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350 3RD ST - ARCH DRAWINGS � I 1 TAd" 1001.ofA55RS .3 V1..GTION OF STRUCi 1��R5 ba STRUCTURAL MEMBER ALLOWABLE _ a ____ I N07ES I I I DEFLECTION 23 3 APPROX - APPROXIMATE H'GP - HANDICAPPED PR - POWDER ROOM I RAFTERS HAVING SLOPES GREATER THAN 3/12 WITH NO L/I60 # - AND H6T - HEIGHT PSF - POUNDS PER _ FINISHED GEILIN6 ATTACHED TO F:AFTERS � - AT HW - HOT WATER SQUARE FOOT IV I (I) IT IS INTENDED THAT THESE DRAWINGS ARE PREPARED FOR BUILDINGS THAT WILL CONFORM TO THE (8) FOOTINGS ARE TO BEAR ON FIRMS LEVEL, � TAMPED AND COMPCT NATURAL ACTED ACTED IN ORDS OR ANGE WO�T�H HE MATERIAL, INTERIOR WALLS AND PARTITIONS H/180 H� - ��R �I ' �'�� b •'� 2014 FLORIDA BUILDING GODS, RESIDENTIAL. OR UPON SUITABLE SOIL THAT BEEN WE_L BM - BEAM _ ISA INC}{ 'FOUNDATION NOTES AS SHOWN ON THE DRAWI . BUILDER 15 R -SPON51BLE FOR INSURING THAT THE - BLOCK IN () INCH � e (2) THE MAXIMUM ALLOWABLE NUMBER OF STORIES AND HE16HT PER LOCAL ZONING ORDINANCES AND 501E MEETS ALL APPLICABLE STANDARDS. FLOOR, AND PLASTERED CEILINGS !/360 BD - BOAS INCL - INCLUDE PLY'WD - PLYWOOD I 11 5 _ INFO - INFORMATION a � PER THE 2014 FLORIDA BUILDING GORE, RESIDENTIAL, ARE AS FOLLOWS: (q) CONCRETE MASONRY UNITS SHALL BE ASTM-C,9 HOLLOW LOAD BEARING CONCRETE MASONRY UNITS, ALL OTHER STRUCTURAL MEMBERS L/240 BLDG _ BUILDING ID - INSIDE DIMENSION �� I �- MAX. NO. OF STORIES = (3) BTR BETTER _ REOD - REQUIRED �r _ NORMAL Y�E16HT, WITH A MINIMUM COMPRESSIVE TRENSTH OF 3000 PSI INSUL INSULATE - S I b 8� MAX. HEIGHT - 35 FROM GRADE EXTERIOR WA1..L5 WITH PLASTER OR STUCCO FINISH H/360 _ INT - INTERIOR RM ROOM � (10 ALL CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH • 28 DAYS: CLS CEILING REGEPT - RECEPTACLE I, I (3) THE BU I LD I N6 CONTRACTOR 15 RESPONSIBLE FOR COMPL I ANC E To THE CODE Ra&ARDLESS OF ANY ) � SLAB ON 6�RA+DE-2000 P51 EXTERIOR WALLS--WIND LOADS (,� WITH BRITTLE FINISHES L/240 (D) � - CENTERLINE JT - JOINT RES - RESIDENTIAL ti S� MISSING OR INCOMPLETE DETAILS OR 5 FOOTIN65-2000 PSI GOL - COLUMN RIS - RISERS GONG - CONCRETE JSTS - JOISTS RD 4 SH - R0D it SHELF ! (4) THE BUILDING CONTRACTOR AND HI5 SUBCONTACTRACTORS SHALL CONFORM TO ANY LOCAL ORDINANCES AND (11) STRUCTURAL STEEL SHAPES, PLATES, ETC,... SHALL CONFORM TO ASTM-A36, "FB"= 24,000 PSI. EXTERIOR WALLS`-WIND LOADS (,�? WITH FLEXIBLE FIN S !/120 CONT - CONTINUOUS - SHALL IFY DIMENISIO.NS MATERIALS AND CONDITIONS AND SHALL NOTIFY THE DESIGNER OF "E"= COMM COMMERCIAL L LAVATORY 5 - SOUTH � III � � A ° ANY D I SCREPA>�5 PRIOR TO�PROGEED I N& WITH HIS WORK. 29,000,000 PSI. NOTE: L = SPAN LENGTH, H = SPAN HE 16Ffit'. CRS - COURSE LT - LIGHT SKY'LT - SKYL I GHT 1 (12) WOOD FLOOR JOISTS CEIL.IN65 RAFTER BEAM AND HEADERS SHALL BE A. THE WIND LOAD, WHEN DETERMINED IN AGCORDANGE WITH A5GE 7 OR TABLE R301.2(2)► LL - LIVE LOAD SH - SHELF (5) THESE DRAWIN66 ARE PREPARED FOR DESIGN AND 5TR ZTURAL REFERENCE OM--'e. THE ELECTRICAL 5 SIZES. SHALL BE PERMI I I TO BE TAKEN AS 0.42 TIMES THE COMPONENT AND GLADDIN& LOADS DL - DEAD LOAD SHS - SHELVES FLOOR PLAN 15 INTENDED TO ONLY �iU66E5T LOCATIONS FOR FIXTURES, OUTLETS, A;dD SNITCHES. #2 OR BETTER SOUTHERN YELLOW PINE, KD 19, FOR THE PURPOSE OF THE DETERM I N i N6 DEFLEGTI ON LIMITS HEREIN. D I AM OR _ - D I AMETEK MAX - MAXIMUM STOR - 5TC)RA6E ELECTRICAL, MECHANICAL, PL.UMBI N6, AND OTHER BU I LD I N6 SYSTEMS, IF ANY, ARE TO BE DESIGNED, (13) IF ROOF OR FLOOR TRUSSES ARE USED THE I NEERI N6 AND MEMBER SIZES AND SPAG 1 N6 B. FOR CANTILEVER , L SHALL BE TAKEN AS TWICE GE THE LENGTH OF THE CANTILEVER. DBL - DOUBLE MEGH - MEGHAN I GAL STL - STEEL ENGINEERED AND ARE THE SOLE RESPONSIBILITY OF OTHERS. ARE THE SOLE RESPONSIBILITY OF THE MANUF TUBER. G. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN ROOFS OR WALLS OF SUNROOM ON - DOWN MET - METAL 5U5P - SUSPENDED ADDITIONS OR PATIO COVERS, NOT SUPPORTIN6 E06E OF GLASS OR SANDWICH PANELS, DWS - DRAWING MIN - MINIMUM (b) 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 SUPPORTING EDGE OF E►LASS, THE TOTAL LOAD DEFLECTION MISG - MISCELLANEOUS (TVP) - TYPICAL SHALL NOT EXCEED L/1?5 FOR EACH CLASS LITE OF L/60 FOR THE ENTIRE LENGTH OF THE ELEG - ELECTRIC, T46 - TONGUE 4 GROOVE Z THE FOUNDATION AND FOOTIN65 ARE DE516NED FOR A 2000 PSF SOIL BEARING CAPACITY. CONTRACTOR MEMBER, WHICHEVER 15 MORE STRINGENT. FOR SANDWICH PANELS USED IN ROOFS OR WALLS EXP - EXPANSION N - NORTH o SHALL VERIFY AND REPORT ANY DISCREPANCIES PRIOR TO PLACEMENT OF FOOT! OF SUNROOM ADDITIONS OR PATIO COVER, THE TOTAL LOAD DEFLECTION SHALL NOT EXT - EXTERIOR NTS - NOT TO SCALE VLT - VAULT 03 ,10 EXCEED L/120. NO - NUMBER as co o I--I D. DEFLECTION FOR EXTERIOR WALL WITH INTERIOR GYPSUM BOARD FINISH SHALL BE LIMITED FT O - FOOT H// - WITH cit I v TO AN ALLOWABLE DEFLECTION OF H/180. F& - FIXED 6L ASS' OPNG - OPENING W/O - WITHOUT L- � E. REFER TO SECTION R'705.7.2. FIN - FINISH OA - OVER-ALL �-.cow w FL - FLOOR OHM - OVERHEAD DOOR IST - FIRST O/ - OVER iq SECTION M1505 R5II.B FLOORS AND L.ANDI AT EXTERIOR DOORS. FLUOR - FLUORESG�T'T OPT - OPTIONAL APPLIANCE AGGESS . THERE SHALL BE A LANDI OR FLOOR ON EACH SIDE OF EACH EXTERIOR DOOR. THE WIDTH FT& - FOOTING a %-01 . OF EACH LANDING SHALL BE LEW THAN THE DOOR 5ERVED. EVERY LANDING SHALL HAVE FOUND - FOUNDATION . A MINIMUM DIMENSION OF INCHES MIA mm) MEASURED IN THE DIRECTION OF TRAVEL. 8312.1 GUARDS WHERE REQUIRED. F �- M1305.1 APPLIANCE ACCESS FOR INSPECTION SERVICE, REPAIR AND REPLACEMENT. EXTERIOR LANDIN65 BE PERMITTED TO HAVE A SLOPE NOT TO EXCEED 1/4 UNIT 6UARD5 SHALL BE LOCATED ALONG OPEN-SIDED WALKING SURFACES, INCLUDING STAIRS, GYP - 6YP`SUM APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR AND REPLAGEl _BUT WITHOUT REMOVING PERMANENT VERTICAL IN 12 UNITS ZONTAL (2-PERCENT). RAMP5 AND L.ANDIN65, THAT ARE LOCATED MORE THAN 30 INCHES (`762 mm) MEASURED N GONSTRXTI ON, OTHER APPLIANCES, OR ANY OTHER P I P I N6 OR DUCTS NOT CONNECTED TO THE APPLIANCE BE I N& INSPECTED, 0 EXG>^-PT10N° VERTICALLY TO THE FLOOR OR GRADE BELOW AT Ai►lY POINT WITHIN 36 INCHES (9!4 mm) -- SERVICED, REPAIRED OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES OF-EP AND 30 INCHES WIDE (`762 mm BY "162 mm) EXTERIOR BALCONIES THAN 60 SQUARE FEET(5b m2) AND ONLY ACGES5IBLE FROM A HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT BE CONSIDERED SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. INSTALLATION OF ROOM HEATERS SHALL DOOR ARE PERMITTED T HAVE A LANDING LESS THAN 86 INCHES (914mm) MEASURED IN THE A6 A GUARD. BE FERMI TTEI'� WITH AT LEAST AN 18-INCH (457 mm) WORKING SPACE. A PLATFORM SHALL NOT BE REQUIRED FOR ROOM HEATERS. DIRECTION OF TRAVEL.. AL - *rp[B( 0 M1305.1.2 APPLIANCES IN ROOMS. R 811.2 EGRESS DOOR 8312.2 HEIGHT. APPLIANCES INSTALLED IN A COMPARTMENT, ALCOVE, BASEMENT OR SIMILAR SPACE .SHALL BE ACCESSED BY AN OPENING OR AT LEAST ONE EGRESS SHALL BE PROVIDED FOR EACH DWELLING UNIT. THE EGRESS REQUIRED 6UARD5 AT OPEN-SIDED WALKING SURFACES, INCLUDING STAIRS, PORCHES, - - - DOOR AND AN UNOBSTRUCTED PASSAGEWAY MEASURIN6 NOT LESS THAN 24 INCHES (610 mm) WIDE AND LARGE ENOUGH TO ALLOW DOOR SHALL BE SIDE-HI ,AND SHALL PROVIDE A MINIMUM CLEAR WIDTH OF 32 INGFES (813 BALCONIES OR LANDINGS, SHALL BE NOT LESS THAN 36 INCHES (6114 mm) H16H MEASURED o,�? -- REMOVAL OF THE LARGEST APPLIANCE IN THE SPACE, PROVIDED THAT A LEVEL SERVICE SPACE OF NOT LESS THAN 30 INCHES (`762 mm) WF�N MEASURED THE FACE OF THE DOOR AND 11-E: STOP, WITH THE DOOR OPEN 4O VERTICALLY ABOVE THE ADJACENT WALKING SURFACE, ADJACENT FIXED SEATING OR . mm) DEEP AND THE HE16HT OF THE APPLIANCE, BUT NOT LESS THAN 30 INCHES ('762 mm), AT THE FRONT OR SERVICE DEGREES(1.571 rcW. THE MINIMUM CLEAR HEIGHT OF THE DOOR OPENING SHALL NOT BE LEW THE LINE CONNEGTIN6 THE LEADING EDGES OF THE TREADS. WALL SECTION NUMBER 5 THAN'16 INCHES(1961 mm) IN HEIGHT FROM THE TOP OF THE THRESHOLD TO THE . l 1 SIDE OF THE APPLIANCE WITH THE DOOR OPEN. SOTI•pNt OF THE STOP. DOORS SHALL NOT BE REQUIRED TO COMPLY WITH THESE MINIMUM EXCEPTIONS: . �, DIRECTION THAT THE • DIMENSIONS. EGRESS SHALL BE READILY PROM INSIDE Tim DY�ELLIN6 I. THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF A STAIR, FORMED BY THE RISER, KALL 5ECT�QN All SECTION 15 TAKEN MI305.1.3 APPLIANCES IN ATTICS. - WITHOUT THE USE OFA OR SPECIAL KNOWLEDGE OR EFFORT. TREAD AND BOTTOM RAIL OF A GUAiRD, SHA�L.l. NOT ALLOW PASSAGE OF A SPHERE 6 INCHES H ATTICS CONTAINING APPLIANCES SHALL BE PROVIDED WITH AN OPENING AND A CLEAR AND UNOE;STRUGTED PAS5A5EWAY LARGE EXCEPTION: (153 mm) IN DIAMETER. SHEET NUMBER ON WHICH ENOUGH TO ALLOW REMOVAL OF THE LAR&E5T APPLIANCE, BUT NOT LESS THAN 30 INCHES (`162 mm) HIGH AND 22 INCHES (559 mm) BUILDINGS THAT ARE 400 SQUARE FEET(37 m2) OR LEW AND THAT ARE INTENDED FOR USE IN 2. GUARDS ON THE OPEN SIDES OF STAIRS SHALL NOT HAVE OPENINGS WHICH ALLOW THE SECTION 15 DRAWN WIDE AND NOT MORE THAN 20 FEET (6096 MM) LONG MEASURED ALONG THE CENTERLINE OF THE PA55AOEWAY FROM THE OPENING C.ON Lw_,,noN WITH ONE' TWO-FAMILY RESIDENCES ARE NOT SUBJECT TO TSE DOOR HEIGHT PAS5ASE OF A SPHERE 4 3/6 INCHES (III mm) IN DIAMETER. _ TO THE APPLIANCE. THE PASSAGEWAY SHALL HAVE CONTINUOUS 50LIM FLOORIN6 IN ACCORDANCE WITH CHAPTER 5 NOT LESS THAN AND WIDTH REQUIREMEN OF THIS CODE. 24 INCHES 610 m WIDE. A LEVEL SERVICE SPACE AT LEAST 30 INCHES (`162 mm) DEEP AND 30 INCHES 062 mm) WIDE SHALL BE w ( ''"� RaII:r.� I�ANVRAiLS. R3O1.5 LIVE LOAD. PRESENT ALONG ALL SIDES OF THE APPLIANCE WHERE ACCESS IS REQUIRED. THE CLEAR ACCESS OPENING DIMENSIONS SHALL BE A HANDRAILS SHALL BE IDED ON AT LEAST ONE SIDE OF EACH GONTINUOU5 _ THE MINIMUM UNIFORMLY DISTRIBUTED LIVE LOAD SHALL BE A5 PROVIDED IN TABLE 8301.5 .I I A MINIMUM OF 20 INCHES BY 30 INCHES (SOS mm BY '162 mm), AND LARGE ENOLASH TO ALLOW REMOVAL OF THE LARGEST APPLIANCE. RUN OF TREADS OR FLI WITH FOUR OR MORE Ri5ER5. EXCEPTIONS: I. THE EXCEPTIONS: AND LEVEL SERVICE SPACE ARE NOT REQUIRED WHERE THE APPLIANCE CAN BE SERVICED AND REMOVED R°SIi.'1.6.I HEIGHT. ED\/L9"C,ALLY FROM THE SLOPED PLANE ADJOININe _ TAd" fool.�J' All GROSS-SECTION LETTER 2. WHERE THE PPA55A&EWAY 15 UNOBSTRUCTED AND NOT LESS THAN 6 FEET (1829 mm) HIGH AND 22 INCHES (559 mm) WIDE FOR ITS TREAD (NOSING OR FINISH SURFACE OF RAMP SLOPE,SHALL. BE NOT LESS THAN INCHES MINI MUM UN I FORML.Y D 15TRI BUTED LIVE LOADS , DIRECTION THAT THE ENTIRE LENGTH, THE PA�SSA&EWAY SHALL BE NOT MORE THAN 50 FEET (15250 mm) LO!16. (664 MM) AND NOT MORE 36 INCHES 0965 MMI). (I N POUND5 PER 5 UARE FOOT) CORJOSSrSECTIONS SECTION 15 TAKEN EXC430 TIONS: MI305J.3.1 ELECTRICAL REQUIRTNTS. I. THE USE OF A VOLUTE, OR STARTING EA51N6 SHALL BE ALLOW®OVER THE THE USE LIVE LOAD SHEET NUMBER ON WHICH 10 LOVeST TREAD. ATTICS WITHOUT STORAGE 10 THE SECTION I5 DRAWN 9 A LUMINAIRE CONTROLLED BY A SWITCH LOCATED AT THE REQUIRED PASSAGEWAY OPENING AND A RECEPTACLE OUTLET 2. W-EN HANDRAIL FITTI OR BENDING5 ARE USED TO PROVIDE CONTINUOUS TRAN51TION ATTICS WITH LIMITED STORAGE 6 20 A 04 SHALL BE INSTALLED AT OR NEAR THE APPLIANCE LOCATION IN AGGORDANCE WITH CHAPTER,39. BETK!EN FLIGHT'S,THE NSITION FROM HANDRAIL TO GUARDRAIL,OR USED AT THE HABITABLE ATTICS AND ATTICS SERVED o'd 'N� START OR A FLIGHT,THE ANMAIL HEIGHT AT THE FITTIN63 OR BENDINGS SHALL BE WITH FIXED STAIRS 30 All �o v ( ') M1305.1.4.1 GROUND CLEARANCE.. PERMITTED TO EXCEED MAXIMUM HEIGHT. BALCONIES I AND DECKS 40 �/ EQUIPMENT AND APPLIANCES SUPPORTED FROM THE GROUND SHALL BE LEVEL AND FIRMLY SUPPORTED ON A GONGRETE SLAB OR FI APES owa OTHER APPROVED MATERIAL EXTENDING NOT LESS THAN 3 INCHES 06 mm) ABOVE THL�ADJOINING GROUND. SUCH SUPPORT SHALL BE 83117.6.2 CONTINUITY. 6UARDRAIL5 AND HANDRAILS D 2 ANGE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. APPL!ANGES SUSPENDED FROM THE FLOOR SHALL HAVE A HANDRAILS FOR STAIRWA 5 SHALL BE CONTINUOUS FOR THE FULL LENIGTH of THE GUARDRAILS IN-FILL COMPONENTS 50g'go IN FLIGHT,FROM A POINT DI TLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT CLEARANCE OF NOT LE-55 THAN 6 INCHES (152 mm) FROM THE GROUND. DIRECTLY ABOVE TI-EE T RISER OF THE FL16HT. HANDRAIL ENDS SHALL BE P VEHICLE 6� 50 ROOMS OTHER THAN SLEEP I N6 ROOMS 40 rl""�� DETAIL NUMBER �p°q I RETURNED OR SHALL (NATE IN IEhEL POSTS OR SAFETY TERMINALS. HANDRAILS SLEEPING ROOMS 30 DETAILS SHEET NUMBER ON WHICH .4 °' m ~ MI305.1.4.3 ELECTRICAL REQUIREMENTS. ADJACENT TO A WALL SH HAVE A SPACE of NOT LESS THAN i I/2 INCH (36 MIM) STAIRS 40 G Al THE DETAIL 15 DRAWN I .o A LUMINAIRE CONTROLLED BY A SWITCH LOCATED AT THE REQUIRED PA55A6EWAY OPENIN& AND A RECEPTACLE OUTLET SHALL BE BEThE�N THE WALL AND HANDRAILS. INSTALLED AT OR NEAR THE APPLIANCE LOCATION IN AGGORDANGE WITH CHAPTER 361. EXCEPTIONS: 03 I. HANDRAILS SHALL BE I I I To BE i BY A NEHEL POST AT THE v M 13012 ANCHORAGE OF APPL I ANDES. 2 THE USE A VOLUTE TURNOUT STARTING EASING OR STARTING NEhEL SHALL BE FOR SI: I POUND PER SQUARE FOOT = 0.04"19 kPa, I SQUARE INCH = 645 MM 2 , ,' W APPlIANDES DESIGNED TO BE FIXED IN POSITION SHALL FASTENEi7 OR ANCHORED IN AN ALLOWED OVER THE LO T TREAD. I POUND = 4.45 N. DIRECTION THAT THE APPROVED MANNER. IN SEISMIC, DESIGN CATEGORIES DI AND D2, WATER HEATERS SHALL BE A. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD ELEVATION 15 TAKEN ANCHORED OR STRAPPED TO RESIST HORIZONTAL DISPLACEMENT CAUSED BY EARTHQUA RLL"1.6.3 GRIP SIZE. APPLIED OVER A 20-SQUARE-INCH AREA. �"' ` ALL REQUIRED HANDRAIL SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT B. A,mcs WITHOUT STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETY�EEN ELEVATION NUMBER MOTION. STRAPPING SHALL BE AT POINTS WITHIN THE UPPER ONE-THIRD AND LOYONE-THIRD . GRASPABILITY. . JOISTS AND RAFTERS 15 LE55 THAN 42 INCHES, OR WHERE THERE ARE NOT TWO OR MORE I E'S VERTICAL DIMENSIONS. AT THE LOWER POINT, THE 5TRAPPIN6 �t �sLL �` OF THE ADPL ANG SHEET NUMBER ON WHICH I. TYPE I. HANDRAILS WITH CIRCULAR GR455 SECTIONS SHALL HAVE AN OUTSIDE DIAMETER 4F QT A�DJAGENT TRUSSES WITH THE SAME YVEB CONFIGURATION CAPABLE OF GONTAININ6 A RECTANGLE MAINTAIN A MINIMUM DISTANCE OF 4 INCHES (102mm) ABOVE THE CONTROLS. _ LEAST 1 1/4 INCHES(32 AND NOT GREATER THAN 2 INCHES(51 mm). IF THE HANDRAIL 15 NOT 42 INCHES HIGH BY 2 FEET WIDE, OR 6REATER, LOCATED WITHIN THE PLANE OF THE TRUSS. All THE ELEVATION 15 DRAWN CIRCULAR IT SHALL HAVE A PERIMETER DIM IDOICIN OF AT LEAST 4 INCHES (102 m n) AND NOT FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT BE ASSUMED TO ACT GONGURRENTLY y 14� GREATER THAN 6 I/4 I 060 mm)WITH A MAXIMUM CROSS SECTION OF DIMENSION OF 2,1/4 WITH ANY OTHER LIVE LOAD REQUIREMENTS. INGaES(59 mm). ED'S HAVE A MINIMUM RADIUS OF 0,01 INCH(OM m n). G. INDIVIDUAL STAIR TREADS SHALL BE DE516NED FOR THE UNIFORMLY DISTRIBUTED LIVE � �1.Z.1.2 2. TYPE 11. HANDRAILS WI A PERIMETER GREATER THAN 6 1/4 INCHES(160 mm) SHALL HAVE A LOAD OR A 300-POUND CONCENTRATED LOAD ACTIN& OVER AN AREA OF 4 SQUARE W� ON PikSTMINS .. GRASPABLE FINSE11 REG AREA ON BOTH SIDES OF PROFILE.THE FINGER RECESS SHALL RESIN INCHES, Y�-IIGHEVER PRODUCES THE 6REA+TLR 5�. j, do-ftj�, VQ ��V� WITHIN A DISTANCE OF 3/ INCH(19 mm) MEASURED VERTICALLY FROM THE TALLEST PORTION OF D. A 5JNSLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE CoONTROLLEC, T ✓TTT ::FO'R P� :��/ _ ID A,DiG,D THE PROFILE AND AGHI A DEPTH OF AT LEAST 5/16 INCH (6 mm) WITHIN?/6 INCH (22 mm) TOP. TOP OF SLAB = O-O �T �.►•fION IN .� ---_-- , _._,._ BELOW THE WIDEST PORT( OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR AT E. SEE SECTION 8502.1.4 FOR DECKS ATTACHED TO EXTERIOR WALLS. . FASM HIM '�R 'TYPE _-.•A� AN 4 FOOT< 6 FOOT< LEAST 8/6 INCH(10 mm) T A LEVEL THAT IS NOT LEW THAN 1 3/4 INCHES(45 mm) BELOW Ti•E F. 6UARD IN-FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL .. ,# - ' i , -n & PAM SPAN Q tjPAN TALLEST PORTION OF THE PROFILE. TIE MINIMUM WIDTH OF THE HANDRAIL ABOVE THE RECESS FI SHAH. BE DE516NED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF - : < 6 FOOT S $ FOOT SHALL BE 1 1/4 INC,ES(g mm) TO A MAXIMUM OF 2 3/4 INCHES (7omm). �6 SHALL HAVE-A -�I. z 50 POUNDS ON ;ARi� ARBA EQUAL TO I SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED TO BUILDING SHALL BE DESIGNED AS FULLY ENCLOSED WITH THE USE OF EITHER "OPTION A" -----t=_-- --- MINIMUM RADIUS OF 0.01 i (0.25 mm). ACT GONGURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENT. __ OR "OPTION B" SHUTTER SPECIFICATIONS (NOTED BELON. OTHERWISE, APPROVED S EK , - I 1 1/Z"MIN. 6. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED WITH TRUSSES, TH15 LIVE LOAD ' IMPACT RESISTANT WINDOWS AND DOOR., CERTIFIED TO MEET EITHER MIAMI-DA17E -BASED OPTIONAL. HANDRAIL �J'EOTI ONS NEED BE APPLIED ONLY TO THOSE PORTIONS OF THE BOTTOM CHORD WHERE THERE ARE OR THE STANDARDS E5TABL15HED IN SECTION R501 OF THE FLORIDA BUILDING CODE, 'ANCHOR WITH 2-INCH I I 10 6TWO OR MORE ADJACENT TRUSSES WITH THE SANE HES CONFIGURATION CAPABLE OF RESl1�ENTIAL. _. EMBEDMENT LENGTH GONTAININ6 A RECTANGLE 42 INC,HE-5 HIGH OR GREATER BY 2 FEET WIDE OR GREATER, 90 WOOD LOCATED WITHIN THE PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETY�N THE TOP SIC nt. W.L . ind SZones OF THE BOTTOM GHORt7 AND BOTTOM OF ANY OTHER MEMBER PROVIDED I DED THAT vw SCREW-BASED ® THE T'RLl55 \ 0 11111 . ANCHOR WITH 2-INCH Ib 12 9 I " May EACH OF THE FOLL.OWIN6 CRITERIA IS MET. �: ,. �GIr-IGAon EMBEDMENT LENGTH 1. THE ATTIC AREA 15 ACGE551BLE BY A PULL-DOWN STAIRWAY OR FRAMED OPENING � "' � 1N A�GGORDANGE WITH SECTION R 80'7.1. ":+} ;�`° OPTION A 1/4 j�,46i -1 2. THE TRUSS HAS A BOTTOM CHORD PITCH LESS THAN 2:12. :. WOOD STRUCTURAL. PANELS WITH A MINIMUM THICKNESS OF 7/Ib" 011.1 mm) AND A MAXIMUM SCREW-BASED 3. REQUIRED INSULATION DEPTH IS LE-95 THAN THE BOTTOM CHORD MEMBER DEPTH. L. .. SPAN OF 8 FEET (2438 mm) SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- ANCHOR WItN 2-!NCH 16 16 Ib '�'HE BOTTOM CHORDS OF 7RU55M MEETING THE ABOVE CRITERIA FOR LIMITED STORAGE 7.:: � ' . PANELS SHALL BE PRECUT 50 THAT THEY SHALL BE EMBEDMENT LENGTH SHAa.L. BE DE516NED FOR THE GREATER OF THE ACTUAL IMPOSED DEAD LOAD OR 10 f, � ;; � !. . . < ? ' , AND TWO STORY BUILDINGS L p`t xv �`` ATTACHED TO THE FRAMING SURROUNDING THE OPENING GONTA►ININ& THE PRODUCT -- 8302.11 FIREBLOGKING. UNIFORMLY DISTRIBUTED OVER THE ENTIRE SPAN. , :.�� . SI: 1 INCH = 25.4 mm, I FOOT = 304.8 mm., I FOUND a 4.448 N I MILE PER HOUR = 0.44'1 m/s. ./ . z r �,�; `� WITH THE 6Lr4ZED OPENINGS. PANELS SHALL BE PREDRILLED A6 REQUIRED FOR THE IN COMBUSTIBLE CONS T10N FIREBLOGKIN6 SHALL BE PROVIDED TO GUT OFF ALL + 'rte f. _ HARDWARE SHALL BE PROVIDED. GONGE,4LED DRAFT IN65 6BDTH VERTICAL AND HORIZONTALS AND TO FORM AN H. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A , � ,�� 1,7 A METHOD, AND ALL REQUIRED A. THIS TALE IS BASED ON 130 MPH WIND SPEEDS AND 33-FOOT MEAN SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE CONCENTRATED f,� �,_, ; :: �"" `t ?r~' �+.- PERMANENT BION RESISTANT ATTACHMENT HARDWARE WITH ANCHORS _ ::: ....... : �� M s. `' . X AN EFFECTIVE FIRE B IER BETYEEN STORIES AND BETWEEN A TOP STORY AND ROOF HEIGHT. LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE IN FILL COMPONENTS. ; r`�;: _ ,, + � ..a t } PERMANENTLY INSTALLED ON THE BUILDING SHALL BE PROVIDED ASD DESIGNED TO THE ROOF SPA:GE. FI KiN6 SHALL BE PROVIDED IN WOOD-FRAME CONSTRUCTION THESE LOADS SH BE DETERMINED INDEPENDENT OF ONE ANOTHER AND LOADS ARE `' * • { ' yrt `':I �kk' # ALL r,,� a N(1'r .,t. '� t yZti N�'' s..- :. „!, f.. ,iti *". RESIST THE COMPONENTS AND GLADD I N6 LOADS DETERMINED I N ACCORDANCE W!TH B. FASTENERS SHALL INSTALLED AT OPP05I N6 ENDS OF THE WOOD I N THE FOLLOW(IDG LOG TIONS. , IN6. TTAGHMENT IN STRUCTURAL PANEL. FASTENER5 SHALLBE LOCATED A MINIMUM OF I INCH I. IN CONCEALED 5P ES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED ASSUMED NOT TO OGGUR WITH ANY OTHER LIVE LOAD. f � -;: THE PROVISIONS OF THE FLORIDA BUIL.DIN& GODS, BUILDA FROM THE EDGE OF THE PANEL. 3. :�, 'r r � . - A�:GORDAiNGE WIT�••I TABLE 8301.2.1.2 WITH PERMANENT BION RESISTANT SPACES AND PA ROWS OF STUDS OR ST STUDS, AS FOLLOWS: G. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING ATTACHMENT HARDWARE PROVIDED AND PERMANENTLY INSTALLED ON THE I.I. VERTICALLY AT CEILING AND FLOOR LEVELS. BUILDING IS PERMITTED FOR BUILDIN65 WITH A MEAN ROOF HEIGHT OF 45 FEET (10 056 WITH AN EMBEDMENT LENGTH OF 2 INCA MINIMUM INTO THE BUILDING FRAME. 1.2. HORIZONTALLY INTERVALS NOT EXCEEDING 10 FEET (3046 MM). # I _ � OR YVHERE WIND SPEEDS DO NOT EXCEED 140 MILES PER HOUR (58 m/s). FASB - BE LOCATED A MINIMUM OF 2 I/2 INGHCS FROM THE EDGE 2. AT ALL INTERCO TIONS BETYAMN CONGEALED VERTICAL AND HORIZONTAL ._11-1%. ...... s t .j;_::L LF55 OF CONCRETE BLOCK OR CONCRETE. SPAGE5 SUCH AS AT SOFFITS, DROP GE I L IN65 AND COVE GE I L IN65. °� , ._.: r t 1 �ITIONk. _ .> APPROX.� ,. D. WHERE PANELS ARE ATTACHED TO MASONRY OR M�/STUC.CO, THEY 3. IN CONGEALED ES BETWEEN STAIR STRINGS AT THE TOP AND BOTTOM OF zA ... SHALL BE ATTACHED U51N6 VIBRATION-RESISTANT ANCHORS HAVING A THE RUN. ENCLOSED SP E5 UNDER STAIRS SHALL COMPLY WITH SECTION R302.77. - ION (1) THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE >r : a�, ; MINIMUM ULTIMATE WITHDRAWAL GAiPA:G1TY OF 1500 POUNDS. 4. AT OPENING, VENTS, PIPES, DUGT'�i, GABLES, AND WIRES AT CEILING AND i. : .:...} .+ . A t „w . . G FLOOR LEVEL, WITH AN MATERIAL TO RESIST THE FREE PASSAGE OF FLAME STANDARDS ESTABLISHED IN THE 2010 FLORIDA BUILDING A, -__�j r + "' Y, X CODE, RESIDENTIAL, SECTION 8301 OR AN ENGINEERED DESIGN -: `~ OP'nON B AND PRODUCTS OF TION. Tt MATERIAL FILLING THIS ANNULAR SPADE SHALL , • t y- , NOT BE REQUIRED TO T!-E ASTM E 136 REQUIREMENTS. PER 8301.1.3 r- " ''" 1. ,. a D SHUTTERS CERTIFIED TO MEET EITHER MIAMI-DADE OR , , :: I% ;.. r t APPROVE 5. FOR THE FI IN6 OF CHIMNEYS AND FIREPLACES, SEE SECTION RIO03.19. (2) THE BUILDING IS LOCATED IN THE WIND BORNE DEBRIS REGION. �` ` F.B.G. IMPACT TESTS. SHUTTERS MAY BE ROLL DOWN PANEL - '; : •:: : - : ' ' 6. FI INS CORNICES OF A TWO-FAMILY DWELLIN6 15 REQUIRED AT THE THE DESIGN SHALL INCORPORATE IMPACT &LASS, ENGINEERED : '= I , : .L i. `' ` .. :; . AGGORDI ON OR OTHER DES16N TYPE. , r . .: A LINE OF V ELLIN6 UNIT TION. , OR LABELED, SITE STORED, PLYWOOD �, r -----F __if 'A" . - - 1'�.. .:., ...... ... 1. Y•. WITH PERMANENT, STRUCTURE AFFIXED, HARDWARE. - �� 1. I r �k Mkt FiEG3> _ .+ R302.12 DRAFT5TOPPI . IN COMBUSTIBLE CONSTRUCTION WHERE t (3) THE MAIN WIND FORGE RE515TIN6 SYSTEMS ARE DE516NEi? <' ; ;. .* THERE IS USABLE SPAG BOTH ABOVE AND BELOW THE CONGEALED SPACE r ;� . x i j OF A FLOOR/GEILIN6 Y DRAFT5TOP5 SHALL BE INSTALLED SO THAT TO WITHSTAND THE WIND LOADS �550GIATED WITH THE "ULTIMATE" -"� 1. t,.... THE AREA OF THE GO SPACE DOES NOT EXCEED I : : : i> ....:t �' ,000 SQUARE DE516N WIND SPEEDS PER SECTION 301.2.1.3. r FEET (92.9 m?,). TOPPING SHALL DIVIDE THE CONGEALED SPACE � `` T INTO APPROXIMATELY AL AREAS. WHERE THE A"56EMBLY IS (4) THE BUILDING CATEGORY SHALL BE (11) AS PER ASCE -1-10, -= ,v�' ENCLOSED BY A FL MEMBRANE ABOVE AND A GEILIN& SNE TABLE I-I. M- x �.. _ �: BELOW DRAFSTOPPI N6 ALL BE PROVIDED IN FLOOR/GE I L I N6 t` (5) THE BUILDING SHALL HAVE A WIND EXPOSURE CATEGORY `" . }- �LIES UNDER THE FOLLOWING CIRCUMSTANCES: _ :; -- X w A5 DETERMINED BY THE ENGINEER'S FIELD SURVEY of THE PROPERTY � . 1 I. CEILING IS UNDER THE FLOOR FRAMING. (6) THE BUILDING SHALL HAVE AN INTERNAL PRESSURE COEFFICIENT k �`� , V kb 0 2. FLOOR FRAMING 15 NSTRUGTED OF TRUSS-TYPE OPEN-P EB OR IN A�GGORDANGE WITH THE FLORIDA BUILDING GORE,RESIDENTIAL, logit - _� PERFORATED FOR "FULLY ENCLOSED" BUILDING. 611 G v 1j�wt��o s 8 moo.t: .. ' (7) THE COMPONENTS AID.GLADD I N6 HAVE BEEN S�EI.EGTED, '`" ""°�"�"°°°' � ::� ' AND THEIR USE INCORPORATED INTO THE DESIGN AND '"�cc""°"' SPECIFICATIONS, IN ACCORDANCE WITH TABLE R301.2(2) OF THE wMi e°'7 �' 1 i l+B$ "". � y�,� :.�aN. m +Y fa....a. i,r,.. V FLORIDA BUIL.DIN& CODE, RESIDENTIAL. APPLY THE Pz APPROPRIATE(3HE16HT AND EXPOSURE COEFFICIENT FROM � O (6) GAR ,&E DOORS ARE TO MEET DE516N PRESSURES BASED ON �_ V THE FLORIDA BUIL.DIN6 CODE AND (ASCE?-10) EXPOSURE CATEGORY. (9) SEE STRUCTURAL ENGINEERING SHEETS FOR DEVON COMPLIANCE I1 O " F- � < � # rz �� 5f - 14 , j 0 m 1 I c1c'�.,,,..t e i ' .i f. S €I >.L ¢"�_ F ep O 11 � � Vh, .pg 71 OST 1 9 2016 , 1 Y,....._ - ---- -.; (Al)I INEC-X a-" *&If COVER SHEET (A2) ARCHITECTURAL 51TE PLAN (A3) ELEVATIONS {OFFICE COPY ________ (A4) CROSS SECTIONS - (A5) FIRST FLOOR PLAN KB6� (Ab) SECOND FLOOR PLAN (A?) GUEST HOUSE -----=-------- ARCHITECTURAL�'R�if"'�I TEGTU��LDRANINC75 REVIEWED FOR CODE COMPLIANCE c.�u®er, (A8) FOUNDATION PLAN CITY OF ATLANTIC BEACH (A9) ROOF PLANPATIEs (A10) Y�IALL SECTIONSI I" 10 ACwH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS S/03/1b (All) FLASHING DETAILS (AI2) WINDOW 4 DOOR FLASHING BY: �AT�: 1- /,6 sc I4��wi[,�f� A13 ELECTRICAL PLANS f;LAT 0 5 561RE�II D � , (A15) L AL LA do p� .ios t�le� .3820 57RUCTUR46L 11 �c� (SI 52 53 54) PLANS BY OTHERS --------- --------- ANY AND ALL ENGINEERING DRANIN65 TAKE I �` �G , 11 Y PRECEDENCE OVER ARCHITECTURAL I7RAWLN65. CJ�� . Gp �o ♦Ll T�WB ND: 5 Ov- �c �s S P �S I � ♦ e e LOT , g AREA OF LOT = 10,500 S.F. LOT 12 LOT 14 a a LOT 16LOT 18LOT _20 _ fiO0'TPRINT � HOUSE 3��pp24 5.1=. (I IOUS FOOTPRINT OF WEST HOUSE = 521 5�. I OM) AREA OF POOL = 480 S.F. (IMPERVIOUS) . . AREA OF SERVICE cc�uRTS AND SCR�t r�ALLS as S.F. � l4OwOO' (IMPERVIOUS) � DRIVEWAY AND WALK (PAVERS o/SUB 5TRATE) 100% PERVIOUS, NOT INCLUDED. POOL DECK (PAVERS o/SUBSTRATE) ., 100% PERVIOUS, NOT INCLUDED. al 11111 51-0 TOTAL IMPERVIOUS = 4J24 S.F. PER�MWA6E OF COVERME = M21% 10.00' 20.00' 10600, 50.001 . 00 U 4 5' Q.R.L. o z ago o H I I � ,CIS n II IIWW. I INWSW FWLx � 0 0mgm BY I II _ I _ I co I w II REAR PORCH ' I � ' I ce ------------- � II m� d LOT 1 I r TWO STORY LOT Iq p . RESIDENCE ce i :::........ 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V �► �— < V 0 m < � CI- 0 a flRAWd BYE K6/DH OFFICE COPD PAM 8/03/16 SCAM p� 3820 '�• Gp ZO A or 15 Z� r�Hoy F 5 G s P �s a � as a I I-o" 5/4'MDf.BOARDS cnrPa — PT.6x6 POST 16 _ Q PT.2x4 SLOC40NO A5 FWD. o z ao CO o F� A TYR FRAMED cI A5 COLUMN DETAIL. � .. 50ALE: 1 1/2" = V-0" 12'-0" v°; xw 12" 21-6 6 1-0 " -6 " 1 A�-!" Iq'-4" " 17 1 -0 211 W O 4'-0" 12'-6' 13 GOND4 COO-2 Zi 50 6 5016 (2) SK } , #A 411 41 we 'Aff. FD•t 'AFF. W.t 8'AFF. � .............. .:.::::.. 3.....t. dJ 4'-0'Aff. r1 SOFFIT t NOUNS - - � � ----- ------- W N AHu-I I I ............ '# I I — 54 PLYWOOD T - - T-IN I I FAGS OF BRICK WiF1.00R I 42'PRE-fASWATED _ I I :•::•::.:::• :.:. ::::.::•:::• ...... �Ml6GT VENT FIREPLACE 11/LI BRIGIG �1 ROW.00.K (`1YPj 1 - lO'-I W.GEIL. rl � I I 42'PRE-FABR�ATi� 't'H ;= 1 T1iEAD5 i RISERS I I DIRECT VENT FI 5T DRAFTSTOPPING SUSPENDED CEILING b r SUBFLOOR ► RR FLOOR JOIST �s a DRAFTSTOP MATERIALf :':•:;:•:::•:::`::;•::,: : DRAFTSTOPPING OPEN WEB FLOOR SYSTEM SUBFLOOR TRUSS ::::,;;:':::. ;;.::::. ,..,:.::.;,:,• DRAFTSTOPT I '? :: :::; i ::\':•::\is i i:`.:1 .y .ti•�•..:•::.::•'.'::., � T � � � Y it DRYWALLy � y R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a floor/ceiling assembly, draftstops shall be installed so that the area of the concealed space does not exceed 1,000 square feet(92.9 m2). Draftstopping shall divide the concealed space into approximately equal areas.Where the assembly is enclosed by a floor membrane above and a ceiling membrane below,draftstopping shall be provided in floor/ceiling assemblies under the following circumstances: 1. Ceiling is suspended under the floor framing. 2. Floor framing is constructed of truss-type open-web or perforated members. y R302.12.1 Materials. o H Draftstopping materials shall not be less than 1/2-inch(12.7 mm)gypsum board,3/8-inch(9.5 mm)wood structural panels or o other approved materials adequately supported. Draftstopping shall be installed parallel to the floor framing members unless ajC6 o F---I otherwise approved by the building official.The integrity of the draftstops shall be maintained. I v V LI"V■ ` 12-0" W 1 4 a O I�'-�T' �1-/111 5111 SI�■ 'T "V (� 5H 2620 ?650 ® 2620 tD. b AFF® W.• P. ID•• 'AFF. IV.0 V) ------------- - 2 Aft � I �- -I -1t`I 61_8■ W/G 13'-I ■ _ I I I 7'-II ;� ......... lo'-4n I BM'RMN I I I I I I 11 q'-1 115'GBL _:......... 2650 5H• 41-1I I 1 I 1 W..V AFP. sI i I } 4 I� � _ I I I� h ■ I I � � f 11 � I I I •� _. = 900 5F1. I � W.•V APF. Q 0'0 2�0 ------ ------ --- -- ---- - V5'C4EL °►�c = �� ° PICT. I w I I a ; I I :.: -------------- --------- ---- - I I • - :. ' -------------- �`-- --- ---- :;•:::>: :::; :::;: ::»;:::::>.::::.:.: I I ■ ::. --------------- to ::. N ::. I 36�H.I W.F hUUJ.. _T 4— .. ... ..... ........ .......... ............. I r ti 4 : 7 _ I 1 I ' 2,00 MIR, I - / � wo - I l \ ---- --------- -- ---- / I 4'-3" 8'-10" 4 I 8'_10" p) e�� 60'VANITY g0id0 9t.DIN6 I I I Wal ' I M DOORS I I I �26+60 I 2150 51f. }D.0 b AFF. = Q A-A �f/11 A4 ............. ........ 18'-4" I n i = 60'VANITY I 'p OA-A% I■rr/yam 1_�t. V—/1 •�■� I 1 " I 1 1f ,' a�iii I T A/r .7Wri. -T �/ =1 I L 51-0 -4 q-1 I/5'GBL. .:.: I TRAY COIL FROM I4Y V8' �� p12 C1TO 11 A � :::••. I -- )- I I \ 56w.BALE KALL �r I -------------- ------- ———————————--— ——————— �,. \ " t ;. I I I �n 1 I I I _ - BAN DOOR � I I � I--2 ��.. I I :.. EXTERIOR 2160 GA. _ I 11 I I I I I � �ALL WALIa ARE ZX6 EKC�P'T A5 NOTED I I ____- I I - 2)AU INTERIM WALLS ARE 2X4 EXCEPT AS NOTED O I I I I I qt1 YW CBL W ----- I I 3 ALL K LL.THICK Al � ACTUAL 2X4=3 I/2 'T _ 2x6n5 I/2 2x 41/4,£TG... V@tT I I ....................... I i Q ....... 30�o I 4)THE 50 AND QIJAAtt'ITY OF ALL EXTERIOR STEPS AM II 4-1116'GBL s - TO 8E FIELD BY I I I D HD A.I�F. Q OTS. 5) PLATE NO GEILIN6 HEI"ARE TAdCEN I=�" = I I q'-1 V81 GEIL 1 — I ...... `� I I Au 2650 5H. I I ........... - `TOP OF)HOUSE (2) #Kv I I I I 6)VERIFY THE KITC+EN A�?YA�NITY FD•.b'A.F.F. T _ m'NP q'-I 115'GBL. OFIG. LAYOUTS N1T�1 - I I _____ I I TIE DETAILS DONE BY OT�7RS. 7 ALL ) ANt51,E5 An 45°U��.F�56 OTHF�WISE NOTED. 11-6 5 I q18. I r- b,-4" .` I I I 6)ALL INTERIOR AND EXTERIOR FLOOR 4 STB'FINIS M 12' I I S WL HAVE A NON-&I FINISH TO MEET ■ ASTM GI0W STATIC COEFFICIENT OF �-+-----------� ------- 78'YAi�11TY SFIOh�t � I •� I Vl.T. I I FRICTION MIN.OF Ob. L_ -------------�- ------ I I I I 4 ALL HXD INWWAGTNTH _______ __� �I � � I i i � MAWW,GaNGRE'TE OR EARN S I SHALL BE PRE56UIRE TRZATED APPROFRlATELY FOR THE C.OI+aIT10N SEA. T 10 T - &AW TO BE Offn - ::................ .... .......... .... .... . . v:. I U EN�6ENGY ESGA�''E AICD h N I I .1A�T•HOdD I'I• 2620 I �0 ® '�' OPEN1Nt� 1 1 2620 GUTLII�E OF bt BEi+OW 12) G : LMM-20 MINIM I I I I I ATTIC 11 �.• AF n ID.• AFF. ID.• AFF. 0 I I AWM I I I I ® 15)®2 SES CLOSING DOOR PER FEC.3025.1 2014 FBG. I I I I 11 II I I 1 1 I I I I II I I i I� rl I I 1 ! I I f F-1 I I �II II� I I I I I I II II I I I I l l II i II I I � I I I I II II I I � < D'_V CEIL 11 (PLYHOOD fl.R) _ 11 1 I iA I II II I I � I I I R 1 1 II 1 it I I � v O A,4, I I I I I I I I I � � � , • I I I I II II I I I I II II I I 3-Z 0 I -- - --------J �- ---------- ---� I 2620 FD.• 'AFF. Q �- � �K < < > � Ck MIN. 15'-0' 15'-0' �— MIN. DOOR RETURN 2'-0" 501-0" 801' 51-00 5'-0■ 61„0" 51„0" BI-0■ WALL LEGEND � 12'-0" 46'.•0" 81.,,0" FRAME WALL OW"sY= 1C86/bH c 25VOW Ws OFFICE COPY 0 0 0 F LOOR PLAN ' 8103/16 scA� ZI 1/4"=1'„011 SCALE: 114 -I-0 im lilt O� 3820 � Not CJ O �Z F vs �5 ARC+NT6GTIIRAI.5FNN6i$ AI�C�IITEGTUR/V.5FNNf� ARGFNTfGTUIiAL 5WN6iLE'5 ARG}NTGGTIJRAL 5F�NBLE5 , Zg HARDSOAW OR WOOD SNAKE ARDIBOARD OR W00D SHAKE SIDING 4/4 53 HARDSOAM 9 63 g7 65 4 55 WID00ARD BD. PLATE H6T. PLATE HOT. PLATE H6T. PLATE HET. . \ m7 (6V4' LAP SIDING 4- 7 V4'HAIWOOARD UAP SIDING - Ir Q Q Ir 4/4 55 GORIER BD. _ -aJ �0 d� 125012' Q - (6 EkT'IO-SURE) 4/4 53 HARDMOARD WFM BD. 12'x12' 12'x1?' T ".GOND. A/G om. COL" GOLJJNN� i o MAIN F'SL FLR MAIN FM.MR _AILMAIN FTN.FUR MA11'l Flhl FLR PARSE GOAT PAM GOAT 10 PARS GOAT 711 PAR6E GOAT cbI)--I I v In 9coLEFT ELEVATION F T ELEVATIONI I AR E d 11+11/111 �v� a SCALE. 1/411=11-011 SCALE: 1/4II=I 1.011 SGAJ.. : I/4I'-O" .. x � a 0 ------------------------------------------------ Ir----------------------------------- ------------ --------- I I II I I I 12'1 RAKE I I I I I I ALL PLATE H6rs.ARE TAKE3�1 .S,OW I I I I I I FROM M s�co�FLOOR Ss-a. NOTE: � VAULTED GHLIN6 I I I I I I OR FROM 7W TOP OF THE MAIN COMM K.A6l'I1NB ! I•IOILSE LFL F1R� ROOF ATD GHLMS GON57RUGTION TO BE (ALUM PVC COATED) q'-I I/8" oAOUSE SLAB/BLK r1 i i i i i i GONVE1MONAu.Y FRAM. DESIGN 4 � LAYOUT BY ENSNMt 13/4'DRIP GAP o/ ' 5ECTION Ab i i 10 5/4 55 N#f4WDARD T I `o I I I I _ RIPPED IN V2 AT W _ ADJZT HEEL If761H I I ?1D I I I I I I iAI�TS,M,TO HE LOCATED ON 5/4 33 1 2q'-6' �--� TO ALIGN MN SA2 PITCH OVER~ I I j j N I I I I NEAR FROM or Hm• My NOT VISIBLEFROM 5' O■ U� ROOF 01/EtfW 6 SHALL BE IW W KEra6 NOTED 07H3415E. 13 I I I (2) ROOF PMW SHALL BE I0A2 W296 0 0 Fty C-RU.BOCKN7W OT�NE ON PLANS. 4'GO .SLABFOWATION 96" NOTE: (5) ROOF FVN6 TO --�GO .. 120'GO „ ON 105VT.M=7RUMM SET o 24 1. J QL I I I ! I I I ! (4) FRAMING TO 8E 02 OR GONG.M.N/(?� OF I 5.11 H N i I FULLY ENGL05ED ATTIC - NO eEr�R. `',° � W N 0+RODS UNT. ; I L--------- ---- ----- ---- ---- ---� � ---- _j L---� �--------J I L--------T ---- -----Z---- ----1-----L---- -,-------- ---_j V' NTING i C�IJI D 0t :� rADIGATES,PmTmOF 5/435f1NW6OAFV r ----------------------- ---- ---------- ------A N - -�-- J - p� PZ SLOPE_ II-, I 11 I I I ! I ----------------- 77777 . SCALE: (/'¢ -I -0 I I n 5:11 I - I� 22 IG 01� tXV (6) CEIl.tN6YALLT.IFDIC�4TE5 INTERIOR ' i r--------------------------- ----T -- ---- -- T r----� �', I �' INSULLATION cv =____= nr "715 FALSE WALL. i ' ' 4 i SHOD i 1 IIx i i ' b W nrD"IM 2nd FLOOR WALLS. I ; ; I I `- AW / NII 0D c oo I I I .�,, I I I I I I --- I I - }-- --------------------------- -+-i ----J- I „ • _ ' I I 18-4� L 1_p■ Grp 6'. I I I 5%v .4 o Xto WATER TABLE 1■ Q I I I I Q STOOP � > 5/4 55I I I Q IPPo RED IN V2 AT 15' I "M�IG�L. 5 35�U�lDI80ARD I I 4'GONG•SLAB W/FISH ((So 5U3 SILL = I j� OR 65x6 10-10 MW o/6 I ' I • q-I 1/8„ o/HOUSE SLAB/BLK ' I I MIL.VAPOR BARRIER o/ I I I It SECTION "B/mIl 5/4 55 HAF4MOAfVIRIMi I ' PEROPM MATED W ALLTED IMATE G II -------- ----- ------------- ---- -- -------------j I I �► AlDETAIL ----�, ------ - ---------- ' TRIM I ��- -J I J REM :IN5.�.ATION SCALE: 3/4 = 1'-0" ----- I I I ------------- - ----------- I I �------ HD.t►ro ve�rnLATtoN 6' ) 00 VWMA ON RMLOW) I I I THS STEW I I I -0' P-40 RAFTERS.24'OZ. I I I Dow GONG.M 12'DEW T4CM I I I M M A ZHMTURAI.SHINBLES ON I I N/t5t OW RODS CONI: sm mm DW63 TYP. I i = � .p I I I ,�.'-... 2ao6 RAT-"1"�0 24'O.C. � 30 b FELT PAPER OVER I/2'5TRUGT. I -��--, I __II.--' ! 0 ARGMT5GTIIRAL. ON �~-• SFFA?HIN6 OR As SP6GIF� L--I--------------------------- 30 -J I t. ! L_- '�'�� b FELT PAPER 011E.R U2 5TRUG •Tom.,.:`:.� ��-�r r 5tEATHNSORASSP6CWW. b ;� .. ----------------------------I---J , ,.s.. "t '.• 5 y: It THE GONTRAGTlOR SHALL,8E .:�,..�. } -, FOR PROIEGT 5APE'iY -�- I y�,)*. '+tidy-o:ti •4, _ 12 ��II� /� "^c°i/ Z,.i;,s.;,.± •• `'ti S,•?'\.'•¢`1a1.. WmTHE i/r o.S.H.A. <� ni %: "S'4:; '•''TY'{ ------- yr-` ' J•.t•-.w• ALL WORK 5 0"EE IN S�IRIGT ------------------------------- 2) � •Iw� Y�,�' ,,`') ;, -;ss.,,,r,y,, .��.`•,.y 11..4■ FLARJDA BISLDIN6 GOF�F'1.LNrGE�TFE 2014 65 0 CODE, MV GOIA�tIY s•. METAL 57RNTM•Ek HJILDM6 DEPARTMENT. '� '' )r`r�,'.`'' `'' ', r► TRUB6 W56am Pow STIA�PS,�.FROM ALL AiZEAS r.. • .�- }:, ,,r., ., 5)STRIP TOPSOIL,Ti ' .S �3 =` -t y� ¢�� W GON511WTION WLL OCCUR XMS NOYM 4-2" 18'-8" 61�. IZ r.ice rr SIZE TYPE rG L7p1�. •Y}"�7�i+� fit.. II " yip;.:.., ,?§` I V 65 4)Wfll.E KNOybI UTILITIES ARE SHOW,THE GONTRAGT�7R 5/6 6�YP.BD. SHALL AS Ute ` .,j'f Si stw•4t i•'Y': il/�LIWI.�i• �-wI 1 M{ 1 I 3 �x`;'�T�"~,,:ter I ''-'�Y•�p Ul'ILIT'E$MI6Hf�ENG 1F:s�r.'yam 1.%• 5)ALL UTILITE'5 SFiAL1.BE LOCATED AiR7 GLEARl.Y MIAMW ;nnra;ti;c`.r,:e 1'f.IAL 5TRAPM1S o GJ'1. ;• `�' "'"' I TRU56 BEARlN6 POINT {'`O RTO PRIOR ANY J�IORK. 2x10RWM•24' CG. 5A2 ROOF PITCH METAL DRIP EDeE 6)FILL SWI W MFKY GOWAGTED,GL.E�d? S �,. AND :. 'a ,4•. 1x2 5F6AD�OY�t W.O/W&WOOD MATERIAL•: FREE OF MOTS,Owsom MATM OR onIER FASCIA D + :�- w;. _ 1)FILL 90"BE IN 12'UW E LIFTS,COMPACTED TO ':``� 4115%MODIFW PROCTOR DB TY AT OP M4 M MOISTURE F 0 U N A N � � (z?2a6 TOP PLATE SCALE: I/� GOFTTEI�[r A5 DETERMI1E13 BY ASTM 0-107 ' ' "=11-011 � ALIGN 65/12 EAVE 206 F�POS.#3? LOCA 8)INTERIOR BEARM6 TIONS SHOULD QBE COORDINATED W 512 BWE TAIL 02 YELLOW PINE W T;`I T1�361tAN�itiGT1J�R. METAL DRIP M)W R-W DOLATION bah T46 MWMWEA�GH R�11'M TAIL q)PROVVE SOIL TREATMERT AND VAPOR 8 5 AT ALL SLAW 2aa,CEILING JOIST 24'04. METALP.T.2a6 BLOrrKIN6 ANTERIOR?. 5/b'GYP.BD. M CEILING bt2 SHADOW BD.o/bO WOOD FASCIA 5/4 53 FEAIRDIBOARD TRIM BD. (2)2a6 TOP PLATE 86R.NOW BNL 0R 206 RAFTER �■ 5/165 H ForAN3.5MOOTw ( TAIL 02 PM 1 ■ R-141NSU.ATION I bob TW EACH RAInER TALO. 51-ow-0 HOOD BLOMIN6 P.T.2a6 V2'GYP.BOARD Y V4'HAIW 80ARD LAP SOM O/ � (6' Lm TYVM MANOR R o/ I N. 514 53 TRIM FRIEZE BD. - G4d I�2'058.PLYY�OiOD SFFATHN6 t5� MIN. DOOR RETURN ■ �' ENG.FOR NAILJN6 PATIE� 5�N6 o 1PA WL SMOOTH 2)*STDs•16'OCG. PLANT 9'BF ABOVE o T'Yvec Y eAPNEt o1 TO SMr AD MR 24 GHLIN6.Ia1sTT: 1 V20 o5B. 5FEATHN6 tM WALL LEGEND EN6 NAILJN6 PATIO Lm GYP.BOARD •: RAME WALL 12542 C�Ot.I�16I ,,. .....:..,.. ..::''::;. ::;.::,;;;;:,Y:<-::;��:: ` 1 --N� R-kl INSU�TION ? FV j ® IL �. TURAL.POST 2a6 STUDS,• IS OL. Mm 7 V4'I�DEOARD LAP SOW o/ I _ i■ i PT.206 SOLE PLATE W/PLATE TO STUD DL Q (63 TYVHc VAPOR o/ I � „ . . STRAP•( t'O�C.,�I/2'4hd0'ANCHOR r h44'GOMG 098 PLYWOWOD SIIEATHN6 BOLTS.52'OCG.W/2x2xUb'WAr33FBt r' MM Eft FOR NA�.IN6 PATTERN LOf!.A MIN.2 PER BOARD.ON SOLE 0)2660 5H. }' _ STOOP ,;. AILL EXTHZIOR � WALI.5 ARE td� . .. 2c6 EXCEPT Ab NOTB� R-14 IN9l�.AT10N ® / ?,�ALL INTERIOR WALLS ARE 1x4 EX+�T AS NOTED u A 4'GONG.SLAB W/f�ER 1�5FI 4 --------------- - =�2�4�I'-'•----- // _ - S)ALL KALI ARE ACTUAL 2x425 Q --1 ITE°''� r 1xb V25 2x6=, V45,Erc.- 0 �--- PT:2a6 SOLE PLATE rV PLATE TIO sTw TREATED FILL y SCREE ;' % - 4)THE SIZE OF ALL EXTERIOR � < N / ■ I .1"... ;� AND QUAHTITY STEPS ARE STRW 0( I Ok t Yi ft A�A�R I TO BE FIELD BY OTHEIM < / 1 --� GOVT. Q WEST ;,/' , 5)ALL"TE At7 CEILING FEI&IT5 ARE TA404 Mom � BOLTS•52'o�c.hV 2Cbd/6' TIOP of� y� �� a _.... MIK Z PER BOARD.ON SOLE SEALER : - - ... ... _ i::::........... .., .J::^::{:ti:. :?i::sf:tir :•',;},Y',+:;ti:-;•.YS:•.•. / trOP OF)HOUSE S-AWM=K DL C11 / •liFF::Fi�l:: •'.it1::l:fti:',• •, :blitvlFji... :fit. .{+F1:it:iF.''• tl.l.; •:tl:i:I'.....'. ..' :•:.:r :.t:::...... JJ +:•::':..,}••:::.:.l.::--.•:::i::{• ::;•:.l- � of 911 TE ■ 1 ■ _ _ PRIM GOAT r- I e-4 GL'IL. � 6 VE IPY THE KITGIEI AND LOCATION PPR OW�Z / / : » t- ) VANITY U4Y0llT5 WITH ■ D Q M.T.FROM 4�1 Vb'CHL. TIE vETAllS DOLE BY OTHERS. W/66 MIL•VAIPOR B OVERI I JEJ •":>' - I '�`:;�::::� w/LATEX PAINT ! / T)ALL AFtE�°�6 YAPIOR BAIQRIB�- NOTED. GLEAN MELL T T'Hit 1 ( MINIhUM 6 MIL �'I' �: 1�nu �1onewim I III T 6 t STEP FINI TREATED FILL ylp III I :: � )A�.l. IN1L-'RIOR AND EJCtERIOR Fl•�OOR SEES GOM'AGTED FILL. :`: Y•Y.t•.. :.,•.:,....:.,::::::::.::::.Y:. 5Oib0 :... III I I 1 1 1 .........::.:::.::•.:•.:.:: { GOVT. � v.�..: •.v:•.�.:........• ,,.....:..;-..t W"HAVE A NON-SLP r TO 1��'f TIOP OF SLAB -6 GM11 <::: :{':::: :: `•':Y�?:: ASTM 61026 STATIC COB'fIGIENT OF FRICTION MIN.OF Ob. :t;::•::...K•.;r::. .::tk:. it;:; :;. ; I -STTd~WALL- rs:::::•<:F:;:;•: - I I ��p�� ,.:..::.:..... ::. -.:. ..+:' :>::•>:::; I I I I ALL WOOD IN GONTA6T NTH .It b I �•��i SLOPE G 2 - I ••�,�� •a•�' :•r•. ,.. y TREATED AP A TELY A•::.: :•:{:. .•,•' :{.:. FOR THE S CONDITION :..; III III Y EN6R .,.•. lO T T ............... .. .. ...........::::.. fi1.A56 TO I i'r'i I I I I I I III I Y�� •.,. III I I I DRAhN BY r' :Ifkr.•Kr: ::t :•s:•: IC r.x I EMERGENCY E�SGAPE U A� ;.�.. 61�T f'IORC.4 RESCUE aPe�uN6s :r: I 1 f177 20 MWE I I I III I 1 ::•:•:a•y }{y{} I I ■ I III .y)•..;... _:• .'•••:'•'••y'''•,••:':•::.•,.::::•.SMI.• ;••ii.':•:• W-4 /e■ GEIL 12) 11 11 1111111, 11 I syl III III GI OIMIPI AIGITeI I7 IFII LLI III III .I I III I I III ' I I I I ' ' I '- IIF=l II I I 4. Ns POOR SRFBS•5 0 25.I2014 FBG• ___________ ___________________�. iToRy = NOW*4 BL OF S�AI ,' II I I-on ::::: : :: I . OFFICE11= �i,..,, O III IOR N&L 1 1 1 1 11 1 1 1 1 1 1 I ( ::v:i;•=;;:!I:i: ::::;�::•-.•',:'::::::;:::: 1 "iF. EN6R DNI68- t,...;.:•>:•' :;} +:'iJ�::r':::: AFZA 50 : 3/ ® - II_r/11 I I I) t .III. , .III ':::�::;,.•:.:.:..: ?;:.�:•:•;•: - V 4'-�6' 18'-0' 7'-0„ �� PLANT SF6.F p 3820 �GoNT.- III1--m 111 111 1 111 III I III ,111 PORCH Ion sF: EXTERIOR K015 �� STOfiA�BE 7O S.F. �►' DY�16 Nt�1 Em 91"UGm u Sr. FF 5 AT WV, FORCHI •SCALE: 3/4" 11-011SCALE: 1/4II=I1-0II �5 o� 206 TOP*M QVERHAN67 DETAIL5: ' 216 TOP CHORD 26 TOP C�IORD 12 12 9 206 TOP C.+IORD 12 IO , • 2106 TOP Chm IZ 10 51 4 10 2ao6 TOP C+bRD � � ,� tat ={t = ATTIC IRM � �$ 1'-4' I-4N n 4* I',4' a till, • 206 KAU 206 KMI V-40 206 MNI U 24 MKL . 2'-0' : "Tv • I'-4' DETAIL. DETAIL. DETAIL, 2ETAIL� DETAIL o � TYPEILII TYPEILII TYPE111CII TYPEILII 11F11 H �/ TYPE 11�II I aQ o TYPE � I v K.T.S. K.T.S. N.T.S. M.T.S. N.T.S. co j N.T.S. ,. • a p -13 q'-I I/S" PLATE of (2nd FLR) Z I'-S 3/4' FLOOR SYSYTEM o/ 10'-1 I/S" PLT. H6T. (Ist FLR) 201-1111 oA OUSE SLAB/BLK (DETAIL "B" TYP. ® 4/12 PITCH ® 2nd FLOOR ONLY) 13 . W Q � n ch -------------T-"l I pb I -------------- --I m'4 0 —� ------------------ -- O 0 ts, r—t------------------ -- I I f I I I'-V TRU55 STO o o q'-I IIS' PLATE o! (2nd FLR) o I I I I I'-S 3/4" FLOOR 5Y5YTEM o/ V-1 as I I 10'-1 1/6' PLT. HOT. (Ist FLR) .4 o alto ~ I 10:12 � N I ► 22'-T olHOUSE SLAB/BLK I I 3:12 .� `'� ° i i (DETAIL "D") W 10'-1 I/S" olHOUSE SLAB/BLK i 1 RID6E I I ® DORMERS (DETAIL "A') I I =o I I I I 2'-4" TRUE-5 STUB 1'-S 3/4" FLOOR SYSYTEM o! 10'-I IV PLT. H6T. (Ist FLR) 10:12 i i i 141-1101 o/HOUSE SLAB/BLK I — (DETAIL "G") . OAC I tl'-2 111bN TRUSS STUB r-� CV-1 IIS" PLATE of (2nd FLR) ------ ------------- ------------ 1'-& ----- --------S 3/4 FLOOR SYSYTEM o/ - f 10'-1 VV PLT. HOT. (Ist FLR) ='-I 1/16' o/HOUSE SLABISLK i `�-—- ------------ �- i J n i I'-S" T1;;UU55 STUB (DETAIL °F") q-I I/S PLATE o/ (2nd FLR.) I I I I p I � N AL16N OYERHAN6 WITH 4/12 PITCH i i i i RfOGE RI 1'-S 3/4" FLOOR 5Y5YTEM o/ f x`12 i I I I 10'-1 1/6' PLT. HOT. (Ist FLR) ■ i i o i 22'-1" o/HOUSE SLAB/BLK _ MAY cEIL.FROM qq Vb I (DETAIL "D") 51-On '-4H• —�- I I I DOR 4ERS f 1 I I I )- —————————— ------------ I I i—1 i — 21-4" TRUSS STUB 1'-S 3/4" FLOOR 5Y5YTEM o/ I �—--- ------------ --------------—y IAMG 1 I I I 10'-1 11S" PLT. H6T. (Ist FLR) 10:12 1 i i 14'-1 7/S" o/HOUSE SLAB LK I! t1 I I I (DETAIL "G") J � 71; U55 STUB 10'-1 1/6" o/HOUSE SLAB/BLK 0RIME -I I/S" PLATE o/ (2nd FLR) (DETAIL "A') I'-S 3/4" FLOOR SYSYTEM o/ 3=12 — 10'-1 IV PLT. H6T. (Ist FLRQ I I � o 22'-1" o/HOUSE SLABAMK f (DETAIL 'D") 10:12 I i 2'-0' 0 DORMERS I I I I I I I I f --------------- � I� rl I I I I I I ALL PLATE HIM ARE TAIM �. ATIX n OR PROM THE TOP OF TiE MAgI N ROOF OVERKWImo' 1 1 I I I I I I I HOM SLAB,1&K"L MJQ tum NOTM OR 1 I I I I I u%cm 11 0) F4M MW SOU BE 10A2 MJW NMOTHMSECKRAS. UA l I I I I I I I I I 13I ROOF PWA1"AN16'To DEN F%"1 a9118 11D DL M=TRIMM WIr•24P 0& � �1 I • • MM ALL VENT STACK PMS Ad ROOF M4416 UMM TO EIE#2 OR � 1 I I I I ( I I I I E>biA 87%M.1 TO BE ON �1TER. Excerpt of the 2014 Florida Buildina Code. Residential R806 I ( I I I I I I I INEW or Non ,- " I I I I I I � I I I I �_ �� K PROM 1' Ash NOT 1I15�E �) A II�DIC�ATE3 DIR6GTi0N OF ~ � � R80ei.5 Unvented attic and unvented enclosed rafter assemblies. q ( IIS 0/HOUSE SLAB/B1.K I I I I I I I I I q 1 1/S O/HOUSE SLAB/BL i�OPE. Unvented attic assembles(spaces between the ceiling joists of the top storyand IIEU) iI I i i(DETAIL 10:12 1 :12 1 1 (DETAIL T") the roof rafters)and unvented enclosed rafter assemblies(spaces between INDICATES INTERIOR �"" V C413LIO VAU.T. ceilings that are applied directly to the underside of roof framing members/rafters I I I I I I — I I I I t`it _—___= INMATES FALSE WALL. and the structural roof sheathing at the top of the roof framing memberstrafters) I71GATE5 2�d LOOR - WALJ.a. shall be permitted if all the following conditions are met: ( I I I I I I I I 1 Q)I < > 1. The unvented attic space is completely contained within the building I'V-4 OH. I thermal envelope. ( ( I I I I I I I I --A =11I� I II II I 2. No interior Class I vapor retarders are installed on the ceiling side(attic floor) I I � N07E: of the unvented attic assembly or on the ceiling side of the unvented enclosed 1 L————_______ I I I • • I I I I rafter assembly. l l I I I I I I I I shingles or shakes are used a minimum 1/4 inch 6mm vented air 3. Where wood ing s ( ) I I I I I I I I f�l N�Y ENCLOSED ATT1G — '"� space separates the shingles or shakes and the roofing underlayment above the � ALL ROOF MAMM TO BE PRE�#�IANJI°AGTI� structural sheathing. 1 L———————————-i L I I I I —————————————J I VENTI N& REGU I RED I�aoF TRI56E5-TO nrSTrALLED PER 4. In Climate Zones,5,6,7 and 8 of Table R301.1 of the Florida Building Code, ______________ _-------------- M*WWonM5 MWAICA ION$(I.NA) Energy Conservation,any air impermeable insulation shall be a Class 11 vapor L �} retarder,or shall have a Class III vapor retarder coating or covering indirect ' �'"2.G IG11 ��l�..l`1L VIS EVCVI'V� ADDITIONAL INTERIOR 9EAR�IB�MAY 8E iiEiQ'V BY ROOF'IMM M NWAGTIM CO MAGTOR contact with the underside of the insulation. n TO C40FA MTE W WK BY 5. Either Items 5.1,5.2,or 5.3 shall be met,depending on the air permeability of the INSULLATION IWN MAY!wD NDDLOM ENBIIM insulation directly under the structural roof sheathing. 5.1 Air-impermeable insulation only. Insulation shall be applied in direct contact with the underside of the structural roof sheathing. 5.2 Air-permeable insulation only. In addition to the air-permeable insulation installed C*04*4 Bye directly below the structural sheathing,rigid board or sheet insulation shall be K86/DH installed directly above the structural roof sheathing as specified in Table R806.5 for condensation control 5.3 Air-impermeable and air-permeable insulation. The air-impermeable insulation shall shall be applied in direct contact with the underside of the structural roof sheathing as specified in Table R806.5 for condensation control. 0 0 F A N The air-permeable insulation shall be installed directly under theC E C PY PAM 803/I6 air-impermeable insulation. 5.4 Where preformed insulation board is used as the air-impermeable insulation SCALE: I/4 .. I'—O�� layer,it shall be sealed at the perimeter of each individual sheet interior surface I�4a�I 1-0u to form a continuous layer. O� 5620 G s�� 6 . v �o T �5 � Z� Not 0 �cz F 6NN5 �5 or 2X6 TOP GHIORD Hs FT•2x6 SOLE PLATE W/PLATE TO STUD R INSUATION STRAP•( Y OZ.,VToxdoAN1dk g MSN.Z P�80�� i NO YE�lT11ATI0N 1 ) (b'EXfl09U 1"�•71VIIp o/ 2X6 TOP{/♦f1VIW � �I�q TYVW VAPOR BARRIER o/ 4'GONG.SLAB W/FIBER MESH W 098.PLYWOOD SHEATHING R-22 IGYNDE IN51LATION W/6 MIL VAPOR BAS OVER MEE ENG.FOR MUNS FIN ARGHITEl MMAI.SHINGLES,ON TAirPED TERMITE (OPEH�•GEIJ,� ,;.��,: g . GLEAN!'ELL 50 b FMT PAF�i OVER V2 STRUGT. _- TREATED FILL tN0 VENTILATION ) SIf.ATHIING ORAS,SPEOM. mmpsc4w 12 Yv a`": tS'':�t cid..:•r21'. j 8' �;� ... Rk�42 G01'C�. MHOW SLAB � ENGR HOOD ROOF TKI�E5 0 24'OCG.04 RWM CONT. :ice*�'Za'rf�; 4 I� .r,•i�t:•.a.;J :'i ;^i.,•yw.�: y�:y`l ,.''�riA E q •=�Y.511:a�y.'O 'ii7�4: :..t N s.-tJ r C s'7ra.T, ;ci:w +.rim +s�� stt t`S•:.`wz u.�Jfsi,• �1c" .. Sc:%i` L'.' 12 L �.,,N,� 4t'i:�i aN+•i'S!R-t �� 'S.'J,<s'•4 t. !>N� Y`\Y"T'i'.''L J�\ � � y-..<�K•I'�T '�'L�'.a' - +•:s�+;� a,,•.. l;d• O.TT. METAL:i 11V"�T Ili?a EJt. :'�fir. ;•` ''" a 7 =�-' TRIM BEARING POINT �' •:s 90 b FB.T PIPER OVER,V.Z'STRUGT. .s s, ..� c' + lS.x�'2".,+n3•,, a 1ri�-I.1'''.Yi:A�s;a•t.. :;:*•;:; '•,:: _ ::i • 4y''�'l,i:: ]::o.t.F.t.t'4r!'t•.a. s� ' s1b.a.��, S...BTW OR AS�/ .�;t••r1.7'!1.'c�: !;. •k1'•R, h' > %��:' , '�:;li:. y..,,�^;. .�, ayrti.1• SIZE• TYPE�ENGR. _„ '��:':''4. ?¢��;•:.�. j ':':;vi�' •�':;ii' 'r:i Sit�.L�.fO•.,.yea`,•. •^„,'."tni''!'�•: L a +;t;:`.'. y� ti!;r.r:. r,,,r,�•: r ,:' 4�i.'.y i.?r•�I r.; ^''sxe ;•;�::;4f:•1. :;{n' '; :;i• :t`•`..l• _ C.a::i,:.r`..l:La'tf:,,�.•e#::'• - •Y,sti r,�;1(•I,,� !o S :`�:::r:,$';•'.�:?, 'tii:�?i ♦>P,.•:,::Y':•:i:,}::::::v•. .J...v.,,,:y:' �• �f::• .1.-'e ,,. ta{ .w`.....MP.. ENM 1�I/� }�/ /�/� / 'tk•: •L J,%•3• :< FIX GRAM y.M•,.rta...w,,,'s{.;%'�`,.y..��•.,•a y�:"C'{.h>..SA 7MVY AT1N RYVt . Off/. s,�v'j.`a.7...ti f. x!-.i•i• :•r.• :•:,.4•.: /�T�] ,�N:4"!,''+a�?•."S \ .fes +4•.:.R s. _.r-.:r:r.t.e�•tl rte: �/9g :•ICii•?:i.;� :;'.f•.;,. ti;• •::>;...... �:?:}' ■ L.. t� �•'�r e. :•Sie•.. Q i9j v ;v'♦♦� .i-:�{:. ':ie'y'. ..t•tom' a �'1::. `�.••, � \ O � 0 :J•. ?.•►:•` :�:%�- � � ♦7 y�Nr 7 J,,ti:i;,..r• •is�.Sr'•t.k • .a.+'sa'C?S4,st';tzr•'.'. F^ l��I .L,;s��._?iy:t. .gyp J�i� • A..i4i...., .l•:?'�.ti�:t tl��I-MI�►�/1w `�:�J_aw. _ iri�'a',•••v s`vj.w!�i .I :•:•: ,f'.. s*�,r� •��•-a .�� ,sq►�isS:L�:�i i.�'h �'�•`��•"' METAL DRIP ED�6E rly� :`z'r."'.. ter►:K'I.`s Zo Tfi/r III III III II : � , � .:.ii.,?:,.; ,;.},.:F•}: '•:.�y:•%:♦•:.::.:It?:: IIQ W.al 1/W HOOD MVV +;F s.�s!`r-'• ',. ;?1.111::•:• `'`y• •��-:;•v:`:�,,;�•.;.?„•:i: .♦!40'\'3+-•ate•. 1 • :,•� �', FASCIA Yr�r!t I- ■ I .:; •:{,•.;;y�R:�t�:{�iv.�•.;i;�♦•y Com';:: y.i' `,.;w� � III III ::�• :::?.:.:;:.?;:.� ,�..,.:4,;:::.♦: 1.111 O.If. irETAI.S'iRAF'PING•EA. 5/D GYP.BD. I ;,�i`,t♦t�;t1.,��:; ? ,•',;•.;;•::�:•?. :�: - 51D'GYP.W. -a=•t. tr. T 1 ''1111;i�R;.•{ :;'' ,•.•.v.•.,••::. '::•!• �'*.`•, -I :: {;;♦1�;'>. ,•.�. :';v:;,••: n .`.tet VAPOR BAS I I I I I I .,,•., _ 'tR1 HEARING PI01NT NIININgI1116 MILL 1 ,_ 1 I 1 '� 2x6 E)W09®RAFTER �`'� :.�� SIZE I TYPE BY eat � TAU.#2 YELLOW PINE �' '"nr: �2x16 TOP PLATE a GOHyPAGTFD FILL �2fo6 TROP PLATE o i l�q b*T46 UMEALHH RAFTER TAIL f=. o in H O D'CK STEWKL W/ (5)#5 EW P.T.2xb BLIOG�CIN16 '` AR-Iq INHATlON LL G6J.5 GONIG. FIL1.B� R-K Ra"" e, 5/4 55 flAiRDIBOAM TRIM FREZE BD: 12 METAL DRIP ED�HE r? � 5� � DETAIL 5/4'em.BD. SG,�t..�: 3/4" = I'-O' - ASGISf�VOW W.o/bib WOOD I/2'e�YP.BOARD to Rr MSU•hT10N " .. ''i/ VENTILATION )A10 tX 2x6 TOP PLATE �jrO = O � 24 E�WO9ED RA,>"TEHt � 2x6 s'1Uvs•I6'O�Ci. � 0 R-Iq I�ULATiON TAIL 02 YELLOW PINE ;p �T11RA1.SHINGLES ON bob T462 ISMEA1GH RAFTER TAIL 30 b F9.T PAPER oM I/2'smoT. �q P.T.2x6 BL=No 5HEi4THW OR AS, i �} r� II WOOD ATTIC ROOF MOM of 24'OCG. '1 V4'IiARD�OARD lL*SIDING o/ 5/4 53 HWi17180ARD TRIM FREZE BD 2x6 SOLE TE E UAL'GYP.BOARD (6'o b*5TUD5.16'O.O. 1 ■ TY)MK VAPOR BARRIER, 2-0 Z VX 098 PLYWOODYWOOD SHEATHING R-Iq INSULATION _V 24 STWS• 168 01 MEE ENG.FOR NAILING PA'TTE W W&IV BOARD V2'PL BOOR o/ - oN• 5/40 T46 PL nlooK METAL S7RAPPIN6•EA. R-Iq IN15U.ATtON - (�# ) . T1m W2400PIpINT F--r If SIZE �G OHMR-Iq INS1��4T'ION 7 V4'HiARD®OARD LAP SIDING 0/ 200ENI6R &Lv.mem STRAP seam TO (6■of w , •24'OL. � PT:2xb 501E PLATE W/PLATE TO STUD PLATE I SnVS.(SIZE t SPAGMG TYVW VAPOR BAS o/ _ STRAP•O'01 I/2' do'ANCHOR ' J (SEE EW FOR.NAILING PATTERNS . W BOLTS•52 OIL W/2x2)d/S YVA�3HER 0 V2 GYP.BOARD MIN.2 PER BOARD.ON SOLE SEALER KEEP Sc4m _ 206 SOLE PLATE -� 6' b' /45 GOVT :.<:,:...' ,..;4• 2xb STWS•16'OL. ■ •..?:�'<:'::"::::.•:4�::�;::':.'�>••,-.,;•>?::'''.•: ::r:>::;;:.i:;?::�;:; I/2'PLYWOOD 90.FLOOR o/ -`_Q � III I I {::;; ::.::d.?1 1;;:1<1.,,:.•::;?�':.•:`:''��':YL•:.:•'{.:�-,;>:••::✓.,:':�•K�J'•.::i::,:•.::.•�•:xr%:,f'✓:::?ti::•••:>$:.::?♦•.::•.��:•.}:;:•.:::••:•.:%',�•';:,;�::%;::?••:,:\?;•v:•:::?:;,;•:{•7v:♦II,:.''r::':♦,?::•••'?s•!•..}::>1,:.;�?11•::1•;;::•Y•�<:,•::�'.j?;,i:•j,♦4;•1:::?.l♦'av;:va,+'':';:;".�t1R4�.•,•!•,:a:�;R.?.r1•'-•�.;1�:..,.,1•\-1;.:♦..,,.•.:+.l-.t,\•::.:•�;M:•:♦♦:-�F:•crvl•,::.t:•,:..tr.':-IZ;J:,:•S %••!: :!.,.,:1'.11:•.:1::. _�t - ( 4 T46 PYWOOD LOOR TYVElC YAP�OR BAS o/ METAL RP ELE I08. YWf6 4 SGRE ®I (SEE 36FOR NWLIG PAk? bt SHA" D.O/ bb HOOD a ? Oto I 1111.... •: �a :: -- FAWIA I III I I �='•��•�- ? •� •r::'-��♦ III III R Iq INSIJLA ION co :' �J•::•:::.:::?:::;��:::• �;.:•::•:::•,?•1.11.1 ..:•�.;•?•. 111;1,: ,1.1.•1;1.;:. :.�;�' `•`�•,:;::.::' EN6R•YdOOD 8M.OR 61�TF456 I 206 E�09M RAMER, ■ m°� o 5/8 GYP.BD. T6 CEILINGTAU.42 YHS.I.OW PINE c i lEd I III I I IIIEJ I I III III 20•Ham. Wo�D�o�cING I I I III III I III III III I I I ■ o 24 OL. PT•Z*SOLE M TO S b*TW VW EACH RAFTER TAIL STRAPy V22#W AWAMW 2xb TOP PLATE 'c BOLTS•52'OG.W/2x2W YIIA6H P.T.206 KDCKING I -III III III MIN.2 PER BOARD.ON SOLE SEALER � o z W 4'GONG.SLAB W MER.MESH 5/4 5.5 HARDIeOARD TRIM FREE 0 7. o O H R-Iq INSULATION .o W/6 MU.VAPOR BARRIER OVER VAPOR BAS � o0 GLEAN HELL TAMPED TERMITE TREATED FIG. I'-0" b" MIIIIW�I 6 MILL Ilk SAW H AWWA RL SMOOTH SMo/ cac > TYVEK OR EGIJAL DRAINAGE PLANE !L�,■ GOHyPAGTED FILL. I o�ENG.FaRT.SWATrM NAlLIN6 PA � w (3)0 RHEAH'It GOVT. 5/D'GYP.W. �, rEW Goff. TROP OF 5t.A8 100'0) - FINISHED SLAB EXTERIOR KALL :�� Pr.u2'PLYy+lO�OD 4'GONG.SLAB W/PM MESH �lrOYr SILL PLATE rA Ago AT 00\/, FORLH x I Yr/b MIL.VAPOR OVER .1111: (?3 2x6 TOP PLATE G1.F.AN 118,1„T,yrp®TERMITE K Y 9GR� SGS: 3/411 = 1'-O" - TREATED FILL . A5 ;•:�: :;;t r 0v •,.r S704W L h•.;f. 1::•; FII f.SRAVE DRAINAGE V22 GYP.BOARD ti!!:•rtN;S:;eelK;�eifl;eil�he;F';e�;N;�eE�:;iii3;;f;!l,,t�•:`��J�,':?:aRFti'e�l�t"<'�'?r: :��•:i:•:v'i•:•1:•:•:;�:ti:• :;{::i:fi:i{:::v:':�:::::::;'?\'•:Ti•:fin ;�:i:•::vIG: i;�� I 'I V4'MARDEDARD LAP SIDING 0/ . � ; 1111:;:•: :,•,•�:,,,»».1111: :.:: :� -- . :��':� I I III 4 I I�2'F�Ga.�l b YAH'iOHZ 2 0 STUDS• I6'OL. I 'TYIIEKE Y 8r�1�o/ I :'�• ,�,' .. 7 V4'+fARDIBOAIQD LM SIPIN6 0/ 058.PLYWOOD SHEATHM 11 III ■ FACE OF OUTSIDE WN.L . , :: : ::::: ,';:;: PT.b�a6 POST 4V45d-I/1' �6�I1„ ��.;•,' •,,; ,,, . �~� (6 EJB S�ENIG.FOR NAU.tN6 PATTER qays„a >•,, �'„� J TYVw VAPOR BAS o/ 1 (1 , :�>>�:':�:>::::: i�♦♦�,�. ,��::: 0 �'O�PLYWaoD SHEATHING (SM EIC.FOR NAILING PA' ICOTWI-1-31III ,•;::.'; .. �•;:�::•. :•:':4 GONG.SLAB W/6x6xID/10 W,Y�LNIL 1G�PA�� I .. ..... �? W/6 ML VAPOR BAS OVER :<:::;:::>::�•:: ?11'11., - F11 II III 1 �1 ..•. .GLEAN ML TAMPED IEWI IE o/6'LAYER OF FAGGED _ TREATED FILL �I � 2xb STUBS 1 I6'OL. R-Iq INISU.ATION ?:ti;•1.11`1;•?:•:';;•:;•?:•:':•':;•:::::•. ?:;• a Vi'� 1 N {�✓ NO ;K$It�t♦ .R�+k>lRt�iet' �%t: '`h*'tli+ift.! s::�...:. ....1: a' PIT 24 SOLE!PLATEYr/PLATE TO 511 i i � iii STRAP•( ? �t/My��/�� j/��/�p 4 VAPOR BAS- :?�? :� • �� 1111: 11;11 'I BOLTS ai 52 o�c. ' -III � �.•..� �I�LSU�lTiON WSW :::: MM.2 PER BOARD.ON 501E SEALER .MINIMJM 6 MILL ��:�:::::::: ... I I � III I '_:� •::>�«:�.�.::'� .:. •:' .•.::••:;{ ::;:•:•.•• ✓v ■ A10 '`1r// KALL, 4'GONG. ( s R CONT. :: : :> :.' _ SLAB W Fit MESH I IEEI I I - HV 6 MIL VA R.BARRIER OVER ( I I ( I `�=? �•':>1it1i. ?1.111;� SGII � I 11 S: 3/4 I-0 G�..Em mL TAMPED TERMITE GOM'AGTED FILL I I I I Fd I I III III I TREATs�FILL #5 I III III III 111 III ! III III IIIcow. 9WOK ROr DIX // . TOP OF SLAB ■ ■ f1 cm. �,y:h♦�ti.ti:ti;t:;• }.i:;:�. :.�s,'.;lw.;•?•.?,v}:♦?•r.�,• v., PT.2x6 SOIX PLATE W PLATE TO STV11 SLOPE •••a :ice:;'��,:'{',?.,'r:. ::•i�C�?. STRAP• o;G UZ'oxlo'ANGHIOR � DIA.x 7'1GWK Bars .:\: ..{.::: •.>::%::..:♦fi..::::..:::;: is � !-8 111:�..3N. .:. BDL � MINE ..... W/Zx!bcl/8 hV Its 2 452'OCG. ..�.♦ ...♦. ,. ••?::::::::::.�::.. •.•.v:::.:,.,. !. ..i•. L •:♦v:✓v,�:.w.:�::.:�:::::: ww'�C..,vi .........�,♦. ...♦..n.•,.♦.. ...r\♦..•.... ...,..♦....r.. ..........♦.•......... ..lf.♦�.. •:J•$;•:v'v};;;1;.^;.::: ?:�?: 4 GONG.SLAB yIV F�T�aH .. �• ..♦..♦♦.. ,....�.•............... ................. ..... ... ...�. ...www •>� ::1•:.. J.....7..:....... .1......�.... <.::::•: l....•,.,•. •:'d::♦ ...♦`♦1111 .: .. ....,♦.?:•... ........ :•:••:•:1111::••1111:•. ...• ...♦. .•. ............. .. .. ...... ...,•.t....�.....:•:::•::,:...,,. ., ,. ♦,•.:...♦,..,. •11.11 1�AN.2 PER BOARD.ON 501.E 5E� ......J.... ......................... .......�:...... .. ....... .. .J :,.:.., ,.,.♦t► .... ....♦...........i.....l.....♦.,.. ..,..,..,..,,.Y� l.'• .f. s yy :•,•♦:1111••,'- '} •.'l;•••♦•♦1Y 11.11 ,',;... VENEER�� •�• Yr/ MU.VAPOR OVER Ill I `'<�+ :•:;•> :•1.1;'.1.•1.••:♦�. :.�.. :l:,:ice: ..�i•. v:;:•:•:\•••.:•...♦..k;...♦, :•:{''•: : 11.1.1 �� .J. ..,:::•.::•: YrItiLL I6 OL. 1.111,•::::,�•:::♦...+::.:�.� '•t •:, I •11;11 1111., ��"�,,,,,,, ?:;�� iii ,::�:: :.�:. ..1.•111' /// GLEAM hBl TAMPED TERMITE �w ..�. ---------------- 4n W I••.,.. .., .1;::.::::1': .•.h•:::;•:r::•:. �:�.?•♦ 4 �•� FHB N� •.4 111.1 1:♦�:••�,:.,�•��y1;::.?„•:f::{r:1 :♦1•• • :•:T.:; ♦♦\; �/�� yY,•:♦\,11,•:::•1•::::♦::,R•.;•::;':' ♦,1;;1.8.1.1.,:: .: `��/1 � ;:\•::\:::•'♦:;••♦♦•:C•:•:`•>:;•:?♦•:•••♦♦• •.�•>�;•l�'' \•., f :.c•::'• ♦i rRl.AND Ji O�i•T�/IVZ. �-I VLA•,. ONE STORY)V��I) ?• S?:»v,>v.,v. 'c:i�:?\.;4:.:{::• 'v%:1 i .1�'!C.!'C<'!>'!1'. TED�1 1.�:7•T;:�.•.�., »*�Y�%i' ;:{.?� }.�?v •.?• .:•i: •.,,y ♦e.,? •.,:�. TUFN DOM a 6ARA6E POORb MIL VAPOR OVER III I :.,.♦�...,:.,...'::�.., :., I I I I _ :�:..... TRS► u. ::: .:•x. 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(NO VENTILATION ) PARSE GOAT11-0 l . •.,,... 2 I-0 L6L -I KEINE.SHE EN DYIi9E1- >:: :::, ;t.•: ,: VAPOR eARRlER ;�.:�I,.:•: _ •1�;•,•..:• ,• ? ♦�:r;: ,:•11.11,•. wr MMII4JM 6 N�ILl. >:' ;> . ■ ?,' 11';.11 w/LATEX PAIN'i' ,,.�....:•: I I 1 III I 1 III I ! III III •:•• '::i{:?::::•?::'.::,�r:;:1%��':��:•�: ROOF 4 = ■ N I I III III III :.�,�:.:• 1'�x�1:`:'• III a � DRJ�INA,6E 4 III III I III _ :�. .♦::: -�:� �:::��:.:♦�:... 11. 1 _ I i I III III III _ ':�::::: ��.�. _ III .;;.. '.�:.:. .:.. :. �: ��• � ARc,HITI n%#L.SWMJES ON I -I--I-� 1 _ GOMPALT®FILL .>». 50 b FELT PAPER OVM V2'SMOT. , , l , F616RADE _ j<ris''.vi.• 1�a: VAPOR&YiRIER t��5 KEBAR COM' -111 III I-II III III III III I LU SHEATHING OR AS� III III III I �1.., MIINIINgJM b MILL !-� . II I u o (ONE STORY) 1 " I I I III III }?`�•h�• 1EEI I I%•:» GOW'AI FILL !I�'� b �' I III .• ••• ��; :�: (ThIO STORY) A10 AT FRONT FORLH -all AU~EAVE DRIP :..•?>�: .., II 111 III III �;•:.:;�:.?:: .:::;�:�::. ,.:',,;.�: III • c�11;;ti�1�;:;::.;111'?:•?;:•:? ;��'��:;•: 1 M H SSCALE: 3/4N - I-0 y I I lEd I 1=1 I F1 I I •;: 1111:'' : : 'J�•w 4 > Jy':11.11♦.:::�•?::•: Y.�#��i -:=�i'_• bOSH�I o/bdWAD I I III III III - SG : 3/4. I I- m F'SUAo/PT.206 SWAW ' is � Q � <OF v V'��•ate 11-0' In < �-- w•?'�I• r \! 26 E fW"OVTRI M { }� 62 YELLOW PINE Typs THO STORY bob T!6 VW EACH WTER TAIL ; .�°: PT.206 BLOGKINHG Al V �TE I OR H&L 5/4 5.5 H AIMSOARD TRIM�BD I • SCALE: 5/4 ■ I-0 'I V4'WIVIBOARD LAP SDING o/ (61Y�I�3C Y�BAI�t o/ 098.PLYWOOD SIVAIHW MEE ENG.FOR NAILING PAT : TYR &ABLE, sr■ Al AKE DETAIL, SGS -Op HALL SGT I ONS: �/�" I' OFFICE C o P �� • a 8/03/16 161 51'R�JGInACho, - o10� 3820 M%Y OVMIDE %0* MTAILI � FOR STSG AW5TRjqT11IIi* 1NF0R1*%T10Nj TO EWINEERIN& �o Z° � 'L� �Hol CJ o� $ G s P �5 i r b BARRE GONG. ROOF TILE o/ P.T. FURRING STRIPS o/ MINERAL • TYPICAL EXTERIOR FINISH sm SURFACE MODIFIED BITUMEN, 120 MM. THICK, w/ FIBER6LAS5 O�-R CHANNEL FLASHING TYPICAL EXTERIOR FINISH EEY EXTERIOR WALL SHEATHING +� REINFORCEMENT, EDGES AND UNDER EIIJILDING PAPER PENETRATIONS TO BE SEALED 4 19UIL..DINO LATH W PLASTIC GEMENT OVERPAGE SHEATHING (NMI W!?B) YATHEIa RESISTANT BARRIER � $ 500 FELT ON 5/8 STRUCTURAONT. PT 1x4 KICK-OUT 8� 9 STRUCTURAL D 51°IEATHIN6 6.1. 'Z' BAR FLASHING BARREL GONG. ROOF TILE o/ P.T. INSTALLED PRIOR TO FURRING STRIPS o/ MINERAL 4 UNDER PAPER BACK ROOFING O hIATE12 AWAY FROM+iOl1.rE "� 00" all 1 v l I METAL VALLEY SURFACE MODIFIED BITUMEN, 120 METAL LATH PER SFW. Z. FLASH•IINE MM. THICK,. w/ FIBERGLASS (WRB) OVERLAPS THE 5x5 FLASHING ! REINFORCEMENT, EEhSB AND PENETRATIONS TO BE SEALED CONT. PT Ix4 >. HOT. PER SPEC. ROOF SHEATHING ! w/ PLASTIC GEMENT OVER I - 50# FELT ON 5/6 STRUCTURAL METAL FLASHING SHEATHING INSTALLED ON TOP I I Or- ROOF FELT 477F7 NNN 010 PRIOR TO TILES FASCIA I o Z too 8' WIDE GOVT. ROLL H 00 ICE � HOLD BACK FASCIA FLASHING NAILED NC. ROOF T) o/ P.T. AND DRIP EDGE 2' ca WATER SHIELD TO SIDE OF Ix4 Ste' GO ~. STRIP FLASHING FACE OF ROOF FURRING, STRIPS o/ M) FROM FACE OF WALL. METAL DRIP EDGE . •j o �, SF�ATHINO INSTALLED SURFACE MODIFIED BI 120 /1 w MM. THICK, w/ FI OUTSIDE FAGS OF PRIOR TO ROOF REINFORCEMENT, ED "'E5 ,- EXTERIOR WALL FELT 4 SHINGLE PENLE`TRATIONS TG BE ' w/ PLASTIC GEMENT y . 500 FELT ON 5/8 9TRucTuRAL EXTERIOR FINISH r. � o SHEATHING PER PLAN FASCIA a w Q lr FLASHINO2" o/o' \/ALLE**f' . SCALE: 5' = 1'-0" cRoOF SLOPE PARALLEL TO WALL..) OUTSIDE FACZ OF . : :� YrAI..L tr SCALE: 3 = I -0 (ROOF SLOPE tw ' LL) EXTERIOR -13 SCALE: 5" = 11-0' 13 H . V 1 KICK—OUT FLA5H I N SCAM: WTS W Q APPROVED TREMGO SEALANT AT ALL SILL LOCATIONS DETAIL GOAT OF VULKEM 5WW-R M 52WANE AT 60 MILS,ON ENTIRE CURB SURFACE AND mm Dom VULKEM 551,45ONF OR 451 NF TOP COAT I DRIP EDGE I ONTO HORIZONTAL DECK A DRIP EDGE SHALL BE PROVIDED AT EAVES AND 6ABL3'_5 OF TILED � VULKEM 551,450NF OR 451 W TOP GOA VULKEM 55OW OR 56OW BASE GOAT ROOFS.AND SHALL OVERLAP A MINIMUM OF 5 INCHES t'T6 mW. EAVE 81 DRIP EDGES SHALL EXTEND\ INCH IS BF10W THE SHEATHING,AND c' 04 DYN1eR1G 240M OR ALUMII�JM FASCIA - MEGHAIVIGALLY EXTEND BACK ON THE ROOF FOR A MINIMUM OF 2 INCHES 01 mm). THE d ' VULKEM 55OW OR 5601 BASE GOAT APPIWZYVED T�MK.O FASTENED FLUSH TO HHARDIE BACKER B0 DRIP EDGE SHALL Be MEGHANIGALLY FASTENED A MAXIMUM OF 6 (152 c rd SEALANT CANT BEAD AND PLYWOOD mm) INCHES O.G. THE DRIP EDGE AT EAVES,SHALL BE INSTALLED �o 1/4' H RDIE E664KER BOARD o/ OVER THE UW7ERLAYMETIT. THERE SHALL BE A MINIMUM 4 INCH 002 nwJ 5/4" EXTERIOR GRADE PLYWOOD 1/4' HARDIE BACKER BOARD o/ (INSTALLED A-SIDE UP AND MUST BE ;S/4' EXTERIOR GRADE PLYYVO�OD WID'T�i OF ROOF CEMENT' INSTALLED OVER THE DRIP EDGE FL.ANc3E. RI / INTO PLACE) a (INSTALLED ASIDE UP AND MUST EW- _ Y THE BASIC WIND SPt�D PER FIGURE 8301.2(4) 15 110 (171 RI / INTO knO/ OR GREATER OR THE MEAN ROOF HEIGHT EXG�DS 55 00 , � z PLACO 058 mm),DRIP EDGES SHALL. Be MECHANICALLY` FASTNED A MAXIMUM w ,y,q OF 4 INCHES 002 mr) ON CA TER. o to H D *�1MUST BE PRIMED WITH (NO'TE: WOOD SURFACES MUST BE PRI ® WITH INSTALL A MINIMUM 8" WIDE ANTI-PONDING METAL FLASHING TO � q 'mss DYM IERIG 240FC OR APPROVED 1REM60 VlJ1.iGENt PRIMER 01"11) ENSURE POSITIVE DRAINAGE OVER FASCIA/STARTER STRIP. °D m SEALANT CANT BEAD- I WIDTH OPTIONAL: DUALFLEX OR CLOTH T TOP EDGE OF FLANGE ONTO ROOF. W ENd9EDDED IN VULKEM 550NF OR THE UNDERLAYMENT SHALL CONFORM WITH ASTM D 226,TYPE 1 1/4" BACKER ROD 56OW DETAIL GOATTYPE I OR TYPE 11. THE UNDER- ti OR TYPE II,OR ASTM D 4+b�64, LAYMENT SHALL BE INSTALLED IN WATER-SING FASHION, NOTE: VULKEM g50W MAY BE USED AS TOPCOAT IN AREAS WITH NO U Y. DYMIERIG 24OFC OR APS STARTING WITH THE SAVE EDGE AND ROLLS HORIZONTALLY. SEALANT CANT BEAD- In WIDTH UNOegR AYM ENT SHALL A MIMIMUMI OF (14) INCHES AND 1/4' BACKER ROD BE MECHANICALLY FASTENED AT (36) INCHES O.G. MAXIMUM. KEN� 7YFICAL DOOR SILL DETAIL VU 45DNF MAY EE USED AS TOPCOAT IN AREAS WITH NO U.Y. NOTE: tiNLKEM Z VALLEY FLASHING: FROM TREMGO SEALANTS DRAWING NUMBER DC-28 ��T�I�rI VALLEY LININGS SHALLBE INSTALLED IN ACCORDANCE WITH THE WLKEM TYPIG� EVOEMANUFACTURER'S INSTALLATION INSTIRUGTIONS,BEFORE APPLYING FROM TREMGO SEALANTS DRAWING NUMBER � TILES. VALLEY LININGS OF THE P°OLLOWING TYPES SHALL BE PEI"11 : 1. FOR CLOSED VALLEYS: INSTALL PREFORMED CLOSED VALLEY METAL EITHER A MINIMUM WIDTH OF I6" (24' 511WTCI.1 OUT) WITH A MINIMUM 2 1/2' HIGH CENTER DIVERTER AND A MINIMUM In METAL EDGE RETURNS OR A RIBBED DESIGN WITH IN CENTER DIVERTER,A MINIMUM (4) 5/8' RIBS SPA4W 5 1/2' NTH 5 5/4" FLANGE. LAP JOINTS A MINIMUM b' AND APPLY A COATING OR SEPARATOR SHEET. 5 VULKEM 551,450NF OR 451 NF TOP GOAT . 2. FOR OPEN VALLEYS= INSTALL PREFORMED OPEN VALLEY WITH A MINIMUM OF 16" (24" STRETCH OUT) WITH A MINIMUM I" HIGH TWIN VULKEM 55OW OR 56OW BASE GOAT 6 CENTER DIVB?TER AND A MINIMUM In METAL EDGE RETURNS. LAP 14' HARDIE BACKER BOARD o/ DUALFLEX EMBEDDED IN BASE GOAT 4 JOINTS A MINIMUM 6" AND APPLY A COATING OR SEPARATOR SHEET. 5/4' EXTERIOR CORADE PLYWOOD (INSTALLED AIDE UP AND MUST BE 551,45ONIF OR 451 NIF TOP GOA 5 • 58 YdhENt USING VALLEY METAL WITH RETURNS: A. SECURE WITH CLIPS RING-SHANK / INTO PLACE? FABRICATED FROM SIMILAR OR COMPATIBLE MATERIAL. CLIP IN METAL ALUMINUM FASCIA - MECHANICALLY EDGE WnRNS TO BATTEN STRIP WITH ROOFING NAIL THROUGH METAL STRAP. TO HARDIE BACKER B0 AND PLYY4000 B. TRIM METAL AT ALL VALI.EYAZIDGE .UNCTIONS, ENSURING WATER DETAIL STRIP OF VULKEM \—IA60 THICK JOINT FILLED w/ T I/4" HIARDIE EtAC.KER ElDARD o/ SEALANT SHEDDING CAPABILITIES ONTO THE VALLEY. OR VULKE�1 5601+ ;3/4" EXTERIOR GRADE PLYWOOD OPTIONAL (REINFORC:ffi w/i7UAL.FLEX G. INSTALL LEAD SOAKER AT ALL YALLEY/1?IDfaE .UNCTIONS. TURN OR CLOTH TAPE OR FI TAd°F.) � ..��A-SIVE UP AND 5GREV�,D INTO PLACE) LEAD UP A MINIMUM OF I' TO CREATE A WATER DIVERTEIQ,ENSURING, WATER SHEDDING,CAPABILITIES ONTO THE VALLEY. NOTE: VULKEM 450W MAY BE USED A5 TOPCOAT IN AREAS WITH NO U.Y. D. OUTER EDGE OF THE VALLEY METAL SHALL OVERLAP DECK FLANGE 2 OF DRIP EDGE A MINIMUM OF i". OF VALLEY FLASHING ShiALI. 1 M P�RIN� �I?I �MUST BE PRI WITH EXTEND A MINIMUM OF 2" BEYOND DRIP EDGE. WLKEM TYPICAL JOINT DETAIL, OPTIONAL..: DUALFLEX OR CLOTH T 5 RIDGE FLASHING: VULKEM 551,450NF oR 451 NF TOP GOAT EMBEDDED IN VLAJCEM 55OW OR 56O DETAIL GOAT THE UNDERL.AYN�ENT SHALL BE INSTALLED IN YVATER-SHEDING FASHION. THE LAST LAYER APPLIED AT THE RIDGE SHAD. BE DYMERIG 24oFG OR APPROVED TREtooWo FOLT?ED OVER THE RIDGE AND MECHANICALLY FASTENED,AT SEALANT CANT BEAD- IN WIDTH 06 O.C.. MAXIMUM TO THE OPPOSING SIDE OF THE ROOF. REPEAT THE PROCEDURE FOR THE OPPOSING SIDE OF THE I/4' BACKER RDD ROOF. WHEN COMPLETED, TWILL BE TWO LAYERS Or- NOTE: FNOTE: VULKEM 450W MAY BE USED AS TOP A IN AREAS WITH NO U.Y. UN PERLAYMENT OVERLAPPING THE RIDGE, 4 HIP.FL WINC: DOE DET THE UNDERLAYN-ENT SHALL BE INSTALLED IN WATER-%WING �lULKEM TYPICAL E1 FASHION. AT THE HIP LINE,FOLD THE Uw7ERL..AYMENT 01/08 V FROM T J34W SEALANTS DRAWING NUMBER THE HIP AND MEGHANIGALLY FASTEN,AT(36) INCHES O.G. FOTHE THEM#JAMW TO IGN6 �THE ROM. RE OPP05I5iOF THE ROOF. MEN G42MPLETED T1•�EIEr WILL 9E 'TYO LAYERS OF UNDERL.AYM ENT I 0 tRLAPPING THE HIP. Ck 5 GRtGiGET5 AND FL,45HING: o to A ORIGKET OR SADDLE SHALL BE INSTALLED ON THE RIDGE lu SIDE OF ANY CHIMNEY GREATER THAN(FO) INCHES 0162 mrn) "`�•,� � METAL POST WICIE. CRICKET' OR SADDLE COVERINGS SHALL 9E SHEET Lx..1 MEAL OR OF THE 3A1ME MATERIAL A5 THE ROOF COVERING. PRIME W TREMPNME ' VIX.icEM 551, ,opt 451 THINRIDGE AND VALLEY FLA51.11NG of GRIGKE'T:5 OR � TOP GOATNON-POROUS SHALL BE THE SAME AS THE RIDGE AND VALLEY PLASHING ON Omfl— C, 24OFG OR APPR01/ED THE MAIN ROOF. = ` - VUl..KEM 850E -R OR S6O •�O SEALANT CANT BEAD .••F DETAIL GOAT - 6 BSE AND t1�6• -PRIME w/TREMPRIME BA SE AND COUNTER FLASHING SHALL BE INSTALLED IN I— V � OR g50 sum--- 54b l� PRIMERINCTIATE GOAT AM01QDrtiNGE WITH THE MANJFAGTURERS INSTALLATION MIMIMC 240FO OR INSTPLICTION5,OR A Got�CnNJOU'' METAL MINIMUM 4 INCH BY 4 —� MAY USED AS TOPCOAT IN AREAS WITH NO U.V. COAT �OR TREMW SEALANT CANT BEAD INCH 'L' FLASHING SHALL. BE SET IN PLASHING g50NFAND SET FLUSH TO THE BASE OF THE WALL AND OVER ~ NOri'E: VULKEMO 1M.KE:M 550W-R OR 560th -VULKEM1 546 OR 451 W TOP GOAT T'HI! tJNDEIQLAYMENtP. BOTH HORIZONTAL AND VERTICAL METAL DETAIL COAT SHALL BE FASTS b INCHES 052 wn) ON CENTER WITH a T Of METALCk �� VULKEM TYR t°ASTETEIZS. ALL LAPS SHALL 9E A MINIMUM OF 4 TS DRAWING NUMBER DG-II I (102 mW,FULLY SEALED IN FLASHING GEMEhIT. FROM TREMGO INC SHALL START AT THE L.omm PORTION OF THE ROOF TO WATER-SEEDING CAPABILITIE5 OF ALL METAL LAPS. 1H0 ENTIRE EDGE OF THE HORIZONTAL FLANGE SH " BE FL..E'D,COVERING, ALL NAIL PENETRATIONS WITH APPROVED 'THE-HORIZONTAL FLANGE,AND SHALL 19E SET IN APPROVED OVERLAP A NOTE: VUI-KEM g5ONF MAY BE USED AS, TOMOAT IN AREAS WITH NO U.Y. FLASHING GEMENT. MEMASHING,SHALL BE OF EITHER GOI�OSION-RESISTANT AL PROVIDED IN 56CTION R405.2.8.t OR MIN IRAL SURFACE EM . 1EA TCf A FEN 7RA TI�� . ROIL ROOFING,MId*HNG A MINIMUM OF (71) POLI DS,PER(100) VULK FLASHING, 5 x 5 GALYANtIZED FLASHING y �1S %j�" 19E Oft"my, FROM TREMCO SEALANTS DRAWING NUMBER I ?b 6UA6E 6 Z® I 6UAGE 6ALYANIZED 6 26 WAGE GALVANIZED C�,pSION- RE'S15Tk� r METAL WITH A MINIMIUM THNGK�g � � ^c KW/ )H N.T.S. N.T.S. N.T.S. PROVIDED IN TAEL.E 405.1 IN 'THE FLORIDA 9UIL.DIW CODE ��"�G o pi (2004). c*t5c4® Dye NOMY REFER TO THE FLORIDA ROOFING,SHOT METAL AND AIR GODITIONING TORS' ,GCIGRETE AND CLAY ROOF 8103/16 TILE INSTALLATION MANUAL FOR MORE INFORMATION. e ROOF vet/ iCENrED FLA5HIN& PETA I L5 WALE: NTS 3820 � 0 0� ZZ� NOi 5 �5 x x A 32 ere with the ration of the ?.2.105 Gut a piece of head flashing that is the width of the roue openVS plus two, times the y 8905.6 FLASHING. APPRG�YM CORROSION-RESISTANT PL.ASHINS SHALL BE APPLIED Gently raise the bottom edge of the flap created in the M5 and temporarily tape the top Install shims such a mariner that they are not permitted to interf app exterior face of the WRB above (see P e s). This is done to air seal,which Will be applied on the interior side in the steps that follow. roll width of the flas�niny,plus So mm (2 in). SHINGLE-FASHION IN�4 HSI?TO Q'REYETIT ENTRY OF hU4TER INTO THE HALL. CAVITY OR corners and center to the iter �" N6 order to allow for Installation of the window and head flashing later. ® PENETRATION OF WATER TO THE BUIL.L?ING STRUG"i1JRA�1_ tTiA�MI "72A) � �� • NCj'rALL I NO T��KSTUCCO l�l�i� usED AS FLASHING SHALL coMPL.Y WIT1i AAMA'711. T� FLASFFI MOTE 2: Either self-�ac�esivo flaehlrtg (see Section or' mechanically attached Flashing (see '7.2.1Ob Apply acontinuous q mm (3/8 Ir1J nom�al dlarneter bead of sealc�t along the mounting SES- SHALL EXTEND TO THE SURFACE OFTHE EXTERIOR WALL PIN15H. Section 9.2.10) shall be permitted to be used for iamb and head flashing,per the following flange at the head. Apply at additional q mm (3/6 � nominal diameter head of sealant I�L.L.S ��0� I I�lST�LL�T 1011 Ing SHALL � INSTALLED AT ALL oP THE FouoWl>,iG Istepls. horizontal l 216 mm (6 I/7 IJ above the rough�opening (inline Witt the tip of the iamb f lashing). � yy sealants and secure with mechanical ON VERTICAL C;ORROSION_RESISTANT FLASH �• ;�; I mechanically attached flashing to head over T ak $ O 00 5 O I��O cJ LOCATIONS: -1.244 .Iamb and Head Flashing Installation WingSelf AdheringFlashingfasteners (see FI a h). I. EXTERIOR WIM CW4 AND DOOR OPMINs55. PLASHING AT EXTERIOR y�INDOW AMD DOOR ng OPENINGS +SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE -16SUOU NT DRAINAGE. PLASHING AT EXTERIOR WINDOW 9.2.44.1 Apply flashing over the flcirnge of the window at both jambs. The self adhering YVATER-rRE515T111E BARRIER FOR II be a minimum of 100 mem (4 �. Kth self-adFlashing, the addltional bead of � � Atm DOOR OpENINBS SHALL BE INSTALLED IM AC.C.ORDANGE WITH ONE OF MORE OF THE Flashing shha ing � r r r r FOLLowI>`iG OR OTHER METHovs: sealant over the mounting flange (see Sections'7.2.10.2 and ?.2.10.6) shall be omitted. III • 1.1 THE PENESTRATION MAN)FAGTL R£R'S WRITTEN FLASHING INSTRUCTIONS. MOM am lao�acanls I THE FLASHING MANJPACTURERS WRITTEN INSTALLATION INSTRUCTIONS. -12.44.2 Gut the jcsnb flashing to a measurement equal to twice the roll width of the flashing 1.3 IN AGCARDANGE WITH FMA/AAMA 100,FPWAAMA 200,OR 250. being used,plus to height of the rough opening,minus 25 mm n In) (see Figure 12) 1.4 IN AC40ROANCE NTH THE PLASHINS METHOD OR A REGISTERM DESIGN PROFESSIONAL. VAM • I 2. AT THE IN t E•GTION OF CHIMNEYS C' HIMYS OR OTHER MASONRY 0MTRUGNTH TH FRAt4E OF . � sc • o SjwocO WALLS,NTH PR0JWTION LIPS ON BOTH SIDES UFS STUGGO COPINGS. 5. LNDER ANO AT THE ENDS OP MASONRY,WOOD,OR tE:TAL GOPIN& AND SILLS. 4. GONTINUOUaSLY A OVE ALL PROJECTING NOW TRIM. FIuiJRE 5 E?CT'Ei?IOR S. y+EM EXTERIOR ,DECKS, OR STAJR5 ATTACH TO A WALL OR FLOOR ABY 925 Applying m9a Sill Pan Mashing � % C QF GONSTR oTION. Z 10 a I 6. AT WALL AND RDOP IMTERSEGTIONS. 9.2 5.1 There are a variety of sill pan systems available. (Iefererzo ASTM E 2112 guidelines for ' gal 9. AT BUILT IN GUTTERS. rssshaa�l ixsole � � c i � � ~ the latest i mTriation� The pan shol i direct water to the exterior of to the drainage I o I pine for subsequent dratrnage to the exterior of the building. . a I I I ALL y�INDOW AND DooR FLASHING SHALL C�OMI"I-Y Y'IITH FMA AMMA 711, 100, 200,ABVD 250. 7,2,8,2 y�hen solf�acxnertng flashing is used as a sill pan,cut to a length equal to itis rough29 .: width plus at least 150 mm (6 � up the iamb,to form an end dam (see Figure 6). MW ^ EXc�eRPT or- FMA AAMA Io0-a1 I ..... ... FIGURE 144 EXTERIOR .... ....\ .... 6 n PRE WINDOInI INST/4LLr4TION PRD�.EDURCS ....moose*.. /.. 00000.0■0000 PI6URE 12 I rr....rr..... T 0000..\...... 6.1 Pre Istallation requirements pesr•formed by others,pear' the manufactures Istr�ucttons. '1.2.44.3 Position the top end of the flashing 15 mm (I/2 in) below the location where the top edge 9.2.10'1 Use mechanical fasteners to secure mechanically attached flashing (see Ptgure 20 . ............... ............. ............ of the hood flashing will cover the,jamb flashing Tater (sea Figure 15) • I I :�::• I 6.1.1 open"... 0000 0000. •: .6660. base* I ..�: 6.1.1.1 Thee builder/contractor shall construct tine rough openings in accordance with the window 0000.. ... 0900..... I manufacturer's size and tolerance requirements. 004 NNNMNN.00 01....01..0 .00000...6.0 6.1.1.2 Ther shall be lamb, level,square and true within 6 mm 0/4 in) prior to .r....- ..6....... � opening p . 6r..rr6ji...6..r ............ the installation Of the window. Manufacturers instructions may supersede these tolerance ..6 0000 • ranges. ' /,/ ; 6.1.2 Y4ater-ReslstNe Barriers (AM) /'� - This standard practice recommends that the HM be installed prior to the window Installation. '� WAM The Installation mothod described in this stands rd practice is based on this sequence. FIGURE 6 EXTERIOR / / I. Uhwrrap roll at corner, leaving b'-12'overlap. =mAWhj;;VM surface pabbsrn ti V!!lTIC�1L 6.1.2.1 The application of Ino yVRB Involves covering the vertical surfaces of the wall, lapped, Thee self-adherVorita flashing sill pan system shall cover the sill to at least the depth of the window, nr fastened,taped and sealed per the yVRB manufact�rerb Instructions. p los 50 mm (2 the face of the MRS drainage plane (see P�,�ure V. � � 2. Roll should be pluti b.Bottom roll should extend over sill plate interface. !sHt�W!Stucco over back eejs of NOW sur�.d for proper,darer draMbg. 6.1.2.2 Penetrations twough the YmRB for the installation of Windows annals be made in INSURE 20 EXTERIOR W For maximum air' I reduction,seal wrap with caulk or tape to weep screed. accordanup with tho )AM mcmfactur or"s rococo mwialatlons or this standard practice. EXTERIOR Dont block weep holes. � FIGURE 15 T '7.2.11 Remove the previously Ilea which holds, the fl Of the 1NRB GC the head. Ailow I i be I led in water shedd fashion,starting at the base of the Nall I Do not interfere with the NM flop at the head. Tuck the top of the iamb f lashing under the top Pr y i° s. Secure njveld+ every 128-160 on vertical stud line.with wood,in.ulated sheathing board 6.1.2.5 The HM shall app ing n9 flap the flap to lay flat over the head flashing. Apply a new piece of sheathing tap over the entire or exterior board,use lar head or plastia washer head nails,as a best bila 9 towa'ds the top. The WRB shall be applied to to face of the building framing f of the yVRB at the head. �p y+Rt3 Practice. les w >tl, I.O inch minimum crown icon also be used.Y�hon attaching to diagonal cut made In the yVRB. The tape shad corrlpr•essod against the and to head masorry,use adhesives with polyurethane,elastomeric or latex base. or sheathing. '7.2.44 4 Use firm pressure to apply the self adhner•Ing flashing to promote seal to window flange flashing,which extends over the Jamb,(see Figure 21). 4. Unroll directly over windows and doors.Upper roll overlaps bottom roll by 62 TWO LAYER PRS SYSTEMS and 10M.b'horizontally. tem be required In accordance with 9.2 44.5 Apply a piece of flashing across the head of the rough opening. The head f lashing shall � • hnterface of and lower dates with Tyvek w As a best practice, 6.2.1 A two layer YVRB or building eq. O T s. ccoveR �P . and into the wall be cut to the width of the r t plus two, times the roll width of the flash) Iva mm Ice "P'� with Z or codes. The window I I be f Iashed/i aced with the Y�IRB out opening p p TAPE alt horizontal seams at band foists,Pleaders and roll overlaps state and local ntogr' iderrtal tetra or tom, (2 � (see Pk9ure 14). DuPont contractor tape.Tape any act damage per the WRB ma Aacturer,s instruction. W-C O b. Make a modified 'I'CUT In Tyveks• second I of WRB the claddl shall be Iled with a 29 R 6.2.2 After the installation of the oyer �hgg app ton OVW9 screed metalled at the bottom of the fist floor and at the br��ttom of any f Ioor above / c 7 FOLD f I inside around whndow or door openings.Fos ery weep / / Trim excoi Tyvele . or over a concrete masonry unit (CMU). WOM ply wrW x tr+t�surface pattern ti vscric� FIGURE 9 EXTeRIORPIPPIN— �� j%/ . Dino" proper 9.0 WINDOW Ii�LST 9.2 4 If a r Id or semi-rigid sill pan system Is used,follow manufacturers instructions for r1i I I' r r / b. Tack bottom sill flashM�g,overlapping rough sill N 4'-5'.As a best active, lrstallatlon tails and initegration With the yVl� and flaishning. cuts in the flash . Fol-C flash over roodslit m a h--I make two vertical corner �g �9 7.1 PRE-INSTALLATION INSPECiTI�I 9. Tack up side flash ,OvIRLAPPINO bottom sill flashing.. two,�" les 7.25 Inspect and clean the back side (Interior' surface) of they extortor window mounting flange. from eac�h pwindow corner.Then,install widow or door act cnng 1.l.l In the event that the 104M Is Installed after the window installation,refer to ASTM E 2112 �k for any sealant gaps or misaligned welding at the corner,Joinery. If corner seals are +� D0O1t '" I� to eke � � � r to.ma>ufacturer �structions. for various sequencing considerations. missing In mole or part, contact the window manufacturer for the r remedy. fl of ek• O'vCR window fl .Extend occur, the installer shall t the y�B to erhsur•e that it is FIGURE 21 EXTERIOR W lo. Install head flashing LNOM ODER top ap yv , '1.1.2 Before Installation canp� 9.2.6 After cleaning the rnoluhting flanges,carefully run a corltlhuous q mm (3/6 � nominal Hashing out avers s flashings by 50-411. Fold top flap of Tqvok60VM head Installed in cc-ordaxce with this standard practice and the NW manufactur ergs instructions. flashing. TAPE both diagonal cuts. � diameter bead of sealant on the hack surface (Ihterlor face) of the mounting flange of the penetration or defects within 505 mm 02 In) of the rough open area shall be - tears, window at the head and both (see a b). I sealant in line with a '1.2.12 On the Interior, the installer enroll apply a booker rod and a continuous interior perimeter Any the AM manufacturers Instructlors before the Installation starts. Refer to ASTM holes or slots In the flange. Con t that bead oP sealant across any joinery on tto bead of sealant (see Figures 22 and 25),or aerosol foam sealant conforming to AAMA 612 per g without backer rod (see Pic 24),or other WindOhl manufacturer owed material betwom G'755. window frame at all four corners. EXTERIOR FIGURE 14 the wln��ow arnt the rough opening on an sibs to form an air seas. This effectively forms a back 7.1.8 The Installer shall verify that the rough opening Is plumb, level,square and true. The 1.2.44.6 Apply primer to ON exposed oriented strand board (OSB) as required by the flashing dam to event water Intrusion into the Interior. A raised,upturned leg made from a rigid r disci roe this standard Practice. manufacturer. material can be also be used, If properly air sealed. If a rigid or seml-r id sill pan was used, Installer shall notify the contractor to ernedy any epanc per pr' r shwa recheck t#he seal between the sell of the window and the Wpturned log of the sill pan and reseal '7.1.4 The installer shall inspect the fenestration product for damage aid repair or replace if ' 'r 1.2.4:7 Adhere the solf-adhering flashing With firm pressure across the head of the window on as needed (see Figure 25). necessary- top of the mounting flange and beyond to rough opening on each side,extending it 25 mm (I in) 9.2 INSTALLATION PR+OGf'..PLNMSover the outsiab edge of the flashing at the iambs (see Figures 15 and I6). , / 71 2 1.2.1 In the event that the MB has not been previously modified, the installer shall complete /,/ /, f the following steps: � j' TAPr_ HIM - Carefully cut the yVRB to a modified 'I" pattern as shown in figure I. The fun-I cut of the MB Is also e. As an option, the sealant shall be permitted to be applied to the wan surface,as opposed to ire back of the mounting flange, in line or Inboard of arty pre-pwiched holds a+r mobs. i I I1- 11 AI 1 I 1 ' 1 9.2:7 Apply a discontinuous bead of sealant on the interior surface of the mounting f at the I I sill. The bead of sealant shall have a min�urn of two SO mm (2 W vote near the ends sea a` FIfURE 22 INTERIOR FIGURE 25 INTERIOR i I I I • i I I Figure q),allowing any liquid water that has entered the window opening to exit easily. FISURE 15 EXTERIOR I I I I aeK 2x owML a'i+� I I mart rlaeslme Imo,' r■ar n®eelwe sc29I 1 P16l1RE I EXTERIOR .�'� Pold the bottoan m and side flaps over d behind the interior side of the framing (see _ / �/ /' Figure 2). /;/ / / / /' HIM HIMsc FIGURE 24 INTERIOR FIGURE q I EXTERIOR MOM am 9.23.1 As an alternate to the discontinuous basad of sealant,a weep screed or wicking shall be permitted to be sled at the ends of the sill to allow 11qut Water to '7.2.10 .lamb and Head Flashing Using Mechantrcally Attached Flashing �- mechanism perm app J 0"q • 1.2.10.1 hhen mechanically attached flashing is used,the minkimi roil width shall be 250 mm (q in). HIM 9.2.9.2 Additionallyy,, M a rigid or semi-rigid sill pan is used,apply a bead of sealant to the ?.2.10.2 Apply a continuous q mm (5/6 in) nominal diameter bead of sealant over shheathing (wall was outboard side of the th upturned leg of o pan where It wl I I integrate with the interior side of the for face of the moiuht f I rough window and form an at/water "al. surface) and the exterior Ing ange,starting 216 mm (6 1/2 In) above the opening (see figure l9) continuing down the�arribs to the bottom of the sill mounding flange. X;/ FIuURE 2 INTERIOR 9.2Z Immediately set the window into the opening (see Figure 10). • the MB into position on the inside of the r opening,and trim any excess as Attach pos rough � � Or required. ,� • h- .2.2 At the head of the start at the top corner of the windoK (rough) opo ning, T 9 opening, � � � LU � o measure from the corner horizontally and anon vorttcally a distance equal to thine roll Width of FIGURE 25 INTERIOR � � mark see a 5). / � LL flashing to be applied,and make a ( Fes" / / 9 .12.1 In crises where shims cause Interference with the application of the backer rod or LU ,/ �/ /;/ /;/ sealant,trim e)aess shim material to allow for a continuous air/water seal (see Figure 26). In all DL / cases, make audits the entire perimeter jointhas been sealed,creating an ar/water tint condition. V ince m! / r h E-- :n. I10WVW___ - � 00 1011015 1 � < v 2 N120 am 19 MW MOIRE EX1I=8108 ._ -- ~ Iwls�iae roll width of the flash) be � o ~ Pleluft l0 oR '1.2.10.5 Gut iamb f lashing to a equal to twice the ng being to < h shims as required to ensure the window is used,plus the height of the rough openWS minus 25 mm (I In). Q Hold the Window temporarUy Into postttorh and app equ "� set Usnb, level,square aid true. Fasten the w perimeter securely Into position in p I flash Inline with polos/slots in the mounting flange and cover /�� --� dance with the manufacturer`s instructions. For sealant coverage,ensure squeeze 9.2.10.4 Appy ing any pr / / a 011 sc aK ou wo f and in fastener holes (sem a II . any fastener heads (see Figure I&). J OL our under the longe Pr9�" F16URE 5 EXTtRIOR on a diagonal (see a 4). this std a" ice' '' A� a 45 angle,carefully cut the tine yVRB lagena Figur' Repeat � � the opposite corner. _ - FI 26 INTERIOR meowhe lms �' / 1.2.12.2 To onsuro adequate protection against extreme wind driven water loads tit psi Water loads), it is critical that the interior air aid water seal between the window and the VIM sill pan flashlrq is able to withstand this pressure load without air and water leakage. Special caution needs to be applied to the interior corners. . • / / By, WAM OFFICE CO 6.1 The Installer shall ensure that the fenestration product frame and sash are installed plumb, WON am °°'°R°rlr` s s level,square acid true,within the specified tolerances. eye Ii EXTERIOR FIGURE 18 EXTERIOR 6� The �talle�r sha�i�eels maks fu contact wtththat all eash move 'mati within their frcrrlos surfaces, and weather' FIGURE stripping ng D NOW* ac 6.5 The installer shall ensure that operable hardware such as locks,cranks, latches and hinges . operate smoothly,and at all locking mechanisms engage and operate properly. PiOLFZ 4 EXTERIOR 6.4 The installer shall ensure that all accessories and other wompononts of the fenestrationWA t aro present,such as screens and hardware. fx tx Olt% 3820 65 After installation of the window,drainage holes shall be Inspected for blockage of any obstructions to allow drainage. O� 'LZ ayVs Noy CJ 'C F v5 G s5 P �F x FNOTE: ELECTRICAL LE67END a LL 120 VOLT,SINGLE PHASE, 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNITS, FAMILY ROOMS,DINING �� ROOMS,LIVING ROOMS, PARLORS,LIBRARIES, Q� IIOY DIJf M W-Pr_ Q 'H3040TAT DENS, BEDROOMS,SUNROOMS, RECREATION -------------T-, ROOMS,CLOSETS, HALLWAYS,OR SIMILAR ROOMS HH�tA�y HST.gyp, �g . .:::::::::.::.:.:::.:.........�..::••::•::::>::::.::•:•::....:....................,•:. ::.,•.,,•:.,•..:..,•........::. C= C41mm TED :•:::.,:.,:.,:.,::•:.:•..:.........................:::........................... I I COMBINATION TY ARC-FAULTCIRCUIT •,.. OR AREAS SHALL BE PROTECTED BY A LIS � I ------------- - "A I" STALLED TO PROVIDE II&I S�E3WITc+ED MrA I I I I ( I I PROTECTION OF THE BRANCH CIRCUIT. $ hEATIt�PRDOF oUI1.ET II INTERCOM STATION � � - ti — II hr �] INTERCOM PANEL S g I I I I I -� J I I I I 2)ALL 125-VOLT,SINGLE-PHASE, 15 AND 20 — --------------------- AMPERE IIo�1�0OROIlTI.ET ® vo�.IcoKrRol.. t I I . I :,,•:::,.:.:::.:.::.,,•.,,•.::., • .:: T. I AMPERE RECEPTACLES INSTALLED IN ; :.:. I :.:. :.::::::::::;•:'•:>::.::.::: ............. D 6801 Tm WAY S"TCH •'•••••••• � BATHROOM GARAGES, BOATHOUSE N �� IIOV OIl11ET ON ::. I GRADE- TAMLEVEL• .` GRADE LEVEL PORTIONS OF UNFINISHED F T CIRM I I � I ,, I I � w � I �- I I / , -.--....._.. ::. I I 22ov outteT THREE WAY SWtlrcH I I WORK AREAS,OUTDOOR RECEPTACLES SORY BUILDINGS USED FOR R(MIN.ONE >s 1 1 AT FRONT AND BACK OF DWELLING,AND ONE 6AR�16E DOOR OPENER T4 LOCATED AT CONDENSER UNIT),AT OR BELOW FouRy�I�►Y9wITr�+ GRADE CRAWL SPACES, UNFINISHED BASEMENTS, KITCHEN COUNTERTOP SURFACES, OUTLETS WITHIN DEfl"lw ovum 1 w I I 1 I w p 5TGH N/DIM�FR - 1 -------------- -------------- 6 FEET OF LAUNDRY, UTILITY,OR WET BAR SINKS, D I \` ♦ �♦ \ I -------------- -----------_-- ! r ..�� I I K, OR PORCH(GREATER THAN 20 J> akw BOX " w • I I .:: ::: 4': :::•:. .•.• • ..° ;.......: I I BALCONY, DE I I \ ♦ \ 1 I I SQUARE FEET), SHALL HAVE GROUND-FAULT E? T � 5hNTGH IN DOOR J" ,.; ♦ ` :.:..........._.. \� ---------- -- ------------ !.-.......r. INTERRUPTER {"G.F.C.L")PROTECTION FOR I I I CIRCUIT INT ::. :.: I \\ / • I I PERSONNEL. EJ4�AI�3T IrA' d.IfHT ® `�'�� .: ♦` ♦ I NN 1 \ / 3)ALL ELECTRICAL WIRING TO BE IN ----- -------- -------- ----- I f OA �E*WST FAN-�J W41I MIDISTAT � o ............. I I ACCORDANCE WITH ARTICLE 200 OF NFPA 7 PROOF) � FLOOD U6HT °° I I 5H0l� 1 _ 4)ELECTRICALINSTALLATION TO MEET THE wvLmw F • ;., _- ---- ---------- --- 'ti REQUIREMENTS OF THE 2011 NEC d TD 5hdTGH l ! .. � � ----- .. .,,. :' •••; : ';::::" .................................................... � ----____-- _-- %OF ALL INTERIOR AND EXTERIOR ,;• I � � j � � 5)100 S O ;:• > ? _ ---- FIXTURES USE CFULED LAMPS. ,•-•->- I '• �. PERMANENT LIGHT F � a .................... ..•. , . . ..: ......�........: -------------- --------- ,�- - LI6HT GE'�.IN6 FANIU6NT ��11 / ♦ � I I _ I 6)ALL CAN LIGHTS ON DIMMER SWITCH 00, i I / _ •\ arl I EYEBALL fmcilww MOISTURE a 0 ------------- 1 PROOF LOW / I 0 1 I VLT. j I �IA�T: �` ! I ~ ♦ Tafri NE oUTLPT 1 j ► j j I DGGORATIYE �♦ / 2'x 4 FlJaOR.FIX`IURE ... yi..•�. .•�+w.1_ . ,► \ I � Tt�.L''PH01'E M0l�1 LIFE II LIGHT FIXT. >r �( ILJ FLOOR OUt].E7 \ ► I I _' / I +►] GABLE TY oUTLET IV x*fiJM Fl)CI W z ,• :.;;.:::., / ! .smom GAR80N MONOXIDE ....... ..,...... .... ..... ...,. I ♦ ;" �- ;; _ TIS 1.16HT ♦� ! , 3 I (-r i O'... ALARM KEYPAD E--i MITE or --------------------- I �� ~ �� I 11 1 I- L� \\ ♦\ I I I TO TiMOSTAT :..................................................... I 1 I — — ♦ VI-T I Ui /PEI�ANT UtSHT W ---- I :.. --------------- ------ \\ JIMOTION BOX I 1 I I I :•. \ .. � ! I I 1 I U— —i 1 1 — j SPECIFICATIONS,PRICE SUMMARIES,AND CHANGE ORDERS TO SUPERSEDE THIS ELECTRICAL PLAN I I f I I � / ♦ I !. 1 I I I I , I c03 I I / .� ♦, � I I I I I I THE PURPOSE OF THIS PLAN IS TO OBTAIN AN ELECTRICAL PERMIT. FIXTURES,SWITCH LOCATIONS, M I AND RECEPTACLE LOCATIONS SHOWN ON THIS PLAN MAY BE INACCURATE DUE TO FRAMING OR I r AND/OR BUILDING CODE REQUIREMENTS I CONFLICTS, SITE CONDITIONS b I MECHANICAL LC I I MECHA 0 DCGORATIYE I v PURCHASER WILL DOAN ELECTRICAL WALK THROUGH WITH THE PROJECT MANAGER DURING o CONSTRUCTION. THIS WALK THROUGH WILL IDENTIFY THE PREDETERMINED LOCATIONS OF I I 1 \ I ;�2 I VLT• I RECEPTACLES BY THE ELECTRICIANS, IN ACCORDANCE WITH LOCAL BUILDING CODES. AT THIS �� ( I I TIME,SELECTIVE LIGHT FIXTURES,PHONE AND TV JACKS WILL BE DETERMINED BY THE d I i �-1 ;•> -1--------------------- :>. I `••. PURCHASER AS TO THE PREFERRED LOCATIONS ,,: \. • 01---------------I I , ————————————— I I t -------- ------- --I N 'yl :.• q .. ..................... .:.................. ................. ......... . I I 1 1 I I GOAD-I GONa-2 w (—I ti I I I ATTIC I , II II o TO SiM+�TG�MC ► I �� I II 1 II J V I ----------- ------- - I--, I I 1 1 1 I I — ^----------- I ! ! I I I I •..,..,:.,...,•::,�:.�::.�. Irl I •.: -. i II AM I•: AHM ••1 I I I I r I I II II � ♦ �1 I I I I ,• I f I I II II I I I I I 42'PREF-FABRIGA78? I I I ------------- _ 42'PRE -ABRIGATED w!TY.ABaVE VMT VENT FROLAGE II ---- 1 ----- ----- , I I I I ( I I / :...' ' ( I I I ( I -------------- --- ---------- ! I ....... ------------- - ---------- --- I ! ::•.:::.:•.:......:...: ------------ I I I ................. 1 ----------- I ♦ = ! 1 L ;;,,•.»,,,,,,,,,,,,,,,,,,, •.,,•.,•..:.,,...........,.•. ——————————————— I I I vz' o �ta►�e -_---_--__ _ -- -- -- ' I ♦ � I 1 I -------------- i j ♦♦ i t ` 1 \ . , ----L-------- -------------- ----------- --------- --- - ----- ,t.......... I I ................ �. .......... C : ........-- �. ........\.. ---- --------- I ! ! \................ _.rte---ice _ \ I \ I ; : i \ lroratTtolt crtfr!'It� ------_--- -- ---_----- I s � �0 0 F L 00 RI I 1 ` ` \ w ................. . . .......... \ I I 1 ! I \ \ \ I I 1 \ 1 L A N E: L E 0 T R 1 0 A L�F I I 1 I \ \\ \\ I. I 1 / I I -'_—'—~ DECORATIVE 1 � ' �JCi�.E: 1/4's V-0" 1 1 1 / � \\ I I \♦ /.-� � 18HTFIXT. ,— 1 , I I I I i \ I I I I ! I ♦ � \ I I ♦ / I � I I II / j j j � \\`�\ I I `\ / � ♦ 1 I I I I I I ♦\ � / 1 I I I I I I ♦ ' --------------- l — I I I I 1 / .'1 •.. I I I I :\ �� am : I I I \ PEDANT / PEST / .......THE 400.4 ! ! I I V O W. '� O I I T/'Ci I I I I D/W i I I OL H W.SING cm.DOOR ./ x I II�• III I .:. � /�; ��\ _ / ...._._ ....... : KITS O O I I LC _J I �/HOOD ! \ I ::::::::.. �u 1 I �� -I -------- \ / \ 3 I I V --------------------- ♦ — . / , \ ; T II p�1'l II II II �u ovm O I , eN I ------------- 1— QD I LL =JJ ��©=J1 . . ...... ... ----- --- em r TOATJIIC-' r------------- I ♦�-•1<�L�F1T i , 00 ATM T 0 0 Wo `s $ / IWV/i/1 .._. . �•��I � II 1 OFFICE A L 0 T F L A N . .................... SO / I. � 4 = PAM d �---------------- sco#422 I/TII=11_/111 "s mumem O� W20 ROW TANKIM c�'C� 6 v � ,z '(HAM WATM Z�L r�Iro, 5 O � 4 ��o z G 5 v �5