ CALUSA SPRINGS c PLAN # 6101 L RELEASED: 5/15/20 cL SHEET GYP I z n z D D z r 2" PVC CONDUIT 2-2/0 COPPER 1 -1/0 COPPER 0 OR 2-4/0 ALUMINUM 150 AMP 42 METE944 1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT PPER OR ALUM. I BREAKER fi z 1/2" PVC CONCRETE ENCASED GROUNDED ELECTRODE I I I I I -ice - LECTRICAL RISER DIAGRAM NOT TO SCALE FIRST FLOOR ELECTRICAL PLAN ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET Fl GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET WALL SWITCH 3 THREE-WAY SWITCH J< FOUR-WAY SWITCH - KEYLESS LIGHT FIXTURE - CEILING MOUNTED LED LIGHT FIXTURE �- WALL MOUNTED INCANDESCENT LIGHT FIXTURE 01 VAPOR PROOF LIGHT FIXTURE +P.0 LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE fj EXHAUST FAN al4'E EXHAUST FAN/LIGHT COMBINATION ® CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) O COMBINATION SMOKE / CO2 DETECTOR Q SMOKE DETECTOR F4 TELEPHONE (OPTIONAL) Q TELEVISION (OPTIONAL) 0 ELECTRIC METER i ELECTRIC PANEL __mlj- DISCONNECT SWITCH Q JUNCTION BOX �— STANDARD ELECTRICAL LINE NOTES: 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AND ARC FAULT CIRCUIT INTERRUPTERS (AFCI) PER 2014 NEC 210.12 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR: SWITCHES ........... 42" OUTLETS.............14" ABOVE COUNTER OUTLETS ...... 46" TELEPHONE ......... 14" TELEVISION .......... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4.OUTLET AND LIGHTING RECEPTACLES FOR ALL DWELLING ROOMS, WITH THE EXCEPTION OF KITCHENS, BATHROOMS, AND GARAGES, SHALL REQUIRE AFCI PROTECTION. 5. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N.F.P.A. 70A, FLORIDA RESIDENTIAL CODE 2017, NFPA 2014 AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 6. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. 7. CIRCUIT NUMBERS ARE FOR REFERENCE ONLY. 8. LUMINAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF 2014 NEC 410.16(A) & (B) 9. RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED 10. A MIN OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS 11. GFCI DEVICES SHALL BE READILY ACCESSIBLE 12. REFER TO ENERGY CALCULATIONS FOR ADDITIONAL INFORMATION. 13. PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN COMPLIANCE WITH NEC 110.26. 14. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. 15. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE PER FBC E3901.9. JUL21 2029 W } 2 IY ui � 0 >_ >o <0 W 0 H C U w Lu Q = W H _ J YQHZ u-0_Ovi zzzF-_ui � J Q � J W CL cr 2: Z O- vi H Q Z r Q' O O �¢ Q 0 0 l� V 0 OIL o 0j J 1" 0 W U UJ w w X u mummig CL w z 0 a _O U W G z Z O .Q n in "'z aaaaa COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 6101 RELEASED: 5/15/20 SHEET El,l SCALE: 1/4"=1'-0" 0 N SLAB PENETRATION PLAN SCALE: 1 /4"=1'-0" Ir w y- = oC �01- >owC¢0 woF- � U w ui awl- _ F- > J Z) Lr [r zZ.zpw °CJ<J w IZ = 2 _3vQo0U z)=ZLLu) �I-¢z❑ 4� Q C n �o Q`J ~ O � Q Q 2 0 0 0 Z U 0 O OQ ,� o a o I z 4* w 1--" zo w a a w MEMO a. "l:� z O a A 0 E a W z Z 04 � o lxZ aa�aa COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 6101 RELEASED: 5/15/20 SHEET PI.1 0 z W Q Z Q 0 06 U) Z g W W F- 0 z a 0 od U) z a W U) W MA50NRY LINTEL OETA I L5 REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT MB-1 SFS-OB/OT ----- ----- MB-2 5F8-I13/0T ----- (1) #5 MB-3 8FI6-I13/IT (1) #5 (1) #5 MB-4 8RFI4-IB ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'5 GONGRETE. NOTES: I. ALL LINTELS W 5PAN5 6REATER THAN 14'-O" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORGEMENT SHALL BE 6RADE 60, fy=60 k51 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTEL5 ARE TO BE LOGATED DIREGTLY ABOVE THE OPENING BELOW 5HEET 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 FRAMIN6 PLAN 50-1 FOUNDATION DETAILS 5D-2 STRUCTURAL DETAILS PB513-1 STRUCTURAL DETAILS GENERAL 5TRUGTURAL NOTE5 FOUNDATION ' DE516N IS BASED ON 6th EDITION (2011) FLORIDA BUILDING CODE. • FOOTIN6 DE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1500 PSF. • ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT W/ GONGRETE OR MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALLS TO SLAB WITH Y4" DIA. x 23/4" LON6 TAPGON5 ® 32" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORRO51ON-RE515TANGE GOMPATIBILITY OF HARDWARE $ FASTENERS IN CONTACT N/ PRESERVATIVE -TREATED WOOD. GONTAGT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • GONGRETE DE516N BASED ON AGI 518. GONGRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAYS, U.N.O.: f'c = 2,500 psi:....... FOOTIN65 2,500 p5i:....... 5LAB5 ON 6RADE (INTERIOR $ EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXP05ED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FINISH 6RADE. • FOOTINC75 AND SLABS ON GRADE SHALL BEAR ON VIR61N 501L OR q5% COMPACTED FILL. • MINIMUM LAP 5PLIGE5 ON ALL REINFORGEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. ' GROUT SHALL BE A5TM G416 F'c=5000 P51 N/ MAX 3/e" A66RE6ATE • CONCRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE STREN6TH OF Ig00 P51 (F'M = 1500 P51). ALL MORTAR SHALL BE ASTM G210, TYPE 5. GMU DE516N BASED ON AG 1 530/530.1 • REINFORCED GMU GORES (AS INDICATED ON PLAN) SHALL ED BE REINFORCED N/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL AL16N WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTING DOWEL. • 6ROUT SOLID ALL REINFORCED GMU GELL5 AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" GONT. FULL LEN6TH OF WALL N/ (1) #5 BAR GONT. (TYP. @ EXT. PERIMETER) *PROVIDE (1) #5 BAR 6ROUTED SOLID ON EACH 51DE OF ALL MA50NRY OPENINC75 AND AT ALL WALL GORNER5. • VERTICAL REINFORGEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MA50NRY CELL, AND SHALL BE LOGATED AT A MAXIMUM OF 6-0" O.G. IN EXTERIOR WALL5. (A5 5HOWN ON PLANS) • ROU614 OPENINGS ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE GONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB ED6E5, AND OTHER LOGATION5 WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. EXACT LOCATIONS PER BUILDER. • SAW GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH OF THE SLAB (I" FOR A 4" SLAB) • JOINT5 SHALL BE LOCATED 0 12-0" O.G. (REGOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT 6RID PATTERN SHALL BE AS CL05E TO SQUARES AS P0551BLE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SPEC I P I GAIT I ONS (TYP. U.N.O.) DESCRIPTION OF BLD6. ELEMENT 3"xO.131" NAILS 3"x0.120" NAILS JOIST TO SOLE PLATE (5) TOENAILS (5) TOENAIL5* 50LE PLATE TO JOI5T/BLK'6. (3) NAILS ® 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 8" o.c. TOENAILS 0 6" o.c,.* BLK'6. BTWN. J0I5T5 TO TOP PL. (5) TOENAILS (3) TOENAILS* DOUBLE STUD NAILS ® 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE NAILS ® 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE LAP 5PLIGE q NAILS IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP @ CORNERS INTER5EGTIN6 WALLS (2) NAILS (2) NAILS * 2V2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"xO.120", SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE ARE 5HOWN) TH15 MODEL HAS BEEN DES16NED IN AGGORDANGE WITH THE 6th EDITION (20M FLORIDA BU I LD I N6 GODE (SECTION 160q) LATERAL DES16N REQUIREMENTS FOR THE FOLLOW06 WIND SPEED EXP05URE ONLY: 140 MPH - EXP. B WIND IMPORTANGE FAGTOR 1.0 NTERNAL PRESSURE GOEFF I G I ENT = ENGLOSED, +/- 0.18 ANY WIND SPEED/EXPOSURE NOT LISTED HERE REQUIRES FORMAL EVALUATION I APPROVAL FROM MULHERN 1 KULP STRUCTURAL EN6INEERIN6. EXTERIOR 4 5HEAR AALL 5HEATH I NG 51PEC I P I GAIT I ON5 INDICATES LOCATION AND EXTENT OF 5HEARWALL WH I GH REGU I RE5 5HEATHIN6 AND/ OR FASTEN I N6 5PEG I F I GATT ON5 BEYOND THAT OF STANDARD CON5TRUGTION SYMBOL SHEAR PANEL SPED. 15/32" PLYWOOD OR 05E3 FASTENED W PI 2Y211x0.131" NAILS @ 6" o.G. ALONG PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. 15/32" PLYWOOD OR 05E3 FASTENED N/ P3 2J/211x0.131" NAILS @ 3" o.G. ALON6 PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENT5: SHEATHE ALL EXTERIOR WOOD FRAMED WALLS N/ 15/32" PLYWOOD OR 05B FASTENED N/ 2Y2'0.131" NAILS ® 6" O.G. AT ALL PANEL EDOE5 AND @ 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL E06E5 SHALL OCCUR OVER FRAMIN6 OR 2X BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL E06E AND FASTENING 2. ALL STRUCTURAL PANELS ARE TO BE OIREGTLY APPLIED TO STUD FRAMIN6 @ 16"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER N/ 3Y2"0.131" NAILS @ 16"o.c. USE (8) 3Y2"0.131" NAILS @ EA. LAP 5PLIGE. (TYP. U.N.0) 4. LATERAL ANALY515 ASSUMES ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALL5 ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENINGS. 5, SEE ARCHITECTURAL DRAWINGS FOR ADD'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 FRAMIN6 MEMBERS. 8. A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENIN65 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LONG AS THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 E06E NAILIN6 REQUIRED AND OGGUR 16" MINIMUM FROM THE ENDS OF THE 5HEARWALL. Window Door Allohable Wind Pre55Ure5 140 MPH Wind Zone Ex o5Ure B OPENIN6 51ZE INTERIOR ZONES END ZONES 8' Garage Door +18.5 PSF/-20.q P5F +18.5 P5F/-20.q P5F 16Garage Door +11.1 PSF/-Iq.l PSF +11.1 P5F/-Iq.1 P5F 10 SOFT. +21.2 P5F/-22.q P5F +21.4 P517/-28.3 P5F 20 SOFT. +20.2 P5F/-22.0 P5F +20.2 P5F/-26.4 P5F 50 SOFT. +Iq.O P5F/-20.8 P5F +Iq.O P5F/-23.q P5F 100 SOFT. +18.0 P5F/-Iq.B PSF +18.0 P5F/-22.0 P5F 500 SOFT. +15.8 P5F/-17.6 P5F +15.8 P5F/-11.6 P5F (DEnd Zone 15 defined a5 the Smaller of 10% of least horiz. dim. or 40% of mean roof height. NOTE: Pre5Sure5 charted here are allowable pre55ure5 and have been reduced per A5GE 1-10 Section 2.4.1 from ultimate pre55ure5. Divide allowable pre55ure5 above by a factor of 0.6 to obtain ultimate pre55ure5. ROOF FRAMIN6 • SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS CONNECTORS. ' ROOF SHEATHING SHALL BE 1/16" MIN. 05B/PLYWOOD 5HEATHIN6 24/16, EXPOSURE 1. FASTEN 5HEATHIN6 TO ROOF MEMBERS N/ 2 3/8"xO.113" RING SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL ED6E5 ® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END & DRA6 TRUSSES N/ RING SHANK NAILS C 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALON6 PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM 6ABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED ED6E5. ' ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND GONTINUOU5LY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW N/ 51MP50N VTGR CLIPS 0 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRUSS MANUFACTURER, UNLESS OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER WTGA $ TPI'S BG51 I GUIDE TO GOOD PRAGTIGE FOR HANDLIN6, IN5TALLIN6 $ BRAGIN6 OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH $ SHORT SPAN ROOF TRU55E5 N/ 2x4 LEDGER FASTENED TO FRAMIN6 N/(2) 3"xO.131" NAILS ® 16" O.G. UPL I PT GONNEGTOR5 BEARIN6 CONDITION TRU55 CONNECTOR LENGTH < 15' 51MP50N H2.5T SINGLE ROOF TRUSS BEARIN6 ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRU55 BEARIN6 ON ALL 51MP50N HT520 WOOD STUD WALL/WOOD BEAM 51N6LE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARIN6 ON GMU WALL ROOF 63., FLUSH BEAM OR ALL (2) 51MP50N HETAI6 FLUSH G.T. BR6. ON GMU WALL ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH GONNEGTOR A5 L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER 5EGTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTEO WOOD TRU55 CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRUSS UPLIFT GONNEGTOR5 IN AGGORDANGE WITH THE REQUIREMENTS OF A56E-1-10. ALL UPLIFT GONNEGTOR5 AND LOADS PER TH15 DRAWING SHALL SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT GONNECTOR SPECIFICATIONS AND LOADS 5HOWN ON THE SHOP CARDS. • ® INTERIOR BEARIN6 WALL • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL I: I EXTENT OF OVERFRAMIN6 L _ _ _ J •--------- _ " - INDIGATE5 I/8"xl" SAW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HAN6ER INDICATES P05T ABOVE. PROVIDE SOLID BLOGKIN6 UNDER P05T OR JAMB ABOVE. GENERAL 5TRUGTURAL NOTE5 ' DE516N 15 BASED ON bth EDITION (2011) FLORIDA BUILDING CODE. • WOOD FRAME EN6INEERIN6 15 BASED ON NOS, "NATIONAL DE516N 5PECIFIGATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DE516N LOADS: ROOF LIVE = 20 PSF DEAD = 7 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 STAIRS DEGK5) = 30 PSF @ 5LEEPIN6 AREAS = 50 P5F @ 6ARA6E = 200 # POINT LOAD ® 6UARD5/HANDRAIL5 = 50 PSF @ 6UARD IN -FILL COMPONENTS DEAD = 10 PSF (20 P5F TOTAL @ TILE) WIND ULTIMATE WIND SPEED � EXP05URE AS L15TED RISK GATEC70RY II 6ENERAL FRAMIN6 ' EXTERIOR WOOD STUD BEARIN6 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 WALL5 5HALL BE 2x 5PF OR 5YP STUD' 6RADE LUMBER 0 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x 'STUD' 6RADE MEMBERS SPACED a 16" O.G. (MAX.). • ALL NON -BEARING INTERIOR STUD WALLS SHALL BE GON5TRUGTEO WITH 2x 'STUD' 6RADE MEMBERS SPACED ® 24" O.G. (MAX.). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD � (1)2x KIN6 STUD, MINIMUM. - THE NUMBER OF 5TUD5 5PEGIFIED AT A SUPPORT INDIGATE5 THE NUMBER OF JACK STUDS REQUIRED, U.N.O.. • ALL HEADERS, BEAMS 4 OTHER STRUCTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). ' FACE NAIL MULTI -PLY 2x BEAMS $ HEADERS W/ 3-ROW5 OF 3"xO.131" NAILS of 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 ff 2x8 MEMBERS. • FACE NAIL BUILT UP 2x POSTS W/ 3"xO.131" NAILS ® 16" O.G. STAGGERED. APPLY NAILIN6 FROM BOTH FACES ® 3-PLY OR MORE GONDITION5. • REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL GONNEGTION5 (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR HALLS N/ 1/16" 05B FASTENED N/ J/2"x0.131" NAILS @ 6" O.G. @ E06E5 & 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL ED6E5. TYPICAL U.N.O. ON THE PLANS. ' PROVIDE 50LID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL POSTS CONTINUOUS TO FOUNDATION/BEARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10^6 psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10"6 psi • FOR 2 $ 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROWS OF 3"xO.131" NAILS ® 8" O/G OR 2 ROWSY4"x3Y2" 51MP50N SOS 5GREW5 (OR 3Y2" TRU55LOK 5GREW5) ® 16" OIG. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/5GREW5 2" FROM EDGE. SOLID 3Y2" OR 5Y4" BEAMS ARE ACCEPTABLE. USE 2 ROWS OF NAILS FOR 2x6 4 2x8 MEMBERS. • FOR 4 PLY BEAM5 OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROWS OFY4"x6" 51MP50N 5D5 5GREW5 (OR 6 3/4" TRU55LOK 5GREW5) ® 16" OIG. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FASTENING AT BOTH FACES (ONE 51DE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM ED6E. A 50LID T BEAM IS AGGEPTABLE. • ALL INTERIOR WALL STUDS IN CONTACT N/ GMU WALL5 SHALL BE PRESERVATIVE TREATED AND FASTENED N/Y4" DIA. X 4" LON6 TAPGON5 a 24" O.G. FLOOR FRAMIN6. • I-J015T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY I -JOIST /TRU55 MANUFACTURER, UNLESS OTHERWISE NOTED. • I-JOI5T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. i EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY • FLOOR 5HEATHIN6 SHALL BE 25/52" GONFORMIN6 TO P52-04, 24" O.G., EXPOSURE I, TON6UE AND 6ROOVE ED&E5, FASTEN 5HEATHIN6 TO FRAMIN6 MEMBERS W/ GLUE AND 3"x0.131" NAILS 6" O.G. AT PANEL E06E5 6 12" O.G. AT INTERMEDIATE SUPPORTS. TYPICAL STAIR GON5TRUCTION NOTES • (5) SINGLE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR LANDING, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM N/ (1) 51MP50N A35 CLIP AT EACH STRINGER. ' FASTEN 2x6 P.T. PLATE TO GONGRETE SLAB N/ (3) 3/16" DIA. x 3 Y2" LON6 TAPGON5. • FASTEN END 5TRIN6ER5 TO ADJACENT WALL5 N/ (2) 3"x0.131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE 3/4" FLOOR DEGKIN6 ON RISERS AND I" FLOOR DEGKIN6 ON TREADS. • SEE STAIR FRAMING SECTION FOR MORE INFO. seal: Jlk 2 12025 ,`�t�itAearrs.. �• Fit,. ''. ��,�� • F © y MUL 04 LPP . o•St�1cv I Engi efi lq,,Ince JL w w z c z w 0- J Q 0 Z= .o Q� U � Q t� s W22 6 fJ) 5 j �J mE a Jz ;. Mo W CP o0 4 p o c� 2 y W � N iii. M C. IV M&K project number: 068-2001 1 project mgr: drawn by: issue date: date: sheet: JSB JAI 04-22-20 a Z J W o 0 Z 0 n. initial: 0 00 0 J SM0.0 < Q 0 J LL., z_ x a W 'Q r'Q V 'Q W z J LEGEND seal. „ ' • ® INTERIOR BEARING WALL 78 i u i " i " 10 -0 I0 -0 I8 -8 -- BEARING WALL ABOVE • BEAM / HEADER .:ATE a}LZORd • LOCATION AND EXTENT OF 5HEARWALL © copyright hl{ I� pe'll, v Struc�A�t f yh1ArA�, �nc, PATIO SLAB: 3 %2" GONG. SLAB ON I I EXTENT OF OVERFRAMIN6 N 6RADE (2500 P51 `� - - - a z MIN.) w/ 6x6-W1.4xW1.4 . - --INDIGATE5 I/S"A" SAW GUT GONTROL JOINT W o D- MESH OR FIBER MESH o w N Z o ON q5% COMPACTED o _ :?:. INDIGATE5 LOCATION OF REINFORGED GMU GORE (5EE NOTE5) c� FILL OR VIRGIN SOIL. z 0- q 7 J L METAL HANGER W + J m a HVAG UNIT 5D-I SD-1 2 5D-I INDIGATE5 P05T ABOVE. PROVIDE 50LID = E of 3 Y2" STEP BLOCKING UNDER POST OR JAMB ABOVE. a I --------- ------------ --------- REFER TO 5-0.0 FOR TYPICL UJ _= 11-1011 6'-2" 20'-' " STRUGTURAL NOTE5 I$ 5GHEDULE5 i a ' ' Jz -o ocm • I 5.6.0. REGE55 PER I m` y Lh c MANUFAGTURER5 1 M IN5TRUGTION ' 2 SD -I I I M&K project number �� 068-200 1 1 project mgr, .J S B 1 drawn by JAI issue date: 04-22-20 REVISIONS, i 1 � m date: initial; ' I NOTE: REFER TO BLOGK PLAN FOR ALL DOWEL o I LOCATION DIMENSIONS. I o f i I CZ'� Czo I I O 2 . I , 3 /2 STEP 011001 I I I I 4 4 Q � 5D-1 I 0 I 3, �, STEP /2 LL, . i 1 50-1 I amom I � 1 mmmi U) SD -I I 6ARA6E SLAB: I I w Z I -3 J 3 %2" GONG. SLAB ON GRADE Q %2" STEP (2500 P51 MIN.) w/ l xl-W1.4xW1.4 � (L �w.. �... ... MESH OR FIBER MESH OVER 6 co MIL. POLY ON q5% GOMPAGTED I 6 FILL OR VIR61N SOIL. I N I 5D-I z U) I I a Z 1 I s I LU 1 0 O �- ---------J W p Q a o- • — I I ——————-----------t 00 U) • . !J Z Q J J 2 sheet: 5D-I I PLAN I0'-8" 20'-0" I SCALE: 1/4"=I'-O" (22x34 SHEET) FORMS B SCALE: I/S"=1'-0" (Ilxl'i SHEET) Fm i,00 - - I I so 1 0 4'-2" 4'-6" 3'-3" 6'-0" 5'-1 1/2" 5'—I I/2" 4'-6" 6'-0" 71 M13-1 MB-I 1 1 MB-I 111U J 51-011 31_211 5'-211 1-0II 161-0II 21-011 le I 131-411 51-411 201-011 �t I 1 p ft BLOCK PLAN SCALE: I/4"= I'-0" (2244 SHEET) SCALE: I/8"=1'-0" (110 SHEET) FORMS B LECGENP • ® INTERIOR BEARING WALL • _ _ _ BEARI N6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL EXTENT OF OVERFRAMIN6 •. ma._.n -- —INDICATES I/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HANGER INDICATES POST ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. MA50NR*' LINTEL PETA I L5 REINFORGEMENT MARK DESIGNATION TOP BOTTOM SHEAR REINFORCEMENT MB-1 SFS-OB/OT ----- ----- MB-2 SFS-IB/OT ----- (1) #5 MB-3 8FI6-IB/IT (1) #5 (1) #5 M13-4 5RFI4-IB I ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S GONGRETE. NOTE5: I. ALL LINTEL5 w/ 5PAN5 GREATER THAN 14'-0" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINTELS 5HALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT 5HALL BE GRADE 60, fy=60 k5l 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTEL5 ARE TO BE LOCATED DIREGTLY ABOVE THE OPENING BELOW REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES $ SCHEDULES seal: jijL 21202- N 778 :LT ATE OF © co I T4VU4E[[RN' & K-ULlc� o �I��Fdl�l� i�@Nn�IsTc.`v�• z J� w w z_ z i Z !- w J i � Q m Z= .n Q E- _� Q ; + J~ 1 Q� o Z V y o m W = G N CM CL 19F Ir M&K project number: 068-2001 1 project mgr: .J S B drawn by: JAI issue date: 04-22-20 REVISIONS: date: initial: d Q 0 lL W � z z 0 (n a' z0 U (L 0 00 0 F- �e .J z M Q J J �m sheet: Fm2.0 LEGEND Lm son nnnn O o :1 Q WAI • i-- _ _ _ ::3 BEARING WALL ABOVE • BEAM / HEADER • M soon M LOCATION AND EXTENT OF 5HEARWALL I: • : : I EXTENT OF OVERFRAMIN6 s— -M- -- ------INDICATES I/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE SOLID BLOGKIN6 UNDER P05T OR JAMB ABOVE. OO O o w LL ROOF FRAMING • SEE ROOF TRUSS UPLIFT GONNEGTOR SGHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05B/PLYWOOD 5HEATHIN6 24/b, EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.113" RIN6 SHANK NAILS (R5R5-01 OR EGUIV.) 0 6" O.G. AT PANEL E06E5 d 0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END i DRAG TRU55E5 w/ RIN6 SHANK NAILS 0 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALONG PANEL ED6E5 AT FIRST 2 TRUSS BAYS FROM GABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED ED6E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRUSS ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR CLIPS 0 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLESS OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRUSSES PER WTGA d TPI'5 BG51 I GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6 4 BRAGIN6 OF METAL PLATE CONNECTED WOOD TRU55E5." • ROOF TRU55 SHOP DW6S. SHALL BE SUBMITTED TO ARCH $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRU55E5 w/ 2x4 LE06ER FASTENED TO FRAMING W(2) 3"xO.131" NAILS 0 16" O.G. UPL I r-T CONNECT OR5 BEARING CONDITION TRU55 CONNECTOR LENGTH < 15' 51MP50N H2.5T 51N6LE ROOF TRU55 BEARING ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRU55 BEARING ON ALL 51MP50N HT520 WOOD STUD WALL/WOOD BEAM 51N6LE ROOF TRUSS OR PORCH ALL SIMP50N HETAI6 BEAM BEARING ON GMU WALL ROOF G.T., FLUSH BEAM OR ALL (2) 51MP50N HETAI6 FLUSH 6.T. BR6. ON GMU WALL ALL BEARING POINTS OF EACH ROOF TRUSS SHALL BE CONNECTED WITH CONNECTOR AS LISTED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER SECTION 2.2 OF ANSI/TPI-2014 "NATIONAL DES16N STANDARDS FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION". MiK HAS ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN ACCORDANCE WITH THE REOUIREMENT5 OF ASGE-1-10. ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRAWIN6 SHALL SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR SPECIFICATIONS AND LOADS SHOWN ON THE SHOP CARDS. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES � SCHEDULES se o*�p9, r ; :.A •• A mac' •_ ��'• O,c�•�L O © copyright ; MULHERN & KULP Structural Engineering, Inc, z J� w w Z Cn c.0 z w oa.. J d Q a z Q o � � Q c a� W '5 � 0°o CM E =a Q. JZ CD W y y m �h W 0 N cc C-) G. M&K project number: 068-200 1 1 project mgr: J S B drawn by: JAI issue date: 04-22-20 REVISIONS: date: initial: W I / I z O LL VALLEY TRUSS J U o� / \ O.F. @ 24" O.G. � W Z Cz / I . IL HIP GIRDER TRUSS \ / z 0 5D-2 I 5D-2 v / HIP 61 RDER TRUSS LL I (51 M.) = o (51M.) I I I � d 91 o w 4 HIP GIRDER TRU55 VALLEY TRU55 i i r I 5D-2 C I O.F. 24 O.G. LL I 11.' 0 o w r LL co co< 0 0 0Z 0 IJ RCC0 SRAM I NG PLAN SCALE: 1/4"=1'-O" (22x34 SHEET) SCALE: I/8"=1'-O" (110 SHEET) FORMS 5 sheet: Sm 1.3 FILLED CELLS (SEE PLAN) vrtrcr�v� @CORNER 8" GMU (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID F —1 `. GONG. OR PAVER 6ARA6E WALL Z: DRIVEWAY r BEYOND C)6RA_DE _ b I I=III= `Y' =III —I I—All 'b I I —I I I —I 6ARA6E SLAB ri�i (SEE PLAN)o 11=I 11 1m 111=111- 16"x8" THICKEN EDGE W/ (2) #5 GONT. THICKENED EDGE @ 6ARA6E DOOR DETAIL SCALE: NTS 8" GMU BLOCK 8" WIDE GONT. GONG. CURB (1) #5 VERT. FROM FT6. - TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL zX d3 Q) olz 111 v I-1 m 11=1i (1) #5 DOWEL W/ 6" HOOK AT I=III-I ALL VERT. WALL REINF. (5EE PLANS FOR LOCATION) 11=I I —I I I —I I I —I GLEAN COMPACTED " III =III-1 FILL o q5% f'-O" MONOLITHIC FOUNDATION STANDARD DENSITY MIN. IAV (2) #5 GONT. ON CHAIRS WHERE 2ND 5TORY WALL OGGUR5 DIREGTLY ABOVE THE 8" GMU WALL 5HOHN, FT6. SHALL BE I'-4" WIDE w/ (2) #5 BAR5 GDETA IRGE CURB L � SCALE: NITS 8" GMU BLOCK BEYOND EXTERIOR DOOR— MTL. THRESHOLD SET IN SEALANT PORGH/PATIO/LANAI SLAB OR PAVERS (5EE PLANS) J v m R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) I = � LU LU mW W_ MONOLITHIC GLEAN GOMPAGTED-/ ' =i 1-[ ' FOUNDATION W/ (2) #5 FILL o q5% STANDARD I'-O" GONT. ON CHAIRS DENSITY AND TERMITE MIN. TREATED WHERE 2ND 5TORY HALL OGGUR5 DIREGTLY ABOVE THE 8" GMU WALL 5HOHN, FT6. SHALL BE 1'4' WIDE w/ (2) #5 BAR5 EXTERIOR OUT5K NG $ 56D POURED SILLS DETAIL GLEAN COMPACTED FILL o q5% R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOUSE SLAB (SEE PLAN) (1) #5 DOWEL H/ 6" HOOK AT ALL VERT. WALL REINF. (SEE PLANS FOR LOCATION) MONOLITHIC FOUNDATION STANDARD DENSITY I -O H/ (2) #5 GONT. ON CHAIRS MIN. WHERE 2ND STORY WALL OGGUR5 DIRECTLY ABOVE THE 8" GMU WALL SHOWN, FT6. SHALL BE I'-4" WIDE w/ (2) #5 BARS FOOTING SECTION & BLOCK DETAIL SCALE: NTS 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL BEYOND OVER %" FURR STRIPS EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (5EE PLAN) PAVERS (5EE PLANS) .d .. ° fiEl —I I Il 11=1 �1I � 1 II1II—II11 I I-1 1- 1—I 11=I—I I1 1I- 1=1 m III 1 I� _ — ,� II—I11-111-111—III=1'' MONouTHIG GLEAN COMPACTED Ill —1 I __ 111 FOUNDATION H/ (2) #5 FILL o q5� STANDARD I'-0" GONT. ON CHAIRS DENSITY AND TERMITE MIN. TREATED WHERE 20 STORY WALL OGGUR5 DIREGTLY ABOVE THE 8" GMU HALL SHOWN, FT6. SHALL BE 1'-4" HIDE W (2) #5 BAR5 ENTRY DOOR DETA I L 6 SCALE: NITS �NAI 5LAB 8"x8" THICKENED SLAB W/ (I) #5 CON 1. (DTHICKENED EDGE DETAIL SCALE: WS 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO R4.1 FI-FOIL OR EQUAL BOND BEAM. LAP W OVER %" FURR STRIPS FOUNDATION DOWEL MIN. -PER BUILDER 30 GROUT CELL 50LID HOUSE SLAB PORGH/PATIO/LANAI (SEE PLAN) SLAB OR PAVERS (5EE PLAN) Z .4 - 1—� —I I I —I I I —I 1 1=111— `� EXP JOINT I I I —I —I � I; 1, 1=1 I I —I 11= I m l=1 I d=1II=1' ° I= 1) #5 DOWEL H/ 6" HOOK AT _ III=III- ALL VERT. HALL REINF. 1 III-11I—I 1=11 I (5EE PLANS FOR LOCATION) GLEAN GOMPAGTED III -III— FILL o q5% MONOLITHIC FOUNDATION STANDARD DENSITY I -O W/ (2) #5 GONT. ON MIN. CHAIRS WHERE 20 5TORY WALL OG6UR5 DIREGTLY ABOVE THE 8" GMU HALL 5HOHN, FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BARS EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL SCALE: NTS y2" GYP. BO. EA. 51DE OF 2x4'5 o 16" O.G. Y " J-BOLT5 6" FROM EA. END OF WALL AND SPACE o 52" O.G. 2" (6" MIN. EMBED) w STUD PLATE TIES PER } PT BOT. PLAN o STUD TOP 4 PLT. BOT. O d ' bd (2) #55 GONT. H/ „ 3" MIN. CLEAR 8 8 UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON HALLS NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. HALL HHIGH REQUIRE SUCH HARDWARE HILL BE SPECIFICALLY NOTED ON PLAN. GAR1 rGA STEP DOWN DETI�IL SCALE: NM r71[�ilJ 13OND BEAM. LAP N/ FIN r• • r• EEE 6ROUT CELL 50LID .se .• a. • r1A � III —II z —111—I Ilk ' '11 III III —III= GLEAN COMPACTED I I 1111 FILL o q5cx STANDARD DENSITY MIN. WHERE 2ND 5TORY WALL OGGUR5 DIREGTLY ABOVE THE 8" GMU WALL SHOWN, FT6. SHALL BE 1'-4" WIDE W (2) #5 BAR5 GH�hSE DETA I L 8 SCALE: NITS R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) - PVC CHASE SLEEVE TO BE TWIGE THE DIAMETER OF PROTECTED PIPE MONOLITHIC FOUNDATION W/ (2) #5 GONT. ON CHAIRS seal: ���` �'a9 FIH1L./��'t, %�'�' N S `G 2A ' No :u .0 -o . PL E © copyright!M41F����1P� StructuraI E'ngi a c: 0 CD Z_ w w Z o z w J < CIS CD Q Z� M Q Wc� C �MI 'S n CZ =a m J� Q. Wo Z �W D V o Y op y 2 CO m L6 W C N C. C'M C. M&K project number: 068-200 1 1 project mgr: J:SB drawn by: ,JAI issue date: 04-'2 2-2 0 REVISIONS: date: initial: sheet: d Q a 0 T- J W N (D Ca z 0 cn H z J � a o� co Y Q J J SCALE: NTS - - ,i irluacsf i. h i ,i lt—lutl�',Fr1Jire ii�7 J i ul i:�. I J i f T_f T I i SDw 1 " FASTEN ROOF SHEATHING TO FA5GIA WITH 2 %"xO.113" RING SHANK NAILS 6" O.G. —� w r< 2x6 FA5GIA -SEE ARCH 8" GMU BOND BEAM N/ (1) #5 GONT. 8" REINF. GMU NALL - -SEE PLAN FOR VERT. & HORZ. REINF. 5PEG5 I E TION 3/4"=1'-0" VALLEY SET OVERFRAM I N6 FASTEN EACH OVERFR TRU55 TO TRU55 BELO1 WITH (1) 51MP50N VTGR 24" O.G. PROVIDE 50LID SHIM BETN'N TRU55 GONNEGTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM GONNEGTOR. WHERE TRU55 15 61REATER THAN I Y2" FROM UPLIFT GONNEGTOR, REFER TO TYPICAL RETROFIT DETAIL P. TYP I GAL OVERT RAM I NG CONNECTION 17ETA I L SCALE: N.T.S. SEE UPLIFT GONNEGTOR SCHEDULE ON PLANS FOR GONNEGTOR 5PEGIFIGATION5 PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EACH TRU55. VERT NALL REINF. TO EXTEND INTO BOND BEAM ,IN ROOF 5HEATHIN6 IN ROOF TRU555 BOND -BEAM ,---GONTIN. PRECAST HEADER S" GMU PIER ENTIRE GOLUMN TO BE GROUT FILLED GA5T-GRETE GA5T-GRETE WINDOW SILL, WINDOW SILL, OR EQUIV. OR EQUIV. 17OUBLE WIN170W Q=vtY PDll IL TRIPLE WINDOW SIM. PROVIDE 50LID SHIM BETN'N TRU55 4 CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT GONNEGTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF 5HEATHIN6 TO FA5GIA KITH 2 3/b"xO.113" RING SHANK NAILS ® 6" O.G. SEE UPLIFT GONNEGTOR SCHEDULE ON PLANS FOR GONNEGTOR 5PEGIFIGATION5 2x6 FA5GIA -SEE ARCH REINF. MA50NRY LINTEL/ BEAM - - SEE PLAN FOR 5PEGIFIGATION5. GONNEGT EACH END OF MA50NRY LINTEL TO TOP OF PIER/ NALL N/ (1) #5 BENT DOWEL N/ 24" LE65 SECTION 3 SCALE: 3/4°=1'-O': ALL LAPS IN MASONRY 25" RUNNING BAR #5 BENT GORNER BAR GROUTED CELL TYP. CORNER VERT. !NALL REINPORGINCG DETAIL SCALE: NTS FIT DETAIL &LITII� 1' 0 SEE DETAIL I ON STRUCTURAL PLANS FOR ADDITIONAL GONNEGTION INFO NOT SHONN HERE FASTEN EA. ROOF TRUSS TO GMU N/ 51MP50N M5TMI6 TNIST STRAP. FASTEN STRAP TO GMU N/ (4) Y4" DIA. x 2 Y4" LON6 TITEN 5GREN5 PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EACH TRU55. PROVIDE 2x FLAT BLOGKIN6 FIT TIGHT TO ROOF TRUSSES @ EVERY OTHER BAY FASTENED TO GMU N/ (3)Y4" DIA. x 3Y2" LONG TAPGON5. FASTEN BLOGKIN6 TO ROOF TRUSSES N/ (2) 3 Y4"xO.I31" NAILS @ EA. END. PROVIDE 50LID SHIM BETN'N TRU55 4 GONNEGTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 6REATER THAN I Y2" FROM UPLIFT GONNEGTOR, REFER TO TYPICAL RETROFIT DETAIL P. 2x FASCIA -5EE ARCH FASTEN EXTERIOR 5HEATHIN6 TO BLOGKIN6 IN EA. TRU55 BAY N/ 2 NAILS @ 6" O.G. FASTEN EA. 2x4 BLOGKIN6 IN EA. TRU55 BAY TO BOND BM. N/(4) HILTI DNI12P8 PAF'5 FASTEN EXTERIOR 5HEATHIN6 TO 2x BLOCKING N/ 2 Y2"xO.131" NAILS 3"O.G. 8" GMU BOND BEAM N/ (1) #5 BARS GONT. 8" REINF. GMU NALL - -5EE PLAN FOR VERT. 8 HORZ. REINF. 5PEG5 NOTES: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). 2. PROVIDE 3/4' DIA. HOLE FOR DOWEL, BLOW OR BRUSH GLEAN. 3. FOLLOW MANUF. INSTALLATION INSTRUGTIONS. FUTURE 8" GMU BLOCK DRILL 6" INTO EXIST'6 SLAB, EPDXY $ DRIVE I #5 DOWEL, PROVIDE MIN. I - 30" LAP 5PLIGE I I I mo � SECTION BY NINDON/DOOR MANUFACTURER :TRUSSES PLAN T GONNEGTOR 5GHEDULE NALL REINF (TEND INTO BEAM NOTES: ROOF TRU5 -SEE PLAN (2)3 Y2"x0.1: 8" GMU BOP (1) #5 BARS S" REINF. GMU NALL - -SEE PLAN FOR VERT. HORZ. REINF. 5PEG5 I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF NINDON/DOOR, FASTEN BUCK TO MA50NRY N/ (1) RON OF W(,"x4" TAPGON5 6" FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM E06E OF BUCK. 2. BUGK5 LE55 THAN 2X TO BE FASTENED N/ GUT NAILS OR EQUIVALENT. STRUCTURAL GONNEGTION OF NINDON/DOOR TO STRUCTURE BY OTHERS IN THI5 GA5E. 3. ADDITIONAL 2X WOOD BUGK MATERIAL MAY BE ADDED TO EXI5TIN6 2X BUCKED OPENING, USE (3) RON5 OF 3"xO.131" NAILS 5TA66ERED @ 12" O.G. EA. SUCCESSIVE BUGK. 4. MIXING OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FA5TENIN6) ARE MET. 5. ADDITIONAL HOOD BUGK MATERIAL MAY BE FASTENED TO 2X BUGK N/ (2) RON5 OF 2Y2"xO.131" NAILS m 16" O.G. FASTEN NINDON/DOOR TO 2X PER NINDON/DOOR MANUFACTURER'S 5PEG5. WINOONDOOR BUGK DETAIL H SCALE: NTS SEE TYP. FOUNDATION DETAILS FOR ADDITIONAL INFORMATION NOT 5HONN HERE #5 VERT. BAR TO BE LOCATED PER PLAN IN GROUTED CELL GRADE I-111-11 I t� I I I I I I HIP I- M I SBEP DOWEL RETRO� I T DETAIL SCALE: NTS SIM. ® GMU STEM FOR DROPPED 6RADE 3/R"xO.113" RING SHANK 2x4 FLAT BLOCKING @ 16" O.C. FASTENED TO BOND BM. N/Y4" TAPGON (2)3 Y2"x0.131" VERT NALL REINF. TO EXTEND INTO BOND BEAM SECTION SCALE: 3/4"=1'-0' LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN THIS HOME $ SHALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REGU I RED ALL APPLICABLE AREAS. THESE WHERE SPEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. �1111-vffffp- 9 N w 7 4 d r » p: .� A7E OF i 4 .A� • •� 6`{(/0 OR10�•°�.. ,i ss .... • • N �e : MULHERN & K` © copyright � Structural Engi e n g, nc. = Z J= w w z c z Z w J Q a N Q Z CC � � Q o U � C) it = � t W cn t E -2 C, •5 M iJ a J� Q'. �o Z DW C CO)m o CO Uh W S2 C. � N M o. M&K project number: 068-2001 1 project mgr: J,S13 drawn by: JAI issue date: 04-22-20 REVISIONS: date: initial: � J o J LL �UJ J UJ � Ca 0 n d �LO h Z U � 4 a o Q J J sheet: SDM2 I r. 12 PERMANENT ROOF TRU55 BRAGING NOTES: (51N6LE FAMILY HOME OR TOWNHOUSE GON5TRUGTION, WITH ROOF TRU55E5 SPACED NO MORE THAN 24" O.G) I. WOOD TRU55E5 5HALL BE BRACED AND EREGTED IN ACCORDANCE WITH THE BUILDING COMPONENT 5AFE"rY INFORMATION (BG51) "GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6, RE5TRAININ6 d BRAGIN6 OF METAL PLATE CONNECTED WOOD TRU55E5," (2008 EDITION). 2. TOP CHORD BRAGIN6: TOP GHOR05 5HALL BE BRACED BY DIRECT -APPLIED PLYW000/055 5HEATHIN6. • IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FASTENED TOP CHORD, CONTACT MW FOR BRAGIN6 DESIGN. 3. BOTTOM CHORD BRAGIN6: a. THE BOTTOM GHORD5 SHALL BE BRACED BY DIRECT -APPLIED 6.N.B. GEILIN6 4. WEB MEMBER BRAGIN6: THE TRU55 MANUFACTURER 5HALL INDICATE THE TRU55 MEMBERS (NE135, VERTIGAL5) THAT REQUIRE LATERAL BRAGIN6/RE5TRAINT. a. 'T' OR 'L' BRACE: WHERE BRA6IN6 15 REQUIRED A5 INDICATED ON 5HOP DRANIN6, UTILIZE 'T' OR 'L' BRAGE5 (REFERENCE BG51-03 F16URE5 53-I5 $ 53-11). 5HOP APPLIED REINFORCEMENT PER BG51-B3 FI6URE5 53-22 $ BG-23 15 ACCEPTABLE. • 'T' 8 'L' REINFORGIN6 MATERIAL 5HALL MATCH THE 51ZE OF THE NEBNERTIGAL MEMBER. • 'L' 8 'T' REINFORGIN6 TO BE A MINIMUM OF 90% OF THE LENGTH OF THE NEBNERTIGAL MEMBER. • FA5TEN 'L' OR 'T' REINFORGIN6 TO NEBNERTIGAL N/ I6d GUN NAIL5 (0.131x3 I/2") AT 6" O.G. b. GONTINUOU5 LATERAL BRAGIN6 ALTERNATE: WHEN THREE (3) OR MORE 51MILARLY GONFI6URED ROOF TRU55E5 ALI6N, CONTINUOUS RON5 OF LATERAL BRAGIN6 MAY BE USED IN LIEU OF THE ABOVE -NOTED 'L' OR 'T' BRAGE5. • GONTINUOU5 RON5 OF LATERAL BRAGIN6 5HALL GON515T OF MINIMUM 2x4. RON5 5HALL BE LAP 5PLIGED ONE TRU55 BEYOND IN EACH DIRECTION. 5EGURE BRACE TO EACH TRU55 GOMPRE55ION NEB W (2) I6d GUN NAILS (0.1310 1/2"). • GONTINUOU5 LATERAL BRAGIN6 5HALL BE RESTRAINED BY DIAGONAL BRAGIN6 (MIN. 2" THICK NOMINAL LUMBER $ MINIMUM 5PF 'STUD' GRADE MATERIAL). THI5 BRAGIN6 15 TO BE GONTINUOU5. PROVIDE ONE RON OF DIAGONAL BRACING AT VERTICAL NEB MEMBER5 OF TRU55E5 GLO5E5T TO EACH GABLE END NALL $ ADDITIONAL DIA60NAL5 AT 20'-0" A5 REQUIRED. DIAGONAL BRACE NAILED TO OPP051TE PROVIDE (2) Ibd NAILS ® 51DE OF NEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIRECT -APPLIED PLYWOOD/05B A _1 �, ROOF 5HEATHIN6 COMPRE5510N NEB (5LOPIN6 OR VERTICAL) seal: IC C *: v 2 4 �� ATF 0 OIL : �47� _ ,ice, 0 0 Cm Z J= w w Z CD Z w J Q ZH U WOO OO 0 J Jz W ti W El M&K project number: CONTINUOUS LATERAL BRACE ALTERNATE 0 (3) OR MORE �J ADJACENT 51MILAR TRU55E5 (5EE project mgr: X INDIV. TRU55 5HOP DRAWIN65 FOR LOGATIONS) drawn by: 2x 5TRON6BAGK MAY BE issue date: INSTALLED FOR GON5TRUGTABILITY TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REOV FOR REVISIONS: 5TRUGTURE) GONTIN. LATERAL BRAGIN6 date: TO LAP AGRO55 MIN. (1) DIREGT-APPLIED TRU55 BAY A5 5HONN 61oAB GEILIN6 5EGTION B-B ALTB MTE M_°TFM MRE 0) OR MORE 51MILAR 7465E5 ARE GROUPED WEB MEMBER REQUIRING B BRAGIN6 A5 INDICATED BY TRU55 MANUFACTURER 2x 5TRON6BAGK 2x 5TRON65ACK5 MAY BE (NOT REQ'D FOR INSTALLED FOR GON5TRUGTABILITY STRUCTURE) TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REO'D FOR STRUCTURE) DIRECT -APPLIED PLYND/05B DIRECT -APPLIED / 2_1 \—'L' OR 'T' BRAGINO 6NB GEILIN6 —J WEB5 DE516NATED BY TRU55 MANUF. TYPICAL TRU55 ELEVATION PERMANENT TRU55 BRAG I N6 PETA I L5 $ NOTE5 SCALE: NOW DIRECT APPLIED GEILIN6 LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REGU I RED ALL APPLICABLE AREAS. THESE WHERE SPECIFICALLY INDICATED DETAILS ARE NOT "CUT" ON THE PLANS. ("GUT") ON THE PLANS. d W 0 sheet: 0 0 rn .n Q ♦ Q c CD m E Q Cl) CD M 0 Y o cc m` ,h O C j M M 068-2001 1 1160V JAI 04-22-20 0 initial: 0 0 LL J W � z a 0 2 U) z J 4 O 0 C� J _l M k,