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593 TIMBER RIDGE LANE . a.. NOTESTAMX 8°3 O 3 83 DEFLECTION OF STMOTURA L A,B,C,D,E, : b - . ALLOWABLE11 STRUCTURAL MEMBER DEFLECTION 23 APPROX - APPROXIMATE H'GP - - I 2 HANDICAPPED PR POWDER ROOM RAFTERS HAVING SLOPES GREATER THAN 3/12 WITH NO L/I80 4 - AAND HH HEEI6HWTA�R PSF - POUNDS PER � �� (I) IT IS INTENDED THAT THESE DRAWINGS ARE PREPARED FOR BUILDINGS THAT WILL CONFORM TO THE (8) FOOTINGS ARE TO BEAR ON FIRM, LEVEL, COMPACT NATURAL SOIL, FREE OF DEBRIS OR L005E MATERIAL, FINISHED GEILIN6 ATTACHED TO RAFTERS SQUARE FOOT 2010 FLORIDA BUILDING CODE, RESIDENTIAL. OR UPON SUITABLE 501L THAT HAS BEEN WELL TAMPED AND COMPACTED IN ACCORDANCE WITH THE INTERIOR WALLS AND PARTITIONS H/180 _ HDR - HEADER P51 - POUNDS PER � �g . 'FOUNDATION NOTES' AS SHOWN ON THE DRAWINGS. BUILDER 15 RESPONSIBLE FOR INSURING THAT THE BM BEAM IN („) _ INCH SQUARE INCH z � (2) THE MAXIMUM ALLOWABLE NUMBER OF STORIES AND HEIGHT PER LOCAL ZONING ORDINANCES AND SOIL MEETS ALL APPLICABLE STANDARDS. FLOORS AND PLASTERED GEILIN65 L/360 BM - BEAM INCL - INCLUDE PLY'WD - PLYWOOD It I PER THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL, ARE AS FOLLOWS: BLDG - BUILDING INFO - INFORMATION 3 I 1! A) MAX. NO. OF STORIES = (3) (q) CONCRETE MASONRY UNITS SHALL BE A5TM-0010 HOLLOW LOAD B ARIN6 CONCRETE MASONRY UNITS, ALL OTHER STRUCTURAL MEMBERS L/2`0 BTR - BETTER ID - IN51DE DIMENSION �Q�p _ SQUIRED Jae kid ' B) MAX. HEIGHT = 35' FROM GRADE NORMAL WE16HT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 300 PSI IN5UL - INSULATE 3 g b i g (10) ALL CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH 0 28 DAYS: EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/360 INT - INTERIOR RM - ROOM Ig ��, (3) THE BUILDING CONTRACTOR 15 RESPONSIBLE FOR COMPLIANCE TO THE CODE REGARDLESS OF AtiY CLO - GEILIN6 RES - RECEPTACLE �g A) SLAB ON GRADE-2000 P51 EXTERIOR WALLS--WIND LOADS (A) WITH BRITTLE FINISHES L/240 (D) ¢ - CENTERLINE JT - JOINT RES - RESIDENTIAL g 3g �� � M1551NO OR INCOMPLETE DETAILS OR NOTES. B) FOOTIN05-2000 PSI COL - COLUMN R15 - RISERS (4) THE BUILDING CONTRACTOR AND HIS 5UBGONTACTRACTOR5 SHALL CONFORM TO ANY LOCAL ORDINANCES AND EXTERIOR WALL5--WIND LOADS (A) WITH FLEXIBLE FINISHES L/120 GONG - CONCRETE J5T5 - JOISTS RD 4 5H - ROP 4 SHELF I (I I) STRUCTURAL STEEL SHAPES, PLATES, ETC... SHALL CONFORM TOA -A36, "FB"= 24,000 PSI. GOVT - CONTINUOUS , gI � g 140 SHALL VERIFY ALL DIMENSIONS, MATERIALS, AND CONDITIONS AND SHALL NOTIFY THE DESIGNER OF "E"= 201,000,000 P51. COMM - COMMERCIAL L - LAVATORY S - SOUTH ANY DISCREPANCIES PRIOR TO PROGEEDIN6 WITH HIS WORK. NOTE: L = SPAN LENGTH, H = SPAN HEIGHT. CR5 - COURSE LT - L16HT 5KY'LT - SKYLIGHT (12) WOOD FLOOR JOISTS, GEILIN65, RAFTER, BEAMS AND HEADERS ALL BE A. THE WIND LOAD, WHEN DETERMINED IN ACCORDANCE WITH ASCE "7 OR TABLE R3012(2), LL - LIVE LOAD 5H - SHELF (5) THESE DRAWIN65 ARE PREPARED FOR DESIGN AND STRUCTURAL REFERENCE ONLY. THE ELECTRICAL #2 OR BETTER SOUTHERN YELLOW PINE, KD Iq, 545 SIZES. SHALL BE PERMITTED TO BE TAKEN A5 0.42 TIMES THE COMPONENT AND CLADDIN6 LOADS DL - DEAD LOAD 5H15 - SHELVES FLOOR PLAN 15 INTENDED TO ONLY SU66EST LOCATIONS FOR FIXTURES, OUTLETS, AND SWITCHES. FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN. DIAM OR - DIAMETER MAX - MAXIMUM 5TOR - STORAGE ELECTRICAL, MECHANICAL, PLUMBING, AND OTHER BUILDING SYSTEMS, IF ANY, ARE TO BE DE516NED, B. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE THE LENGTH OF THE CANTILEVER. DBL - DOUBLE MEGH - MECHANICAL STL - STEEL ENGINEERED AND ARE THE SOLE RESPONSIBILITY OF OTHERS. (13) IF ROOF OR FLOOR TRUSSES ARE USED, THE FACTUENOINEERIN6 AND ME �R SIZES AND SPACING G. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN ROOFS OR WALLS OF 5UNROOM ON - DOWN MET - METAL %5P - SUSPENDED ARE THE SOLE RESPONSIBILITY OF THE MANUFACTURER. ADDITIONS OR PATIO COVERS, NOT SUPPORTING EDGE OF GLASS OR SANDWICH PANELS, DWG - DRAWING MIN - MINIMUM (6) NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L /60. FOR CONTINUOUS ALUMINUM DIM - DIMENSION - MIR - MIRROR T'S - TREADS (7) SUBSURFACE SOIL CONDITIONS INFORMATION WAS NOT AVAILABLE PRIOR TO THE PREPARATION OF THESE DRAWINGS. STRUCTURAL MEMBERS SUPPORTING EDGE OF CLASS, THE TOTAL LOAD DEFLECTION M150 - MISCELLANEOUS (TYP) - TYPICAL SHALL NOT EXCEED L/1-5 FOR EACH GLASS LITE OF L/60 FOR THE ENTIRE LENGTH OF THE ELEC - ELEOMr-, TAG - TONGUE 4 GROOVE THE FOUNDATION AND FOOTIN65 ARE DESIGNED FOR A 2000 P5F 501L BEARING CAPACITY. CONTRACTOR MEMBER, WHICHEVER 15 MORE STRINGENT. FOR SANDWICH PANELS USED IN ROOFS OR WALLS EXP - EXPANSION N - NORTH SHALL VERIFY AND REPORT ANY DISCREPANCIES PRIOR TO PLACEMENT OF FOOTINGS. OF SUNROOM ADDITIONS OR PATIO COVER, THE TOTAL LOAD DEFLECTION SHALL NOT EXT - EXTERIOR NT5 - NOT TO SCALE VLT - VAULT U EXCEED L/120. NO - NUMBER D. DEFLECTION FOR EXTERIOR WALL WITH INTERIOR GYPSUM BOARD FINISH SHALL BE LIMITED FT (') - FOOT W/ - WITH11. ,z TO AN ALLOWABLE DEFLECTION OF H/180. F6 - FIXED 6LA55- OPN6 - OPENING W/O - WITHOUT E. REFER TO SECTION 8703.7.2. FIN - FINISH OA - OVER-ALL ADO FL - FLOOR OHD - OVERHEAD DOOR crn M 0 H 11 I IST - FIRST o/ - OVER I 00 SECTION M1505 8311.3 LANDINC75 AT DOORS. � I o FLUOR - FLUORESCENT OPT - OPTIONAL APPLIANCE ACCE55 THERE SHALL BE A FLOOR OR LANDING ON EAG SIDE OF EACH EXTERIOR DOOR. FT6 - FOOTING cn r- as EXCEPTION: WHERE A 5TAIRWAY OF TWO OR F +ER R15ER5 15 LOCATED ON THE FOUND - FOUNDATION M EXTERIOR SIDE OF A DOOR, A LANCINS 15 NOT aJIRED FOR THE EXTERIOR SIDE R312.1 GUARDS WHERE REQUIRED. 7 •'' d' ,-. MI305.1 APPLIANCE ACCESS FOR INSPECTION SERVICE, REPAIR AND REPLACEMENT. OF THE DOOR. E,YP _ E,YPS 0 o• a GUARDS SHALL BE LOCATED ALONG OPEN-SIDED WALKING SURFACES, INGLUDIN6 STAIRS, APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR AND REPLACEMENT WITHOUT REM0YIN6 PERMANENT THE FLOOR OR LANDING AT EXTERIOR DOORS QUIRED BY SECTION 8511.2 SHALL RAMPS AND LANDIN65, THAT ARE LOCATED MORE THAN 30 INCHES (762 mm) MEASURED �1x CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIA11-E BEING INSPECTED, NOT BE REQUIRED TO COMPLY WITH THIS REQUI T BUT SHALL HAVE A RISE NO VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36 INCHES (114 mm) SERVICED, REPAIRED OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES DEEP AND 30 INCHES WIDE (`762 mm BY 762 mm) GREATER THAN PERMITTED IN SECTION R311.'1.4. HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. INSECT SGREENIN6 SHALL NOT BE CONSIDERED � j SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. INSTALLATION OF ROOM HEATERS SHALL AS A GUARD BE PERMITTED WITH AT LEAST AN 18-INCH (457 mm) WORKING SPACE. A PLATFORM SHALL NOT BE REQUIRED FOR ROOM HEATERS. THE WIDTH OF EACH LANDING SHALL NOT BE LE THAN THE DOOR SERVED- M EVERY LANDING SHALL HAVE A MINIMUM DIMENS ON OF 36 INCHES (4114 MM) P" p M1305.1.2 APPLIANCES IN ROOMS. MEASURED IN THE DIRECTION OF TRAVEL. APPLIANCES INSTALLED IN A COMPARTMENT, ALCOVE, BASEMENT OR 51MILAR SPACE SHALL BE ACCESSED BY AN OPENING OR R312.2 HEISHT. I� DOOR AND AN UNOBSTRUCTED PASSAGEWAY MEASURING NOT LESS THAN 24 INCHES (610 mm) WIDE AND LARGE ENOUGH TO ALLOW R 311.2 EGRE55 DOOR REQUIRED GUARDS DI OPEN-AIDED WALKING SURFACES, INGLUDIN11 STAIRS, PORCHES, AT LEAST ONE EGRESS DOOR SHALL BE PROM FOR EACH DWELLING UNIT. BALCONIES OR LANDINGS, SHALL BE NOT LESS THAN 36 INCHES (q l4 mm) H16H MEASURED REMOVAL OF THE LARGEST APPLIANCE IN THE SPACE, PROVIDED THAT A LEVEL SERVICE SPACE OF NOT LESS THAN 30 INCHES (762 THE EGRESS DOOR SHALL O SHALL BE P,AND SHALL PROVIDE A MINIMUM CLEAR VERTICALLY ABOVE THE ADJACENT WALKING SURFACE, ADJACENT FIXED SEATING OR WALL SECTION NUMBER mm) DEEP AND THE HEIGHT OF THE APPLIANCE, BUT NOT LESS THAN 30 INCHES ('762 mm), AT THE FRONT OR SERVICE WIDTH OF 32 INCHES (813 B WHEN MEASURED THE FAGS MI THE DOOR THE LINE GONNEGTIN6 THE LEADING EDGES OF THE TREADS. SIDE OF THE APPLIANCE WITH THE DOOR OPEN. EXCEPTIONS: DIRECTION THAT THE AND THE STOP,WITH THE DOOR OPEN 010 DE (1.57 rad). THE MINIMUM CLEAR r HEIGHT OF THE DOOR OPENING SHALL NOT BE LESS THAN 78 INCHES (14181 mm) IN I. THE TRIANGULAR OPENIN65 AT THE OPEN SIDE OF A STAIR, FORMED BY THE RISER, �1. low#- 111 �►�( SECTION I5 TAKENzi M1305.1.3 APPLIANCES IN ATTICS. ATTICS CONTAINING APPLIANCES SHALL BE PROVIDED WITH AN OPENING AND A CLEAR AND HEIGHT MEASURED FROM THE TOP OF THE THRESHOLD TO THE BOTTOM OF THE STOP. TREAD AND BOTTOM RAIL OF A 6UARD, SHALL NOT ALLOW PASSAGE OF A SPHERE 6 INCHES 'Z __ UNOBSTRUCTED PASSAGEWAY LARGE ENOUGH TO ALLOW REMOVAL OF THE LARGEST APPLIANCE, BUT NOT LESS THAN 30 INCHES OTHER DOORS SHALL NOT BE REQUIRED TO GO Y WITH THESE MINIMUM DIMENSIONS. (153 mm) IN DIAMETER. SHEET NUMBER ON WHICH M E UNO mm) HIGH AND 5 INCHES LAR mm) WIDE AND NOT MORE THAN 6 FEET (18201 E5 LONG MEASURED ALONG THE CENTERLINE OF E6RESS DOORS SHALL BE READILY OPENABLE FROM INSIDE THE DWELLING WITHOUT THE 2. 6UARD5 ON THE OPEN SIDES Of-'! STAIRS SHALL NOT HAVE OPENIN65 WHICH ALLOW THE SECTION 15 DRAWN 0 �762. THE PASSAGEWAY FROM THE OPENING TO THE APPLIANCE. THE PASSAGEWAY SHALL HAVE CONTINUOUS SOLID FLOORING IN USE of A KEY OR SPECIAL KNOWLEDGE OR EFFORT. PASSAGE OF A SPHERE 4 3/8 INCHES (III mm) IN DIAMETER. . ACCORDANCE WITH CHAPTER 5 NOT LE55 THAN;24 INCHES (610 mm) WIDE. A LEVEL SERVICE SPACE AT LEAST 30 INCHES (162 mm) EXCEPTION: BUILDINC75 THAT ARE 400 SQUARE FEET OF LE55 AND ARE INTENDED FOR E_- DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PRESENT ALONG ALL SIDES OF THE APPLIANCE WHERE ACCESS 15 REQUIRED. THE USE IN CONJUNCTION WITH ONE- AND TWO-FAMIL RESIDENCES ARI_ NOT SUBJECT To THE 8301.5 LIVE LOAD. CLEAR ACCESS OPENING DIMENSIONS SHALL BE A MINIMUM OF 20 INCHES BY 30 INCHES (508 mm BY 162 mm), AND LARGE ENOUSH DOOR HEIGHT AND WIDTH REQUIREMENTS OF THISCODE. THE MINIMUM UNIFORMLY DISTRIBUTED LIVE LOAV SHALL BE AS PROVIDED IN TABLE R501.5 . A U) 70 ALLOW REMOVAL OF THE LARGEST APPLIANCE. 8311.7.7 HANDRAIL5. HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN A W EXCEPTION: THE PASSAGEWAY AND LEVEL SERVICE SPACE ARE NOT REQUIRED WHERE OF TREADS OR FLISHT WITH FOUR OR MORE RI RS. T .. Ra�I All GRo55-SECTION LETTER THE APPLIANCE CAN BE SERVICED AND REMOVED THROUGH THE REQUIRED OPENING. 8311.7.7.1 HEIGHT. MINIMUM UN I FORMLI' D I STRI SUTED LIVE LOADS Q HANDRAIL HEISHT,MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING �___•-- DIRECTION THAT THE THE TREAD NOSIAl6, OR FINISH SURFACE of RA SLOPE,SHALL BE NOT LESS THAN (IN FOUNDS PERS URE SOOT) CROS "" S�GTIO �J SECTION 15 TAKEN MI305.1.3.1 ELECTRICAL REQUIREMENTS. A LUMINAIRE CONTROLLED BY A SWITCH LOCATED AT THE REQUIRED PASSAGEWAY 54 INCHES (864 MM) AND NOT MORE THAN 38 INCHES (4165 MM). USE LIVE LOAD SHEET NUMBER ON WHICH OPENING AND A RECEPTACLE OUTLET SHALL BE INSTALLED AT OR NEAR THE APPLIANCE LOCATION IN ACCORDANCE WITH EXCEPTIONS: ATTICS WITHOUT STORAGE EPL_ 10 THE SECTION 15 DRAWN CHAPTER 34. 1. THE USE OF A VOLUTE,TURNOUT OR STARTING EASING SHALL BE ALLOWED OVER THE ATTICS WITH LIMITED 5TORA6E B 6 20 THE LOWEST TREAD. HABITABLE ATTICS AND ATTICS SERVED 2. WHEN HANDRAIL FITTINGS OR BENDINC75 ARE USED TO PROVIDE CONTINUOUS TRANSITION WITH FIXED STAIRS 30 �►I I a M1305.1.3.2 AIR-HANDLING UNITS. BETWEEN FLIGHTS,THE TRANSITION FROM HANDRAIL TO GUARDRAIL,OR USED AT THE START tit N AIR-HANDLIN6 UNITS SHALL BE ALLOWED IN ATTICS IF THE FOLLOWING CONDITIONS ARE MET: OR A FLIGHT,THE HANDRAIL HEIGHT AT THE FI INSS OR BENDIN65 SHALL BE PERMITTED BALCONIES I AND DECKS 40 c- TO EXCEED THE MAXIMUM HEIGHT. FIRE ESCAPES 40 AM FW I. THE SERVICE PANEL OF THE EQUIPMENT 15 LOCATED WITHIN 6 FEET (18201 MM) OF AN ATTIC ACCESS. 6UARDRAIL5 AND HANDRAILS D 200 H � as 2. A DEVICE 15 INSTALLED TO ALERT THE OWNER OR SHUT THE UNIT DOWN WHEN THE CONDENSATION DRAIN IS NOT WORKING R311.'1."1.2 CONTINUITY. GUARDRAILS IN-FILL COMPONENTS F 50 H c:d a T F� PROPERLY. HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE PASSENGER VEHICLE GARAGES 50 o v v 3. THE ATTIC ACCESS OPENING IS OF SUFFICIENT SIZE TO REPLACE THE AIR HANDLER. FLISHT,FROM A POINT DIRECTLY ABOVE THE T RISER OF THE FLIGHT 70 A POINT ROOMS OTHER THAN SLEEPING ROOMS 40 ( DETAIL NUMBER a 0 4. A NOTICE 15 POSTED ON THE ELECTRIC SERVICE PANEL INDICATING TO THE HOMEOWNER THAT THE AIR HANDLER 15 LOCATED DIRECTLY ABOVE THE LOWEST RISER OF THE FL CHT. HANDRAIL ENDS SHALL BE SLEEPING ROOMS 30 DETAILS d IN THE ATTIC. SAID NOTICE SHALL BE IN ALL CAPITALS, IN I6 POINT TYPE, WITH THE TITLE AND FIRST PARAGRAPH IN BOLD: RETURNED OR SHALL TERMINATE IN NEWEL POS OR SAFETY TERMINALS. STAIRS 4O 0 All SHEET NUMBER ON WHICH -b A. HANDRAILS ADJACENT TO A WALL SHALL HAVE SPACE OF NOT LESS THAN 1 1/2 INCH THE DETAIL 15 DRAWN w v0 .r NOTICE TO HOMEOWNER (38 MM) BETWEEN THE WALL AND THE HANDRAIL5. .00 0 A PART OF YOUR AIR GONDITIONIN6 SYSTEM, THE AIR HANDLER, 15 LOCATED IN THE ATTIC. FOR PROPER, EFFICIENT, AND ECONOMIC EXCEPTIONS: , OPERATION OF THE AIR GONDITIONIN6 SYSTEM, YOU MUST ENSURE THAT REGULAR MAINTENANCE 15 PERZFORMED. YOUR AIR I. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT w W H CONDITIONING SYSTEM IS EQUIPPED WITH ONE OR BOTH OF THE FOLLOWING: THE TURN. FOR 51: I POUND PER SQUARE FOOT = 0.0471 kPa, I SQUARE INCH = 645 MM 2 , 2. THE USE OF A VOLUTE,TURNOUT, 5TARTIN6 EA51N6 OR STARTING NEWEL SHALL I POUND = 4.45 N. DIRECTION THAT THE � ,d ,� BE ALLOWED OVER THE LOWE5T TREAD. I A. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD, ELEVATION IS TAKEN 00 1) A DEVICE THAT WILL ALERT YOU WHEN THE CONDENSATION DRAIN 15 NOT WORKING PROPERLY OR APPLIED OVER A 20-SQUARE-INCH AREA. � ELEVATION NUMBER A W 8311.7.7.3 GRIP SIZE B. ATTICS WITHOUT STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN �-x F_ cd 2) A DEVICE THAT WILL SHUT THE SYSTEM DOWN WHEN THE CONDENSATION DRAIN IS NOT WORKING. TO LIMIT POTENTIAL DAMAGE TO I. TYPE I. HANDRAILS WITH CIRCULAR CROSS TIONS SHALL HAVE AN OUTSIDE JOISTS AND RAFTERS 15 LE55 THAN 42 INCHES, OR WHERE THERE ARE NOT TWO OR MORE 1 N YOUR HOME, AND TO AVOID DISRUPTION OF SERVICE, IT 15 RECOMMENDED THAT YOU ENSURE PROPER WORKINS ORDER OF THESE DIAMETER OF QT LEAST 1 1/4" INCHES 02 mm) A NOT GREATER THAN 2" INCHES (51 mm). ADJACENT TRUSSES WITH THE SAME WEB GONFI6URATION CAPABLE OF CONTAINING A RECTANGLE . TIO' `� I I SHEET NUMBER ON WHICH DEVICES BEFORE EACH SEASON OF PEAK OPERATION. I IF THE HANDRAIL I5 NOT CIRCULAR IT SHALL HAVE A PERIMETER DIMENSION OF AT 42 INCHES HIGH BY 2 FEET WIDE, OR GREATER, LOCATED WITHIN THE PLANE OF THE TRUSS. THE ELEVATION IS DRAWN �4 rA LEAST 4" INCHES (102 mm) AND NOT GREATER AN 6 1/4" INCHES (160 mm) WITH A FOR ATTICS WITHOUT 5TORA&E, THIS LIVE LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY 11 MAXIMUM GROSS SECTION OF DIMENSION OF 2 1/4" INCHES 057 mm). ED6ES SHALL HAVE WITH ANY OTHER LIVE LOAD REQUIREMENTS. - 1- 1 MI305.1.4.1 6ROUND CLEARANCE. A MINIMUM RADIUS OF 0.01 INCH (0.25 mm). G. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE EQUIPMENT AND APPLIANCES SUPPORTED FROM THE GROUND SHALL BE LEVEL AND FIRMLY SUPPOR'� ON A CONCRETE SLAB LOAD OR A 300-POUND CONCENTRATED LOAD ACTINO OVER AN AREA OF 4 SQUARE OR OTHER APPROVED MATERIAL EXTENDING NOT LESS THAN 3 INCHES (76 mm) ABOVE THE ADJOINING &R1.OUND. SUCH SUPPORT SHALL 2. 'TYPE 11. HANDRAILS WITH A PERIMETER 6REA THAN 6 1/4" INCHES (160 mm) SHALL INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. APPLIANCES SU5PENDEr'f += M THE FLOOR SHALL HAVE A GRASPABLE FINGER RECESS AREA ON SIDES OF PROFILE. THE FINGER D. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALON6 THE -�'p/� �,- w RECESS SHALL BE61N WITHIN A DISTANCE OF 3/ INCH(141 mm) MEASURED VERTICALLY a �� I I`�./I,,.� �,D `, I�/T iT TOP OF SLAB = O'-O" HAVE A CLEARANCE OF NOT LESS THAN 6 INCHES (152 mm) FROM THE GROUND. -< FROM THE TALLEST PORTION OF THE PROFILE A ACHIEVE A DEPTH OF AT LEAST 5/16" TOP 1. -- EXCEPTION: ON GHANGEOUTS OR NEW INSTALLATIONS OF EXISTING BUILDINGS WHERE EQUIPMENT i5 F ^t- , .Gt"'�J THAT HAS A SUPPORT IxGH (8 mm) WITHIN 7/8" INCH (22 mm) BELOW THE WIDEST PORTION OF THE PROFILE. THIS E. SEE SECTION 8502.1.4 FOR DECKS ATTACHED TO EXTERIOR WALLS. zA -nom ----, : PLATFORM APPROVED UNDER A PREVIOUS CODE. REQUIRED DEPTH SHALL CONTINUE FOR AT LEAS 3/8 INCH (10 mm) TO A LEVEL THAT 15 F. 6UARD IN-FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL - NOT LE55 THAN 1 3/4" INCHES (45 mm) BELOW TALLEST PORTION OF THE PROFILE. THE FILLERS SHALL BE DESI6NED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF - • ' ..",, -- MINIMUM WIDTH OF THE HANDRAIL ABOVE THE LE55 SHALL BE 11/4" INCHES (32 mm) a 50 POUNDS ON AN AREA EQUAL TO I SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED TO _ ' MI305.1.4.3 ELECTRICAL REQUIREMENTS. TO A MAXIMUM OF 2 3/4 INCHES(7omm). ED6E5 SHALL HAVE A MINIMUM RADIUS OF O.OI L) A LUMINAIRE CONTROLLED BY A 5WITCH LOCATED AT' THE.REQUIRED PA55A6EWAY OPENING AND A RECEPTACLE OUTLET SHALL BE INCHES (0.25 mm). 1 1/2" MIK ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENT. INSTALLED AT OR NEAR THE APPLIANCE LOCATION IN ACCORDANCE WITH CHAPTER 301. G. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED WITH TRUSSES, TH15 LIVE LOAD : ' ' ' - OPTIONAL HANDRAIL SE TIONS NEED BE APPLIED ONLY TO THOSE PORTIONS OF THE BOTTOM CHORD WHERE THERE ARE M130-1.2 ANCHORAGE OF APPLIANCES. a; "' TWO OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION CAPABLE OF .:: ,.. DESIGNED TO BE FIXED IN POSITION SHALL BE FASTENED OR./4NGHO.,RED°'IN _ • CONTAINING A RECTANGLE 42 INCHES HIGH OR GREATER BY 2 FEET WIDE OR GREATER, fi '' ALL APPLIANCES LOCATED WITHIN THE PLANE OF THE TRUSS. THE REGTANSLE SHALL FIT BETWEEN THE TOP ; ",. AN APPROVED MANNER. STRAPPING SHALL BE AT POINTS WITHIN THE UPPER LOE-ERI PO .�� '..", AND LOWER ONE-THIRD OF THE APPLIANCE'S VERTICAL.'DIMENSIONS. ,aT THE LOWER POINT, ® OF THE BOTTOM CHORD AND THE BOTTOM OF ANY OTHER TRUSS MEMBER, PROVIDED THAT THE STRAPPING SHALL MA NTAIN A MINIMUM DISTANCE OF 4 INCHES (102mm) ABOVE THE CONTROLS. ® 1 1/2" MIN EACH OF THE FOLLOWING CRITERIA IS MET. I. ` ' j1".. '� ` I. THE ATTIC AREA IS ACCESSIBLE BY A PULL-DOWN STAIRWAY OR FRAMED OPENING t� `� ,-�.,,;,: IN ACGOSDANGE WITH SECTION R 80-1.1. �` l�^ h r ,r Y MI301.2.1 WIND RESISTANCE. 2. THE TRUSS HAS A BOTTOM CHORD PITCH LESS THAN 2:12. (� . -" t `'' MECHANICAL EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO WIND SHALL BE 3. REQUIRED INSULATION DEPTH 15 LESS THAN THE BOTTOM CHORD MEMBER DEPTH. `*4 r DESIGNED AND INSTALLED TO RESIST THE WIND PRESSURES ON THE EQUIPMENT AND THE '� . � SUPPORTS AS DETERMINED IN ACCORDANCE WITH THE FLORIDA BUILDING GODS, BUILDING. THE BOTTOM CHORDS OF TRUSSES MEETING THE ABOVE CRITERIA FOR LIMITED STORAGE ?' h� €�- , MAY` / SHALL BE DESIGNED FOR THE GREATER OF THE ACTUAL IMPOSED DEAD LOAD OR 10 pgf, <k '1 T �zxJzczc * ;: ,. '� 8302.11 FIREBLOGKIN6. UNIFORMLY DISTRIBUTED OVER THE ENTIRE SPAN. �;; r xz �,t;; IN COMBUSTIBLE CONSTRUCTION FIREBLOGKING SHALL BE PROVIDED TO GUT OFF ALL .,' y , t ) a .� 111*1 CONGEALED DRAFT OPENINGS ('BOTH VERTI 'AL AND HORIZONTAL) AND TO FORM AN H. 6LAZINC USED IN HANDRAIL ASSEMBLIES AND 6UARD5 SHALL BE DESIGNED WITH A r`- f2 ♦ ;; ...: M1601.4.1.3 SPACE PROVIDED. AN EFFECTIVE FIRE BARRIER BETWEEN STO IES AND BETWEEN THE TOP STORY AND SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE CONCENTRATED ,.,.- - t t, € a`,. s, , ti_ ;ti GE SH BE PROVIDED ADJACENT TO ALL MECHANICAL COMPONENTS LOCATED IN OR LOADS APPLIED TO THE TOP OF THE - ' ' � �x � SUFFICIENT SPA ALL THE ROOF SPACE. FIREBLOGKIN6 SHALL B PROVIDED IN WOOD-FRAME CONSTRUCTION RAIL, AND TO THE LOAD ON THE IN FILL COMPONENTS. i .:• : < x. ;� � t. z+r FORMING A PART OF THE AIR DISTRIBUTION SYSTEM TO AS�JRE ADEQUATE ACCESS FOR: (I) GON5TR c TON THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE ANOTHER, AND LOADS ARE ("em --- t- " . tpp IN THE FOLLOWING LOCATIONS. ,,y:D z11tn s i r f- ' '� `t . .- `� t, AND SEALING IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION MI601.4; (2) INSPECTION, AND ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. �........ .: _-t;<. �., t - Y Y4 (3) GLEANING AND MAINTENANCE. A MINIMUM OF 4 INCHES (102 mm) IS CONSIDERED SUFFICIENT SPACE I. IN CONGEALED SPACES OF STUD WALL AND PARTITIONS, INGLUDIN6 FURRED - ` ' JrS " SPACES AND PARALLEL ROWS OF STUDS O STA66ERED STUDS AS FOLLOWS: "' �; -} . r �sr�d.T; p; 4 =�"11 � ` AROUND AIR HANDLING UNITS. I.I. VERTICALLY AT THE GEILIN6 AND FLOOR LEVELS. EXCEPTION: RETROFIT OR REPLACEMENT UNITS NOT PART OF A RENOVATION. f/ r 1 j - A< ` 1.2. HORIZONTALLY AT INTERVALS NOT CEEDIN6 10 FEET (3048 MM). 1. e , I, 2. AT ALL INTERCONNECTIONS BETWEEN 'ONGEALED VERTICAL AND HORIZONTAL , ' �. I1`, ,,� ' It `� ;„ � APPROX. SPACES SUCH AS OCCUR AT SOFFITS, DROP GEILIN65 AND COVE GEILIN65. s i 1"'x_ 1 7 ' A<DDITIONL NO'T -SA.I.-.1........� ,� ; St # 51 TE LOCA ION F� _ 3. IN CONGEALED SPACES BETWEEN STAT STRINGERS AT THE TOP AND BOTTOM OF z : t T1' I. '♦ >Y INDEX �C� THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION 8302.7. � 1 IN`r`� 4. AT OPENINGS AROUND VENTS PIPES DUCTS, GABLES AND WIRES A7 CEILING AND (I) THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE ,}' , y FLOOR LEVEL, WITH AN APPROVED MATERI LTO RESIST THE FREE PASSAGE OF FLAME STANDARDS ESTABLISHED IN THE 2010 FLORIDA BUILDING .' f GODS RESIDENTIAL SECTION 8301 OR AN ENGINEERED DESIGN M c f' � I (AI) COVER SHEET AND PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL ; �' � , _--: (A2) ARCHITECTURAL 51TE PLAN NOT BE REQUIRED TO MEET THE ASTM E 136 REQUIREMENTS. _ ^ E` 4 "' PER 8301.1.3 �� 1 I , E 3 ELEVATIONS 5. FOR THE FIREBLOCKIN6 OF CHIMNEYS AND FIREPLACES, 5EE SECTION R1003.11. (2) THE BUILDING I5 LOCATED IN THE WIND BORNE DEBRIS REGION. l ' __� ; f L �•� � .;� k f � ... 4 b. FIREBLOGKIN6 OF CORNICES OF -FAMILY DWELLING IS REQUIRED AT THE THE DESIGN SHALL INCORPORATE IMPACT GLASS, ENGINEERED ,a'„ �....Y;,� .., (A4) GROSS SECTIONS DETAILS 1 `;. , ��i . ', LINE OF DWELLING UNIT SEPARATION. SHUTTERS OR LABELED SITE STORED PLYWOOD SHUTTERS I. �° m k� �' r € -` '" 3 (AS) FLOOR PLANS t""' .. - -- (A6) FOUNDATION ROOF PLAN WITH PERMANENT, STRUCTURE AFFIXED, HARDWARE. + - -- $ A� WALL SECTIONS x� ifJ T)qELn c Ya- . . I t 4< e 8302.12 DRAFTSTOPPING. IN COMBUSTIBLE ONSTRUGTION WHERE - ( ) (3) THE MAIN WIND FORGE RESISTING SYSTEMS ARE DE516NED ':: -•�•?- --------------- THERE I S USABLE SPACE BOTH ABOVE AND ELOW THE CONGEALED SPACE - _r _ : ARCHITECTURAL DRZAN I NC75 (A8) FLASHING DETAILS OF A FLOOR/GEILIN6 ASSEMBLY, DRAFTSTO SHALL BE INSTALLED SO THAT TO WITHSTAND.THE WIND LOADS ASSOCIATED WITH THE ULTIMATE f'. 1 ' - € ``Y a s 1 t ` j: (Aa) WINDOW 1� DOOR FLASHING „.:. r E THE AREA OF THE CONGEALED SPACE DOE NOT EXCEED 1,000 SQUARE DE516N WIND SPEEDS PER SECTION 301.2.1.3. 3 r t (A10) ELECTRICAL PLANS FEET (012.01 m2). DRAFTSTOPPIN& SHALL DIVIDE THE CONGEALED SPACE �1 L , (3 INTO APPROXIMATELY EQUAL AREAS. W THE ASSEMBLY 15 (4) THE BUILDING CATEGORY SHALL BE (II) AS PER A5CE '7-10, i ^� ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A GEILIN6 MEMBRANE TABLE I-I. ` .,_. r 'FFr�IiIFo BELOW DRAFSTOPPINS SHALL BE PROVIDE IN FLDOR/GEILIN6 �-� `` M ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: (5) THE BUILDING SHALL HAVE A WIND EXPOSURE CATEGORY �„ * ti AS DETERMINED BY THE EN61NE1=R'S FIELD SURVEY OF THE PROPERTY I. GEILIN6 15 SUSPENDED UNDER THE FLOOR FRAMING. (6) THE BUILDING SHALL HAVE AN INTERNAL PRESSURE COEFFICIENT .k0 0 STRUG I VIAL D ;�I��J 2. FLOOR FRAMING IS CONSTRUCTED OF 55-TYPE OPEN-WEB OR IN ACCORDANCE WITH TAE,FLORIDA BUILDING GODS RESIDENTIAL Deuafcofkt iffli t6dzoles ` { .. r����i PERFORATED MEMBERS. FOR A "FULLY ENCLOSED" BUILDING. k 1 ` , Y p."g 0�8roAls > (51, 52, 53, S4) PLANS BY OTHERS ----------- ANY AND ALL ENGINEERlNGDRAWINGS TAKE (7) THE COMPONENTS AND CLADDING HAVE BEEN SELECTED, �`y� ��n,�,�._ PRECEDENCE OVER ARCHITECTURAL DRAWINGS. AND THEIR USE INCORPORATED INTO THE DEVON AND ausiG:cnnewroar 14 21 �11111�5 a bt Y{Y A < X11 Ali[ t„1`. �" Ck _I 1, SPECIFICATIONS, IN ACCORDANCE WITH TABLE 8301.2(2) OF THE �`` ""°°" II ( n �_ _ - ,...,,.w.K. .«, i 7 A , FLORIDA BUILDING CODE, RESIDENTIAL. APPLY THE -"- -W T I APPROPRIATE HEIGHT AND EXPOSURE COEFFICIENT FROM . K I TABLE 8301.2(3). --- X U- (8) CARA6E DOORS ARE TO MEET DESIGN PRESSURES BASED ON TABLE 8301.2.1.2 THE FLORIDA BUILDING CODE AND (ASCE 7-10) EXPOSURE CATEGORY. KNO-501M DMRIS GTION FASTENIN& SC ULE (q) SEE STRUCTURAL ENGINEERING SHEETS FOR DESISN COMPLIANCE () t-= FOR NOM STR ZTURA L. PALS A,B,C,D FRDTMMON OF OFMIN IS IN THE WIND H FASTENER TYPE PANEL SPAN 4 FOOT< b FOOT< � s S 4 FT. PANEL SPAN PANEL SPAN V BUILDING SHALL BE DEVC7NED AS FULLY ENCLOSED WITH THE USE OF EITHER "OPTION A" S 6 FOOT S 8 FOOT t nto P 2 OR "OPTION B" SHUTTER SPECIFICATIONS (NOTED BELOH). OTHERWISE, APPROVED #8 WOO✓ IMPACT RE515TANT WINDOWS AND DOORS, CERTIFIED TO MEET EITHER MIAMI-DADE S,-,,,•.r-.W-BA`s ANCHOR WITH 2-INCH Ib 10 8 � � ~ OR THE STANDARDS ESTABLISHED IN SECTION 8302 OF THE FLORIDA BUILDING GODS, � O RESIDENTIAL. EMBEDMENT LENGTH �_s 11 I " WOOD ­_11- ­qmw� - In _j 0- SCREW-BASED ,ANCHOR WITH 2-INCH Ib 12 qF Is SHt rnm SPEGIFICATIONSs >-1�1eEDMENT LENGTH J%Ajw& B '&v&0wfty OPTION A 1/4 LAG THIS MUST /1 r WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF "i/16" (11.1 mm)AND A MAXIMUM SCREW-BASED #YI�J 9 SPAN OF 8 FEET (2438 mm) SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- ,ANCHOR WITH 2-INCH 16 16 16 ON JOB SITE FOR v�1� �_ KBO/ I4/BV ,AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT SO THAT THEY SHALL BE E1M5EDMENT LENGTH f3UN6ALOV4 0� .ATTACHED t0 THE FRAMING SURROUNDING THE OPENING CONTAINING THE PRODUCT I FOOT = 304.8 mm., I POUND = 4.448 N I MILE PER HOUR = 0.44'7 m/ # HOME � � �°,� G�GAG® BY WITH THE GLAZED OPENINGS. PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE 51: I INCH = 25.4 mm, I ANCHORAGE METHOD, AND ALL REQUIRED HARDWARE SHALL BE PROVIDED. A. THIS TABLE I5 BASED ON V (ASD), AS DETERMINED IN ACCORDANCE WITH PERMANENT CORROSION RESISTANT ATTACHMENT HARDWARE WITH ANCHORS - _ PERMANENTLY INSTALLED ON THE BUILDINGS SHALL BE PROVIDED AND DESIGNED TO SECTION R301.2.1.3, OF 130 mph AND A 33-FOOT MEAN ROOF HEIGHT. 7ff� RESIST THE COMPONENTS AND CLADDING LOADS DETE1011NED IN ACCORDANCE WITH B. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD LOT 163 V TPqO 4/13/15 THE PROVISIONS OF THE FLORIDA BUILDING CODE, BUILDING. ATTACHMENT IN STRUCTURAL PANEL. FASTENERS SHALL BE LOCATED A MINIMUM OF I INCH ACCORDANCE WITH TABLE 8301.2.1.2 WITH PERMANENT CORROSION RESISTANT FROM THE EDGE OF THE PANEL. ��° !!_ ! !! ,ATTACHMENT HARDWARE PROVIDED ,AND ,ANCHORS PERMANENTLY INSTALLED ON THE G. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING ATLANTIC BEACH SOU I I'`Y CLUB I/4 -I -O BUILDING IS PERMITTED FOR BUILDINGS WITH A MEAN ROOF HEIGHT OF 45 FEET (10 058 WITH AN EMBEDMENT LENGTH OF 2 INCHES MINIMUM INTO THE BUILDING FRAME. NUMOM mm) OR LESS WHERE WIND SPEEDS DO NOT EXCEED 140 MILES PER HOUR (58 m/s). FASTENERS SHALL BE LOCATED A MINIMUM OF 2 1/2 INCHES FROM THE EDGE _` •M OF CONCRETE BLOCK OR CONCRETE. ��//''�� �,O`� 3088D. WHERE PANELS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY PLAT BOOK 611 PAGE 154 `® �G ____1 SHALL BE ATTACHED U51N6 VIBRATION-RESISTANT ANCHORS HAVING A G� ' MINIMUM ULTIMATP WITHDRAWAL CAPACITY OF 1500 POUNDS. DUVAL COUNTY', FLORIDA � o�s� �y - I G Z® >�,�, OPTION B .z C:I R, X60 APPROVED SHUTTERS CERTIFIED TO MEET EITHER MIAMI-DADS OR "� 0F, ��. F.B.G. IMPACT TESTS. SHUTTERS MAY BE ROLL ,.FOAM• PANEL, t 11 I ACCORDION OR OTHER APPROVED DESIGN TYPE. V Al�GJcJ�` 1`Q OF 10 � t3 PROWREAR> OT GO g RI6W-OF 4AY LPROPERTY DRAINAGE AREA OF LOT = 14,410 S.F.COMM FOOTPRINT OF HOUSE = 3,205 S.F. g OF A HAY t3 ' PERCENTAGE OF C-OVERAOE TO> �- = 22.24 fit ARB 4 CITY ❑ sm5 4-4n EXIST. CONSTRUCT J , g CURB 4 6UT'TER 6RADE 6'DEEP(HN) ROADWAY W/6=155. b-O . EXIST SWAI.E FRONT OF LOT DRAINS REAR OF LOT DRAINS u! I 1 TO ROADSIDE SWALE TO SWALE O b b Tp*r?. "B" LOT 67R�INC LL REAR YARD SWALE o Z cl, o H 0 1 II N 0� 35 43 268.431 o a a. a 120.00' TO EASEMENT --- ___ _--- --- ---- -- -----------__--- -- —__ __------- a O I P4 I A�SiuBA3�ftIER `� I I r FZ _ -, Ll 4'-0" HIGH WD. 50REEN WALL ---------- A/G ; ' DUM TSR W cQ \ , I \ I I I I------------ I I I I I I I I moi~ -------------- I L - U------ I y ad i ( I i i i i i i i i I I I i i i i i i i i l I ' � I I L I -----J FORT-0-L>rt cQ L -----J -------------- ------------ I I I 1 BI 'I el QI I I to ------- JIIIII iI J�iIII IIII I11[11TI11 1 _1II IL—___J_ --- iI ........_._............ _... IIII ------------ - ., . .:.. .....................>:.::FRONIILL T ---_, J -------- PORCH ----------------- � ----------- --------------------- I L------ - ----- - ------- r---------------rI . . iW,:`:;•W•—y.`..;;. •—W`—i W •Wy I,1. •.���.-, Py my — DD 1 RS REAR r------ --s— — -I : PPATIO ---------------i L----------------- ---------------- - - -------------- zfz i . �,. .' i` i.. . .�.. �. +.:iW"..±•y.am+—•,Wy•,-.—�\ y.. + W y �•s--7—. !/ _ ; a a .:� wtio ` W \\ \\\ \ .. .....:..rLClL ._......_......... .._.... .....:................... --- II'--' . yyWy . WLL W .: yyLW ; y y.--.4W ' . . =.. A , FIREPLACEF71 . . ............... ......... ..............r ............... .............. . ............. ...... ...... A/C 5 B.R.L. 4' ° HIGH WD. 50REEN WALL SILT BARRER Lu �< J.I MAGB�OX❑J N 0q0351431E 255.581 120.00' TO EASEMENT Qo 201-411 i� G°6Os�2 .scaLI� auD —� K�m BG4�Vv//b13.. H ' � Y kA CsTWO STORY RESIDENCE MAIN FIN. FLOOR 10 TYPE "B" DRAINA6E LOT 163, UNIT TkgO MAIM Ews F L A N ATLANTIC Br—ACH COUNTRY CLUB C+Wow EW,ATLANTIG Bt=ACH, DUVAL COUNTY, FLORIDA PATE, 50ALE 1/4 = 11011 I 101-011 sv wG� M NUMBEM 3088 vws NOmA2 10 VE or III E 0 IN MHOSIMM REMEMBER rr 289081 %RM MOMMIRSOMIR mgm m W,WA �4;41 6 4�ImCmlmmmmlmlmmmlAtmm �'� �■ ■■ SOMM EMS? RUM21M NEWSROOM 3 ! 3 ' 3 � � E 1 � E i � � � j �alaan �_ � '� '` ! #-kin WS mmmmwm m ammmagogm NUMMAIMORMO ------I —I --- MPAV11*11,swill, 630 �iiiilililil� iilY111W�iiiirilill. ■ Rm i -1I :I I _ ■■ ■■ ■■ Bf# MOM Mom � �t �' / , ■■ ■. - AWAVARROMIM OMMUMOMM WOMM 90-sum'mnm woommma RTMEMM —omwam mosim smsmmg&lm MENWOMM fsmkmlmmm loll, I I OWN IV MONSOON fwmm om w In 5 M 0=fma=mmmm SOS mmo ORMSPROM Sim ff= tm MOMMOR om mzmmwm Wo MR RUM fma Wmamin Me Ammm 63011 sm NORMHOUR ■ ■ Mom=&Mo an MR WIN AA1 ON &HMMM on Mtn Mal ISO SMS lsioRROBIRRER;s offil om HIM SHIN lommomm -om fan mum sma. OM wmmmfmum Elmogno gmm=:= �1�11a63samEAB0v00emm� MROM • • I r■ ■ FEW MOM "Mile Wil mom --------- -- ......... ME me`GPaAmmi -. F at =I^ a31i9pmolpj I pio:*A A Q I Z, LFZ&I* _11-AM mom Hl AWSKOHMMORM181 BROOM MORI mmomomi } Pae�amammmmmmam��xoat t E I \ ■■ ■■ ' ' " a ) mmammmm Rm"M kow"W RM SO01 as M m tom__mmOmmmi omm RMRH MUM&MMOMMMUM mmam MARMAIS =mmusmal MOMMEMO NO mma WIT awamammm OHN MMUMM E awmamm 11H, MR= IN 1011002100110001i 3. mummm W&WRISM 11MAMAMUmi -_------------ p8mom EMEMA - - - ----- - - - - - - - mmmm WINE WmiSMR umud I------------I------- am MUS awsmom RMS lmwmgwmlm ■ a- ■■ — ■■ ■■ 020"'Mm mmm ------------------------ 11_P;Lf-71"A k,som-Y,A gat -- mm Ash AA 1g$0105mam om. N$PORM SAW= MOM XmMM am WMMAM gamoms ---------------------- 601maAmm 6ARMFORM . . . . . . . . . . . . . . . Ma"SCO'C'S, m MEANmmmER mmmmm_ RMMMMS MS E�m Ew�mm H 111111111111L, w=MM Nil bill tl I �I gal g19V BRACXET 12 a � �+� 0l1 — T 1� 1�11�1 5 >i i[SS'5 ;:; tiiii.,,^,...:.. V ■ Ei FiS.`i:: :;Sr+.::`: i>.:i:ii:::i:i fSi iSi2> :::Vii::;%:i 5:;:; i D ; 4■40 SPHERE o �i BALLUSTERS O O AS SPEC. I 00 STARS � I v 12 SPECTIS MOULDING v' Mo 1035 EREAT ROOM 16'50.TAPERED x w i� --------�, FIeLAW COLS. a O FOYER I I = � a _______________� _yam O O Ib'50.TAPEREDOPEN om - r-MER6LASS COLS, r-------------i ---- 'Z r--------------I --------- =========j CAST STONE GAP G.M.U.PIER w/ PARSE GOAT 5=00 I I I r---------r----------- ------------- HIP.RAILING H POST AS�SPEC. TA w 0 !5 !5 15ECTION D ArAi SG : 1/4"=I -O" o � cQ an rh 0 0 �J o � rn 12alo I 4 � c avd W i VOID VOID 12 a EO GAS 1J8' j 4DECORATIVE HOOD �� AMEL.IE KITCHEN HOOD�4,gpc{ a a tl- http://re�w.ourocastdeslcp�com Q �. >. . a� OR A5 SPECIFI® m . . _ a 12 6RE�tT ROOM -EL - -- - - _ T.V.NICHE SIZE I �I L: t DEPTH(i'BD) a O 20 fiZ &A,kAOE - OPEN FIBtRE,LTA56 CaS. oar I I �� I' i O I [10 110� � 196'6rA6 RIVIEE ��7 -------- f OUTDOOR FIR17LAM IA— OPT R 0 15 15 15 E G T 0 N IONAL E3rE3 50ALE: 1/411=11-011 LU 0 i LU A 2'-3• V I 4x4 CEDAR X 3 d1 It 4x4 CEDAR ~ 0 4x4 CEDAR zI\i ry TRIM DETAIL 2 TRIM DETAIL 4 SCALE: 1 V2' = 1'-0' SCALE: I V2' = 1'-0' a /bH/BY SPECTIS MDIOZS SPECTIS mlo35 GI$C.IQW Iwo . � 4113/15 1/411_11-011 .10lr3 NUMB e■ 3088 TYFBRACKET ��4DETAIL ° s o SCALE: 1 1/2' s I'-O' 45 N�' =z A4 10 or- A -11_/111 I a. 5'-2. --q f 11 51-011 S I ---Q---z-------------- , a as 8, I .tel-Y 1 p I I '"2 6'�° X21-/1Y if l_/1Y a� - r---- — ---------- — --1 I I 1 2'-b° 2'-$° ri ✓-Y i-V ill 10 I I I (?� I I I I I I I I %.0 b' AFF.® 1 1� I I P. I I I I L-------- J I I I I I I r I ___-_- - Y T T19 II - -- I II I - 1 r--1 1 g - I I h I I I I I NICHE I 9'-I I/8'GI=1L. m :.I;:: I I I I I I ill 11 I I = (2hl x bb. 3'-h•GII yl_ 11 . 131Y ,'t;. 1 1 N I N I I 1 . � 1 1 I I S 11 g !� tat I I II I I a I : 1 I I I I 1 � .. I I I 4b' ANITY J.J�� _ I is _ _ _ ___ _ __ __ I -dryb H ___- --_ _=-I L _ 2046 6. W/G YLT.GEIL ( -k ( I + I I O _ __ ::;> -_-_ --L---Il-----�L---L = HD. -o I I I I I I f -f -'t - I � F 8'-I I/8'TO 9'-) V8' i � n II I I I I I MIR dJ t- I I T. :: I - il I 1 I I I I 1 r 1 �� o I L- `t € I I,r I,a Ira lu Ira Im In I,a I t� 1 1 I I L----------------� I I _ L-J _ = I I 1 I 1 I I 1 fa I I I g Vs H I I I I I __" 4" _ i i ....( : I I I I J I .: : ., ... I I S I I I I I I 'd' (2)2620 f rt :.......I...i.: b h 7/ WALL 1 I I I I I I I W.0$'-0° i i i 1 1 1 i i L._.... `'>:»»»>:»»:s»` >?»?» »?>';":.I : I I I L-----. I I I �,._. , .. I I II I NGI = I I .�B1r'.2xJ f ------- a I -y - RD.ISH. I I I I l r ----�\ I I I .:, �� i i i i 1 1­1n I I I I I I I I I I I I I I I 1 = I I I I I I I I *l i '* I I I . II II I � 1 I I I I I I I 1 1 = I 1 1 1 1 --�{-1 l-�.-- I 1 1 1 ,— ,— I I I LYLQ_L `-— I I I I I I I I I I I I I I I m I I I I I I I I VLT.CEIL U ALL EXTERIOR WALLS ARE 2x6 EXGL'T AS NOTED U II II I - I 1 I I 6-T'T/8'TO 1-_-i 2,)ALL INTERIOR WALLS ARE 2x4 EXCEPT AS NOTED I I N -_-- I I I I = TO 9'-I I/$' j I I 3)ALL WALL THIGK?r 6 ARE ACTUAL 2x4=5 1/2 Z J r e e a a a ——————— -------------------- L L---------- ----� 100 % 2x6=5 I/2° 2x8=7 I/4 L----Z______________ ;..;:>:..:::;:.>.;>.<..:......::;:.>; >::::::;: °,ETC... --- _ ........... - ------------------------- 1 ----------- 94 ­_1 I I \ I 4'ig�-.] -I 1..... [ 61-$" 3'- I l$1 ° 4) THE SIZE AM QUANTITY OF ALL EXTERIOR STEPS ARE CO110 0 F---I i ,� I _ - I I TO FIELD DETERMINED BY OTHERS. I °D 0 1--d I `� ,'� I I I 5) ALL PLATE AND CEILING HEIGHTS,ARE TAKEN FROM M C 1 � \� i', I 4 OPEH TO 9'-I I/8'GEIL -,,�' I I = (TOP OF)1 IOUaE SI.AB/$1.OGK. ` \ i' 6TH1 K6 -� b)VERIFY T#E KITCHEN AND VANITY LAYOUTS WITH d,' . i I I 61 i ' � THE DETAILS DONE BY OTHERS. m I I I ------ I - , S . 0-1I �. IwOI I I j v ALL ANGLES ARE 45 UNLESS oTHEw^usE NOTED. I , I I , I , , I = I I ------ `" -L- $)ALL IxTERJOR AND EXTERIOR FLooR STEP FINISHES �� ;D -I I - r ' I f +------ jX SHOIll I _ 9'-I I/8'GI:IL. ( I `H SHALL HAVE ANON-51.IP FINISH!TO MEET I I I I I j I I I I i dJ F15.�8'-0'AF.f.® � r el i ASTM GI028 STATIC COEFFICIENT OF FRICTION MIK OF Ob. w w Q I I I I I I I I I �. i N DE WINDOW GUARD cy I I I I I I I I I 1 1 -I I � 2'1 tt - .qY - �` 9) ALL WOOD IN CONTACT WITH MASONRY,CONCRETE OR EARTH I I I I I I I I I I I I I7--� 15'-9" SHALL BE PRESSURE TREATED APPROPRIATELY FOR THE CONDITION �' I I I I I I I �� I I l0) T 6LA-%TO BE I I I I ___ lv- I 4 pXlD I % I I TEMPERED I I l i I Ili I l i �- --1 1 I �,, I \ i I I I = 11) EMERGENCY ESCAPE AND RESCUE OPMIN66 _ 12) G LABEL -20 MINUTE I I I I I I I I = I I -----_J L=__--� LtiOR IA�-(I / I= I I TT I I I i t I I I I ------r --- << YV/G , 15 - .I I I I I I j l I I 11 - I I JIB �- m I I IL-1 I I 1 1 I I I I I i I I I YLT.C.>:IL I I I I I I I I I I I 't-6 5/8 TO I I I I I L I _—J I I I I I I I I I I I I I I I I T09-I V8' I I I Ill, I I I I I I I I I I I 21 mil I I I� I w�� I . 54111 T II 1 I L� ---------------�� I I I ::< I --b="i'f/8'TO I H I I I i' , `� `� I I I Iri # N �I I I I I i , I I I I TO 9'-I I/8' I H I .. y�,�L�. , ... I I I i i \ I I I '-$5/8' `_III : ..1'::.: RD.�SH. I I I i �� � I I I I I I� i .I:: ' I I I I I I n I i i I ......... - .:.: SEOOND o h"�I i I I I 1 1 FLOOR. L-�---- ------------------j K / �� `y--r----------- -- --------- I I I ( I� I - b 1,1/ I?LL I I I I ___ _ __ �J I I I I III 1 I ( 1 1 -------------------------J -- ------1--- --I----- ---- _ . r�------ I--- ----- - � I I I I I III ` I � ( 11 I I 11 I I I I I I 1 II TI ______ II I I I I I L----- -- -� L------------- I 1 III NL I I 1 1 TI I I I F L A N .. ,::: I 11 -----I----I---- J---J--- ---- o L_______J _ I 11 I ' :..........[ :,. ::, I I I I 2x6GONSTFWTION >::: II < : to I I ! L--_-- LL I I I ;:.: . L-_--__---- 0 . >� L... � � ' 1 ;' 1 I 1 I I I ==cv 20 3/4'FLOOK 5Y5Ta1 c��t r-----i i o L ;_ '! I I I I I I o eU+SALoW ELEVATION a� 1 a,>> I VLT.cE1L l 11 I I I I 'd I 1 1 1 8'-I 1/8'TO 9'-�1 I/8'- I I � o .....I.::::. ::: I I I I I I 11 I ;:a. , 11 1I II a I 1 1 I ;>t I I H v «:: <:: I II rA 0 :::: 1......: > J L I I t 04 Z :::::•:::::::.::::::::::.: NOTE..A.. 1-4 FD.06 AF.f.® 1405.13.2 Window sills. ,� I •n 31 �I.pY `.11}Y 61�Y ¢1_/•111 2111 C M „ ( �1 v -/�/ In Occupancy Groups R-2 and R-3,one-and two-family and multiple-family dwellings,where the opening of the sill portion of an operable window is located more W $-I la� b,-6,1 13'-611 46 Vr of V_ 51-0I, 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 33-I I� Y fixed or have openings through which a 4-inch(1 02 mm)diameter sphere cannot pass. Exception:Openings that are provided with window guards that comply with ASTM F 2006 or F 2090. �4 1 1. V-i-/ilj '_&. '— ri' n 26'--4q ' n. . a: e 1 3'-IOC° 10'-2' 31_311 q,�ll 101-l" 4'-1011 -rl_�I, . 5'-I I" ter,_ II'-9' p>'.b= 2'-"i " NOTE . �. C .... 5H. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE ss •e 'AFP. WALLS, UNDER STAIR SURFACES,AND ANY SOFFITS PROTECTED . >:.;::.::»::::_: 0 ...... y..... ..:....::.:........:::::::::..:.....:..:;:.:.:.::.:.::::..:»: ON THE ENC4 41LOSED 2660 ® 2660IV .: :. :..: :.:.::.:.:.::...... ' SIDE WITH 1/2 GYPSUM BOARD. = F$7.o 'AF.F. W.i 'AF . � HP i . ;� : 0, :::::.::.:::.:::.»:.:::.:;.: i- k: _ _ 4b'H SERVICE WALL f of PORCH £~ >::>:::::: 11B W/G �i g � LINE OF 50FfIT ABY : : 5H - ' 20 0 20406 'AFP W.00 8'AF F m 4 AGE . . . m W. f FID. _ <; = WALL LEGEND ►c. <: m .. �" i'_4' ........ ................. : - 114 MIR _ 51 1 ° �L I� d3 SEAT r 5X SFILYS _ . 9 -KV F « ` RAME W - �"2 W/G ® LIMBI I ALL dJ ..... IT �� 48'VANITY ® of 2 :..:: : own 2880 LI_211 10-I i/8 GEIL. $I_5 .II _`r �.� CU �- - N i ` 3'- ° ?'-7 ' = ry 1 11 . I (7Yf'.a PORG}+I --r t : , I: 2060 51 I. 2060 51 i. ` T 61 T BJ4T�1 13_5� � I _�' SofF o 8' , FID.a AFP. .8 AP.f.FID.0 8 P. IT ----- <`; _ . - 1 11 36'FI.RAILING(`11'PJ y : - ---- - : -- �3)3060 5H. = i wv ucn 10'-I I/8'MIL. I Q Z.0 8 APP. O!'jl`IL I� 13M ISM. ,yD� 5- Q 5- I i - - 1 IF r- to-I V8 CEIL. MIR ® I ... , _ ::.: _ :........................................................ SOFFIT >:>: - dJ 20 SQ.G.M.U.PIER w/ +9>: III ,Ia ,la ,I! ,,e ,,e ,rr ,fa I . I(1 1 _ :ii..i::iw::i:;::}:?ii?i:v'-e:..i:nN:ii::L.Ji. .:::::>:>X?:>?:P::P?S{vri:ft[ 1 - _ A �+ n ® PARSE GOItT STUCCO , IN. e�/ Ad. I I I fy I 10-1 /V GEIL. — ..................................... {{� Y:s:: IRVASH. I 'X.: I I I 1ST U I i4101 - :.: .::. C I .............. ............ .... I I I I I I I Y I I II -----.---- IF ;:::•::•:::::. I 1 I �,r R I I l MIN. DOOR RETURN I'1-5a� 3 h I-1 41.$11 5'-I I° ----I 2 I i i i i i _ 51UD1t' / D'-t 18' L. e 4 PLGS _ I i i i i© 16,sa STYLE ili.: I I I 1 , 1 I :':r rLi�J$ TAP1.�V/� 1­1 ..._..... I 1 I - _ I I 'tE. W/PT 6x6 POST -Icv �I/�► e ('TVP,0 4 PLGS� '� - _ 10 I I/8 IL g L - V I I I O 2880 - ,4. . I - I <: 5 Fr 1 p. _: I I i I 1 I ..................... �' .:f V 12 12 »: - _ . 1 • 1 I I I I 1 1 .>.. - t` I ::I I 10-I GEIL. " I I I I I I OPN'6:' RD. SH. it NOTM .' I y,' :..:. I I I L 1 LI - _ - I .> _ Ib'-2 = I � - .._...... _ " 0 1) ALL EXTERIOR WALLS ARE 2x6 :: 0 ,: r-------_; ------------- :.—� I I ... i , I I I 1 :::..: ::.: UP -KV ----- - _ r I I I ----- -- --- I I I I I I I I I ;;;:: EXCEPT AS NOTED RD 1��H. . I I > :. u c REF IQ -- ----- :>;::.: ..... ...... 2)ALL INTERIOR WALLS ARE 4 I I 2x EXCEPT AS NOTED I I W. —({�. L—— ——— i.: — — ————— I I I I I I I . _ - 5) ALL WALL THICKNESSES - II -.'----,-- :: -;- -- 10'-I I/e GEIL. - GOT - ARE ACTUAL 2x4-3 I/2 I q :: ----------------------- ---- 10 4 RD.4SFI. _ _ a r .� e s a a fl N. >, 2x6-5 1/2 2x8-7 I4 ETC... I IF 5OL30 II Y� 10'-I I/$ GE I 1 ------nLU '` 2880 lo'-I I/e'GEIL OR STNS ARE11 4)THE SIZE AND QUANTITY of ALL EXTERIOR 4 n I r�_-I� I ; __-_-____-- ' oPH'G. �', ° 388° I °I II I , ® PLus 5 = - To HELD DETERMINED BY OTHERS. 11 ® I I ' ` i 4-0 OPN'S. I I = Q ° 3'-111111 I_ . I II I — 7— .�I I I LL_____�J � F— i t b-8 3 5 1 n °' ARE TAKEN FROM Ill 1. L----, 11 RET.II I ----------- I - `` �\ � a /i/, I I I 5'-101, I , -�� 5) (TOP OF)HOUSE SLAB/BLOGK 9 % I 01 . I LIQ= J- 'Y 9-_=v� __ J �� ��\ ,��� I I 31� Y - 1 YI I :i = i b)VERIFY THE KITCHEN AND VANITY LAYOUP5 WITH O .;:: 10'-0" 4'-$' 2° 12" I OPTIONAL SUMMER KITCHEN € `� �, I 5' II 3' I I 1- 1 T� I 11 -Q _. I N THE DETAILS DONE BY OTHERS. : in : I 32 505 BRILL s `�_ ____________ / I IX N oPN'G. 1 -- --- _ _ 7)ALL ANGLES ARE 450 UNLE%OTHERMSE NOTED. = � I- - � i I I .._ ..............................__..........: .:>.:<;;<;::>::::..<...'..."..' ::<:::>::::::;;: <:::::;:. _ 8 ALL INTERIOR OR y ® ) AND EXTERIOR..... ;;>;:>:::::.::.::::.>:.::.;' :.:;.>;;;:.::.;;::::;;:.::.:::.;;;;:.;::>::»»»>::>::>:<:;.: FLOOR 4 ------ S - _____ Y � TEP FINISHES 11 4 N I i I I 1. . I .:L_ I - - --------- ------ - - - 5x 5FLY5 SHALL A 0V . ------ ---a - acv HOOKS r ___-----_ ASTM GI02$STATIC�GOEFF CIENT OF FRICTION MIK OF Ob. BENCH c� L .1, :........1....I. _ I I l-== I PANTRY 7 I `� CONTACT WITH Mr450NRY,CONCRETE OR MT14 . ALL WooD IN yLT 1, I I .: I I I I 3; b• SHALL BE f TREATED APPROPRIATELY FOR THE CONDITION Q I I II 1 Y 1 Y 1 ■ I A < o —� I.. I I I 1(l.T. I I ' I I 2-3 4-4 3 $ 4-5 : _'� _: _ 10) T 61.056 TO 8E TEMPER® — F I 1... I i -- I I I LL__= U1 I — i. . . i. 11 1. : : I I ; ) Eh�R6H4GY ESCAPE AND RESCUE OPENINGS I I _ I .. I I I a I I. - I I T Sx SFi.YS 10'-I I/$ GEI A - v I .r �cv I I I _ 4 1 _ © AI 12) G LAL -20 MINUTE q- Y Y I QO�/�I —a UT I1. I ffr�IV..ItT 11 1 1 i 8 I >: r - _ � � 6!"�IV"tt7L = 12 12 I - l: I - I STEPS n 10' I Ve'GE d� — 1 10=1 IIS'CEIL ® ,: L....L.. I I I I I > C - - ::: 0 1 VAULT FROM 10'-1 V8"cal. I I : I _ >: »: IL -_ I I < � PLUS STEPlIfOWr PLU5 STEPDOY N l I w/BEAh15 I - - -- -- -- -_J <<;: I 4 I I 11 I r ---- - ATIi n 11. OPTIONALI it 0 %Q I I I F--- -,--- L-- --- --J -1 .::: 1 i ....::::.::....:: ; .. ;• -- -: <:> I I I I `" Q ., . .... 1vc AREA I I i: ' I J'1 I;; _ A TABULAT1 Ole! "' v PAN ER F AM ' I .1......... I I I 1 l'RI`L 1 = �... - I I = I 2,-O�° , ::.:. _;I ' .'``. ..: ';:: :.-- -------- J I I �CITG '� I 11 I W I to-I Vs u.. Q --------------- t'n 1=- - - -- I'!-9 � \ 11 :: III 1 FLOOR 2217 10 -- 1211' 13'-2 11 1. 'F,/��- �° � :t\ I I _ 12,_�° (r I 2 9 111 _J -il_ II I ,� C4 Q SEC-BOND FLOOR 871 — _ _ i F 1 ri/BEAMS I 11 _ - -Ila ,_-ru r- :. :> % 1 i',�/ \� \�� I I 36' RANGE I �I I 1 I D. II if ?; I TOT,4L. HE�4'TE� 5088 e: D T �� I I `r y,� 1 III II :: ::1::::::::.....:.... ::::. - -icy rz�w - ------------------- ---' ',� F6A5WOODBURNIN6 -- ----- -- -- ---- --J LL --11 ��� �i 1... Q I n ® a. ..I..... fIRE�'1I- \ > . I I :­W. :�'.:�: I" ...,...1...::::::::::::::::::::::::::::::: ENTRY/FRONT PORCH 153 :. _ : 5 REAR P _ `:: i 1 2 1:.:. = ORGH 276 :.to (2I : : ..::;:::::.. • . = 3060 . OFIG. ;:: i 2 GAR 6 _:.::. :<: -Kvto HD.e I oHG. .. _ Q ARA6E I O. 8'AFP. APP.- 570 OHG :::: _=1.. `Q _ :.:. .........:....:.::::::::::..... ..... .::::.::::::.....:::::::. :.:.,,:.:.::.::: < • `Q h �� :.... ...% .s ......111.1—...I.....I.—.......I_. . ...' ill tr DRANK KSG/bH sH. 20QSH. 4 /�V HD. e'AFP. &AFP. % :: 1 TOTAL UNDER R00F X1087 = ... Q 9080 _4 Gf�GF® BY. i ... . :. - _ _ Q - 1 — —]Is, :><:;_ `0 DRYMveer.. --n --- ----------- 4/15/15\V- n A.G.GOND.-I 12'-$TO 51 Y ry Q N SCALE. „ , , r 4 =1 . ..........:............................... / -0 SH. SH. .TOB NUMBERa %_\'_�j 4�81i��WAt.L -�(`1 FD. 8'AFP. HD. 8'AFP. 04 61-0 QI-/1Y _},-$. � gl-""!° ¢I_-}Y 3'�" 411, y1 Y I�,-^B O ��`O� 50&5 —] I Ill ✓-V 1 ✓-T LLL ✓ 1 -V o ` F I R 5 T F L o , �p G� �� 7 . I I Ib'-$° 12°it la'-3' II�' b'-7j' S1-00 b'-4�' S1�11 171-V• $'-o° 11'-0° $-o° � O`Jc�'� ,�5 21-0Y 14'-2�" • -,.It I$i-0° _. 23'-5' -'1_fl-0° F L A N �� OA G A6.. /O i�Ip 1�/1 I II -. 51-011 2x6 CONSTRUCTION O� �O� Q�`� , $a--i 20 5/40 eUN5/0 MOMrAMTITW G �g5� Q` I I A5 or O - I -_ , I �_;�L.�,"�',',.,":�'," . w 10'-1 1/8" PLATE o/ (2nd FLR) 1'-8 3/4" FLOOR 5Y5YTEM o/ --------- -- --- --- -------------- q'-I I/S" PLT. HOT. (Ist FLR.) 20-I I o/HOUSE SLABBLK g LIE of FIRST FLOOR BELOW � � I (DETAIL "A") 1 1 I I I 12 ROOF VINT r---�--—1------------—�--—�---, I I I \I INTERIOR BEARING WALL OR_ I I --- RAISED KNEE WALLS FROM FIRST --- L--- l2 T q BOOR BEARMs WALL ---- r-- l 2'-O" I I FALSE WAIL"FRAIL OVER DOUBLE h�ER5) ri L Q I I l 10'-1 1/8" o/HOUSE 5LABBLK i i i W i i i I I i t I ®`J`• I I I I HEADERS-EN61NEER To VERIFY � " TRUSS (DETAIL ��A) N i i I I I I BEAMS,DOUBLED TRUE M,OR 61Rt7BR MISSM BY r I I I I I a:12 1`'' I I I I 1 OTHERS-PER MANUFACTURERS SPECS T3 H -----L---Sr -------J I a:1:2 10 I I I I ® STEM RIDGE -- -- --- ----- --- --- --� I 41 I I I I I - _ CO CONCRETE LINTELS �'-1 1/8° GEIL. I I ` T3 0 `------ I 2X6 WALL • STEEL POSTS I I tD I I I I I I I Q I I I I HOOD P0575 Q'-I I/8" GEIL. i`� R104 i �,USED RAFTER I I I I I I TAIL#2 YELLOW PINE ROOF JOISTS OR ROOF'TRUSSM BY OTHERS KNOTGH OUT 3/4'FOR T46 -PER MANJFAGTURERS SPECS n I I I I SCAB TO TRU�a6 I I I I I I I I L L a"G JOIST,OR TRU55 HIA NSER5 I I I I I ---------- _ II II I ri N I I I I a:l2 � DETAIL I I I I I I I --- -----------------------------� ----ZJL-__ =-=IL ----------JI----� I ITYPE p —r------------------------ rte— — ------------- -� v �n I I I 1111 Lo N ROOF O ERHANG SHALL BE 2'-O' 0 H UNLESS NOTED OTHERWISE. 0 0" 0 N.T.S. (2) ROOF PITCH SHALL BE M2 UNLESS � � 91 PITCH BREAK I I NOTED OTHERWISE ON PLAN,. 1 IDES I I (3) ROOF I+RAMM TO BE PRE•E161NEEREID ao r ♦ I I WOOD TRUSSES SET o 24'O.G.. . ' I _ -1` _i_ I2 (4) LUMBER TO BE#2 OR - I --- w I a:12 1 1 l 1 1 I I IDLE I I j I (s✓) �p INDICATES DIRECTION OF z � 0 I I j l I j I 11 I I RIDGE q ` (b) INDICATES INTERIOR a w 0 a'-I I/8" GEIL. i " CEILING VAULT. I j 1 I I I n j l LA II /1 I "� CT) __-__= INDICATES PALSE WALL. �Y I\ /I n I (6) y , INDICATES 2nd FLOOR WALLS. I I I 1 1 I I I I 1 1 I I _-_j�_- _=s IAI CaSI I AR 1 r - I ATTIC I ITRU56 IjJ I I I i t I i i i N I \/ JNOTES ALL ROOF FRAMING TO BE PRE-f�MN1FAGTU1;MV I I I cv I 1 I I I I 1 ROOF TRUSSES-TO BE INSTALLED PER I 1 1 1 I I 11 I I I + I i 1QANJFACTURERS SPECIFICATIONS(UNO) I I I I I L---------------- I I 1 I 1 `J- I ADDITIONAL INTERIOR BEARM6 MAY BE REQV �--i I I 1H ! I J I I ----------_ _ ---- I BY ROOF TRUSS MANUFACTURER CONTRACTOR I I I I -----------------J I I I I I ------ TO COORDINATE W RESIDENTIAL DM16NS BY t/� KEVIN 6RAY AND WINDLOAD ENGINEER 7/8" o/HOUSE SLABBLK 2xb EXPO RAFTER W I I I I I I I I j 10MC 4 OUT 3/4'FOR T$O 2x6 -L 8 I I I I III 1-� I (DETA I L °B°) SCAB TO TRUSS r� _ I 1 I 1 I II / / _\ \\ I I I ALL PLATE H675.ARE TM EEN I ----------� ------- J FROM THE SEGOPD FLOOR SUB-fl_ -------------------------- I I �� ----- --- --- � 1 I � I I I I 11 1 � I__t I I I I - -------------------------� ---------�--- -- -----f�J I I III I I I I ----- a:l2 I I I I I 1 1 cy l Q I I I I I OR FROM THE TOP OF THE MAN I I I L--_____ 1 I (Y I I I I I I HOUSE SLABAM(FIN. J L--------- I I III �1 ,� I I I PETAIL Q' I I �--- --- --------- ----�------------------- -- I III o1 I � II I I 0 10 ----- I lli 1 � i i i �'�/ �c ;� i i i I TYPE �� �� NOTE: ALL VENT STACK,PIPES, �� I I I R�OF tHOUSE TO NOT XAISI�BLE� o o N.T.S. FROM STREET. m y+ _J Z m � 10'-I I/8" o/HOUSE SLABBLK -- --- ---- ----- NOTE: tm �O a" H (DETAIL "A") 0 /'� FLA 40 NFULL)' ENGL05E cQ o V D STT IG 1'- I I/4" PLATE o/ (2nd of NO VENTI N6 REW I RED w I'- 3/4" FLOOR 5Y5YTEM o/ SCALE: 1/14" = 1'-0" ' �'-01/8" PLT. HET. (1st FLR.) OPEN GALL SP�tY 2C`11" o/HOUSE SLAB/BLK (DETAIL "A") IN5ULLATION 101-0" 4'-b" .:r It _ — -- - r --------------------------------J r---------- ------ �` rj- T I I " POURED 1 FOR-90 t r--------------------------------- I lyy/G , III -4 4 1 1 I P�4 FI � GONG.aw G I r---------------------------------LJ�.-f li I rel GONG.GUS m w/(U5d'RODS GOVT. It II ---------� ) w/0)�5m m I II �__-_=====J II • - ---------- -----------------------------T---------- ------------ 4 ��--- --------- 1I -- --------r--=�--KV ----------- -I__ 1 I I 4: "'4 I I 1 d1 "GMU.BLOCK 7 ----- -- it ' �-- --------- --------- - -------- L I IV I I I = ATION WALL -- I I I T two°�1 - f— }---------I I I ; I _ I - / I WC, - I I T p T 8516 CONT. ( � I I I 8 GMUU.BLOCK I I [-r 1 FTE.W(2) 1 I I �.. FOUNDATION I I 11 12'DEEP THICKEN I I I I I 1 A'i RODS GOVT. / I I I 1 a GONG.FTE tit/ � I II 1 - t I ON 10'X20 GOVT. I I I I I FTE.FOR COLUMN 6'GMJU.BLOCK I I I ' ----- ------- - -I - I I I b• Ci RODS CONT. .0 t_----_ ` I t3) I I I I I (SEE EN6R DW6�TYP. 1 I I FOUNDATION WALL _ I I (TWO STORY} I I I I I POST LOG.TYP. .......................................................:.................. ON 105W CM. �=� i-\ L-- - I-�-------------- --- I I I I /i i '� - - ----I L, Q I I I CONC.FT6.W(2) \S• /} 1\5° �l ---------------- ------- I \� � � � IsIV (ONE STORY I L---------- 1 ---- -} h m I I A7 1 I i L----------- lA I I I I I BRICK VENEER I I I 16■ L-f-1- I TYP.o EA PIER 1 1 r----� 5 g1_`" I I I I 1 ICP I1 _ i ia'_6•' L__ I� I 1 I'SLOPE I 1 I I LL _ - -------j I j I I I 'M+IGAL MLAB I I I I I = I L i_____-_-- _l 1 4' GONG.SLAB W/FI I I I o/6 MIL.VAPOR BARRIER / --, -.- ---_ r----- I WELL.GOMPAGT M TERMI I I 3'-10" i I6 POURED 4 FORKED d0 I I 1 r —�j 1'REATI=D 1=111CONC _ "-, I I = I I 6 .STEPS A r 1 11 11 1 J I I II I i 5Nc I I THICKENED STEP MAIN I6-a '� I 5'-10° I I II I 4 '-� I r� �—� L-----J I -r—DOWN GONG.Fr6. FIN. SLA$ I I L L I ----- ------ j-II I dJ1 j 2 I I OPTIONAL SUMMER KITCHEN I I w/(3) RODS CONT. i n -------- -I-- I I I I I I 32'EAS GRILL I 100-0 '- - -� --------- - ----- --- � L- -- Ir ----------------- ----� I d1 ----- I -----r h J V ------------------------- I - ----- X11• N �-- I I ' I I I J I I I I I I �p I I 12'TURN D"EDGE --- I I I I I I I I I 11 I T I I I < I w/(� RODS CONT pOVREfl i LL_= I � GONG.STEPS I I I = I I NOTE: I I �` PRE-ENSINEERED WOOD W20 IGYNEE INSULATION P.T.2x8 CAP CONT. _I I 12 ROOF 1144-em (OPEN-CELL) t3 I I (NO VENTILATION REQUIRED) , L6 1/41 AP HAIRDIEPLANK I PT.2x6 SOLE PLATE W/PLATE TO 57W R-20 IICYNENE INSULATION 12 g I I STRAP e( )'OL.,V2'44d0'ANCHOR 8ma A I I '`r`-,.. TION REQUII�D) - ,. 6 PRE-ElI61NEERED WOOD I I BOLTS a 32 OL.W/2x2X1/8 WASHER u_k I MIN•2 PER BOARD.ON SOLE SEALER 8 1/4'HAIiDIEPLAIW LAP SDIN6 o/ ROOF TRU56F5 II'1■I_WOS RCS •�'1ry!`viS ti:iz�, ... .....:..•f. P.T.bx6 P05T ,r -/r'�,�„�,,,,, r`•v:,�. j;,<, STANDING SEAM ICTAL ROOF o/ ''�.�:«;�'�;� a_. STANDING SEM METAL ROOF o/ TYVEK VAPOR BARRIER o1 ''`.` _ `'s'r PT. Ix4 NAILERS a 12'OL.(MA)()o/ g 4'GONG.SLAB W/FIBER MESH I 'GDX PLYWOOD SHEATHING '` ':_- x "x '. PT.Ix4 NAILERS o 12'Of,.(MAX)o/ - P.T.2x4 NAILER /2 -: ''- e30 ROOF FELT ON 5/8'CAX PLYWOOD ;;. APPLIED TO POST I W/6 MIL VAPOR BARRIER OVER (SEE ENG.FOR NAILING PAT113tN `` SHEATHING W PLYCLIPS - /6 GDX PLYWOOD �. #50 ROOF FELT ON 5 ' , GLEAN WELL TAMPED TERMITE "'- 21_Otl "'' SHEATHING W/PLYCLIPS <=: _F_ PRE•ENSINEERED WOOD g I 2�-0I� ROOF TRUSSES TED FILL TREATED .� O.H. t.<, z:",'-<I. 12 , I I 8tl Kip SGRI�D - o-4 i" .z K' OJ•I. PmA �5 R�AFt GOVT. FIN15F®5LAB :E SCAB RAFTER TAIL ONTO TRU5fi Y' , -20 IN5ULA110N .` SCAB8 MET STRAPPING 0 EA �t RAFTS TAIL ONTO TW1F g M R GOVT. (NO VENTILATION REQUIRED) #4 REBAg �g BIEWNS,POINT `? ;:;:~Y `.,.:t,_:,-;;,� MET STRAPPING O EA. ,L::r;��':'--,--. .� ''s'a ..•._7� +;`:`;�'', STANDING � 1f; #;. .:� BEARING POINT ... SEAM METAL ROOF o/ g g •S Fri.'+-:.:a�x�r.•:�.. :t:l.. :: :"ee«>. ZE TYPE BY ENGR. =�Q--��:�>;�-�:., FT. Ix4 NAIL�iS a 12 OL. o r1 SIZE tMAX1 / TYPE BY ENLGR - •1 ROOF TONS 1.Li. V V✓ - X PLYWOOD / — Y :f ':il ':�ii ii: i P.T. G GOVT. ,::�' ;.>:.;::;.;> ............:.. .�:: 2x8 AP >. r �• .. - SHEATHING PLY CLIPS, GRADE PL IPS 4 W cL � o 4: P.T.2xb BLOCKING 2 1 DRAINAIfE _ -Otl — P — � O.H. OIL I-'U8 PLAT: -----I---------------- ;: :• � ,'; <•`: SCAB DW.RAFTER TALONTO TRUSS - E METAL 5 a a TRAPPING O EA +=Yf 81/4 HARDIEPLANK 8 I ! O BEARING POINT II II II 5 GYP. LAP SIDING / VAPOR BARRIER I— ALIJMINJM EAVE DRIP .:ki SIZE 4 TYPE BY aim II ALUy1114JM SAVE DRIP MINIMUM b MILL (x2:15 P.T.2x4 NAILER (2)2x6 TOP PLAN: TREX Ix2 l5 TREX BD. APPLIED TO P05T GOMPAGTE�FILL px6 TREX BD RIPPED r Q IN HALF) :x 3 ax&TREX W.RIPPED `' P.T.2x6 BL OC.KING P.T.6xb POST 6'GMJ STEdWALL W/ 11_8. (5)#5 BAR IN HALF) ; � ALL CELLS GONG.FILLED R-Iq INSULATION 2xb EXPO.W RAS 2xb EXPOS®RAFTER � o TAJL 42 YELLOW PINE TAIL 12 YELLOW PINE c�i ,S KN01'C 4 OUT 3/4'FOR T46 KNOTGH OUT 3/4'FOR T46 of o H 5/8'GYP.W. CQ 4'LANG.SLAB W,FIBER MESH D or #—^ 5HOWER DETAIL 5/6 GYP.8D. bob T46 BTHK EACH RAFTER TAIL I q W(b,MILy VAPOR BARRIER OVA � �E ' �� Ix6 T46 5TWN.EACH RAFTER TAIL LUMI LME 1?.�P o)� � TREATED FILL TERN7ITE � 50ALE: 3/4 = I -0TREX 5/4 55 NICHIHA TRIM FRIEZE BD. (2)2xb TOP PLATE 5/4 5.5 NICHIHA TRIM FRIEZE BD. (2)2x6 TOP PLATE Qxb TREX BD.RIPPW 0 � ^ IN HALF) E�v�pVaW�RAFTER, R 14 INL5U.ATION R Iq INSULATION TAIL#2 YELLOW PINE VAPOR BARRIER— KNOTGH OUT 314'FOR T46 x �+ MINIMUM b MILL- :»»»>` `. — a p, 0 III III ! i 14 T46 BTWN.EACH RAFTER TAIL F1 I I III 11 ( I I 81/4'HARDIEPL"LAP SIDING o/ I/2'GYP.WNW (7'EXPOSURE) 2xb STUDS o 161 OL. T TYVEK VAPOR BARRIER o/ 5/4 55 NIGHIHA TRIM FRIEZE W. `J IP'COX PLYWOOD SHEATHING R-Iq INSULATION 811 (u r5 RE3AR GOVT. 2x6 STUDS O 16'OL. SEE ENS.FOR NAILING PAT IEW I/2'GYP.BOARD J S 6 V4'HANC RDIEPLALAP SIDING o/ z T1' I GSL. S GTI ON @ R-Iq INULATION R Iq INSULATION Y� BARRIER o/ - 6ALY.METAL STRAP SECURE TO 6 1/4"HARDIE'1.AN�C LAP SIDING TYVIEK VAPOR 0/ 1/2"058.PLYWOOD SHEATHINs a■/ Y I G GOUT PT.2xb SOLE PLATE W/PLATE TO 511 PLATE 4 STUDS.(SIM of SPACING l7'E _ - A5 REQUIRED) TYVEK VAPOR BARRIER o/ -I� (SEE Erb.FOR NAILING PATTERN H STRAP o( )'OL.,ItZlixl0'ANCHOR I/2'OSB.PLYWOOD SHEATHING SCALE: 5/4' = 1'-0' BOLTS O 32'OL.W/2x2x1/8'WASHER WEEP SCREED (SEP ENS.FOR NAILING PAT ITRN 1/2'GYP.BOARD b 1/2'GYP.BOARD MIN.2 PER BOARD.ON SOLE SEALER �5 GONE W 5 5/4'T46 PLYWOOD FLOOR 2xb STUDS 0 16 OL. 24 STUDS o I6 OL. ■ i�::L?::::: ::;:. �::ii:::�:i:i:::.:k:ii:.i:.i':.iii:?i•.�.i:ii::••+..::::::::.:::::::::.: :�::: SL/� n — I/WE12 4 �7NI�G.I�.1/ ■/4 HARDIE'I.ANK LAP SIDING 0/ H (`I EXPO TYVEK VAPOR BARRIER o — `+c:i%iif ,.......,.._....,.......- — ..<:�:. OSB. : ,:.� -:::::-::-::::::r:::>..:: PLYWOOD SHEATHING SEE ENS.FOR NAILINS PATTERN) R+IqINSULATIONT�R-1q INSULATION CQ 20'EN6R 1R1JS6G5 th o 24"0.0. PT.2xb SOLE PLATE W/PLATE TO STUD PT.2xb SOLE RATE W/PLATE TO ISTUD 11 I I I I I I I I (—III ! I I ! I I---- 5TRAP O( )'OL.,I/2'Oxlo'ANCHOR STRAP e( )"Of,,V2'OxIO'ANCHOR 0:51 � ! I ( I I ! I I, I H 2 PER BOARD SOLE SEALER MIN 2 PER2BOARD SOLE SEALER , a+ 0 4'CONG.SLAB W/FIBER MESH —� I I—III— mad W/6 MIL VAPOR BARRIER OVER VAPOR BARRIER CLEAN WELL TAMPED TERMITE 11-011 6" L MINIMUM b MILLca 4 GONG.SLA{3 W/FIBER MESH 'Z TREATED FILL 4(4 5.5 NICHIHA BAND BD. W6 HL VAPOR BARRIER OVER j•E�L ROMPED TERMITE 4/4 5.5 MiCHIHA BAND BD. (3)#5 REM CONT. 11-•6' COMPACTED FILL WETS'SCR TREATED FILL WEEP SC .0 f•--i 5/6'GYP.BD. q5 REBAR 45 REBOR C,2 N GOVT. co `� TOP OF SLAB 0-100'-0') GOVT FINISHED SLAB TOP OF SLAB�. 100'-0') FINISHED SLAB .r.....Xw` IOR KALLE*-- I LRW -} �.:4;:o•:r.<.:ii:::'.;a;c:)isi::: :1 :::2%:•ii::;;;;;cl:?,e;::;::::;i:;., .:; I AT GO` 'ORG a 4'GONG.SLAB NV FIBER MESH - a z = PARSE GOAT x ll. p W/6 MIL VAPOR BARRIER OVER x X. is DAMP-PROOFED = (?)2x6 TOP PLATE CiZAN SCALE: 3/4" = I E-0 TREATED FILL TERMITE _ :IY 4 a <` r> w/LATEX PAINT 4 a Q — >,k,> FIN.GRAVE t —_ DRAINAGE GG�'i4G1ED 1 I !—I I I DRAINAGE FIN.GRADE �--� FILL_ l r.- \. i'.:'.::,::::,.;:.:is_:+._::_L::;::y.:::.:-.:1::::?.r-:.:�::: ... .... :;.i• ::��: Y(!:�Yt�!M:;4;{;::��:��i:�'`!�;:?'r::.:;i�:��::i q-I/4'xl-I/2■ - I . AI I III—I I - z I , II I I I I I— I I I I= 1 SLOPE I tlI V4 LAP SIDING c/ COMPACTED FILL 1I — — — — t 4 GONG — .SEAS bxbxl0 0 W,Y�LM. o ( (—. . I^V n TYVEK VAPOR SORRIER / _ . I I •:: i:�::;': :.; ,> _ I--i 8 �,—III ! ! . :::::::, . .i;;.. I�1'058.PLYWOOD SHEATHING W/6 MIL VAPOR BARRIER OVER STE�IhWLL— In .JOINT t ENG.FOR NAILING,PATTERN a _ III— ':• cLJANI WELL TAMPED TI9RMITE �=. ...:>y<>««>:>::_�.,._.. .:•'iz<: o ............:.:..... O .: v:. �.;;::i:.>::'::>;i:",:; ■— :::<�::�::;:<: — :i:i::::.: ..... ..Y :::':: :ii 71�FI #4 VERT.IDOY�CL O 48 TREATED LL —I#4 VERT.DOWEL o,01 II ■ _OL.W/MIN. Ib SEND I N -OL.W/MIN Ib'BEND- _AT TOP 4 MIN•6'WO `" ! I ! !-AT TOP 4 MIN.6'BEND — » d" :>:::' " '<.:.._...._..................�..... .. 2xb STUDS a Ib OL. - -0 OM— ■ III B01T ..... ........ a BOTTOM ! — ....::::::;>::;:.::>::>::>:: <::>::::;�:.;:;.>:.i:;obi;i:.i:.>::;:;:.;:;;.:;;.;..i.....-- -.,........................................... :::::::::::::::P:;•;>ii:•:;:-iii:<•:>: ::::>:;:: _ ".. = In'GYP.BOARD ( �REBAR I —1 I 1 I !— I .8 ,1.811 (�#5 REBAdR i—! I I I =_ — — _ R-1q INSULATION T11' &ARATY . ONS STORY K*A ... EX'"'I "F.R10R. KOLL rt EXT"RIOR KOLL 1'-O° 0#5 REBAR GONr. SCALE: 3/4" = I'-O" SCALE: 3/4" - I —O° VAPOR BARRIEROf or MINIMUM b MILL COMPACTED FILL T FT•24 SOLE PLATE W/PLATE TO STUD 1/2'6YP.BOARD BRICK VENEER W/6ALV.MET. STRAW a( )"OL.,I/2'4hclo'ANCHOR 22 6A•WALL TES a 16'OL. A TURN POHN @ 67ARA67E DOOR BOLTS O 32'OL.W/2x2x1/8'WASHER 2xb STIRS O 16'OL. VERT.Alm 32'OL.HORIZ. 2xb STUDS O Ib'O.C. f� MIN.2 PER BOAFD.ON SOLE SEALER 4/4 55 NIGHIHA BOND BDWALE: 5/4' . 4'4'GONG.SLAB W!FIBS MESH R-Iq BATTEN INSULATION 4'GONG.SLOB W/FIBER MESH 6 MIL VAPOR BARRIER OVER WEEP 5Cmm OVER 1/2"5 R T.SWA'11W W/6 MIL.VAPOR BARRIER OVER PT.2xb SOLE PLATT_W/PLATE TO (SEE ENS.FOR NAILING PATTERN112 GYP.BOARD GLEAN WELL TAMPED FILL FINISHED SLAB STRAP o( )'OL.,V2'-xlo'ANCHOR CLEAN H LLFILTAMPED TERMITE BOLTS o 32'OL.W/2x2x1/8'Y�IASFER Is AIR SPACE TREATFINISHED MIN.2 PER BOARD.ON SOLE SEALER CONT.FLASHING W/WEEP II HOLES 0 32 OL. :....::. a.. ... .:...:::.:.:... •:•:,::::::::;'.a::::.:::':,::i.;:..i,..;::_.:i;;i.::;-,.:;i:.':'.i;;;>;:.:;;;:.i:;;.;:;.;:;;;;:...:. MAX ,....,...�.... ............: :�.: ........... ..ni. ... .....:................ ...w:....:........ i0..e..wy..+..,-![.,^,wii,w" ,•w,v...'�":i,..e.:..�..'•"�.:. :..::..:..:.:::.:..:�.::.::.::.::>..: :.::,:...:.,.:..........._............:: 4 GONG.SLAB W/FIBER MESH ^»:;;�::.iii:;.�;:.i:.i::.:i:.;: :..�.::::::::;;�':.:i:< .- ...A..........._................. ..::.:......._..._......,............><...... .... .. GROUT AIR SPACE ;ii;ii;::>:<:>::::::»::>::»>::»:::::.:»::>::::: R-22 ICYNENE INSULATION F45AR GOVT. W/6 MIL VAPOR BARRIER OYER BELOW FLASHING )>;; Lu NO TION RJEQIJIRID) 1 1 1 1 PARbE GOAT a Z_ GLI=AN WELL TAN'PE-D TERMITE, — TREATED FILL a _x VAPOR BARLRIER- tI DAMP-`PROOFED �1 FINISHED SLAB IWOI IIWiAG•J ......:.........iii::ww'.' 'i:Ji: " _ I I III III :;;::: .,..-,..,...�,.. . .P... .. ..... .n..:..................... .........:...... DRAINAGE -STE�WALL I—I I I I I I I III III III I 1 I I I I III I I (— IMIRI—RIIIEI 1-1 II Q FIMSHW 6RDE 30 ROOF FELT ON 5/6'GDX PLYWOOD PT.Ix4 NAILERS o 12'OGaIMAo/ STANDG SEAM METAL ROOF of G 4_ VAPOR BARRIER SHFATHINI6 PLYC.IPS :: i>:,:.:.:..•;.;:;;;:::<; :.,�.i ;;.;:.:;;<.: - - MINIMUM 6 MIL - F<i:'t Sii ....«%':::;:'!Z:;,» i:1;-ii';:•::;;;i E>i:`i+:.i:»:a; — _ � � I - .a.:i';:•i .::.:.::.,..::.L::.�:.� ::::::y:r::::. l`] '�o>:;-::;•ix.:;�:.�:..:;.i�.:::::;:;;c<•:;+. I I I I I I".I. ( ::.. 'I ;;i';::;:'<�;�:;!'`:;•i::;a;c':r>:��;<;<c:o:;•i M 1 ■ II 1MI11_11 .1—III '::::.::::v:.:l.�,::.�:.::•::.:::..::::::. ■ 1::::-::.,:::�::::::::. . GOMPAGT'ED FILL I— �::,::•, GOMPAGTi�FILL — :.:ii`.:;.:::>s::i:.>: .,:;;:::.:»::�>xa:>:. O I I I I — 2' :iii>;:;;iR v•;;;�>;:ai:;...va.,.._......,,.>:::.>ii>::;; I I I—( I — ;.::;;;.i:•x:a'•:;;•i:T.........:...:...:.: — 1 ( I— ■ £iiilSEc:! ;;.ii:::c::,.J►o;;::;;:.fl!::.xoi:;.:. ::.:<A:c;ii RAKE I I II fl.a...� III I I I _ l i:i: a:;::::" :?:.::::::::iii: ." : I-111—III—I _ < a � � ■� l CMU STEMWALL W/ — Q ALL CELLS GONG.FILLED I I , I : : : i i _ ) REAR GENT. ,,•; ALUMINUM SAYE DRIP 11-8,11 (3)#5 REED _ •A��C III—III—III—I :::��::>:::: ;:�< 1 11 lx2 X15 IBEX BD. ; (xb TREX BD.RIPPED q M HALF) < f<<7 TYP• NO STORY - 2x6 FASCIA BOARD lj 11 (2)#5 REBAR GONIT. TYFVR0F5LA=1 O 2x6 EXPOSED OUTRI66EIR � E/ I OR KALL I-8 —� if #2 YELLOW PINEH DETA I L (UNLA....#,,.Ol ilk — IQWCH OUT 5/4'FOR T46 ' - V-0' Y Ixb T46 5TW EACH RgMR TAIL l ` OT�R115E NOT��. � 1; TY . KN-L SECTION 1 2xb BLOCKING ar' SCALE: 3/4" - I'-0" !— I/2'DIN '1' %41K BOLTS' l'\� @ BRICK � 0 ` D V41 HAJCqEPLW LAP SIDING 0/ W/MIM.IMB®2 3/4',32'O.C. I�1�VAPOR SAM;UIR 4"C04.SLAB W/FIBER MESH SCALE: 5/4" m I'-0' �2XYWOOD SHEATHIN6 W/6 MIL VAPOR BARRIER OVER a INITSRIOR SPEAR WALLS. (5E'E ENG.FOR NAILIN6 PATTERN CLEAN WELL TAMPED TERMITE TREATED FILL (2)M5 REM CONT.(ONE STORY) � ■ � �� (3)#5REBAR COM'.I`m STORY) Typm G ■ •�+Fir:'efti;+l'+.'d:'fft;'el�:�F!'t`-:' RAKE PETAIL, chr5chow BY, SCALE: 3/4 = I -0 4i::» _>i. III III 4 — -14 MALL 5ECTION5 III 11 -1 I I I I 11=1 I I � 4/13/I� III III I I I I I I I T 11-11 I : WALES pi I� STRUCTURAL GRIT RIA I/4 -I -o Y�APOR�6 M111.1.BAIRRIER ,1�1' MAY OY'�RRI1� SHOhIN D�TAI LS. 5 � `�HAVOM 3088 (Ole STORY) CONPAGTED FILL I'-a" FOR S I Z I VIVA.. lull/ S I FPI I`O STORY) INFORMATION, TO EN&INEERIN ? �� oo�'� o'�y �NOS K"H TY�'I G f3EAIVIN6 WALL �o SCALE: 3/4.. . _I�-oi: or BARREL GONG. ROOF TILE o/ P.T. FURRING STRIPS o/ MINERAL TYPICAL EXTERIOR FIN1514 SURFACE MODIFIED BITUMEN, 120 SEE Zg MM. THICK, W/ FIBERGLASS OVER CHANNEL FLASHING TYPICAL EXTERIOR FINISH ELEY EXTERIOR WALL SHEATHING REINFORCEMENT, EDGES AND 9 UNDER BUILDINCP PENETRATIONS TO BE SEALED PAPER 5 W/ PLASTIC GEMENT OVER BUUILDIILVI NG LATH FACE OF SHEATHING � � •� 50# FELT ON 5/6 STRUCTURAL CONT. PT Ix4 4 MRS) WEATHER RESISTANT BARRIER SHEATHING KICK-OUT BARREL GONG. ROOF TILE o/ P.T. Z BAR FLASHING ���� � � ta INS FURRING STRIPS o/ MINERAL INSPRIOR TO a b METAL VALLEYUNDER PAPER BACK 5x5 FLASHING w/KICK-OUT FLASHING i SURFACE MODIFIED BITUMEN, 120 METAL LATH ��G��` TO SHED WATER AWAY FROM HOUSE �� t�� MM. THICK, W/ FIBERGLASS 211 11-81 REINFORCEMENT, EDGES AND (ARB) OVERLAPS THE 5x5 FLASHINGPENETRATIONS TO BE SEALEDCONT. PT Ix4 >. H&T. PER SPED. ROOF SHEATHINGo 50# FELT ON 5/8 STRUC TURA- SHEATHING METAL FLASHING w/ PLASTIC GEMENT OVER \�\\ INSTALLED ON TOP 1 OF ROOF FELT d7]77 PRIOR TO TILES FASCIAIV I 6" WIDE DONT. ROLL ICE +J FLASHING NAILED o WATER SHIELD TO SIDE OF Ix4 4 BARREL GONG. ROOF TILE o P.T. HOLD BACK FASCIA STRIP FLASHING FAGS OF ROOF FURRING 5TRIP5 o/ MINERAL FROM FACEAND DRIP �O�F 2WALL METAL DRIP EDGE SHEATHING INSTALLED SURFACE MODIFIED BITUMEN 120 j PRIOR TO ROOF MM. THICK, W/ FIBERGLASS OUTSIDE FADE of FELT 4 5HIN&LES REINFORCEMENT, EDGES AND EXTERIOR WALL PENETRATIONS TO BE SEALED z W/ PLASTIC GEMENT OVER o 50# FELT ON 5/6 STRUCTURALEXTERIOR FINISH o I--i SHEATHING PER PLAN FASCIA M c VALLEY FLA5H I NO 51 DE NALL FLA5HIN61 2:1 - o SCALE: 3" = I'-0" (ROOF SLOPE PARALLEL TO WALL.) HEAD NAL FLASH I N SCALE: 3" = I'-O" (ROOF SLOPE MEETS WALK CUT5IDE FADE OF SCALE: 5" = I'-O" EXTIrRiOR WALL [p �D wW O KICK-OUT FLASH I NO 50ALE: NTSTll o APPROVED TREMCD SEALANT AT ALL SILL LOCATIONS DETAIL GOAT OF VULKEM 55ONF-R MEMBRANE AT 60 MILS, ON ENTIRE CURB SURFACE AND RUN DOWN ONTO HORIZONTAL DECK VULKEM 551, 415ONF OR q51 NF TOP COAT o DRIP EDGE FLASHING: W A DRIP EDGE SHALL BE PROVIDED AT EAVES AND GABLES OF TILED VULKEM 351, 1150NF OR 4151 NF TOP GOA VULKEM 350NF OR 56ONF BASE GOAT ROOFS, AND SHALL OVERLAP A MINIMUM OF 3 INCHES (`I'b mm). EAVE o n VULKEM 55ONF OR 560NF BASE GOAT DYMERIG 24OF0 OR ALUMINUM FASCIA - MECHANICALLY DRIP EDGES SHALL EXTEND \ INCH 05 mm) BELOW THE 5HEATHIN&,AND H Af'PROVED ANT o FASTENED F D TO HARDIE BACKER BOARD EXTEND BACK ON THE ROOF FOR A MINIMUM Of- 1/4" F 2 INCHES (51 mm). THE 1/4" HARDIE BACKER BOARD o/ DRIP EDGE SHALL BE MECHANICALLY FASTENED A MAXIMUM of 6 (152 5/4" FXTERIOR GRADE PLYWOOD mm) INCHES O.G. THE DRIP EDGE AT EAVES SHALL. BE INSTALLED (INSTALLED A-SIDE UP AND MUST BE I/4" HARDIE BACKER BOARD o/ OVER THE UNDERLAYMENT. THERE SHALL BE A MINIMUM 4 INCH (102 mm) >_1 RING-SHANK /SCREHED INTO PLACE) :: 5/4" EXTERIOR &RADE PLYWOOD WIDTH OF ROOF GEMENT INSTALLED OVER THE DRIP EDSE FLANGE. (INSTALLED A-SIDE UP AND MUST BE Y�I-ERE THE BASIC WIND SPED PER FIGURE 83012(4) IS I10 mph (177 Q,' RING-5HANK/SCREWED INTO PLACE) - km/h) OR GREATER OR THE MEAN ROOF HEIGHT EXCEEDS 55 FEET (10 cQ (NOTEVUL�MWOG�M�AGES MUST BE PRIMED WITH - - -- 058 mm), DRIP E06ES SHALL BE MECHANICALLY FASTNED A MAXIMUM ch (NOTE: WOOD SURFACES MUST BE PRIMED ITH OF 4 INCHES (102 mm) ON CENTER. � 1 DYMERIG 240FG OR APPROVED TREMGO VULKEM PRIMER 1'71) INSTALL A MINIMUM 6" WIDE ANTI-PONDING METAL FLASHING TO oc� 0 SEALANT CANT BEAD- In WIDTH ENSURE POSITIVE DRAINAGE OVER FA5CIA/STARTER STRIP. NAIL OPTIONAL: DUALFLEX OR CLOTH TAPE- TOP EDSE OF FLANGE ONTO ROOF. 1/4 BACKER ROD EMBEDDED IN VULKEM 550NF OR .tl 56ONF DETAIL GOAT THE UNDERLAYMENT SHALL CONFORM WITH ASTM D 226, TYPE I Z NOTE: WLKEM 450NF MAY BE USED AS TOPCOAT IN AREAS WITH NO U.Y. DYMRIC 24OFG OR APPROVED TREMCO OR TYPE II, OR ASTM 486TYPE I TYPE I I. THE UNDER- LAYMENT SHALL BE INSTALLED TALLEE D IN WATER-SHEDIN6 FASHION, 5ILL SEALANT CANT BEAD- I" WIDTH STARTING WITH THE EAVE M76E AND ROLLED HORIZONTALLY. VULKEM I 1 FICAL �00� I/4" BACKER RDD UNDERLAYMENI' SHALL OVERLAP A MINIMUM OF (la) INCHES Al�tl7 �� m DETAIL, BE MECHANICALLY FASTENED AT (56) INCHES O.G. MAXIMUM. o FROM TREMCO SEALANTS DRAKIN6 NUMBER DG-26 NOTE: VULKEM g5ONF MAY BE USED AS TOPCOAT IN AREAS WITH NO U.Y. A W O VALLEY FLASHING: VULKEMTYPICAL r r-- DETAIL-1 VALLEY LININ65 SHALL BE INSTALLED IN AGGORDANGE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, BEFORE APPLYING FROM TREMGO SEALANTS DRAWING NUMBER DG-05 TILE5. VALLEY LININGS OF THE FOLLOWING TYPES SHALL BE PERMITTED: I. FOR CLOSED VALLEYS: INSTALL PREFORMED CLOSED VALLEY METAL EITHER A MINIMUM WIDTH of 16m (24" STRETCH OUT) WITH A MINIMUM 2 1/2" HIGH CENTER DIVERTER AND A MINIMUM In METAL ED6E RETURNS OR A RIBBED M516N WITH In CENTER DIVERTER, A MINIMUM (4) 3/6" RIBS SPACED 5 I/2" HITH 5 5/4" FLANGE. LAP JOINTS A MINIMUM 6" AND APPLY A COATING O OR SEPARATOR SHEET. VULKEM 551, g5oNF OR q51 NF TOP GOAT VULKEM 55ONF OR 56ONF BASE GOAT °'-,, 2. FOR OPEN VALLEYS: INSTALL PREFORMED OPEN VALLEY WITH A .. a b CEENTER DIVERTER AND A MINIMUM I" METAL INIMUM OF 16" (24N STRETCH OUT) NITH A MINIMUM Imo' TURNS. NAP 1/4" HARDIE BACKER BOARD o/ O�� o 5/4 EXTERIOR&RADE PLYWOOD DUALFLEX EMBEDDED IN BASE GOAT (INSTALLED ASIDE UP AND MUST BE 4 JOINTS A MINIMUM 6" AND APPLY A COATING OR SEPARATOR SHEET. VULKEM 551 g50NF OR a51 NF TOP COAT 5 RING-SHANK /SCREWED INTO PLACE) O 5. WHEN USING VALLEY METAL WITH RETURNS: A. SECURE WITH CLIPS , FABRICATED FROM SIMILAR OR COMPATIBLE MATERIAL. CLIP I" METAL ALUMINUM FASCIA - MECHANICALLY r .. FASTENED FLUSH TO HARDIE BACKER BOARD % EDGE RETURNS TO BATTEN STRIP WITH ROOFING NAIL THROU6H METAL STRAP. AND PLYWOOD *' BRID6E JUNCTIONS, ENSURING WATER DETAIL STRIP OF VULKEM 350 I/Ib" THICK JOINT FILLED B. TRIM METAL AT ALL VALLEY/ w/ �° OR VULKEM 56ONF TREMGO APPROVED SEALANT 1/4" HARDIE BACKER BOARD o/ SHEDDING CAPABILITIES ONTO THE VALLEY. OPTIONAL (REINFORCED w/ DUALFLEX 5/4" EXTERIOR&RADE PLYWOOD OR CLOTH TAPE OR FIBER&L.A55 TAPE) (INSTALLED A-SIDE UP AND MUST BE _ G. INSTALL LEAD 50AKER AT ALL VALLEY/RIDSE .JUNCTIONS. TURN RING-5HANK /SCREWED INTO PLACE) -- LEAD UP A MINIMUM OF I" TO CREATE A HATER DIVMTER,ENSURING .. NOTE: VULKEM g5OW MAY BE USED AS TOPCOAT IN AREAS WITH NO U.Y. WATER SHEDDING CAPABILITIES ONTO THE VALLEY. WOOD SURFACES MUST 13E PRIMED ITN 2 D. OUTi="R EDGE OF THE VALLEY METAd SHALL OVERLAP DECK FI.AN6E OF DRIP EDSE A MINIMUM OF I". CENTER OF VALLEY FLASHING 5HALL VULKEM �F I GAL JOINT DETAIL. VULKEM PRIMER #1-11) o EXTEND A MINIMUM OF 2" BEYOND DRIP EDGE. VULKEM 551, g5ONF OR 1151 NF TOP GOAT OPTIONAL: DUALFLEX OR CLOTH TAPE- EMBEDDED IN VULKEM 550NF OR 3 RIDGE FLASHING= 56ONF DETAIL GOAT o THE UNDERLAYMENT SHALL BE INSTALLED IN WATER-SHEDING DYMRIC 240F0 OR APPROVED TREMCO FASHION. THE LAST LAYER APPLIED A7 THE RIDGE SHALL BE SEALANT CANT BEAD- I" HIDTH FOLDED OVER THE RIDGE AND MECHANICALLY FASTENED, AT i/4" BACKER RDD (S6) O.G. MAXIMUM TO THE OPPOSING SIDE OF THE ROOF. REPEAT THE PROCEDURE FOR THE OPPOSING SIDE OF THE NOTE: VULKEM gSONF MAY BE USED AS TOPCOAT IN AREAS WITH NO U.V. ROOF. WHEN COMPLETED, THERE HILL BE TWO LAYERS Or- UNDERLAYMENT FUNDERLAYMENT OVERLAPPING THE RIDGE, I I +2 O HIP FLASHING: VULKEM TYPICAL D T I i� THE UNDERLAYMENT SHALL BE INSTALLED IN WATER-SHE >INC7 FROM TREMCO SEALANTS DRAJNING NUMBER DC-06 FASHION. AT THE HIP LINE, FOLD THE UNDERLAYMENT OVER THE HIP AND MECHANICALLY FASTEN, AT (36) INCHES O.G. MAXIMUM TO THE OPPOSING SIDE OF THE ROOF. REPEAT THE PROCEDURE FOR THE OPPOSING SIDE OF THE ROOF. WHEN Lu O COMPLETED, THERE WILL BE TWO LAYERS OF UNMRL.A.YMENT OVERL.APPINS THE HIP. OCRICKETS AND SADDLES PLASHING: A CRICKET OR SADDLE SHALL BE INSTALLED ON THE RIDGE O METAL POST SIDE OF ANY CHIMNEY GREATER THAN (50) INCHES 062 mm) AIDE. CRICKET OR SADDLE COVERIN&S SHALL BE SHEET PRIM RI w/TREMPME METAL OR OF THE SAME MA AS THE ROOFOVERING. VULKEM 351,g50NF, OR q51 NON-POROUS PRIMER TOP GOAT THE RID6E AND VALLEY FLASHING OF CRICKETS OR SADDLES V SHALL BE THE SAM A5 THE RIDGE AND VALLEY FLASHING ON VULKEM 350NF-R OR 360 NF DYMERIG 240FG OR APPROVED PI THE MAIN ROOF. X DETAIL GOAT TREMCO SEALANT CANT BEAD '`� VULKEM 345 OR a50NF Lu PRI w/ TREMPRIME b J BASE AND GOUNTERFLA5HIN6: .. A INTERMEDIATE COAT NON OROU5 PRIMER �--�` n SASE ,AND COUNTER FLA5FfIN6 SHALL BE INSTALLED IN �+ � VULKEM 55ONF-R OR 56ONF DYMMO 24OF0 OR APPROVED ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION NOTE: WLKEM g5oW MAY Be USED AS TOPCOAT IN AREAS WITH NO U.Y. BASE COAT TREvr.,O SEALANT CANT BEAD INSTRUCTIONS, OR A CONTINUOUS METAL MINIMUM 4 INCH BY 4 INCH "L" FLASHING SHALL BE SET IN APPROVED FLASHING WLKEM 7T?. TREATMENT 0� MET& 12(ZT5 VULKEM 3501+ -R OR 360NF WL 346 OR g51 NF TOP GOAT l GEMENT AND SET FLUSH TO THE BASE OF THE HALL,AND OVER Q- u-- DETAIL GOAT THE UNDERLAYMENT. BOTH HORIZONTAL AND VERTICAL METAL + FLANGES SHALL BE FASTENED b INCHES (152 mm) ON CENTER KITH r FROM TREMCO SEALANTS DRA HIN& NUMBER DC-11 APPROVED INCHES (021 mrr�,�. ALL PS SHALL H LLBE A MINIMUM OVIED FLASHING EF 4 FLASHING SHALL START AT THE LOMR PORTION OF THE ROOF TO ENSURE WATER-SHEDING CAPABILITIES OF ALL METAL LAPS. V THE ENTIRE ED6E OF THE HORIZONTAL FLANSE SHALL BE SEALED,00VERIN6 ALL NAIL PENETRATIONS HITH APPROVED FLASHING GEMENT AND SHIN6LE5 SHALL OVERLAP THE HORIZONTAL FLANSE, AND SHALL BE SET IN APPROVED NOTE: VULKEM g50NF MAY BE USED AS TOPCOAT IN AREAS WITH NO U.Y. FLASHING GEMENT. VULKEM �. TREATMENT T 0r A PENETRATION BASE FLASHING SHALL BE OF EITHER .1 OR MINERALS UREA � Q METAL PROVIDED IN SECTION 81105.2.6.1 OR MINERAL SURFACE J METAL. DRIP EL>6E 'Z' FLASHING 5 x 5 6A:L.YANIZEV FLASHING BOLI- ROOFING,HEI6gHIING A MINIMUM OF (Tt) POUNDS PER (100) FROM 7REMG0 SEALANTS DRAWING NUMBER O 26 AGE GALVANIZED O T AGE GALVANIZED bO 26 AGE &ALVANIZED I�rRE.716 k NMMETAL N LASHIINS HALL BE ESS PROVIDED IN TABLE 805.1 IN THE FLORIDA BUILDING CODE (2004). Name DRAWN BY, /bH/BV REFER TO THE FLORIDA ROOFING, SHEET METAL AND AIR CONDITIONING CONTRACTORS' (PRSA),CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL FOR MORE INFORMATION. !T17Bye ROOF w/ KE`Y'ED FLA5H I NO DETAILS SCALE: NTS �Jv JOS NSR' 3088 �� Gp ,20�� Vi*s NO, A5 or- 0 R`105.6 FLASHING. APPROVED GORk0510N-RESISTANT FL,45HIN6 SHALL BE APPLIED ntly raise the bottom o of the fl SHINGLE-FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE kgALL CAVITY OR �9 cep created in the WRB and tomporcu-Ily tape the STALL 11�C� TYY K® STUCCO 1^lR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. ars and cantor to the exterior face of the WRB above (see Figure 5). This Is top install shims In such a marcor that the aro not -F-ADHERED MEMBRANES USED AS FLASHING der to allow for Installation of the window amid hood flashing later. done In I permitted to Interfere with the application of the 72.10.5 Gut apiece of head flasht that Is the I O>�l VERTICAL Jul LLS BEFORE INSTALLATION SHALL EXTEND To THE SURFACE OF THE EXTERIOR� SH Wl E�II. THE FLASHI air seal,which will be applied on the Interior stile In the stops that follow. ►uJ width of the rough 1 I s roll width of the flashing, plus opening, p two, times the 01= DOOMS Ofi� V�111�DO1�15 ORARTOISo10��N=-RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL of THE poLLoKN; NOTE 2: Etcher self-adhostve flashing (see Section 7.2.9) or mechanical) attached Section '72.10) shall be permitted to be used for Jamb and head f lashing, per Ilowhr� (� �x.10.6 Apply a contirnrous a mm (3/g ir>) nominal diameter I. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR * " � steps. flange at the head. Apply an addtt16 I 9 mi (3/8 Irk nominal dlam plant along the mounting OPENiN65 SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISFH OR TO THE T horizontally 216 mm (8 I/2 In) *hove the rough diameter bead of sealant .� E WATER-RESISTIVE BARRIER FOR 5uB5E W DRAINAGE. FLASHING AT EXTERIOR WINDOW 72.9 Jamb and Head Flashing Installation Using Self Adhering Flashing Ply talIg 16 m attached opening (Inline with the tip of the jamb flasht AND DOOR OPENINGS SHALL 13E INSTALLED IN rIg g y flashing to head over sealants and secure with mechanical FOLLOWING OR OTHER ACCORDANCE WITH ONE OF MORE OF THE fasteners (sea Figure 11). ® APPROVED METHODS, "12.x.1 Apply flashing over the mounting flange of the window at both amus. 1.1 THE FENESTRATION MANUFACTURER'S WRITTEN FLASHING INSTRUCTIONS. flashing shall be a minimum of 100 mm (4 In). With self-adhering flashing, the aThe self dditional bead ad-wring 12 THE FLASHING MAiUPAGTURER'S WRITTEN INSTALLATION INSTRUCTIONS. 1°'n0i{O^e sealant over the mounts fi 1.3 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200 OR ng ange (see Sections 7.2.102 and 72.106) shall be omitted. r all 1 1.4 IN ACCORDANCE WITH THE FLASHING METHOD FMAMIDMA 250. � r3 I OR A RE615TERED DESIGN PROFESSIONAL. "12.12 Gut the Jamb flashing to a measurement equal to twice the roll width of the flashing t being used, plus the height of the roughopening,minus 25 mm I i ° 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OF ( n) (sea Figure 12) moaned �� g � g ti � �� STUC-CO WALLS, WITH PROJECTION LIPS ON BOTH 510M UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF rTASONRY, WOOD,OR METAL GOPING5 AND SILLS. kM g � 2c �q 4. CONTINUOUSLY ABOVE ALL pROJEGTIN6 i 400D TRIM. �G @ S. P*ERE EXTERIOR PORCHES, DECKS, OP.STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY FIGURE 5 ,tl$ OF WOOD-FRAME CONaTRUGTION. EXTERIOR g $ i 6. AT WALL AND ROOF INTERSECTIONS. 7.2 Applying a SIII Pan Flashing I o , ® 1. AT BUILT-IN 6 riTTER5. y the .I There are a variety of sill pan systems available. (Reference A5TM E 2112 guidelines for the latest information) The pan shall direct water to the exterior• of to the membrane drainage / / I I I plowfor subsequent drainage to the extortor of the building. ALL WINDOW AND DOOR FLASHING SHALL COMPLY WITH FMA AMMA '711, 100, 200, AND 250. '72.5.2 �®� 10%4 When self-adhoring flashing is used as a sill cut to 41 I rough ®� � EXCERPT OF FMA AAMA 100-07 opening width plus at least 150 mm (6 in) up then Jamb,, two form an ��to the 6 6.0 PRE I>tlnnyy IN.scT I I TION PROLM Figure ). 9 6.1 Pro-Installation requirements performed others per the eI l P �! , p manufactures Instructions. rT iFI6URE 12 FI IOR6URE 19.•I........ 6.1.1 Rough Openings 72.1.3Position the top end of o_ the the flashing 13 mm (1/2 In) below the location Hhero the top " 72.10 7 Use 6.1.1.1 The builder/contractor shall of Road flashing will cover the Jamb flashing later (see Figure 13) a mechanical fastorters to secure mechanical) attached fi co:'•... ' ' ` manufacturer's size and tolerance roqutrements rough openings in accordance with the window y ash) (see FI aro 20 . o mn9 9 )6.1.12 Tho ro h +�• � 0 � ce � ' ug opening shall be plumb, level,square and true within b mm (I/4 In) prior to a' .�� the Installation of the window. Manufacturer's instructions may supersede those toloranco io ' �-�- d, I °I�"�„ i rno o' ranges. a 6.1.2 Water-ReslstNo Barriers (WhTB) nmee � vow �%'. .. This standard practice rocommonds that the WRB be Installed prior to the window Installation. s` for I. Unwrap roll at corner, leaving b'-12' overlap. The Installation method described In this standard practice is based on this sequence. wm NOTE: Apply wrap with grooved**dace pattern h VERTICAL FIGURE b EXTERIOR /' /'/ 04 0 OnTof -+■�- 6.1.2.1 The}},,a,,,,p��pll.�icatton of the WRB Involves covering the vertical surfaces of the wall, lapped, The self-adhering flashing sill an tom shall / / / 2. Roll should be plumb.Bottom roll ed should extend over sill plate Interface. fastened, taped and sealed per the MB manufacturor's Instructions. g / go plus 0 mm (2 In) onto the faces of tthbe WRB drolnoge plane Figure a depth of the window, SHINGLE Stucco W'cs�geover back edge of Hoop*creed for pr water drahage. For maximum air=over reduction,seal wrap with caulk or tie to weep screed. 6.12.2 Penetrations through the AR5 for the installation of windows shall be made In Don't block weep bolos. accordance with the WRB manufacturer's rocommondations or this standard practice. se - 3. Secure Tyve1� every 12"-18" on vertical stud lino.with wood,Insulated sheathing board � 2e V MW or ex for ggypsum board,use largo hood or plastic washer hood Halls,as a best 6.1.2.3 The WRB shall he applied In water shedding fashion, starting at the baso of the wall Tom` FIGURE 13 FIGURE 20 practice.Hilo staples with 1.0 inch minimum crown can also be used.1^hen attaching to and working towards the top. The WRB shall be applied to the face of the building framing EX'1Ef•ZI masonry,use adheslvos with polyurethane,olastomeric or latex base. or sheathing. n9 Do not interfere with the WRB flap at the hood. Tluck the top of the Jamb flashing under the to 7.2.11 Remove the e Z 4. Unroll directly over windows and doors.Upper roll overlaps bottom roll by flap of the MB at the head, p previously applied tape which holds the flap of the WRB at the head. Allow 5. 6" horizontally. 62 TWO LAYER WRB SYSTEMS the flap to lay flat over the hood flashing. ply d new plow of sheath) 72.1.4 Use firm pressure to apply the soli adhering flashing to promote seal to window flange flashing, extends over a amu (see be over the entire COYER interface of upper and lower top laces with ryvek s.As a best practice, 62.1 A two layer WRB G►r bulldin er and WRB. made in the � 2compr'essed against the 1, on and the head TAPE all horizontal seams at bared accidental g p OF) system may be required In aocordonco with 'QO `�a'N° J Figure )• i•--i DuPont Contractor tape.Tape any accidental toarsor roue laps with 2"or s° state and local codes. The window shall be flashed/Intograted with the ARB and Into the wall per the WRB manufacturer's instruction. 72.as ppi a piece of flashing across the hood of the r b. Make a modified •I'cur h Tyvek®. be cut to�theywidth of the rough �i opening. The head flashingg shall 6.22 After the installation of the second layer of KRB, the cladding shall be applied with a � opening plus two, times the roll width of the flashing,plus 50 mm TwTM� � � 7. FOLD flaps Inside around window or door openings. Fasten every b°• (2 in) (see Figure 14). °r, lot. wee Trim excess e,10 . w T Hoop scrood Installed at the bottom of the first floor and at the bottom of any floor above s, p"--��prr�r dr grooves ourfacto pattern In VERTICAL or over a concrete masonry unit (CMU). TJ a� wee 0 ^ 5. Tack up bottom sill flashing,overlapping rough sill bu 4"-5". As a best practice, 7.0 WINDOW 15rJ►.I I ATION PRDC � PIEURE 7 EXTERIOR make two vertical corner cuts In the flashing. FO flashing over rough sill. 72.4 If a rigid Or semi-rigid 5111 an , 7.I PRE-INSTALLATION INSPECTION gg 9 p system Is used, follow manufacturers Instructions for q. Tack up side flashings,OVERLAPPING bottom sill flash) cut two 45^angles Installation details and integration with the WRB and flashing. r r i• in crux from each ng to manufacturer instructlonsdow corner, Then Install window or door according 7.1.1 In the event that the KRB 15 installed after the window Installation, refer t0 ASTM E 2112 7.25 Inspect and clean the back side (Interior surface) of the extortor window mounting flange. nam for various sequencing considerations. Look or any sealant gaps or misaligned Holdingat the 9 0 10. install Road flashing UNDER top flap of Tyvoko,OVER window flange.F_xtend missingIn whole or part, contact the window manufacturer rner Joreco.n If Wil romed5.are 1 0 flashing out OYER side diagonal ngs by 3'-4'. Fold top flap of TyvekeFOVER head 7.1.2 Before Installation can occur, the Installer shall Inspect the WRB to ensure that It Is tnt�ae onoie CQ flashing. TAPE both diagonal tufa. y CQ N installed in accordance with this standard practice and the WRB manufacturor's instructions, g a, a F•+•i 7.26 After cleaning s the mounting flanges, carefully run a continuous g mm (3/8 In) nominal wee o,d � co Any tears, penetration or defects within 305 mm (12 In) of the rough opening area shall ba dicrne er bead of sealant on the back surface (interior Paco) ¢f the mounting flange of the 0 ° sealed per the WRB manufacturer's Instructions before the tristallatlon starts. Rotor to ASTM FIGURE 21 EXTERIOR ° G 755. windo at the hood and both Jambs (see Figure 8). Apply soalalnt In line with any pre-punched ° 0 d holes slots in the mounting flange. Connect that bead of sealant across erg Jolnory on the m _ wtndo frame at all four corners, "i 2.12 On the Interior, the Installer shall apply a backer rod and a continuous Interior perimeter vii chi Ireltallor shal.5 The l notify the cont shall actor to romody openingthat the rough ,y dirapcncio peon this standard The bead of sealant (see Figures 22 and 23), or aerosol foe�n s d FIGURE 14 EXTERIOR without backer rod (see Figure 2 sealant conforming to AAMA 612 m tN 4), or other window manufacturer '12.9.6 Apply primer to any exposed oriented strand board (05B) as required by the flashing dam toAlIevent water Intrusion into the Intortor. A raised ovod material between 1.4 The installer shall Inspect the fenestration product for damage and repair or replace If MORes '''" the opening on all sides to form an air seal. This effectNaly forms a back °' is oo i-i manufacturer, pr , upturned tog made from a rigid I nocasscry CQ materia l can be also be used, If properly air sealed. If a rigid or semi '7.2.1.7 Adhere the self-adhering flashing with firm pressure across the head of the window on re mailed (see 1 betweenigure thesill of the window and the upturned log of the dsill 1pan and roseal o ° as,72 INSTALLATION PR,OGI=DUKES top of the mounting f Ion and / n9 9e beyond the rough opening on each side, extending It 25 mm (I In) ° W '12.1 In the event that the WRB has not been previously modified, the Installer shall complete / / -/ over the outside edge of the flashing at the Jambs (see Figures 15 and Ib). the following steps: / / �, =� Garafully cut the WRB In a modified I horn as i� � -ole- � lar. i-noire- me the WR3 lea also acceptable. a shown in figure I. The full-[ cut of r r I '. I� I� , F1611RE As an tion, the sealant shall be permitted to be applied to the wall 3uiace, as opposed to i i I i the bac of the mounting fla I � I g nge, in line or inboard of any pre-punched 7.2.7 Apply a discontinuous bond of sealant on the Iritor•lor surfars of the mounting fl at the, I I I I sill. bond of sealant shall have a m[nlmum;.of two 50 mm (2 In) voids near the ends (see . : ....,. I I s:, ,. I I Figaro ), allowing any iiquld}wator<that has entered the window opening to exit easily. wee FIGURE 22 INTERIOR F16URE 23 e orNo I I FIGURE 15 INTERIOR 2X M orieef.I EXTERIOR . ax I I �T MW FIGURE wee e+aiaeroee, � •ow - _. , rneM^emeuee '` 112;: rneM^ee7aA:� i� , EXTERIOR .y. Fold the bottom and side flaps over and behind the Interior side of the framing (see Figaro 2). � l p / 0. sKx tl eeH,ntr obi °`'�i . "9 a• 2X 14 FIGURE 1 29 wawa wee FIGURE 24 INTERIOR enoieanid 72.7.1 an alternate to the discontinuous bead of soolant, a weep screed or wicking FIGURE 16 mochanl shall be permitted to be lied at the 72.10 Jamb and EX 1�RIOR escape. app Jamb ends of the sill to allow liquid water.to Hood Flashing Using Mechanically Attached Flashing "I6 72.10.1 When mechanically attached flashing is used, the minimum roll width shall be 230 mm (1 in). �r 7.2.7.2 Additionally, if a rigid or semi-rigid sill pan Is used, apply d bead op seal* to the , bc outboard side of the upturned leg Of the Pon where it will Intograto with the Intortor side Of 72.102 window a d form an air/water seal. Apply a continuous 1 mm (3/5 In) nominal diameter bead of sealant over sheathing (wall FIGURE 2 surface) and the exterior face of the mount) flan INTERIOR -1.2 8 Im edlately sot the window_ into the opening (see Figure 10), n9 9th starting ting of rnmhe (il i/2 in) above the rough opening (see figure 17) corrttnutng down the Jambs to the bottom of the 5111 mounding flange. ' Attach the WRB into position on the Inside of the rough opening, and trim any excess as / required. 72.2 At the hood of the opening, starting at the corner of the window (r , i'O1' ► .qF rs measure from the corner horizontally and then vertically a distance equal to the roll�woldth�of T OEe 4 O the flashing to be applied, and make a mark (see Figure 3). IG nee i� >wac i ti4et i-Lo - /,� ,� /! FIGURE 25 7.2.12.1 In cases whore shims cause interference O INTERIOR- TO� %�/ �� / sealant, trim excess shim material to with the application of the backer rod or allow for a continuous air/water seal (see Figure 26). In all casos, make sure the entire porimoter Joint has been sealed, creating an air/water tight 1 condition. wiorw errs* aaor�*Hees 2x 2x s w� wee _ IF-�L1RE 10 res a Mnar EXTERIOR FIGURE 17 roe EXTERIOR i ' 72.10.3 Cut Jamb flashing to a measurement `-' •=• h� Hold the window temporarily Into position and apply shims m cr.so u to ensure the,window is used las the height � equal to twice the roll width of the flashing being a-1 29 sot plumb, level, square and true. Easton the window porlmotor.socurely into ition in ' p of:the rough opening, minus 25 mm (I In). 'x *coni with the manufacturer's instructions. For pr or 5oolont cover o, out under flange and In fastener holes (see Figure il). ensuro Z1Ue07e 72.10.4 I flash) inline with Apply y n9 any pre-punched holes/slots in the mounting flange and cover FIGURE 3 any fastener hoods (see figure 18). EXTERIOR / At a 45° angle, carefully cut the the WRB on a diagonal (see Figure 4). Repeat this s on the opposite corner. tap / ,j . pp / LOP. i7 ac L FIGURE 26 � V 72.122 To ensure adequate INTERIOR >m loads), it is critical that the protection against extreme wind driven Hater loads (12 f water perimeter Interior air and water seal between the window and the /, sill pan flashing is able to withstand this pressure load without air and water leakage F- we0"0^'s 000eeared / 9 ' ion needs to be applied to the Interior corners. eJ `+pedal O 6.0 POST INSTAI 8.1 The installer shoals ensure that the fenestration product promo and sash are installed plumb, FI II level, square and true, within the specified tolerances. i � � EXTERIOR FI6Ut?l= 18 IOR 82 The Installer shall censure that all sash move freely Hlthin their frames end that weather FIGURE 4 rvee stripping air compressible seals make full contact with mating surfaces. D1liaatVV l�, EXTERIOR KBC/bH/$1� 5.3 The Installer shall onsure that operable hardware such as locks cranks I Operate smoothly, and that all locking mechanisms a latches and hinges gra engage operate properly. . 8.4 The Installer shall ensure that all accossorlos and other product assembl ore Present, components of the fenestration D x(/13/15 y pr ,such as screens and hardwares. 8S After Installation of the window, drainage holes shall be t of any obstructions to allow drainage. 09 inspected for blockage and (rood 5GALE O� vG OF. \ro 5 DW6 No: OBJ �oF .` s 10 ! 1 r't ; I �• 'ii I • r, t II. .p{ it ! I..I p: 1`4 or I I I 1 C i f t i e .t - ja I " 0.3 I ELECTRICAL LEOEND a I V. s 3] I r----------1I--- - ------I I --J I I I I I E j —_J___1______-----_Z--—2__-� I I I I I 110YDUPLEXRGPt. t TI$RMOSTAT AV II I I I I I 0 PU5H BUTTON I h I I L_-_-- NUMBER INDICATES HOT. .F. I I T , __�_� _L_ T Y ae II Ir I (I n000 04I MES l r � 1 Ilov I SIDE SWITGPED © SPEpdGI:R BATH-3 L....., 1 1 r-----------tIII -el - I j l =1 I':'_. 1 1 I I I I 'n INTERCOM STATION I I I I ___ I I I I I WEATHETt PROOF OUTLET ]] IMERGOM PANG. r ( YP r I I I I It* - I I I I I I 110 FLOOR OUTLET ® VOLUME GOPlrROL �g I ��-��� 11 II I I IN g g u . � M"3 1 I I + Ilov OUT1.E'T ON sRa1PD y s� ��� ,. I I I 1 L- ______ W/G �2 I Ix. I I I % FJW.T CIRCUIT TWO WAY 5WfTGH I I �6N I r 1 1 1 1 I I I 2�Ov oUs THREE WAY SWITCH I I I I I ;i; I _ T »� ll, o II I I I I 1 1 1 r 1 I I :<:: :::::::i:.1e>:�>:«a:::<:»:�ii::�fe:;:_<:. GARAGE DOOR IL_ __ J OPENER I I 1�::: I I I I I�:: I L II I I I _ TWO L———————————————— I I Q� I I I I, 1 I F I II FOUR WAY ahIITGH i I I _ 1 I I I I I-I I I I I i -11—L-1 '- :: I DEDICATED OUTLET I I I I I �'' 1 i 1 i �/ 1 i-- I I 1 �p p 5W)TGH W/DIMMER, - / L I II II I i 1 � I I I I , I /I ? /./ ..:.1.., :! iii ii ii:iiii i iiii>i=i i:ii iif?iiiiiitiiii::iifi i::ii I I O Jw m BOX II II I i \ I I I I I I I I I I I 1 \ , / :C". --- I I 1Nh:L1't�EXHAUST FAN 51"IITGH IN DOOR JAMB I I L_______, II I - ----------- . .,..L' 1 I r------\\ \ m I I I I I I I -- —___� 1:: I —� ij .. .. ......-.. , �—{ I I \ 1 ' 1 1 I 1 1 / .. I I I * iu=EXHAUST FAN-LIGHT m OWNS FAN PRE-WIRE n I I I \ I i I I I / I I 1 1 I I I I TO SWITCH 1 11 i i i i i i I -- I- L. �_� 0 lu,,I M EXHAU T FAl�-LI6HT-1UPIIDISTAT FLOOD LIf�HT I I I I I I I I I I I �•OK 11 i i \ H (' DVSTURE PROOF) Nu I I I I 1 i I i i11 I i i i i i I \ -_ ( I I I I I I I I I I I 1' ,' .' s' .' e' s' 1 j j CEILING MVP LIGHT GEI IN6 F O �-' I N I II II I , L —————— ————————————— —J L J ``:"` :.::.::;.::.:.:.::.:.:.>::.:.::.:::..;:.,:,.,..:.:.:.:::: :.;::.:.:::::::.::::.:::...y.:•;.:.::'...:::::.::.::.:..::::..::..:.:,..'..'.:..:.::..::....:..:..:: :,L':: I 1 o IL-------J L-----------J L--- \ L-- \ I I WALLMT'DL16HT W O L_____ ___________________ .... ::. F-----:[---- ------------------------- a� T —T ------ IT .. I I I 1 \\\ //, 1 J � _ \\\\ —__ `—_— . I I -[�- LIGHT CEILING FAN/LI6HT I- CQ a+ CO I i `\\\\ //%,/ OPEN TO BELOWTO SHTCA4 OY1 \\\\IN - \ i i REGG561�I:Y .. \ / I ;L' \ \ I I �(�}-�}-�} TRACK LI6FIT `CID' a I I `\ \ / // 1 \ MOISTURE °. I I I \ \\_ �/ / I «_:: \ `�� ---r-------� - 'r PRDOFLI6HT 4 :::s:..................... \ - -i I I \ r —1 / I f - >:;>::.;>;;;:.::.:>:.:::.:::.:::.:::.:.:::.::.:::.;:;:.:::.::;:»::":,;;::;>;;::.>;;;:;:;>:;>:;:;:;:: - ..... .............. _ �( �I/� 40 j� - E �D y r-------- ----� r I I I ------ ` �' 1 \\�� � �1-1 lIVIS --i i-------1- WALLSOOWE ® PANEL � p� I I I I I II ` �SWAR ' I - _ I I ♦ OUTLET a Q I I I I I I I 1 1 I I I I j �_%'- I I ®®M I �+ TMB940M MODEM LINE 2'x 4'FLUOR FIXTURE I I I I I I I I I I I I �' \� I it %I I I I M TELEF$10NE FLOOR O MET �"' I I I I I I I I �' ,, 1�. I , I I I I ____ XI I\ /I / I I }] GAB4 E N OUTLET I I I I I I I I I �- 1 1 11 / I / _ / I I 10'X 4'FLUOR FIX`IURE ;::::::::::. I I I 1 1 I I I I - 1 1 I I ---- - j I I ' W 9401 CARBON MONOXIDE hi I I I I I I L______J L 4 I I I I z----� I� ;''/ I / \ - i t DEiEGTOR I I I I I I I 11 I 1 r------F_---1 ® G �' I G I "I I I TUBEL16W I I I I I I I I I I I I I ` I \/ I I I O-t1L ALARM KEYPAD Ez-i I I I I I I I I I I I BATH-4/ L-Y-J s I I ____= IAS LIGHT I I I I I I I I I I I I I I I I I I ,' - ]1Y] I I SECURITY GAMLR4 ]tea I I I I I I I I 1 I I . I I I I T THERMOSTAT - I i I I I 1 1 '---J . i t O I I I I I I I I I I 11 • I I + GHAND/YENDANT LIGHT ,_, I I «.: «:: I i i � \\ �''— I i .urGTION Box I /L --- J\ l i i II ----- - 7 / \ i¢-------- I- H :.. : I ............................... . I I I I // // \\ \\ I I i »::»»»»:«:>:>::>......:> ... :1;>>::«:::::::<:::i::i::::i....._..: I,..... i i I .. 1- : z --- -� I I I I I I // / \ \\ 1 i I j I I 1 1 1 I I I :`.,; < -- I I Q I I I / // \\ \ I I �I I I �::`.1;:<..: I I NOTE: H/ \ I I I I I I I ; I : / t: »::?x:':? > s>.-:'»»>."::!:!,,.':!:!:::.,.,.",,+:..:..::: 1)ALL OUTLETS IN BEDROOM TO BE"A.F.I.". .;.: ;> ---------------J ....... -�_--- __---- -------- I I/ //// \\\\ \y --------- I I I I I I Iii I 1 1 I ( I I 2)ALLEXTERIOROUTLETSTOBE"G.F.L". I I L L __ __ �J I I I I I 111 :I I ( `: I I I I I 1 3)ALL ELECTRICAL WIRING TO BE IN ACCORDANCE WITH ARTICLE 200 OF NFPA 70A --- -- _L C _� ---- _ 1 I I I 1 1 1 Q 1I I I I I I 1 I I 1 11 I : ; I [ I I I I 4)ELECTRICAL INSTALLATION TO MEET THE REQUIREMENTS OF THE 2008 NEC. II I I I I L--- L_-_-- J I 1111 : I ....F I I I I 11 5 ALL CAN LIGHTS ON DIMMER SWITCH d' II II '---- ---J----------I--- --------- ------------- I IIS I I II II 11 ) m I L -i I -----1L 1 I € I I I I 11 Go 1 I j I I I I I I rn•0 0 .., ''' I (. _ ::::: I I I I 0 I I 1 1 NOTE: m I I I I � � M�� I I I H 9' I I I I .::I ,. ,: I I I I SPECIFICATIONS, PRICE SUMMARIES,AND CHANGE ORDERS TO SUPERSEDE THIS ELECTRICAL PLAN a� V H I I :i I .......I...... 1 1 15 1 -----� L---- I I 02m "' ....J L---+--J I THE PURPOSE OF THIS PLAN IS TO OBTAIN AN ELECTRICAL PERMIT. FIXTURES,SWITCH LOCATIONS, .4 •� ''' � �''' -----J----1---J AND RECEPTACLE LOCATIONS SHOWN ON THIS PLAN MAY BE INACCURATE DUE TO FRAMING OR m 0 10_ � 40 MECHANICAL CONFLICTS, SITE CONDITIONS,AND/OR BUILDING CODE REQUIREMENTS I CQ- THE PURCHASER WILL DO AN ELECTRICAL WALK THROUGH WITH THE PROJECT MANAGER DURING 4 C CONSTRUCTION. THIS WALK THROUGH WILL IDENTIFY THE PREDETERMINED LOCATIONS OF E L E 0 T R I (*** A L F Le A N I�- . __�,__ - !'� ', RECEPTACLES BY THE ELECTRICIANS, IN ACCORDANCE WITH LOCAL BUILDING CODES. AT THIS 0 w TIME, SELECTIVE LIGHT FIXTURES, PHONE AND TV JACKS WILL BE DETERMINED BY THE SCALE: 1/4°=I�-O�� PURCHASER AS TO THE PREFERRED LOCATIONS -'--I- �­­1- I I _____j 1 �4 I I . 1L� — II I 1 I � :'. � (D "'.'." t *" r '. �. V ::.:i:::.�.:.... ::.:::....�:::.:.:�.::.::.:�:::::::.�::::::.:� �. .... v.�::::.:.:::.:X. ..::.:..::::.: ... '._ \ - ' L. p}��.� wti b� / is "'i 1\LVLdCJLV :;>:.:::::::::.:::::::::.: ................... ksJ L. To \SHON�R . ......... \ i U I. -iH�v .. i , �. :: ^� ?...................... ..... .... < - :iii:;::>:i:i�::) 'i=1:ii:S :ii iiiiiiiii i ii i?i ii:i ii:=iii:i:::4;-;:::;::: ::::::%:: (� :*: i:_is iiii>: iii::=i:i:= iiii::i i;iii:is ::i :...: i::;:i::::::::::i::::-ii:. ::;.: ::::::i::`i::ii ii iii:: :a: ::::ii::::i::::::- �: \ i \ �� DECORATIVE \ �\ LIGHT Flit , AG.GOt�:Z \ ` ---------- �� OWNERS \ _ , O -- \ J - - -. ,.._,..,.-....... ............. . ..... \ BATH �� \/ �\ �� }- ��-- _�� '�\ �0 \\ STUDY / )IF : _ :; — H \ ,`�' ;� / / ... .................... .................................................. �11GUEST SUITE � '� \ I �. .I:::: / — i::i::::::i>::::::iiiiii::i::::ii::ii::::::<<: 1 � \ GUEST B H � I I _ r ; _ :.. __ Q s \ ,.. 1 'Y -� . 1 :......::._:::.:>:::.:::::::::::::::::::::::::. :::>>::> >: :::::ii::i::i::>:::::. ! J 9 :::::.:::::.::::::::::::::::::::::::.::.::.:::.:.:':::::::..:.::::::::..�.�::::v.:; ..... v ,`°\ \ —` \\ W. \ \\ I >.: —I I i 19 i i .- I ' /j}�� _ '�� :" I —.:......:::. ... ......::, — I I I , I - 1� I I RV..t:}T P RGH _.... � 1. ,:.:. .:: I I i I I 1 1 1 1 \, _ I \�\ : \ N.I.G. I ,' 1 1 1 1 1 ---- 1 I / I --------------------� �. _ _ \ \ ,--�- I _...... :<::<::: i W.I.G. ' I . - _ ---- / I : , .:. - ----------- DE POWER TO LANDSCAPE LI6FITIN6 ;: I I : f I D6GORATIVE k t I I 1 I i i i i i i_ \ j/............................ \ �J :. OWNER 5 BEDRM. FIM usHr — — I 1 I I I I I `\ .. —1 1 1 ;. ::.::: I I I -KF\ --- ---- — --- -- \ »: 1 I \ I 1 -----J .-------� ; \ I 1 --.1 I I I 1 , y ' w L _._..... \ I I FOYER ►�..:.:: / Ilu --------------------- _ ———— \ -----7,i3 I__ I TO LANSGAPE / ---- s - ---------- TO 16FIT L / L16HT3 ,����\�-�� / DEGORA i;::.......:.... .::::.::::. ::::::::::.::::::::::: =1� 1 -------_- I \ \ 4 / / \ ' __——— __ \ I I �i' 'ABOVE I , / u6HT Flxt i ——#� E1�TRY - I 1 I STUB AOR - % \ \ / I I - - y/ -- i '�`` .11 ;;: / "I / / '___ () I I I I I ' ems_ __ J \ \ i / /�\ I I J -•_-_ � i 1 I _ - _�vv== \ \\ I / �/ / II I I �� I I -�� I _. .��1\ ���-_�---N I to \ / 1 OPTI6NAL SUMER KITOH�I \`\ \\` / / // I I I "I _- y I _�-___ i / i :.; 2. I 32 6A5 GRILL :::.: :.................................. .........;: \ ------------- -� I I ---- \4- \ ,H r —1 / I 1 � 0 V �- I I I .:.:::':::..:.:.:.:.:.::: :.::.::_:::.::.:::.::.::::::.::::::. :: :ii::::::: ::.:.:•:.:::::'::.:::.:.::.::.::::::::::ii: : :_: : >::i::::::;::isi: :: : : ::::: : :: :i::i: : : :::: ::::::i::::::;::ii :_:: :: :: :: :: : :::i;:: :i::i: <: �i!ip ZI I ....._I . / I L----- / Lu I / \`- � II I I / / 7' -----7- ------ PRS on. r------------- \ / I i.:.: .I.. I , / I I : I \ I \ \\ j'.. .....-.--. mumm aunty I .... ' I I __= I \ .' '_'\\ -....... . \ i:: OL / I L' �ILOGA�MFM I y / /; : I J I ..... . . ....... _._.... I \ 1 — X / / I I: I i.: / / ...:.....: I I A •'_`.:.......... .......•r .._....... \\ ts) 5 I / / / I 1...1: I I I / ANT / LI--- - MUD RM. i / I K I I 1 - - li: :: 6 D---/ I I I , I I I I I ; \ s \ I I 1 ._ 1 1 ��'� I I I 1 g \ J I _ 0--- I I 1 _ '0' i _ I L'I I I I I / ;...,.-.L. I I i 1 _ I I Q �.�-.. __-- O :.::.:::::::. I \ I :'I I I I I I / 1 1 8 1 <:> : I I t---- , wo I 1 / - - I \ —_ —_ �. I 1 L...., I I , ANT , 1 I / I 1, O :. I \ , I I I I : I I -L----, ._ __*, -- I - --J `:: I I '� ( / - - ---- 1--.- ) mm I -- ....-.... . T ::'; 1 Arn _ OPTIONAL \ - I \ i I Lp0A11d1fBle"m I I--T - .; -i---- - --F-- _J \ I i_ ....... ...... I —+ ��y\ // I LQi J gi: I /� /� I \ _.: �.. I \ ...._.. ..... . _:.::< I I I I 1 ; L-- I I I I - \\ r ....!...... :;,h/I"\ I> t '.....::..: ...__ � I :..:...... PAYER PATIO i I, : ".I i \\ I i I i 1 . I - _- -► ----------- -- I I . I.....;.: I L------ - -- cn I ���� ,�� --'.. .----------- L---------- .::::::.:;;: III I :I I �. \ \ I I I I ------- I I ;F // ILL _J 1 — --- /� /� / �/� f't� �M. \\ \\ \\ I I - �� �''-__ I g ' I 1 _ _........ I r ... REAR PORCH , , \ \ \ I I K TSN I I I I D. a \.. 1 I I IED a :: / --_ \ I I I I I X :' -- I //,' \\\ I I �A5 RANGE W/HOOD ——J 1� _ i_11 \\ I % 1 :: / LAUNDRY 1 11 I;: -- ,.... ::;:<:::. .:::::.:::: : .: um - I m� I :. »:, :;. ; , :. 9i. �>::. i GPI. qF + . . J 6D0 z : : : : ': I .:... ::: .:.:::::::::::............::..::... .:_:......_...._... . . ..... :: >DR�NN BY: F I R !5 F L 0 0 R .-: <: . < I::::::::::::::::::::::::::::::::::::::::::::::: : KBG/bH/$Y J :::..... i .... I .11 :::::.::..:::::.:::::..:.::. O . ::.:, ::...... :.. ;::. «:.:::::.::;:.:.::::::.::.:::.:::.:.:. r I / GH6GK®BYi ..... ........... I- 3�- ''' :: : 1 . ....... ­­.........: �.. L I • 0 ::1 /! E L E COTR I CAL PLAN ' 4/13/15 } I a,. I1B. / SCALE: 1/4"=1'-011 :71sc,�LE� 1/411=11-011 A G.COPD. 11 .�� -L =----------_1115a_ 11 � �' GG� Sv .Ios rlul O� °� 30$8 1 A �` �°�� X054 0 6�2� >�riot ill G°ssv`` P4 I A10 10 , _ __ _ __ ________ = — ______ OF __j . . - .�... w. '�_!" ­.' ' 1. 1 -1 ­­ 11L �­ %�­ ­' 'L" I ­­ -f- '. - �'�­ t I ­,, ­ 11 1- -� ­�'� -"':';�� I I . I � '� - I - � - I —L- 1—- I - I L - ­ , I — � 1... J LmVE AREA TABULATION F I RST FLOOR 2211 SECOND FLOOR 8?I Hal TOTAL HI=ATED 3088 �13 ENTFRY/FRONT PORCH 155 REAR PORCH 276 2 GAR GARAGE 5'10 R �� Li�sE PA1R EAJ10 TOTAL UNDER ROOF 408- � Nt 0 ----------------------------------, ---- - LINE OF FIRST STEPS BELOW I ------'-'-------------------------- to I I I ` • I 1 CO Q 1 I 7�� i i 10 o H • I I � I r-- I I I I II I I II � ZOO ----- ----- 1 i i I WAS FORK-Nd� ~ I;I11 aIII II 1i 1i IiI1i 0-11/8"GEIL. VV -I PLUS PLUS STEFDOY`P 1 ` 110'-I I/$'i�EIL. � i it ray O I I I j 13J-4.s x IA1-5■ II11 I II 3 I I 1 II� � �I "- I l ii S�-yyss ------------- I L i 1 8 I -----' ' I � ' -------------------- ------------- -------------------------- ------------ ------ I ——— .--.————— la/x 30 8 I rte'--- - -r•>• - - --1� / f7 I+� 0-101 GEIL. ----- 1 I U- I I C✓[�L ' I� i I , , ' • I I I 11 , gx1J I IhGEIL --------I-y I I I I O'WJ�RS BAT'FF 1 jy I I tr+l 8iA I I I I I Ci I I TUB . Z (-�"`�_ 1 I (0'-I 1/8'GEIL - 0 i I I i i ii I I J 14W 1 I I r- --------� - o r'-rt` 1 i i i i i i i I I I 10' .116'GEIL I I aoii L-- -J I SEAT SHOPM W / I / ti ka 1 I - .,ye. . .- 7-1 I—T-—————r-ry I I I I I ! fI U .REP. I I I I I 7Xj 1 I I 7X10 ./ `. -----' 1 -- L---- j E I •_ .., .: .:`� -�--�_ '-r---I-- -31 Lk i -. ..., . _ •. _ ; .. ... -. _. iii. I i I•- - ' ' "' I .. _.._ I _ : � �J. L• I iii 1 ' ! I ' 1 iii ' I I I i t I I 1 1 uJ___F�a �I �+ �;_-w I t } I I 5'?t9'ISLAND I I I j n-t--'->1a►(I N C.�/ ---m I IFT--1 a° �[T� -II I iii lI?'-q1�11�8�1 G IL I i O I II I I o 11 I I II i U--`II}'LO x1130 111 6 -I,..II . LJ---Lu I I I I I III I 11 I I --'i i I I r I--- I n-i In I APRON SINK I I II i ftaffKITO 1 fDuct Sized er ASHRAE Standards1 � ��___rj I I IL Friction Los = ~s r __ __ w/BEAMS I -�-; V 1 Static = I 15' "I-' -7aI I 36• JFZR ?-- -_- -_- --L- 1 - I I I I 1 ' ; Total CF - `660 I 1 TRDuct Sizes shown in Area X Length �, I MI ' ' --- TEL C. CFM on Drawing -_-_ - — (� a I-� F=i— ! I . OA5 KR 1 TO go TUB/��I`lOW. � 5. O 0 - 100-1 I/6'GEIL. 1 \ ------------a------- --- ------- r r � ISLS.9H.ENGL On Duct Sized per ASH RAE Standards � r I � / SOFTENER A.H)1. ------- - t / Friction Loss = a 09 WATER VP - LU ----------------- vLT: I 30- - `� ` 1O P T-I 1160 GEIL Static = ---------_ N II f� --- I n /}{ I b To i �D Io'-I I/80 G1:IL. 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