The URL can be used to link to this page

1697 ATLANTIC BEACH DR - ARCH. dwgs __ - - � -- - � I I I )a I TABLE fR!"I.� ! b� NOT I E: s I1. C.TION OF STRUCTURAL A,B,C,D,E, allI I - ! --- oWABLE I A5E3RS- - - - - ALL -� As 1 I ----- STRUCTURAL MEMBER DEFLECTION 11 I v F - APPROX - APPROXI MATE H'GP _ HAND I GAPPED PR _ POWDER ROOM I 1 g RAFTERS HAVING 5LOPE5 GREATER THAN 3/12 WITH NO L1180 4 - AND H6T HEIGHT P5F POUNDS PER pm I I I+ F I N I SHED GEILIN6 ATTACHED TO RAFTERS a - AT HW - HOT WATER SQUARE FOOT 65 THAT WILL CONFORM TO THE (8) FOOTIN65 ARE TO BEAR ON FIRM, LEVEL, COMPACT NATU _ SOIL, FREE OF DEBRIS OR LOOSE MATERIAL, ------FINISHED ---- - HDR - HEADER P51 - POUNDS PER I (I) I T 15 INTENDED THAT THESE DRAINI N65 ARE PREPARED FOR BU I LD I N OR UPON SUITABLE SOIL THAT HAS BEEN WELL TAMPED AND COMPACTED IN ACCORDANCE WITH THE INTERIOR WALLS AND PARTI TI ON5 H/180 IO FLORIDA BUILDING CODE, RESIDENTIAL. __-__ BM BEAM IN (") - INCH � SQUARE INCH � � 20 FOUNDATION NOTES AS SHOWN ON THE DRAW I N65. BUILDER 15 RESPONSIBLE FOR I N5URI N6 THAT THE If ADPL I GABLE STANDARDS. - _ FLOORS AND PLASTERED GE I L I N65 L/360 BLK - BLOCK P Y WD - PL OD i I I a R OC AL ZONING ORDINANCES AND 501 L MEETS ALL BD - BOARD I NFO - INFORMATION � I I� �I 2 THE MAXIMUM ALLOWABLE NUMBER OF STORIES AND HEIGHT PER LOCAL ALL OTHER STRUCTURAL MEMBERS L/240 BLDG i B�lLDlN6 ID INSIDE DIMENSION REQ'D REGtUIRED RESIDENTIAL, ARE AS FOLLOWS: - O LO BEARING CONCRETE MA50NRY UNITS, _ $! b I $ tal PER THE 201G FLORIDA BUILDING GORE, RESIDE (q) CONCRETE MASONRY UNITS SHALL BE ASTM Gq0 HOLE W ________-_ A MAX. NO. OF STORIES = (3) NORMAL NEI CHT, W 1 TH A MINIMUM COMPRESSIVE 5TREN&TH Of! 3000 P51 BTR B` R I NSUL INSULATE RM _ ROOM S B� MAX. HEIGHT = 35 FROM GRADE _ EXTERIOR WALLS WITH PLASTER OR STUCCO FIN 15H H/360 INT - INTERIOR CONCRETE SHALL HAVE THE FOLLOWI NC MINIMUM CO55111E STRENGTH ® 28 DAYS: GL6 - GEILIN6 REGEPT RECEPTACLE � it I�$ .� (10) ALL CON - CENTERL!NE RES - RESIDENTIAL .AL � 11 I 3 THE BU I LD I N6 CONTRACTOR 15 RESPONS I BLE FOR COMPLIANCE TO THE CODE REOARDLE55 OF ANY A) SLAB ON GRADE-2000 PSI EXTERIOR WALLS--WIND LOADS (A) WITH BRITTLE FINISHES NI5HE5 _ L/240 (D) e JT - JOINT R'S - RISERS ( ) MISSING OR INCOMPLETE DETAILS OR NOTES. B) FOOTINGS-2000 PSI __ COL - COLUMN J5T5 - JOISTS EXTERIOR WALLS WIND LOADS (A) WITH FLEXIBLE FIN15HES L/120 GONG - CONCRETE RD 5H - RDD SHELF $l t dI jui 0 CONT - CCNT I NUOUS (4) THE BU I LD I N6 CONTRACTOR AND H15 5UBCONT,AGTRACTOR5 SHALL CONFORM TO ANY LOCAL ORD I NANGES AND (I 1) STRUCTURAL STEEL SHAPES, PLATE, ETC... SHALL CONFORM TO ASTM-A36, "FB"= 24,000 PS 1. -- - I L5 AND GOND I TI ON5 AND SHALL NOT i FY THE DE51 GNEi� OF - COMM - GOMMERG I AL L - LAVATORY S - SOUTH SHALL VERIFY ALL D I MENS I ONS, MATER A I N6 WITH H 15 WORK. E 2 1,0001000 PSI. NOTE: L = SPAN LENGTH, H = SPAN HEI CHT. CR5 - COURSE LT - 1-16714T 5KY'LT - 5KYL 16HT ANY DISCREPANCIE5 PRIOR TO PROCEED A. THE WIND LOAD, WHEN DETERMINED IN ACCORDANCE WITH A50E 7 OR TABLE R301.2(2), LL - LIVE LOAD SH - SHELF (12) WOOD FLOOR 1015T5, GEIL.IN65. RAFTER, BAMS AND HEADERS SHALL BE 'I m'-141 I -- PERMI'�'ED TO BE TAKEN AS 0.42 TIMF5 THE COMPONENT AND C_AVM!Nf� LQA'"'S D!. '77-_.*' ; LO,- 7 5H13 - 5HE!.VE1 (5 THEE Di'�AW I N65 ARE PREF'r'�'�C FOR DESIGN SND STRI''=TUBAL REFERENCE ONLY. THE ELEGTRlCr�.l #2 c�♦~Z BE i'i ER `.�Ul HERN YELLU Yv INE, KD :�, 545 SI ZE5. FOR THr PURP05C OF THE DETERMI NI N6 DEFLEGTI O: L I M I T5 HEREIN. D I AM OR ^r + i71 AMETER MA,X - MAX I Ml.':• STOR - STORAGE FLOOR PLAN IS INTENDED Tv ONLY SUGGEST LOCATIONS FOR FIXTURES OUTLETS AND 5Y. I CHE5. FOR G NTI EVER MEMBERS L SHALL BE TAKEN AS TWICE THE LENGTH OF THE CANTILEVER. DBL DOUBLE MEC•H - MECHANICAL 5TL - STEEL ELECTRICAL, MECHANICAL, PLUMB I N6, AND OTHER BU I LD I N6 SYSTEMS, IF ANY, ARE TO BE ME516NED, (15) IF ROOF OR FLOOR TRU55E5 ARE USED, THE ENG I NEERI N6 A MEMBER. SIZES AND SPAC I N6 B. A L , OF OTHERS. G. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN ROOFS OR WALLS OF SUNROOM UN - DOY�IN MET - METAL 5U5P - SUSPENDED ENGINEERED AND ARE THE 50LE RESPONSIBILITYARE THE 50LE REeWONS I B I L I TY OF THE MANUFACTURER. ADD I TI ON5 OR PATIO COVERS, NOT 5UPPORT I N6 EDGE OF GLASS OR 5ANDW I GH PANELS, r14--15 - DRAW 1 M5 MIN - MINIMUM u OVER SCALED DIMENSIONS. THE -F OTAL LOAD DEFLECTION SHALL NOT EXCEED L /60. FOR CONTINUOUS ALUMINUM DIM - DIMEN510N MIR - MIRROR T`5 - TREADS (6) NOTED D I MENS I ONS TAKE PRECEDENCE STRUCTURAL MEMBERS 5UPPORTI N61 EDGE OF 6LA55, THE TOTAL LOAD DEFLECTION M150 - M I SCELL.ANEOUS (TYP) - TYPICAL PREPARATION OF THESE D12AWIN65. SHALL NOT EXCEED L/175 FOR EACH 6LA55 LITE OF L160 FOR THE ENTIRE LENGTH OF THE ELEC - �LECTRIG T46 - TONGUE 4 GROOVE Z (7) SUBSURFACE 501L COND I TI ONS INFORMATION WAS NOT AVAILABLE PRIOR TO THE PREPARATION I T I CONTRACTOR N AND FOOTINGS ARE DESIGNED FDR A 2000 PSF 501L BEARING �, WHICHEVER 15 MORE STRINGENT. FOR SAND.�IIGH PANELS USED IN ROOFS OR WALLS EXP - EXPANSION N - NORTH Cn o THE FOUNDATION OF SUNROOM ADDITIONS OR PATIO COVER, THE TOTAL LOAD DEFLECTION SHALL NOT EXT - EXTERIOR NTS - NOT TO SCALE VLT - VAULT 0 � SHALL VERIFY AND REPORT ANY DISCREPANCIES PRIOR TO PLACEMENT OF FOOT I N65. EXCEED L/120. NO - NUMBER I � � o F-�-H v. DEFLECTION FOR EXTERIOR WALL WITH INTERIOR 6YP5UM BOARD FIN15H SHALL BE LIMITED FT C) - FOOT W/ - WITH I O TO AN ALLOWABLE DEFLECTION OF H/180. F6 - i=1XFD 6LA55 OPN6 - OFENING W/O - WITHOUT --- E. REFER TO SECTION R705.7,2. FIN - FINISH DA - OVER-ALL �. ti .. - . - FL - FI OOR DHD - OVERHEAD DOOR �' ,. --------------- - _ 0-1 - IST - F,;:5T o/ - OVER m 0 8311.3 LAND I N65 AT DOORS. A FLUOR - Fi.t10RESGENT OPT - OPTIONAL `�W,� SEGTIC'N M1505 -- - - to THERE SHALL BE A FLOOR OR LANDING ON EACH SIDE OF EACH EXTERIOR DOOR. I FT6 T FriO'TIN�a APPLIANCE ACCESS i EXCEPTION: WHERE A STAIRWAY OF TWO OR FEWER RISERS 15 LOCATED ON THE r . �. FOUND - FOUNDATION EXTERIOR 51DE OF A DOOR, A LANDING 15 NOT REQUIRED FOR THE EXTEIR;OR SIDE 8312.1 GUARDS WHERE REOUIRED. -. 11 ASN INSPECTION SERVICE REPAIR AND REPLACEMENT. OF THE DOOR. &JAR.0B SHALL BE LOCATED ALONG OPEN-51DED WALKING SURFACES, INCLUDING STAIRS, GYP - (!5y'5UM x W MI305.1 APPLIANCE AGGE55 FOR I NSPLG 'AT1=D M�'�.E THAN 50 I Nr -? � � - pi � ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR AND REPLAGEMI=NT WITHOUT REMOVING PERMANENT -� FLOOR OR LANDII`!5 AT EXTER!Or _ CORS REC'Y'+RED BY SE�'TION 8311.2 SHAL_ ",MP5 AND LANDINGS, THAT ARF !_. HE5 (76.. mrn) MFA51 RED - .. APPL I ANCES SHALL BE AG - --- ---- ---- ------------- "E BEiNt� INSPEL,�TEL, NOT BE REQUIRED TO COMPLY WITH THIS REQUIREMENT BUT SHALL HAVE A R15E NO VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36 INCHES (41!4 mm) -�� GUNS i"RUCC'i I ON, G I I-rEk Af'PL I ANGES, OR AN'r- G`THER PIPING OR PUC`i-5 N0 i" CCS" NEG"FED J THE Ar'r'L i ANc,j SERV IGEL', REPAIRED OS REPLACED A LEVEL WORKING SPACE AT LEAST 30 INCHES DEEP AW 30 ',INC IES WIDE (`762 mm B`' 762 mm) I GREATER THAN PERMITTED IN SECTION 311.7.4. HORIZONTALLY TD THE EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT BE CONSIDERED x SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. ,N5TALLATION OF ROOM HEATERS SHALL AS A GUARD• BE PERMITTED WITH AT LEAST AN IS-INCH (457 mm) WORKING SPACE. A PLATFORM SHALL NOT BE REQUi FOR ROOM HEATERS. THE WIDTH OF EACH LANDING SHALL ND BE LE55 THAN THE DOOR SERVED. - EVERY LANDING SHALL HAVE A MINIMUM DIMENSION OF 36 INCHES (914 MM) MEASURED IN THE DIRECTION OF TRAVE .. R312.2 HEIGHT. M 1305.1.E APPL I ANGES IN ROOMS. APPLIANCES INSTALLED IN A COMPARTMENT, ALCOVE, BASEMENT OR SIMILAR SPACE SHALL BE ACCESSED BY AN OPENI�d6 OR REQUIRED GUARDS AT OPEN-SIDED WALKING SURFACES, INCLUDING STAIRS, POiZGHEB, -----z---- -- DOOR AND AN UNOBSTRUCTED PASSAGEWAY MEA5URINv NOT LESS THAN 24 INCHES (610 mm) WIDE AND LAR.6E ENOUGH TO ALLOW R 311.2 E6RE5: DOOR BALCONIES OR LANDINGS, SHALL BE NOT LE55 THAN 36 INCHES (4114 mm) HIGH MEASURED LESS AT LEAST ONE EGRESS DOOR SHALL BE PROVIDED FOR EACH DWELLIN6 UNIT. VERTICALLY ABOVE THE ADJACENT WALKING SURFACE, ADJACENT FIXED SEATING 4R WALL SECTION NUMBER REMOVAL OF THE LARGEST APPLIANCE IN THE SPACE, PROVIDED THAT A LEVEL SERVICE SPACE OF NOT l:ES.� THAN 30 INCHES (762 THE ECRES5 DOOR SHALL BE SIDE-HI - , AND SHALL PROVIDE A MINIMUM CLEAR 1 1 ril!�� mm) DEEP AND THE HEIGHT OF THE APPLIANCE, BUT NOT LESS THAN 30 INCHES (762 mm), AT THE FRONT OR SERVICE � WIDTH OF 32 INCHES (813 mm) WHEN ME CURED BETWEEN THE FACE OF THE DOOR THE LINE GONNEGTIN6 THE LEADING ED6E5 OF THE TREADS. - TOP WITH THE DOOR OPEN 90 DECREES (1.57 rod). THE MINIMUM CLEAR EXCEPTIONS: �_ DIR.ECTION THAT THE �' ,r!; I;f f5 0 15 SIDE OF THE APPL I ANGE WITH THE DOOR OPEN. .-....._.., AND THE STOP, HEIGHT OF THE DOOR OPENI'�l6 SHALL TBE LESS THAN 78 INCHES (1981 mm) IN I. THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF A STAIR, FORMED BY THE RISER, NALL5ECTION All SECTION I5 TAKEN I TREAD AND BOTTOM RAIL OF A GUARD, SHALL NOT ALLOW PA55A&E OF A SPHERE 6 INCHES �'' M1305.1.3 APPLIANCES IN ATTICS. ATTICS CONTAININ6 APPLIANCES SHALL BE PROVIDED WITH AN OPENING AND A CLEAR AND HEIGHT MEASURED FROM THE TOP OFTHE= THRESHOLD TO THE BOTTOM SOF THE STOP. `� OTHER DOORS SHALL NOT BE REQUIRED TO COMPLY WITH THESE MINIMUM DIMEN510N5. (153 mm) IN CIAMETER. SHEET NUMBER ON NHICH UNOBSTRUCTED PA55AGEWAY LARGE ENOUGH TO ALLOW REMOVAL OF THE LARGEST APPLIANCE, BUT i'40G,L.ESS THAN 30 INCHES ECRE55 DOORS SHALL BE READILY NABLE FROM INSIDE THE DWELLING WITHOUT THE 2. GUARDS ON THE OPEN SIDES OF STAIRS SHALL NOT HAVE OPENINGS WHICH ALLOW THE SECTION 15 DRAWN �, (762 mm) HIGH AND 22 INCHES (5541 mm) WIDE AND NOT MORE THAN 6 FEET (18241 MM) LONG MEA5URED_,ALON6 THE CENTERLINE OF USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. PA55AGE OF A SPHERE 4 3/8 INCHES (111 mm) IN DIAMETER. i T PASSAGEWAY FROM THE OPENING TO THE APPLIANCE. THE PA5SA6EWAY SHALL HAVE CONTINUOUS`5000 FLOORING IN ACCORDANCE WITH CHAPTER 5 NOT LESS THAN 24 INCHES (610 mm) WIDE. A LEVEL SERVICE SPACE,A i" LEAST 30 INCHES (762 mm) EXCEPTION: BUILDINC75 THAT ARE 400 ARE FEET OF LESS AND ARE INTENDED FO'R DEEP AND 30 INCHES (`762 mm) WIDE SHALL BE PRESENT ALONG ALL SIDES OF THE APPLIANCE WHERE-AES5 15 REQUIRED. THE USE IN CONJUNCTION WITH ONE- AND -FAMILY RESIDENCES ARE NOT SUBJECT TO THE 8301.5 LIVE LOAD. CLEAR AGGE55 OPENING DIMENSIONS SHALL BE A MINIMUM OF 20 INCHES BY 30 INCHES (508 mm BY-762,Z mm), AND LARGE ENOUGH , A Q DOOR HEIGHT AND WIDTH REQUIREMEN OF THIS GODS. THE MINIMUM UNIFORMLY DISTRIBUTED LIVE LOAD SHALL BE AS PROVIDED IN TABLE 8301.5 . A i TO ALLOW REMOVAL OF THE LARGEST APPLIANCE. i 71 -111 R311.'i7 HANDRAILS. All HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN TABLE �I CROSS-SECTION LETTER EXCEPTION: THE PASSAGEWAY AND LEVEL SERVICE SPACE ARE NOT REQUIRED WHERE OF TREAD' OR FLIGHT WITH FOUR OR MORE RISERS. CAN BE SERVICED AND REMOVED THROUGH THE REQUIRED OPENING. I HEIGHT M I I MUM UN IDiZMI..Y I715TR1 BUTD L.I V LOADS DIRECTION THAT THE THE APPLIANCE8311.7 HANDRAIL HEIGHT, MEASURED VERTICAL Y FROM THE SLOPED PLANE ADJOINING (111 POUNDS E'ER 5 U,arRODT) G .o "' "' GT o SECTION IS TAKEN THE TREAD N051N6, OR FIN15H SURFACE OF RAMP SLOPE,SHALL BE NOT LESS THAN o _t� P,g.- 4 MM AND NOT MORE THAN 38 INCHES 0165 MM). USE LIVE LOAD - SHEET NUMBER ON WHICH cQ MI305.1.3.1 ELECTRICAL REQUIREMENT5. A LUMINAIRE CONTROLLED BY A SWITCH LOCATED AT THE REQUIRED �SACEWr4Y 34 INCHES (86 ) OP ENING AND A RECEPTACLE OUTLET SHALL BE INSTALLED AT DR NEAR THE APPLIAco x NCE LOCATION IN ACCORDANCE WITH EXCEPTIONS: ATTICS WITHOUT STORAGE - 10 � THE SECTION IS DRAWN I 1. THE USE OF A VOLUTE,TURNOUT OR 5 ARTIN6 EASING SHALL BE ALLOWED OVER THE ATTICS WITH LIMITED 5TORAGE B 6 20 .0 CHAPTER 34. THE LOWEST TREAD. HABITABLE ATTICS AND ATTICS SERVED -- d ��• - All � �b 0 g 0 y 2. WHEN HANDRAIL FITTINGS OR BENDI 55 ARE USED TD PROVIDE CONTINUOUS TRANSITION o WITH FIXED STAIRS 30 ...._ I c� ,,,r� � � M1305.1.3.2 AIR-HANDLING UNITS. BETWEEN FLIGHTS, THE TRANSITION FROM 1 HANDRAIL TO 6UARDR►41L,OR USED AT THE START BALCONIES (EXTERIOR) AND DECKS (E 4045 OR A FLIGHT,THE HANDRAIL HE16HT AT THE FITTIN65 OR BENDINGS SHALL BE PERMITTED 0 k _� 40 �,` AIR-HANDLING UNITS SHALL BE ALLOWED IN ATTICS IF THE FOLLQININE NQITIONS A ET: FIRE ESCAPES ACCESS. TO EXCEED THE MAXIMUM HEIGHT. - w to MM of ,�N ATTIC GUARDRAILS AND HANDRAILS D 20o H 1. THE SERVICE PANEL OF THE EQUIPMENT 15 LOCATED WITHIN 6 FEET 1621 ) IN, 6UASDRAi L5 I N-FILL COMPONENTS F) 50 H 2. A DEVICE 15 INSTALLED TO ALERT THE OWNER OR SHUT THE UNIT DOWN WHEN THE CONDENSATION MRAIN N I S NOT WORKING 8311.77.2 CONTINUITY. PROPERLY. HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE PASSENGER VEHICLE GARAGES _ rF'N� DETAIL NUMBER I �,as 0 3. THE ATTIC AGGE55 OPENING 15 OF SUFFICIENTSIZE TO REPLACE THE AIR HANDLER. I FLIGHT,FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT ROOMS OTHER THAN SLEEPING ROOMS DETAILS'3c I I SHEET NUMBER ON WHICH I . 4° DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL '3E N& ROOMS - 4. A NOTICE 15 POSTED ON THE ELECTRIC SERVICE PANEL INDICATING TO THE HOMEOWNER THAT THE AIR HANDLER 15 LOCATED RETURNED OR SHALL TERMINATE IN 1 POSTS OR SAFETY TERMINALS. 5TA1 R5 40 G THE DETAIL 15 DRANN c.a 9 I N THE ATT I G. 5A i D NOTICE SHALL BE I N ALL GAP I TALS, I N 16 POINT TYPE, WITH THE TITLE AND F I RST PARAGRAPH I N BOLD: HANvRA I LS ADJACENT TD A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1 1/2 INCH 03 0 (38 MM) BETpEEN THE WALL AND THE HANDRAILS. � NOTICE TO HOMEOWNER �.. EXCEPTIONS: 5 LOCATED IN THE ATTIC. FOR PROPER, EFFICIENT, AND ECONOMIC _ _ � w I. HANDRAILS SHALL BE PERMITTED •D BE INTERRUPTED BY A NEWEL POST AT ;<� APART OF YOUR AIR GONDITIONIN6 SYSTEM, THE AIR HANDLER, I L _ THE AIR GONDITIONIN6 SYSTEM, YOU MUST ENSURE THAT REGULAR MAINTENANCE 15 PERFORMED. YOUR AIR FOR 51: I POUND PER SQUARE FOOT - 0.04741 kPa, I SQUARE INCH b45 MM 2 , DIRECTION THAT THE OPERATION OF THE TURN. I POUND = 4.45 N. ELEVATION 15 TAKEN CONDITIDNIN6 SYSTEM 15 EQUIPPED WITH ONE OR BOTH OF THE FOLLOWING: 2. THE USE OF A VOLUTE,TURNOUT, 5 ARTIN6 EASING OR STARTING NEY�EL SHALL � ' 4 BE ALLOWED OVER THE LOWEST TREAV A. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPDSTIN6 A 21000-POUND LOAD 15 NOT WORKING Y OR APPLIED OVER A 20-5G2UARE-INCH AREA. ELEVATION NUMBER I 1) A DEVICE THAT WILL ALERT YOU WHEN THE CONDENSATION DRAIN831177.3 GRIP SIZE B. ATTICS WITHOUT 5TORAC5E ARE TH05E WHERE THE MAXIMUM CLEAR HEI 644T BETWEEN t I TENTIAL DAMAGE TO I. TYPE I. HANDRAIL5 WITH CIRCULAR G SECTIONS SHALL HAVE AN OUTSIDE J015T5 AND RAFTERS 15 LE55 THAN 42 INCHES, OR WHERE THERE ARE NOT TWD OR MORE ELEVAT1 e 5 SHEET NUMBER ON WHICH 2) A MENACE THAT WILL SHUT THE SYSTEM DD WHEN THE CONDENSATION DRAIN 15 NOT WORKI N6. TO LIMIT PO TH T YOU ENSURE PROPER WORKING ORDER OF THESE DIAMETER OF QT LEAST I I/4" fNGHE5 (32 mm) AND NOT 6RE,4TER THAN 2" INCHES (51 mm). ADJACENT TRUSSES WITH THE SAME WEB GONFICURATION CAPABLE OF CONTAINING A RECTANGLE All THE ELEVATION 15 DRAWN YOUR HOME, AND TO AVOID D158UPTION OF E, IT 15 RECOMMENDED A IF THE HANDRAIL IS NOT CIRCULAR IT ALL HAVE A PERIMETER THAN " I OF AT 42 INCHES HIGH BY 2 FEET WIDE, OR GREATER, LOCATED WITHIN THE PLANE OF THE TRUSS. 1 DEVICES BEFORE EACH 5EA5,9N OF PEAK OPE LEAST 4" INCHES (Io2 mm) AND NOT 'ATER THAN 6 1/4" INCHES (160 mm) WITH A FOR A17I05 WITHOUT 5TORA6E, TH15 LIVE LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY MAXIMUM GROSS SECTION OF DIMENSION OF 2 1/4" INCHES (57 mm). ED6ES SHALL HAVE WITH ANY OTHER LIVE LOAD REQUIREMENT5. t>. A MINIMUM RADIUS OF O.OI INCH (025 n). G. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE M1305.1.4.1 GROUND CLEARANCE. ,, LOAD OR A 300-POUND CONCENTRATED LOAD ACTIN& OYER AN AREA OF 4 SQUARE EQUIPMENT AND APPLIANCES SUPPORTED FROM THE CROU1 SHALL 8E LEVEL AND FIRMLY SUPPOiD 0 ! GDNGBETE SLAB D MATERIAL EXTENDING NOT LE55 THAN 3 INCHES (76 mm) ABOVE THE ADJOINING x=,SUCH SUPPORT SHALL 2, TYPE 11. HANDRAILS WITH A PERIME GREATER THAN 6 1/4" INCHES (160 mm) SHALL INCHES, WHICHEVER PRODUCES THE GREATER STRE55ES. OR OTHER APPROVE HAVE A GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF PROFILE. THE FINGER D. A 51NCLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE /,,�� ' IONS. APPLIANCES 5USPEN?,Er1.'" . FLOOR SHALL i BE61N WITHIN A P15T E OF 3/4" INCH (19 mm) MEASURED VERTICALLY �jON ,,,,„�„ Iin./I �T TOP OF SLAB = D'_D11 BE i N ACCORDANCE KITH THE MANUFACTURERS INSTALLATION INSTRUCT RECESS SHALL HAVE A CLEARANCE OF NOT LESS THAN 6 INCHES (152 mm) FROM THE GROUND. `,r FROM THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF AT LEAST 5/16" TOP. EXCEPTION: ON CHANCEOUTS OR NEW INSTALLATIONS OF EXISTING BUILDINC75 WHERE EQUIPMENT 15 REFI GED THAT HAS A SUPPORT INCH (8 mm) WITHIN 7/8" INCH (22 mm) BELOW THE WIDEST PORTION OF THE PROFILE. THI5 E. SEE 5ECTION 8502.1.4 FOR DECKS ATTACHED TO EXTERIOR WALLS. REQUIRED DEPTH SHALL CONTINUE FOR T LEAST 3/8" INCH (ID mm) TO A LEVEL THAT 15 F. GUARD IN-FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL `� PLATFORM APPROVED UNDER A PREVIOUS CODE. NOT LE55 THAN 1 3/4" INCHES(45 mm) 1.OW THE TALLEST PORTION OF THE PROFILE. THE I FILLERS SHALL BE DES I ONED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF MINIMUM WIDTH OF THE HANDRAIL ABO E THE RECESS SHALL BE 1 1/4" INCHES (32 mm) 50 POUNDS ON AN AREA EQUAL TO 15QUARE FOOT. TH15 LOAD NEED NOT BE A55UMED TO --- --------------- - .-,----- ------------------------ - --- 1.4.3E ELECTRICAL SEQUIi;:EMENTB. _ TO A MAXIMUM OF 2 3/4" INCHES (`7omm . EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 M1305. L ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENT. � .v-, ' INCHES (0.25 mm). ~� A LUMINAIRE CONTROLLED BY A 5WITCH LOCATED AT THE REQUIRED PA5SACEWAY OPENIN5 AtiO A F;CC,EPTAGLE OUTLET SHALL BE i 1 1/2" MIN. G. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED WITH TRUSSES, TH15 LIVE LOAD c111 INSTALLED AT OR NEAR THE APPLIANCE LOCATION IN ACCORDANCE N" CHANTER 341• OPTIONAL �I NDfiZ I S GTIONS NEED BE APPLIED ONLY TO TH05E PORTIONS OF THE BOTTOM CHORD WHERE THERE ARE _ - TWO OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION CAPABLE OF - =�' M13O7.2 ANCHORAGE OF APPLIANCES. I GDNTAi NI N6 A RECTANGLE 42 INCHES HIGH OR GREATER BY 2 FEET WIDE OR GREATER, Wind bpeed Zones I ; ALL ADPL I ANGES DESIGNED TO BE FIXED IN P051 T I ON SHALL BE FASTENED OR ANGE IN LOCATED WITHIN THE PLANE OF THE TRU55. THE RECTANGLE SHALL FIT BETWEEN THE TDP _ il y E AT PO I NT5 WITHIN THE UPPER ONE-THIRD ! OF THE BOTTOM CHORD AND THE BOTTOM OF ANY OTHER TRUSS MEMBER, PROVIDED THAT AN APPROVED MANNER. STRAPPING SHALL B i AND LOWER ONE-THIRD OF THE APPLIANCE'S VERTICAL DIMENSIONS. AT THE LOWER POINT, i EACH OF THE FOLLOWING CRITERIA 15 MET. � J` THE STRAPPING SHALL MAINTAIN A MINIMUM DISTANCE OF 4 INCHES (102mm) ABOVE THE CONTROLS. 1 1/211 Mme' L 'THE ATTIC AREA I5 ACCESSIBLE BY A PULL-DOWN STAIRWAY OR FRAMED OPENING ,, r! �- u I N ACCORDANCE WITH SECTION R 807.1. . � z c i 2. THE TRUSS HAS A BOTTOM CHORD PITCH LESS THAN 2:12. # sr M1307.2.1 WIND RESISTANCE. 3. REQUIRED INSULATION DEPTH IS LESS THAN THE BOTTOM CHORD MEMBER DEPTH. : MECHANICAL EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO WIND SHALL BE _ ___._- -- __ 1 . _ THE WIND PRESSURES ON THE EQUIPMENT AND THE THE BOTTOM CHORDS OF TRUSSES MEETI N6 THE ABOVE GRI TE81 A FOR LIMITED STORAGE + AND INSTALLED TO RESIST - _ ,t µY �, DESIGNED FLORIDABU I LD I N6 CODE BUILDING. - -- SHALL BE DESIGNED 1=08 THE GREATER OF THE ACTUAL I MFOSED DEAD LOAD OR IO psf, � t"TU _.TER . f , ,. t r SUPPORTS AS DETERMINED IN ACCORDANCE WITH THE _----_ UNIFORMLY DISTRIBUTED OVER THE ENTIRE SPAN. � '' ' F �. �----------- - R302.11 FIREBLOCKIN6. #} . _ �; ., t. P4 IN COMBUSTIBLE GONSTRUGTION FI =BLOCKING SHALL BE PROVIDED TO GUT OFF ALL w x H. 6LAZ I NG USED I N HANDRAIL ASSEMBLIES E5 AND GUARDS SHALL BE DESIGNED WI TH A ` 1 t ,� CONGEALED DRAFT OPEN �BO 4 VERTICAL AND HORIZONTAL) ANL' TO FORM AN � 1 � 1 I � � �f �� , t ` d, : E r 1,, y a v FFECTIVE FIRE BARRIER BE .EN STORIES, AND BETWEEN THE TOP STORY AND } SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE CONCENTRATED I �5, '` ars w x 1po�� i b - �S �? ty.... Mi601.4.1.3 SPACE +{� PROVIDED.DED. AN LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE I N-FILL COMPONENTS. ' '`' I I '' I I �" IN Off'. µ_. OD-FRAME CONSTRUCTION ffff SUFFICIENT 5PAGE SHALL BE PROV DED ADJACENT TO ALL MECHANICAL I GAL COMPONENTS LOCATED THE ROOF 5PAGE. F I REBLOGKI N6 ALL BE PROVIDED I N WO THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE ANOTHER, AND LOADS ARE - -� � M�} h R: i GONSTRU!"�TiC7( . 1-0RMING A PART OF THE AIR DISTRIBU TION SYSTEM TO ASSURE ADEQUATE AGGE55 F® () IN THE FOLLOWING LOCATIONS. i az r VV: - C, A55U1�1ED NOT TO OGGUR WITH ANY OTHER LIVE LOAD. �- NT5 OF SECTION M1601.4; (2) iNSPEGTION; AND !, IN CONGEALED SPACES OF 5 D WALLS AND PARTITIONS, INGLUDII O FURRED HE REQUIREME t ,. I> AND SEAL I NC I N ACCORDANCE WIT. _ t k� E. A41"iNIMUM OF 4 INCHES (102 mm) 15 CONSIDERED SUFFICIENT SPACE SPACES AND PARALLEL ROW5 OF TUDS OR 5TAG6ERED STUDS, AS FOLLOWS: _ E (3) GLEANING AND MAINTENANC .11I i,E. /� 5 "is Ei°'"'�.41-- p6 AROUND AIR HANDL INC UNITS. I.I. VERTICALLY AT THE GE I L I NG NND FLOOR LEVELS. 4 , (PON), I R REPLACE UNITS NOT PART OF A RENOVATION. EDIN6 10 FEET 3048 MM). ` f #11 I '�"f EXCEPTION: RETROFIT O 1.2. HORIZONTALLY AT INTERVAL 3 NOT EXGE ( ' 4 ��4 2. AT ALL INTERCONNECTIONS B :TWEE N CONGEALED VERTICAL AND HORIZONTAL d� I �' AFT'ROX. 1: 5ii` LuGA ZION a :s a Jai t`` 8 f { 1 .. .. �,e , .> ,:., p /'1�/1 1 4../^ ...�;.:. �' it / i ,..� ITI • - __.- _---_____.-_ .. __.._- -__--_.----_- i-G, 1- VEiL11"4vr✓ r'�1 L/�./`Yi �Ii._fa_il'i�./✓. .. .. 5PAGE✓ SUCH A5 OCCUR AT SOFFlT�, DRO I IN ci A TH>^ TnP R/1 >t : .i.' T R T . . : pp ED SPACES BET .EN _. .�. . .. .. > *�ti ;:. . 3. N CONGEAL z # t a , -_..:u.s.-r ow.+.....__.__4za_ _...x - - , _ , ^^ u `.:'t :..: j. :`. -\„1\� - -- -. Y WITH SEGTICN 8302.7. --� ENCLOSED 5PAGE 5 UNDER STAIRS SHALL COMPLY ;E. , . - ,, -- A�" E RUN. E L ,.t aai. d.�. - {,�..: s £ i •..tet:,.n' �.;-.- ..... .. ., :.:::�t"'C 44�:� �..�.,... > 1 Y1. (U THESE PLANS ARE DESIGNED TO BE IN GOMPL I ANGE WITH THE : :: 5 DUCTS GABLES AND W!RE5 A, GEILIN6 AND AROUND VENTS PIPE , 11�v5 T OPENIN65 , 11 ,: . . a,:,1.. INDEX � �-----•� __ � STANDARDS ESTABLISHED IN THE 20lD FLORIDA BUILDING -...-:> THE FREE PA55A6E OF FLAME : - __ 1; OS LEVEL, WITH AN APPROVED MATERIAL TO RESIST GN - * . , FLO L , - CODE RESIDENTIAL, SECTION 8301 OR AN ENGINEERED DESI ' '" ' _ - � PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL AND w:. X. IN y �. a' PER 8301.1.3k � s _. _. (Al) COVER SHEET LL M :reµ '' ¢' .-:;:. NOT $E REG�J I RED TO MEET THE AS E 136 REQUIREMENTS. :: I , NE DEBRIS REGION. a.; . .. < , ARCHITECTURAL SITE PLAN " , 2 THE BUIEDIN6 I5 LOCATED IN THE WIND BOR ,,, A2 AR fIMNEYS AND FIREPLACES SEE SECTION 81003.11. O #_ F �.,:` 1. t ( ) 5. FOR THE F I REBLOGK i N6 OF G >: .. _.# 4 ;:,� �r1 - ; 111. A3 ELEVATIONS KING OF CORNICES OF ATWO-FAMILY DWELLING 15 REQUIRED AT THE THE DESIGN SHALL INCORPORATE IMPACT 6LA55, ENGINEERED ,, �, /'+ (A5) 6. F I REBLOG STORED PLYWOOD SHUTTERS : .: °` (A4) ELEVATIONS GR055 SECTIONS - LINE OF DWELLING UNIT SEPARATIO . SHUTTERS, OR LABELED, 51 TE , (A5) FLOOR PLANSo . WITH PERMANENT, STRUCTURE AFFIXED, HARDWARE. f 5 > I (,4h) FOUNDATION PLAN 8302.12 VRAFTSTOPPING. IN GO )STIBLE CONSTRUCTION WHERE (3) THE MAIN WIND FORGE RE515TING SYSTEMS ARE DE516NED 'r1 I '1.I. '' 'A7 ROOF PLAN i1. ( ) I USABLE SPACE BOTH AN VE AND BELOW THE CONGEALED SPACE 11 11 -- I �� THERE 5 THE U TIMATE GTU VR4"INC75 TO WITHSTAND THE WIND LOADS ASSOG I ATED WITH L -'' : ,1 ,(AS) WALL SEG1 .TIONS ------------ - ARZH1RALI INC ASSEMBLY .AFT5TOP5 SHALL BE INSTALLED SO THAT AQ WALL SECTIONS THE AREA OF THE CONGEALED SPACE DOES NOT EXCEED 1,000 SQUARE DESIGN WIND SPEEDS PER SECTION 3D1.2.1.3. '� " ' � `` ___ , °� I ( ) FEET (92.41 m2). DRAFTSTOPPIN6 ALL DIVIDE THE CONGEALED SPACE (A 10) FLASHING DETAILS INTO APPROXI MATELY EQUAL AREAS. WHERE THE ASSEMBLY I S (4) THE BUILDING CATEGORY SHALL BE (I I) A5 PER ASCE 7-10, ix . +s -� ` fi (ANI) WINDOW $ DOOR FLASHING ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A GEILIN6 MEMBRANE _ TAir3LE 1-i. s (A 12) STUCCO DETAILS BELOW, DSAFSTOPP I N6 SHALL BE V I DED I N FLDOR/GE I L I NC I (5) THE BUILDING SHALL HAVE A WIND EXPOSURE CATEGORY �- (AI5) ELECTRICAL PLANS ASSEMBLIES I E5 UNDER THE FOLLOWING GI RGUMSTANGEB: A5 DETERMINED BY THE ENGINEER'S FIELD SURVEY of THE PROPERTY 4.�X: . �' ---- 1. GEILIN6 15 SUSPENDED UNDER THE` FLOOR FRAMING. (6) THE BUILD INC SHALL HAVE AN INTERNAL PRESSURE COEFFICIENT -- q) V_ -: _ 2. FLOOR FRAMING 15 CONSTRUCTED OF TRU55-TYPE OPEN-WEB OR , I IN ACCORDANCE WITH THE FLORIDA BUILDING COVE, RESIDENTIAL, - `"` .._:.:... - ,rl'y,j ,a sdJ:'iI ,,' ftimmatmwib�f (\^\J ��1 Lu IPERFORATED MEMBER, i 1=D8 A FULLY ENCLOSED BUiLi��NG. - _ �, � 5TRUCoTURAL 'DF?4j"1N&5 �� ----- - ------- (1 HE O OMFONENTS A� G I ADM i�,i i- H��/E 5E 0 -___----------- ----- ANY AND ALL ENOINEERI DRZANINGS TAKE k N5 BY OTHERS ) T.._ �. _ . _ .� y 2 53 54 PLA fl -. >rya > (51, 5 ) RAR GH TEG T(JR AL DRAhl1 N65. y _ , 'OND _ �.a .�... ...�,�., � PRECEDENCE OVER 1111 5 ��>�,.,., > ,.,� .,_.. V+�ltr Iwdp � s(w��r 1st >.wt:•(..w... SPEC I F I GAT I ONS, I N ACCORDANCE WITH TABLE 8301.2(2) OF THE . OL , ,, ,,..k FLORIDA BUILDING GORE, RESIDENTIAL. APPLY THE L___.__._________,___ ,. -.. --..-pww_ _ __ _ - __ (3 ki) v APPROPRIATE HEIGHT AND EXP05URE COEFF I GI ENT FROM TABLE R301.2(3). T--:. _ ___ (8) 6ARA6E DOOR5 ARE TO MEET DE51CN PRE55URE5 BASED ON 0- 0 =11 � THE FLORIDA BUILDING GORE AND (A50E 7-10) EXPOSURE CATE60RY. .- T TAJ" 1�'I�DI.2.1.2 0 �AST��I� S ,I VL.� (1) SEE STRUGTURAI_ ENGINEERING SHEETS FOR DEVON COMPLIANCE FOR ST1 G !� A,Br,C> �_ Q► FIR01 ir'_T10 OF Of V41 IN Tf-EH � T �- -------- _ _ - M < ■ FASTENER TYPE I PANS SPAN 4 FOOT< 6 FOOT< kD 0 �• N PANE SPAN _ k S 4 FT'. PANEL SPA L � S 6 FOOT S 8 FOOT BUILDING SHALL BE DESIGNED AS FULLY ENCLOSED WITH THE USE OF EITHER "OPTION A" _-- - OR "OPTION B" SHUTTER SPEGIFIGATION5 (NOTED BELOW). OTHERWISE, WOOD STANT WINDOW5 AND DOORS, CERTIFIED TO MEET EITHER MIAMI-DARE REW-BAITH IMPACT RE51 16 10 8 OR THE STANDARDS ESTABL I SHED IN SECTION 8302 OF THE FLORIDA BUILDING CODE, �1GHDR WITH N&TH RESIDENTIAL. L�tBEDNENT LENGTH #IF1/IEWED FOR CODE COMPLIANCE "ifD WOOD 9C8EW-BASED CITY OF ATLANTIC BEACH A14CHOR WITH 2-INCH 1 16 12 1 EE PERMITS FOR ADDiTIONAL SHUTIM �I�IGATI EMBEDMENT LENCsTH i EC>:UIREMEAtTS AND CONDITIONS OPTION A V4 LACE SS OF �/ib" (11.1 mm) AND A MAXIMUM I $CREW-5ASED I DRAHIht BY: REVIEWED 81� SATE: �`� 5`l� '�;B6/DH WOOD STRUCTURAL PANELS WiTH A MINIMUM TI-IiCKNE ! SPAN OF 8 FEET (2438 mm)SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- ANCI-AOR WITH 2-INCL I 16 16 16 TH ��•�� BY: AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT SO THAT THEY SHALL BE EMBEDMENTLENCs ATTACHED TO THE FRAmINCj SURROLNp1NC% THE DPEN1NCrt CONTAINING THE PRODUCT 51: I INCH = 25.4 mm, I FOOT = 304.8 mm., I POUi� s 4.446 N, I MILE PER HOUR = 0.447 m/ WiTH THE GLAZED OPENINGS. PANELS SHALL BE PIEDRILLED AS i MQUH�D FOR THE Yt11, !OFFICE 661py ANCHORAGE METHOD, AND ALL REQUIRED HARDWARE SHALL BE PROVIDED. A. THIS TABLE 15 BASED ON V(ASD), AS DE IN ACCORDANCE WITH PERMANENT CORROSION RESISTANT ATTACHMENT HARDWARE WITH ANCHORS .1. OF 130 AND A 33-FOOT MEAN ROOF HEIGHT. 12 3 a._� ,_� �� .�. . � 3 28 PERMANENTLY INSTALLED ON THE BUILDING SHALL BE PROVIDED AND DESIGNED TO SECTION FASTENEIZ� SHALL BE INSTALLED AT OPPOSING EN05 OF THE WOOD RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH STRUGT,URAL PANEL. FA5TEN R5 SHALL BE LOCATED A MINIMUM OF I INCHI CLUB CODE, BUILDING. ATTACHMENT IN 10 A(wH COU � SCALE: „_ , THE PROVISIONS OF THE FLORIDA BUILDiW_% D 11/4 I CORROSION RESISTANT FROM THE EDGE OF THE PANEL. ACCORDANCE WITH TABLE 83012.12 WITH PERMANENT CORK G. ANCHO85 SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERINGf:'LAT oK ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE WITH EMBI�MENT LENGTH O- 2 INCHES MINIMUM INTO THE BUILDING FRAME. P E5 I 56 k _` MAN OF I-IEICNT OF 45 FEET (10 @58 �`_ 3 �2 BUiLDiNCx IS PERMITTED FOR BUILDINGS WITH A E ROOF FASTENER, SHALL � LOCATED A MINIMUM OF 2 I!2 INCHES FROM THE EDGE mm) OR LESS WHERE WIND SPEEDS DO NOT EXCEED 14ID MILES PER HOUR (58 m/s� x vG� OF CONCRETE BLOCK OR CONCRETE. VREVISEPtf:LORIDA D. WHERE PANELS ARE ATTAC W TO MASONRY OR MASONZY/STUCGO, THEY GJ�� - STANT HAVING A L? cou ' 6 I SHALL BE ATTACHED USING VIBRATION RE51 F 1500 MINIMUM ULTIMATE WI CAPACITY O POUNDS. GO x'20 DY40 ND: CJ O o OPTION B 1w Ole APPROVED SHUTTERS CERTIFIED TO MEET EITHER MIAMI-DADE OR 5� F.B.C. Ii�AW.T,TE5TS. MAY BE ROLL DOWN, PANEL, ACCORDION Oil'OTHER APPROVED DEVON TYPE. OF S -- \ , �--�� --- --- ----- - � I a I i mwwREAR> LOT a Is g� w6w-or-KAY PROPrRn- r OF LOT = S.F. g LINE 9" r 1 •2 NNASE FOOTPRINT OF HOUSE = 51105 S.F. (IMPERVIOUS) A 2 AREA OF SEWIGE COURTS AND SCREEN WALLS = 5551m. I g 1 (IMPERVIOUS) I GENT'ERL.INE . i OF ROADWAY � �� • • DRIVEWAY AW WALK ('AVERS o/SUBSTRATA 1 A 100 I D/W APRON PERVIOUS, NOT I �s �� .a TO MEET4 INC, j. I $ �' APB 4 CITY _ I's Sgffi ��g� I STDs -_ TOTAL MOUS - 3,755 S.F. PGENTA6E GOVERA6E = 51.17 g9 g EXIST. GON574ZT g jula GRAVE caw ROo . W 6:I S.5. it 1; 61-011 EXIST 5VVAl.E FRONCf OP LOT Dm* IMM OF LOT DRAINS u TO ROADSIDE S ALE TO SW.ALE I I TNN 5TORY RE51DENOE 0 0 z MAIN FIN. FLOOR 7YP 1131' LOT 1NO 6 6 100 N.T.S. � � � o �---I FLEA. 1.10 I r- cQ r � co 14 @% TYPE 115II DRA INACE I REAR YARD SHALE '0 I 0 o .� . I „i \ � I v*-.Oct �a �- I � � rml I - x �� I a' �0 515052'55" H 120o00' o I E .. (-� � 11 r�---�- ---- /0 124 - --�- � -��- -�--- -� N----,---��-- r--� --� -------------,--,,--------�--,-",",,-.�"%"�, '�'---"_ -------" I� _�_ 0 1 II 5 / SILT BARRIER 1 .22 ------, I------,- I () -111 I -� -"� I ' - m z I rte- '�,� � I /�- I-—1-'.' ---- % :1 :-. ' 5 B.R.L" n n n n n n n n n n n I 11 n n n --------------------- - -i---- _- -::.......................... uu i,.......:.............:::::: a, % v:: _ •::::.�:::.�:::•::::::::::::::::• ::::::i:iii:::- iii:::::::::::: i:::i i:: :: ::�:i?:::::i::ii::-:•�:i•:: -ii i: :�:::!-:-: is:i:i:-:::�:i:v::::: : ':;:;:;'i:•:::iiii:i::::ii:v^:ri;:}:i.:.:; ::::ii:-:ii'ii::::i i:'�:'i::i::;: rI ... -- ' I is r Y I r0 `lJ/ _-_ _ I l I r I r ., :-;;: ... i:;: I c I _____ : _ _ ----------_ w - I i I 1 ::::::::::::::::.::::::: ::::. .:.::.:::.::.::: _____=______ ------ -----� I------ -- ---------- - , I a -�% r ....... .. f II I I ' I ____________ _ I ( %, -14 i 1 ... Q 11 I I I 1 I 11 i ------------� -� 1 I QORT-04 a I I �� i I II I I 1 II _ _ I I I \ I II oI ------ ] I � ... % »:: .:: iii: "> ----------- ] + s::: f I m r :.: .-. I I a I SILT BAMER t� 124 I I --------- --- I % .<:::. :::;;: m ::: f :: ---------- --------� G--------- ----------- <? _ -- ----� -� I �:d o :::. "//:.% I ::-: IDEf'�TRY I I ----------- ------ ...... is - ----------- I 4j I I ----------- - - -........... 1I b I kD I I 1------------- - ----- ------ W .. .. I I ----. = 0 =-� _� O I V2 v I ...;i;. b .. .. .. ' Cod.. .. i I - I �-, 1 d3 I mz � .... I .%.... :.... ::>: :<:: -------- .. I I ------------ -- --------- I I Q I 11 V-4 ::: I :..> -- ---------------- '> 111 cc :::. ::._:: IN :.::.::.::.:::.::.::.::. _. 1 - - - - 1 I - ------- I I ::<::: .� ----- -�-r- ----- - - -- -- rT ---- f ::::..:::.:.::::.: ----------- �t :.>:: -- ------ 1 0 �� ...., II 1 :: I I I I I I I .> ------ :::::::::::::::::::::::::::::::.:::::::::::.. a I ------------- .. - ----_-_____-- is iiiiii ::::.::::.:. .:::,.:::::i:::i:i:: ::::::: CH=50,45'I 1 1 1 1 1 1 ----- - II 0 I I I I I .w I I I I I I I I -� it0 pq I � i I I I I I , I I i _--_________J1 �-- I... ''I 1, .... ..."', IR=520.00' U3 . % J L .. -' ". % -------- ------------1 I I I -------------1 r .;.. .1 . ...... .%. � .�.-...- %-. % -1.... I I I I I I i E--------------------J I--------- -----------I I I I II I I I I '. I I I I I .:: } % � f I 1 I I I I I I I I I I I ••.'f I � I I I I f I I i 11 I I I I =___________�� 1 . - . . ". 1 �, I I I I I I I I I -1 I I �% i I I I I I I I 1 % > � f I ` .. I I I i I I I I I I I I I I I I `:::".: ��::..... - I - i -. I I I I I I I I __________- .� - - 1 \ ; t I I I I I I II I I I ---- I::::. ��- I �' 75'J . >>:. I I I I I _..... .-..._.............................. . . . "� I I ... .. .. ... ........_.__..............-..................-..........._.....................-........................ ....... .... 1 . ..................... - --- - - --- 0 i I lLANAI2-STOR)"' R I I I I I I I I I i t 1 1 -` C II I I I I I I I I I >: --I I % I'll _- 1I I I I I r--------------- 1 .---� I I I 1 _ _ . .. .. -1 ,. I... I. -.. ��% I I I i I I I - J K3 � . � I I-- .: L:-. I I I - --- I- - -- - - - - -- - .1 I .., . - I ... � . I I ", , -- - I I . ... .. .. '.�� I -I .:' - ..... ' -....... -...* . - �... - - - . . . ... . - .. I . . .- ......... 1. , . ..:. . :� : . F - I, . 1. ......,..................... _ 1. .......::!:::.:-- .1. �� - . I . . . .. , . 11 - . , � � . I 1. �� .. 1 . , . -- ---------------- --------- .% .. .. - ..1 . . ll . -...� - . .. 1. . - . --.----'.----*------ .. . . .- - .. � I I I ---------- -� -. . I .. .. % .. .- . . I .. � ..- I , . ,`1 I I � ,... �. . .1 . ., .. � � I) I I I -I I . .. . . -� .1 I. . . � .. .. .. 1, II 1 ... . . 1 1 . II I ----------- ---- ---------- ---- --- � � . :,: -.. I ... . , . �. - .. 1. .. . .. .. -... ..' ., ,, .. ... ... . .. q .... - .. - -...... . -I I .... * I I � . -.- -.......I.- _. fiI � I " .. ,. . . -- . ..... .. I .. �. ... 1,I 1. I - ' ,�---------. .......I-- . -- . ,. " .. - . �... � '-. . . � .. . .. ,. - , I �- .' ,. .. 1, e I � - . I.. , . -, �. I .--. . � . � - . .- - . . � . ,: - ,- �. . ... . '. . . . . I I. . .-. . � " � �- I I . �- , , - . .. .. . �. I . . . .. .. ,� . . 1. L _.......... . _:.. l . .. --- � � . .. � I I I I I I1. .' . � . ' - ' . . . . ,.. I -. I, -.. ... ..... �. - . .''. I , �.....-'- I 1 ** *'*- I .�- - � , - .� .. I %, .. , I ., . - .. � - -�� _ .... I - '., . , 11 * , ... . -... III . ., , � .. .' -'. ..- - , .. . ...' 1, .. I .. � I : 4 .. I * - . .� I �� - . , . , . ... .... - .. 1I . - 11 � . . . . . I ...- - :- ......-. . . ,. I . . % I. .. .. �� ., � , . .. , . . - � . . - � - . .1 ,�'. ..., ,,� "'. .'. I 'I., ..-. ,.,. .. .. .. �. .. .. .. ---1 .... . ... � .... I . I . � I I I I � , 11. 1t I . �. - ,�'. � . .... ... I -- .. - W-�. I - 1. - . � , I II t . :�� .. -1 1 . r .... .1 . . � . - . " ..: .1 .'. d :. ... - ::ii .i-.... .' ... . ... .. . .. .. , . I` I . v< I I --:1-- ....I I . . . . � - 1. I .. . --. , .. , , - . .. .. ..' I � I / - .. . .. ... I . .. ....� ;' � O 1 _... b �' - w . ... .- -. � . .. .. .. .. .. . .. I I I I I I I -1 . � i I I I I I I I I . I.- m-. - .....1-1-1. - ,. . . - �. .. ... � . .... . :;_ I . . , I , ` . .. is .... :: _ �. ' % . . 1 .. .- , I I . . 11 d. �' + 11 ..... -- . . Cp I I 1: ... rn .L� ,�, I... 1. - � .1, ... I. 1. � , : ".", .. ". ,. ... .- - -. . . 1 .. - - - . . . - .' , -1. . .. � . ......-............... - I III I ... .- I c I "I", :,�....%-.-.-.-.-.-.-.-.-.-.-.-.-,-.-.-.-.-.-..-.-.-.-.-.-.-...............�,..�..........�....::- _ 1. - . � �.. --- �- - � .. .. .' .. --, - C11 ; 1 I ... 1, . .. .. - , .1 . ----- . .............................. : ... .-- .- -1 . I 1 1 . .. � : . ...... ...... .I I .. ...... r ::::::::::..: _......11 ._........ ... . ...................... ........................... ...._........ .................. .. .... ..._ -.._. f I _ _-. �. . . , % . a. I I I I I _.I I : _�: • 1 1 ,. t : . 1 -%- 1 1 - o - ::::: _._ . :.: rt �.� - - - - .::. .. .. ... . . 11. ....>::::i:: I :. 1 w I I :: --.- 1 I iII :: .:.:> - - 1 .:.:.:.:.«: I I 1. .. :: . ..........................................:::::::::.: ...::.::::::.:::.:.:.... I l I 9 >::>:::::::. ° "::i::ii::>::>::i::i::i::iii: i:::::.::: ::::.::;.:::: :.i:..:.;:.;:.::;::;:: - t .. "I . ..'.. ..., I- , ..'. .. 1� L. .-, - L z ........................ ...... .. . ' .- %i$!iii��iiii�i�ilii ii .... (3 >:: ............... .... . ......... ......... ........................... _ _ 1. . .............. ... ... I ...:::. I Ill - ; a, 14 I e�0545 1 `i .................�.....�..... ,. -- -'..'...'._ .::: fi 1. ;;.; 1. 1 L. _ --. w -�.:......�. .. - t 0 1 . --- qp 1. II I . ! : % -� ., ---- ----- ---------- ---- :>:. i I I �. I- 1 ;. :: . . S�T55 1LL. ::: :.::: 1' 1 t ------ --------- PAS ' CH=(O,q ,- ' I L-------------- �� I.: aRIv AY a ' 4L. I. I - ---"�) + . I o ..: .--� II t I i I ,1 II r(;Z) - I I �. -' I -i __.....: % II GARAOES =>. t- F.. � � R=440DO I `'� ? I II II II 1 I C. � -L �. F I ;; i . II :.::< � � :::. _ I .- 1. . 1 w __ ..- _ _._ �- H L" .. l i ----- i ...................... . :. .........:::::::::::::.. :. ::. i � .% u n - ,. :.: 1:.. GAITI U 1 : : _ + ." M4 :::::: . �l .:.; II 1. :.:.:. ------- ::. .m- I x .. ii>::i::::i:::>:::<:ii::: I I - I >:: - - ----- I 1 ::::>:: . I i BALCONY A80VE .� 4 1. ........_..::::...::::.:::.:::::::.�:.�::::::::.. :.: .......:.......... ......:....................:......................... .. ............................................. ........................... ........... ........ .. .. :- :...-. . .: -- - 1 i :: % ; :.: .-%: I 1 ... ------� :::II I <... -_ I TT :;>: :...-:: - 1 ::>: 1 _ J .. .. + . { �::' 1 :: % :i.:.. :: , 1 1 .E :.;:: --- . + ► ::. t �, -_ --- - - f:::. I �r �b :: :: .::-. t i I" :> I1. ` :.:;: L. i ------ -- --- - - -- --- ------ ::: I. �- . I1. % i . .. - . . t . _ I I:: J % >:::; I >:i -. i:: - :::. / ::.: I I _� II1. I I II 1 . I ;: :: .:. - ` - . yN 1:' 1 / � - iL - - I 1. k .... . -- 1 .:I II + t. ::: I 1.. : ... .. :.. t. :: .... w 1, I V<' :. . 1. ::::<. - ::: . ;.::::..i:.::.:i:::i:::::::: :::::::::::::::. ........ ...::......:: :::: - _ __- i I I >::. . ,... _ I _ :i: -.--1 :>: :: - - w } II I ::. :. ! _::: + -- - - t . ------ = --- -- I --------- _ - :::: I I I I I .. _ L - ;::. :; .::: :-: :: II ;:-: I 1 - I ,-r I _ ] MAX ENGROAG>1�MENT r .,„ x 1 0 I11rt I [-..---,...-.-.-...-....-.""'.-",-..""" :.;: . :...... LOF EAVES FI ::::: REP ::.::.:::.::::::::::::::::::::::::::::::.::::::::::::::::::.::.>:.::.::.:::.::.i:.:i: :;:.::.;:.::.:::-::.:i::::.::::-:.:-:i::__i::::: :::::::::::::::::----,.::::. :.:::::::::::::.....:... ......................... . ................................ .. LGE _................... mmme- I 1 ... _ .... ............................... .. ............................................- I I I :: ::::::::::::::::::::::::::::: t .:: r :::: I GANTILEVER5 OVER i 4 ( I I% I i I I I I I I I I I I I I I :::.:.:: --� t ' FRONT SET$,4GK IOScIo .IF.A. I I I I :; -------- ------{- -+------ -------- I 1G I I I I I I �_ .� EST I is :: �� I I I 1 I I I I I I i I I - -- I I �- ... ) .-I-11 I I I �- ` I I I I A/G �r 1 1-1 I 1. y r-- rr �•-/ MM I i I. I'LL I t � ' I I I /- V :::: X. �� I :. :.. _ `". ;.;; I I % I :.. % :: r� 1111111 / L----------------'� -�� --f � �r�_�-- -- -/- L-- - �..L..I ::.: // ..-- �j �"• SILT BAiRRILR _ ,/r �"'r I r� ::.. - r ::. /- 1 :; 1111 -� .� r r - V / 11111111 r�`__--_ -r 1 - / _ r �� r ..�' - -�/ O �� V w /r .�^'_ r V 1 - 1 ' �. r-/' �• t � i -f -�_'--_ 10 0- v 0 L -r '.�-------�-�' k 1-- , 0 - 120oo �. _r� ----� tt m � ---__ t I- O r r .. _� �_ r 0 � tD -a > � � -� % -1 D- �-- A I gory N L I. NSM 0 Bre tI c�uCW Br: ° � ' . OT I 11 PHA5E ��Icf PAM 3/28/1 b ATLANTIC BEACH 00UN CLUB s AXI 1/411-1 -011 :1 � A6K50N\/1LLE, DU\/AL COUNTY, FLORIL?AO� 3872 G �� . 6 GO o� � 5 0� o'� ,Z iq - �NO= . 11111111111111111 O ��o w1- ;Si : 1/411 lllllllllllllllll I 1.011 .. 50ALFG 5 �s I 10 551-411 11 a _T s b'-8" WI -1�" a 8 . - - ____ - - _____ 5 5 � I S'_0 I ------- ------------------------ 8� 5'-`I" 151-2" 121' 21-/�11 28 it As� f _V10- 9 I � I I I 1 1211-1011 1-6 I I I 1! I I I 1 I 1 41 411 1 L-1 V A_A ds IS Er 12'x12 PSOWAST I i = 41 Sor t�HST. A414 fit I `Q 0 8-6 AFF. GOLLHN w/PT.+6x6 g h 1 _ �?.� ISH. ® (2� 51f. ® POST(`i ) � 1 I FO.O AFF. 1•ID.a AFF. _ _ ::>:.;...................:.::::::.::...I �! _ _ _ _ _ - :::<:: _.. _ 1 GHnY :::. ::.: 4 4 _... ---------------- lIk- ------ w. n :.::::::::::::::::: I I �Ijv I Ig I I w . 1 x O - �r = :::: _ 1 I I L, -- - ::.: ..........: . _ I ::::. :-:>: _l.. / - - 51�/N 1 _ - .... . - -- 1 m 1 % \ : }J I 2650 5H. 1 - - Y ::::::: I I 3'-0" HD.0 8'AF.F. : i :>:::. I I I)ALL OR WALLS ARE 2x6 EXCEPT A5 NOTED -- I 42 6RILL ® ----------- ------- :....: I I W HOOD OPTIONAL <: 1 1 ?�ALL I OR WALLS ARE 2x4 ExGEPT A5 NOTED 1 -I _ 42 150KER>'I <;: 5 :<:;: I ' _ 5)ALL THIC10C 6E5 ARE ACTUAL 2x4=5 1/2" : ::::>::::> _" <__ ------------- ---FIFZEFL CE = <::; 1 : ;.:;.:;.', - o :::>:>: �; --- I 2x6=5 1/2 2x8=-t 1/4',ETG... I 1. rr-== ---------- --- - -------- Q o I /^� I� G' ' :;:::: :<>:: T I V J �J I "...... »:> 1 a 5-T 1111 : l 121 :::: I� ,� 4)T SI AND QUANTITY of ALL EXTEeIOR 5TEP5 ARE I I = a 1 n ::> 1 ■ >::> I '� NOTE A TO BE FI MINED BY OTI-M. _ I _ 10'-1 VS TRAY GEIL. .. 11 . 1 !M5)ALL TE AND COLIN&HE vHTS ARE T AJCEN FROM - CO:::>::::>::>: CM - :.:::;:: 10 . z Q ti 8 Window .. w sills. _ 1ft - _ - - - _ d, OF) SLAB/BLOGK. .�` o- I N I YLT .LOS - n ° I --' .. 0 �'� 0 I In Occupancy R-2 n - - - u a c Groups and R 3 one and two-family and multiple-family s where the o enin of the sill ortion of an o erab!e window is located more than 72 inches(1829 mm) I - I I P Y p Y p Y g f p g p P 1 "o o a L__ g the lowest part of the clear opening of the window shall be at a height not les:than 36 inches(915 mm)above the finished floor surface of 6) KITCHEN AND VANITY LAYOUTS WITH . : ,211 10 I N above the finished rade or other surface below, TF1E DETAI DONE BY OTHERS. I 5 v�q the room in which the window is located.Operable sections.of windows shall not permit openings t'.it passage of a 4-inch-diameter(102 mm s here where such o enin s are locate 1 ) p p g d I 18�a I q l 11 8p�'x�8�'FAUX _ I I ... within 36 inches 915 mm of the finished floor. I .. .... 'R' >. NOTED. ��'::: I I I O : eftyp) x W :> 8)ALL I OR AND EXTERIOR FLOOR # STEP FiY15F5 K. I Exceptions: 1 11 --K�1 = a 1 5HALL HA A NON-SUP FINISH TO>�T L I I 1 % -- ------ ------ _ --------� _� ..: HD.a 8'AFF. III ----------------- ------ . N I 1 1. Operable windows where the sill portion of the opening is located more than 75 feet(22 860 mm)above the finished grade or other surface below and that are provided with ASTM GI STATIC GOEFfIGIENT OF FRICTION MIN.OF Ob. -- ----------- - --------- i III � I IF ry X 1 window fall prevention devices that comply with ASTM F 2006. a)ALL IN CONTACT WITH NU�a01�tY GOHC,RETE OR EARTH ; o I I 2. Windows whose openings will not allow a 4-inch-diameter (102 mm)sphere to pass through the opening when the window is in its largest opened position. SHAL1.BE TREATED Ad'PRIOPRIATELY FDR THE CONDITION = Lto fi�i� :.: i' _- All _ 10'-I V8'GEIL.PL.I1s�5_ 3. Openings that are provided with window fall prevention devices that comply with ASTM F 2690. I :: I I I/8 GEIL. (`T#fi GEII.,>" IO)T = TO BE TEMPERED 1. i I 5° - I I -;:.> .::: < :: 4. Windows 't .... i �I > :: - SOFFIT Fi6T. I ndows t at are provided with window opening control devices that comply with Section 1013.8.1. __ .. � N 1 I I II) = Y ESGAFE AND RESCUE :: OPENI _..............................................: :.: ;_::: 1 I ® ii I :::::>:::::>::>::::::<:>::>:::: ::::::...:..:..:::.:':::::::::::::::::::.:::::::::::::::::::::»:.::.::.:::<.>:<::.::.::::> <::: 1. . :- ,.,: ' -6 AFF. ::>::: :: ::.:: m »::: >: :: ::>::: 12) G = -20 MINUTE R#BH• O ::: <: I 15)®= GLOSI N6 DOOR PER FBG.5025.1 2014 FBG. :.: I 13-5 31_8 N 31�11 5 1 1 11 1 N �(y IG41-211 : i 1211 211 ; >: :.>::: . 11 I ... - <: :.:: . ::> I �- ::: I III- ----- -----� I --1[y . :: :::;;. OUTLIVE OF FIRST FLOOR I - -- --------i I - ~ I I I N .: :;:;;: L1 L----- --- ------------------- I -�-------------------- ,:.: -------------- ::; 1/�1_ ■ r------------------------------------..... IVV ------ -- --- ------ ----, I •I . I Ve GEIL. ...,_ I I ---------------------- II ------------- >: 1I I i 1 56'X28' L�i.AAG7 I I I I N 1G 1_ 11 1 11 1 N 11 - i1L b' 5� 1 11 I I 1 I 0 I O I ;. A :; 3 2 $-,b 3-b 12 LLL... b-a w ::>':: I I ::: - :. I _" . :. II I I I I W.I G 1 :.::.::.: .--... 1 I I :::::: ; . ....... :_;. . I . I I I I oG 1- I I Q I I i 10'-I I/8'GEIL. IO'-I V8'C.EIL. I I dJ Z$gp 6 I I I I I I 51_$N I l m ?'-4 T I 11 «::: 2-11 :::: ::::: ---------� 5H. ::::: - -------- (?,� :<:::: I 1 I R#SH. HD.e 1 1 - IAJ--JF. - .::. AFF ! 08 AFF II % wom I I ::: :::::::.:::::..::::::::.:::::::.::::.:....:...:.:.::.::.::::... ::::::::::.:::..............-.::::::::::::::::.::::::. :::::::::.. :::::......:::.::::::::::: I I ~ ----I I I 2880 _ -- -- C OHC. 1 1 1 , I I 54160 1 1 } 1�} J1.TED GEI1�11�G6 IN �CITGHEN/6rREATM1.OY�l } i = I I I I I oPN'fi. I I i i i i T i i 1 1 - "' X I ff I BASE GAB. 1 1 I I AL# i ! I . 1 1 1 1 I I I I I I I 8'x8'FAU I I Q o b 0 ::::-< 1, 1 Il 150'REF. IS'FRZ. 1 1 1 1 X' I I ;r N II o II BEAM 0 i �,..._...�. 1 N 18 _ [,, I I II SO F I I I I I 11 � 2660 SH. o I ...<;`.I E....` _ _ -KV I I FID.O 8'AF.F. % ti I--- --- . <� i..><I IKIOTsIV b.a ------------ ------- /'��,�.., I I n I --------------------------------------- GHIMIIEY <<:( n �� m I I ` I I _ _ I I I ! v f ::: �� i i ::::::? .... I I ... .. I I ::1 I:::::::I I i I I _ a� '.:' I 10 1 1/8 GHL.1 I I 1 I I I _ I I >1.:..:.�--:::-•__� i 2646 SH. L I I I .M 1 11 .�..�.;: HD.0 8'AFF. I I 11 I I I I 1121-3 ><< 8" m a� 1--1 I I = 67 1 F- I I 1... 1 I - I I � I I I I I I � I I ~ A4 ~ I j '�i I I r I 1. I I I I I '' _ 1- I I ad I I... ..,,_.. _- 1 1 I I I L__-____1 r- -2� -if } _ i I } I I I I w o � � ::,.: II } ..... I I --' I ' ' ! 1I�I�G .X I : - . I I 11 I 1. I. I -*`� I I . I .. I w 1 451_10" I = I I i 1 = I I IO'-I I/8'GEIL. I: I % I I >::: ' * it 1 :... :::< 1�06M ti 10'-IIS' I . 1 :::: :... I 1 .__" ___us _1 `I r. _ I �4 1 o' I I I I I I / I L -R`I 1 I :.::. % ---1-1-- -- I_I _______ _ ______ 11 I l I I it � � I till, � z ko 0 to i o citv CO � � M 87'11 -- CDc n 22'-011 4`-011 1 1-411 61-0q I�'-4 -71.411 .71 Awl-6q n—(/q j 5'-b" I'-8 POUFZ-? FORF� F+i O 10& GONG.PEi7E5TAL 31-10112" _ q ZADEEL TH01-05 0/ 8'C.MJJ.BLOCK FOUNDATION WALL F116.FOR GOLUF�M T � 8 3 tiq ON 10500'GOVT. (SEE EWR ONN TVP. �J 1 11 1 GONGWIC 1.FT6.�w�/y�`3) ('.45.EL 100'-0') 411 "RODS . X (TWO STORY) AIO 41 L---------� -- - ---------- ------------- ---------------------- ------ I --------- ----Jr--------- �----- ---------, I t ------------- ------------ ----- ------ I - -, I I F--------------- ----- ------- I = = I ----- T- r -t 1 I ----- -- --------- --- i--� I I I I in m I I I = I I II L------------J Ti I I II I 1 -*1_/11 I t II tL--------------- I = w 11 1 GONG.PEDES I I I I I I "1 = TAS.H.. 100'-0'o/ _ 1 I I I 12'DEEP TH WN I I I I I - 1 I I I FT&.FOR COLUMN 1 I 6' _ I Q I 1 + m (SEE 04M O N)TYP. � I I � i i � 1 1 I I II X I II - POURED 4 I II L ---------- J I I �+ o 10 TAS.EL.00'-0' AIO GONG.STEPS I INOTE: �T" I'SLOPE I I 1 � 1 1( WIC - ----- I I �`' S'-6" 12'-�T" I I I i I Q � � I --- --- FL- or n I I I ANLL INTERN BEA►RIN6 1 I 1 I I N n :n = I t FOOTINC6 TO BE WORDI NATM I I t 1 w 0 I I w/ TR)55 DE516NER -, 1 ----- ------- ---- _T------ ---- T-----4---4 ---- ------ ----- - rf+ Cod + --- T-------- 1 I I pq 1 I I 12" 1 I I 1 1 I POUF 4 FOLD , ��" I I 11 211 cQ GONG.STEPS 0 m - _. 27'-11 " 2O1 11 I I I ry w I I � I I II I I 1 1 40 _ II I I �-- ------------------------------- - -4- ----JI 6 r ------------ ----------------- --- J.- I i 411 ------ - n t I I - �j� II i i MAIN 11RT• 1------------- ------------ -- ------------------- I Q I I I FIN. SLAB II I I� I I I n ' u L--I-ji 1 I 1OO-O I I I I i i 4' GONG.SLAB w/FIH�5-1 -acv I I I I 1 1 I I OR6kA' 10-10MWo/6 r t i I MIL.VAPOR BARRIER o/ I 1 q I I - I . I _= r ----------- --------- ------ ------I I hELL C�ONII'AGT�D TERMITE I I I 6 211 2" = t I I r(5 -h I w GRILL I REF. = TREATED FILL I I 156 Q Vit/HOOD � I� I I I I I 4 , I 1 IIII I1 I 11 I ------ J - — I �_�� L----------- I I I - � It N ��--JAI r _ -------------------- II I� -1 1 1 1 M --J_�—JJ I �-� � N ��-f1� t I I I _� —icr =� ►I I�----------- 1 X8-2 I t _ I r r� �, - -----------, 1 I I I I I " x I I I 5ti O SLOPE I I � I 11 l l III11 t 7 � I ' cr 1 1 PROVIDE GON7IJIT I I I POUF 4 I TO ISLAM'FOR I I I � I I I I w ELFG.SUPPLY GONG.STEPS _ I I I I t (1 --� I I I I t w w - li I I I 1 -�{ I I I L ---- -► --- --K�1 i 1 I I I 24' 1'" 1 I I v 1 ----- L--------------� II I II I - I I a 11 I� I I 1 I L W I I I t I 1 r H- J I I I l I I - a4 I 1 41 " 51-611 I Jl 1 �� I �. O -K`I I iii D/W I I I I 14 I I I APRON SINK tr I I I I 1 1 N 63'-I�11 I I I I I i ` I I cD MIA50NA�?Y I N I I I I I I OPN'�6.FOR I 1 = 1 I I ,----------------- ----J I L--- ----------------------------- 1 --------� I r------------------------J 4150 RANSE I I MATIN I w/Hoop _ __ ___ __ I t �cV ------ ------ ----- ------ ------- r�� TANKla56 �T I I 1 FIN. SL�rB I ------- -------� �------ --------J� � 1 ( A � 11 ----- --- --- ----_------------------------------- •� = I 1 I I i_ n r / \ I WATER fEAT�t I / \ I I STOOP Q 100 O II ------------------------------------ _ - t �' __ � I---- I Z'Of f ZOND-2- I1 II 1 AVERS ON �P8�46EJ I I I I I I w/(1)i5 G01�[ Q I I 1 L2 II 4 ^< yl I I I I I I 1 Ii 1F-------------- -----J I r I II II Q 1L------------------- ----- -------- I L— -J I ----------- I ------------------ -------J 1 V -- ---- - = �-- - - _--� -_ p Luo _---------- b GM.U.BLOCK 0) k t— FOUNDATION MALL � ,� � ON 105120'GOVT. \Z � CONG.FTG.w/(2) W#ROD''GOVT. I6='7�" FQLNDATM (OWE STORY) 1 11 20 21_,,4,11 161-ON 10=?" 21'-6 q U E CONTRACTOR SHALL E REaJI1111450n OF OESPONSIBL.E FOR PR ,WT SAFETY 41 LHAR 0 ?,)ALL WOWG 5Fb4ll BE IN STRICT ~ o � COMPLIANCE WITH TIE 2014 ■ ` (� 8'1'- ' FLORIDA BWLDIN6 COVE,VITAL,AW COUNTY - BUILDING DEPARTMENT. V w —I �- 5)STRIF TOPSOIL.,TREES,STUMPr',ROO'TSAT'G.FROM ALL AREAS . �TRUGTION WILL OCCUR WJW NOTED 0743w4)mHLF KNOWN UTILITIES ARF.�otY TN�E GONTRAGTOR -� SHALL EXERC45E CAUTION WTH EIARTHHOWC AS UNMAW® UTILITY MIGHT BE ENGOWIRED. 5)ALL UTILITIES SHALL BE LOCATED AAb CLEARLY MAWGED PRIOR TO ANY WOW, 6)FILL SHALL BE FIRMLY GOMPAGTED,CLEAR SAND MATERIAL: FREE OF ROOT'',ORSW MATTER OR OTN3t F 0 U N 0 A T L A N '1)FILLILL SHALL BE PLACED IN 12'LOOSE LIFTS,COMPAGTW TO �� KW ESC,MODIFIED PROCTOR DENSITY AT OPTIMUM MOISTURE AS DETERMINED BY ASTM O-ISI-#'ETHOD'A' �,}�,I� gY: SGA,L.E: I/4"=I'-O" - 6)INTFRIOR BEARING LOCATIONS SHOULD BE COORDINATED WTH TRll56 MANJFAGTIJRBt ' T.0.5. = TOP OF 5L�4B � ATM OPROVIIDE N SOIL TREATNEXT AMS VAPOR BARRIERS AT ALL SLAe� p 3/28/Ib SCALE$ 1/4"=1'-O" .NOB O� 3872 �1 6 GO o'� 2 PH&SID: F � G `OFFICE COPY X55 DRAFTSTOPPING SUSPENDED CEILING SUBFLOOR OVERHANO9FLOOR JOIST DETAIL5:1 DRAFTT PM S O ATERI 12 all DRAFTSTOPPING OPEN WEB FLOOR SYSTEM 2•—D' SUBFLOOR a+ ago a. TRUSS TRU86 3 DRAF TSTOP MATERIAL DRYWALL ............................... .. g Go ' R302.12 Draftstonping. Z2* In combustible construction where there is usable space both above and below the concealed space of a floor/ceiling assembly, 2x06 H�-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: AIL, 1.Ceiling is suspended under the floor framing. IL 02 YELLOW PINE � o KNOTCH OUT 3/4'FOR T46 Tyn o 2.Floor framing is constructed of truss-type open-web or perforated members. SCAB TO TRIS � N.T.5. 4m 0 R302.12.1 Materials. ce 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 ^r, other approved materials adequately supported.Draftsto in shall be installed parallel to the floor framing members unless DETAIL PP q Y pp PP 9 p g o.. otherwise approved by the building official.The integrity of the draftstops shall be maintained. � . o c .1yFE "A"B z � K.T.S. x rki a O , �a F-- ---------- L---------------- __________ ——————————— —————————————-�� —————---——— ~' Gf�IMiI' II I I ij I I II I I I W I ! � N II r I I 10'-1 1/8" o/HOU5E 5LAB/BLK I ! 112 (DETAIL "A") II ko I/S" PLATE o/ (2nd FLR.) C CHIMNEY 1'-8 3/4" FLOOR 5Y5YTEM o/ J II �b o N I I 10'-1 1/S" PLT. HOT. (Ist FLR) o j I ! ' 20-11" o/HOUSE 5LA /BLK I I o ti (DETAIL "A") --- - ----- m z ------------------- � m m I ! ! I I �011CQ0 II 1:12 ! I I ! I I RIDOE I I jOF I I II I L I I n II I V C*4 ------- ----------------------------- 0000 0 L------------------ RI�OE I I II I I I I i II I --- --� LlI II 12' II � PLATE o/ (2nd FLR RIDOE x:12 I 1'-S 3/4" FLOOR 5Y5YTEM o/ 10'-1 I/8" PLT. H6T. (Ist FLR) I I 4-5 50' o/HOUSE 5LAB/BLK 1:12 :12 -- -- I (DETAIL ! II — I II CY I � J '1:12 I i i ! C14 ?:12GR4ET 'i:12 7:12 r-' I ! I IL ------------------ ---------------- I --- �O --- r -------------- n n ---- ———————————————— CID I� 5, I ` ` I — II Q'-1 1/S" PLATE o/ (2nd FLR.) Q (Yks) ! 1'-5 3/4" FLOOR SYSYTEM o/ ALL PLATE H&T'5.ARE TAKEN :< �_ LUo -- s ..------------------ 10'-I 1/S" PLTHOT (It FLR.) I FRONT THE SEGohD FLOOR SUB-FL _ � � v OR OC HOUSE�(MN FIX)OF THE N 0} LKE S6 NOTED OT1EWISE.ROOF OVEF~SMU BE� �..,-..{ Q �---------------- ----------------� 20-11 o/HOUSE 5LAB/BLK .- nt2) Rom PITCH slKt.BE 7/12 UNLESS (DETAIL "A") NOTM C5) ROOF FRAN�IN6 o eE>�-�1r < HlXD TRI S6E8 SEr a 24'OL.. ■X NZ NOTE: ALL VENT STACK,PIPES, (4) ROOF FRAMING 1 UN m TO BE#2 OR EX KSTS,ETC.,TO BE LOGAT®ON � �� T REAR OF HOUSE AN?NOT VISIBLE 0) *u INDICATES DIRECTION t!OF �.�,..� LU FROM STREET. 0E. CID (6) > INDICATES INTERIOR CEILIN6 VAULT. ft) ------ L. --� �- 10'-I I S" 0 INDICATES FALSE WAI 5E 5LA8/BLK INDICATES 2nd FLOOR WALLS. (DETAIL "A") < (:�j NOTE: —� . SULLY FNGL05ED ATTIC NO VENT I N6 REOU I RED of RDOF O W INNS.T.AUM FM "�' OPEN GFLL 5PRAY �, INR B�IN&M Y W fWV PRAM 11�5ULLATION oP40M c v, AL�BTOR KW/DH s rs KEVIN MAY AND WINDLOAD 1561NMR PATE' 3/28/16 1/411=11-011 PLAN .los t O� 3612 o G�♦ 50ALE: 1/4" = 1'-011 ♦� 6 . G Z E*10 NO{ G s BFFICE COPY or i F T 2X&CAP WNT HOOD P11w11%%..7-A"m4'vvi6w.P HOOD ROOF TRIr.-GES ROOF 746GES 6 1/41 HARVIEPLANK Pr 24 SOLE PLATE W PLATE TO STUD LAP SIDINS R-20 ICYNENE INSLLATIoN STRAP 0( )1 OL,It2mftlow A&hm (oPmK4ELQ R-20 ICYNDE INSULAT10N BOLTS 0 52,OL.W 2x2xV6'KAMM 00 MTILATION REMIRM) (opm-� P.T."POST MR 2 PER 90AW.ON SOLE SEALER (10 VENT11LATION REWH;MV) STAMINS SEM METAL ROOF o/ STAMINS SEAM METAL ROOF ol A PT.IX4 NAILERS 0 12'OL.AAX)ol P.T.2x4 NAILER 4'020.SLAB W FIBER MIE514 "0' PT. IX4 NAILERS 0 121 OL.(KA4 ol ROOF FELT ON 5/ba WX PLYWOO17 APPLIED TO POST W 6 HL VAPOR BARRIER OVER 030 ROOF FELT ON S/V COX PLYHOO17 SHEATHIN&W PLYCUPS CLEAN NELL TAMPED TERMITE SHEATHINS K/PLYCLIPS 21-011 t'!. PRE-1EWNEEI;ZED HOOD TREATED FILL 12 -011 21 12 ROOF TFAW. Scfjw 0A. #5 REBAR CIONT O.H. PLAN VIEH L# -- -- ---------- .4 FINISHED SLAB SCAD 2EC.RAFTER TAIL ONTO T R-20 ICYNENE INSULA110M 7- WAB r5a RAFTER TAL ONTO TRJS5 #4 REBAR CoONT. tat (NO VENT1ILA-noN fmamfw) METAL STRAPMNS o EA. 9 Z��k' WTAL STRAPPIN&o Eok TRW BEMNS POINT TRW BEARINS POINT SIZE 4 TYPE by ENM STAWIN&SEAM METAL ROOF ol SIZE 4 TYPE BY EWR. .......... ............ PT.IX4 NAJLER5 0 12@ OZ."W ol P T 2xb CAP CONT ..... .. .................... z PIK 6RADE 030 ROOF FELT ON 5/6'COX PLYWOOD P.T.2xb BLOCKINCT SWAI?Nr7 W PLYCLIPS AINASE OR 0 P.T.2x&M0C4QNC? V-1-T-ii 21-011 12 O.H. ---- . ..... .... ... SC40 DEC.RAFTER TAIL OM TRIJSS 6 1/40 HARDIEPLANK METAL STRAPMNS Ek N& LAP 5101 —1 1 1 5/60&YP.EPP. 5/60 6Yp.Ev. TFAW BEAPJW POINT VAPOR BARRIER ........... ------.......... ..................... .......... ... ALUIMIW EAVE VRF MINIHM 0 MILL ALUMINUM EAVE DRIP so 4 TYPE BY ENM P.T.2x4 NAILER bc2.15 TRID(EID. APPLIED TO POST (2)2xb TOP PLATE IX2.75 TREX BID. COMPACTED FILL- OX6 TREX 9D.RIPPED (2)2x&TOP PLATE IN HALF) axb TREX Ev.RJPPED P.T.2xb BLOOKIN& P.T.6x&POST 60 C+V STEMKAU IN KALF) ALL CELLS CM. 1 2xb EXPOSM RAFTM 0 R-Iq INSLLATION TAJL 42 YMLOH PINE R-lq NSULATION, 2xb EXPOSED RAFTER CQ I R TAJL 02 YELLON PINE 1�- CQ IQWC44 aT 5/40 FOR T#& 10MC44 WS/40 FOR T46 COO JC cf) 40 C04.SLAB W FIBER MESH W 6 MIL VAPOR BARRIER OVER RECE55ED 5HONER DETAIL IXb T46 UM BV.,H RAFTER TAJL 516,eyp.w. CLEAN NELL TAMPED E1WTE 11 1 I-o!I 1xb T#&5THK EAC44 RAFTER.TAL TREATED FILL A& 50&E: 5/4 AUJMINIJM EAVE DW 5/4 5.5 WAFA TRIM ME ZE 9D 5/4 55 NICaHA T%M`MEE 9D. (2)Z*TI:r, PLATE IX2.75 TREX 5D. Ev.RIPPED ..................... IN PAW) ................... ....... . .. . .......... ......... 2xb EXPOSED RAFTER VAPOR BNWJM— RrIq INSIJLAT1OH ..... L YM14H PINE mmmm 6"LL1 10MCA OUT 5/4'FOR T46 -CoOMPACTm rmi�E I P-1 V21 6YP.BOARD 2x&STWS is *1 OZ. ir Z*SUM o *1 OZ. b*T46 MW EACH RAFTM TAL #5 IRM#R 0ONT, 5/4 55 MC441KA TRIM FRIEZE 5D. 24 57UM o 160 OL. 1/20 6YP.130AFO 1428&P.50AFO R-H W-55I)LATION H TYPICAL 5ECTION 0 R-Iq 161ATION 6ALV`.MET&STR#p SMAE TO 11 IN NICHBOAM LAP SIVINS o/ R-1111 INSULAT11014 Ab Z*SOLE PLATE W PLATE TO STIJV PLATE 4 5RM.(S1,ZE 4 SPACM 'I V41 NIWIWMW LAPSIDINS al 5ERVICE COURT (60 (60 F Dopos, STRAP 0 OZ,It2'*xIV A4C+IOR A6 REUARI!DJ TYVEK VAPOR BAWER ol -40 SCALE. 5/4" V-0' 1/2'OSB.PLY)OW SHEATHN& rA?EK VAPOR BARRIER ol 5TV-40 VENEER ON PAPER BOLTh o 323 OZ.W 2x2xVb'MASHER HMO so;mp (SEE EW.FOR NAILINS PATTEI% V20 OSR PLYIAVOD SHEATHIN& MIN.2 PER BOARD.ON SOLE SEALER (SEE EW.FOR NAJLW PATTERIV 1/2'&YP.BOARD BAC*M LATH ol TYVEK OR EQIJAL DRAINASE P1-*E #5 CONT o/1/21 STRIXT.SHEATHINS 5/4'T4r7 PLYPOW FLOOR (SEE ENS.FOR NAILINS PATTEF0 5/41 US FLY)AWD FLOOR 2xb STV5 0 16'OL. ..... .... .... ............. 10 SLOPE (6UJED 4 5CF43,W) (OLLIED 4 smstv)o/ 7 201 EINM TRSSES 77 201 ENOR TRLE95 (cmmm im.PER.poRMAND ce4w o 240 oz. 0 241 OZ. ......... CQ cQ R-14 mumoN --------------- I I I I I I PT Z*SOLE"TE w PI-ATE TO STLID w 5/4 IIM MC441KA BAND BD. STRAP 0( ?OL.,1/210XIO'ANC+IOR 5/4 IIZ NIC441M BAND EV. al 4/4 1125 HCHM BAND BD. BOLTS 0 521 OL.W 244/6'H06HER ol 4/4 IIZ WA4114A B4)V EV. 41 UW.SLAB W FIBER MESH MIN.2 PER BOARD.ON SOLE SEALER H1 6 MIL VAPOR EIARRIEIR OVER VAPOR BAdWJR a.EmHELL TAHPW TEI"TE 11-011 11 6 MINIMIN 6 HLL to it .0 TREATED FILL 40 C04,.SLAB W FIBER MESH cQ 14 W 6 HL VAPOR BARRIER OVER T-4 0 00 C*VAOTM FILL R CIONT. & A 11-6 CLEM NELL TAMPED TERMITE "m&yp.sp. TREATED FILL HIEP SCREED 0 0 5/b,eyr.Ewv. 05 FEW cm. TOP OF%.Aa W-02) am EXTERIOR KALL 0 2xb TOP PLAM ... ......... ... .... ....... . .... ...... PARSE COAT A& AT 00\1. PORCH Z*TOP PLNTE 50&E: 5/4 1 1�011 R-H INRLATM DAW-fROOFW VAPOR ..... ... K/LATEX PAJNT HNHH 6 R-22 ICYNEW NBILAnom COWACOTED FILL FIN.ORAVE DRANA6E (OPE"ELL) NO VERXTA RE01RED) STUCCO V&M ON PAPIER 57UCW VENEER ON PAPER cm, MV,*M LATH al BACXW LAIIHo/ RrIq INSULATION rrVM OR WJAL WAff#aE M_AM ROOF TRIJSSES o/1/20 STIWT.%EATHW TY VM OR EWAL DRANA6E PLAIC 1—*4 VMT.DoYa#,0 o/V21 STIWT.SHEATHM oz w Hk 161 OMNI, I 0 BOTTOM STAIVIN&SEM METAL ROOF ol (SEE ENr7 FOR NAILINS PATTERIV (SEE EW.FOR NAIUNr7 PATTERN) AT��4 W PT.Ix4 MUMS 0 12'Of,.OPM ol 050 RZOF iiLi 014 rp/be Cox PLYNOW WnROL X115.FW PORnA%V CaIEW WITROL JM.PER PORTLAND Ca4W %EAT14INS W M.YU.IPS -44 2xb STLIDS 0 161 OL. ASSX.WXMMOATIOW, TIOW --io T 0 V21 SYP.BOARD 1/7&fP.WARD -------------- .-i I i F:=F�- I Z*snm 0 160 OL. ALUMINM EA\T:DRIP R-Iq NSLLATION 0S. bQ.75 Tf T-X W. A I`I(F, ONE 5TORY IN KALF) EXTERIOR KALL 2x&FAWIA BOARD R:-Iq ISLAT110N a4 3/411 1-011 2x&D(PO"r OM 02 YEII.OH PINE! KNOTW OIJT 5/4m FOR T4& F'r Z*SOLE PLATE W f'LATE TO STUD IT, Fr.2xb WLE PLATE W PLATE 10 STUD STRAP 0 OL.,1/2'0xlOm AWhM sTw o OL.,It2 Ixb U&5TW EAC44 RAFTER TAL +IOR BOLTS 0 520 OZ.W 2x2)d/6'KA6HER BOLTS 0 520 oz.w:=1Zjb1 W*M MIK 2 PEIR BOARD.ON SOLE SEALER 2xb BL0C4QN& HK 2 PER BOARD.ON SOLE 24 STWS o 161 OL. 1/4'FoARDIEPLANK LAP SIVIN67 ol 41 CM.SLAB W FIBER ME314 40 COC.SLAO W FIBER ME5H HEEP (To mrosmi W 6 MIL VAPOR BARRIER OVER, 4/4 55 MC441M BAND EV. W 6 HL VAPOR BARRIER OVER TYVEK VAPIOR BARRIER ClEAN ML TAMPED FILL V21&Y`P.BOARD CLEA14 NELL TAHOED TEFMTE COX PLYHOO17 SHEATIHIN& FINISHED SLAB M EW.FOR NAdLINS PATTERN) TREATED FILL CIONT. MAIN FINISHED SLAB TOP OF SLAIB(EL Icv-v) TYR67ABLE rw 4b FNImm SLAB't . ..... ............ .... A& PARSE COAT 48 COC.SLAO W FIBER MESH 04 VW.DOHI o 460 RAKE DETAIL PAW-PR0&ft*. W 6 HL VAPOR BARRIER OVER oz.w MIN.16M am jo I I VAPOR W LATEX FARIT CLEM NELL TAMPED TEFWITE 50ALE: 514" P-0" I - AT TOP 4 W ba M-ND :::::M`HMJM 6 MIL TREATED FILL 0 BOTTOM Do cm FK atAZt_ SnNKALL Ell —III — IEII I I I I CC W- ACTED FILL PIK.6RAM DRAINA6E < 112'DA x 7%HK 13OLTV DRAINAOSE-4 VAPM BAWER, F1 I I v HHHH 6 HL W MIK R43M 2 3/4n,32'OL. 57EMKALL 41 CZW,SLAB W FIBER ME5H 0 INTERIOR SIEAR KALLS. W 6 HL VAPOR BARRIER OVER T R- WMPACTED FILL : I I I— --- - VAPOR BARRIER —OL w MIK 161 MR azm mmLTmfw TERMITE F7 :< ........... ...... #5 famm omr.(ow STOW) AT TOP 4 HK bm BEW- MINI 6 MIL FACE OF OUTSIDE KqL On Cn STE1144ALL W o earrom TREATED FILL #5 REIPR CM.MV STORY) I In I I I 11. , —I > q-1/45d-112 a RECESS c1owivoTED f ALL MIS COW...rIU.W REBAR COW C*r VERS,OVER --i-s V CM SLAB W&4xloAo M" PA W 6 HL VAPOR BARRIER OVER In SAND SETTIW BW =1 Ed I I TfMATED FILL MAVEL C42AN NMI TAMMM TERM'ITE q/61 LAYER OF PA&W %DPE 45 Raw & REBAR TYR E?'r'w'^P 5LAB LU 10 'ki I 1EI I I- I MI I 1=1 I I VAPOR PETA UNLE55 L Typ. Tkqo 5TORY 7YF OARA 67E, P"LL VAPOR BAWER j > MINI"6 HLL P-40 A& EX17ERIOR KALL EXTERIOR KALL, owirr' 71FE5445E NOTE0,1 (m ST ILW) W#5 REBIAR C'm 17:1 1", 11141 SOAZ 5/411 WALE: 5/4' c V-0' 50ALE: 5/4 1 I...o H < COWACTED FILL L COWACTED FILL ftm STOW) < TYPICAL BEARIN6 KALL 11-011 W#5 RIMAR CIONT. 4H 4 & 10----#& A& 50ALE: 5/4 -oil 11-611 VRAHN 13Yt K56/tH TURN DOM &ARA6E DOOR SO&B. 5/4' P-o' H A L L E 0 T 0 N 5 VATEs NOTE: EN&I .. , - STRUICTILRAL CRI IA SCAM MAY OVIERRIVE 5HOM PETAILSO FOR STRUCTLRAI... AND STRAPPINC? INFORMATION, TO EN&INEERIN& 0, L OFFICE COPY qw -j I I rs �s 12 ROOF TRLEGIES . {' r - R-20 IGYFENE INSULATION g NO YWLATiON REWIRM) STANDING SEAM METAL ROOF o/ $ QQQ PT. 1x4 NA ERS 0 12'Obi.mm o/ ;v',:T,Y:= JO ROOF FELT ON 516'COX PLYhI00D IA .g o PRF-EN61�YVOOD SFEATHIN6 w/PLYGLIPS ROOF TRU55E5 12 L -20 IGYNDE INSULATION (NO VWLA►TION REQUIRED) STAMW SEAM METAL ROOF o/ PT. Ix4 NAILERS 0 12'OCG.(MA)O o/ 030 ROOF FELT ON Mo GDX PLYMOf7 05 0 21-011 1_0H al O.H. .�'^>w`•:: ' -'` .; -. OSTc+� ll. .r�'y 3'sh 'Saw +l+,'+,...:•:i,::I'' �� I 50A8 DEG.RAFTER TAIL ONTO TRLJ.7F? �_!.,'-� za•y`, SCAB .RAFTER TAIL ONTO TRM o d, METAL 5 0 EA. METAL STRAPPING a EA. TR11S6 BEAR1 POINT .--NA-.-�;:l.�+e.ry�:�-::�� <<:�t..:. • ...�s�•A'1'.. SIZE t TYPE EN6R. TRUE N6 POINT Ir SIZE 4 TYPE BY i NSK fel P.T.2xb BLOMW1: P.T.2xb BLOVQN6 PLATE HST. ' 71 ALUMINUM EAVE DRIP T46 WOOD CEILING 5/6'GYP.W. T46 WOOD GEILIN6 1x2:15 TREX 8D. I -- I EN6R WBEAM WOOD BEAM -_ ALaJMINJM EAVE DRIP OOD Z (Ixb TREX BD.RIPPED 2x BLOC.KINS (2)2xb TOP KATE ! Ix2.'5 TREX BD. IN HALF) I 2x BLOGICIN6 (Ixb TREX W.RIPPED ! IN HALF) 2)*EXPOESED ! I TAIL 02 YM10A PINE L PIPE R-ISI INSULATION ! I RAFTER ~ KNOTGH OUT 3/4 FOR TA6 KNOTGH OUT 5/4'FOR T46 I W 1x6 T46 BTW EACH RAFTER TAIL I ! I Ixb T$6 BTW EACH RAFTER TAIL I I •. I I 5/4 55 NI +1A TRIM BD. I I I 5/4 55 NIGHTKA TRIM I I FRIEZE BD' � 5116' ADPANEL 510G o/ I ANEL �°/TYVBG VAPOR BARER o/ TYkvTK VAPOR o/I2 05B.PLYWOD SMEATr6 'T V4'NCHIBOARD LAP SIDING 0/ V2 OSB.PLYWOOD StEATHIN6 (SEE ENG.FOR NAILING PATTS" I I ! ! (b EXPOSURF,� (SEf ENG.FOR NAILING PATTERN TYVEK VAPOR 5MMER o/ ! - _ 1/2'058.PLYY00D SFEATHINS i __4Q (SM ENG.FOR NAILING PATT9% cQ i Ico P.T.6x6 STRLUAR I.P05T o- I P.T.bxb STRUC�IJRAL POST 2xb STUDS 0 I6'OL. o:d o � � 4 12'x12 PERMAGAST CO." �i }_ ! I 12542 PERMAGAST GOLIAriN o � I I V1'GYP.BOARDtio I I I z R-14 INSULATION I I I I W BAL ILL)STER SMI S BA L2015 I BALUSTER,5PC-GTI5 BAL2015 TOP RAIL,5PEGTI5 RAL.2104TQ 5/41 T4& LYOD FOR i TOP RAIL,SPT5 RA.2104TBOTTOM RAIL,SGGTIS RAL2104T BOTTOM RAIL,SPEG7I5 RAL.2104T I I (GLUED 4 scam))o/ Q I I � 0 2•¢� METALI•i.A15F11N6 � I I I I I I ! ! I I P.T.2x6 PECKING P.T.2xb DECKINS I � 2nd F FLR -- -- - --- ---------------- - I PT.3x6 FAUX JOIST = = P.T.5x8 JOIST 0 24'OCG. P.T.2x6 9LD0KING P.T.3x6 JOIST O 24'O.G. P T.2x6 LEDGER BOARD P.T.2x6 Bi.OGKIN6 (2)2x12 BM.EA.SIDE -------------------------- PLATE HST. - - (2)2xf2 BM.EA.SIDE 4'GONG.SLAB W/6x6xl0/10 W.WM. I ' W/6 MIL VAPOR BAS ON ! I I GLEAN MIML TAMPED FILL GOA I I 5/6'GYP.BD. I TOP OF SLAB(EL ! I I I I I I In SLOPE - Ilk I I I I I I ........ ;1saias;s>. ....�3adGc:Yi: iiiiiii+aft:aiw�i;as:ayi;:iiii�'.(.�..�`yy.:iiclaii++isi:�:'..:.'.?"`:.:i:Y::�:ii:::::'-•?!F�:::__. (?a 2x6 TOP PLATE .:.R':•::�-?:-:i:}:"-iii?_..-..<,-...�:iii:<:?iii:-..=::::vi:�:i?i-__,-.':' ::a:: �!!iXf`te!!K; , i::i:<: :�,::.<:>::::>.:::::;.>:.::.:i:.::.: <� FIN.GRADE ,(x� ...... ......... ............. I ! !I ! I I III III III III z SeSON PAPER :: , _I I I BACKD LATH o/ I I F.T.bxb STRUGUAPOST rrvm OR DRAINA6E PLAE 5TRUGURAPOSTT: ?::<>:<::::::ia:::: 0 STRUGT. THI 125xi2 PERMAGAST G011JNA�l I ! M ENG.FOR NAILING PATTM" I I —125x12 PERMAGAuT GOL" I I I I i (C*n'ROL JM.PER PORTLAND GFN�T ! ! VAPOR BARRIERHILL _ s I I MIAIIMllM b MILL ' (3)"J GOVT. I ! I _ GOMA'AGTfD FILL (-611 1 V21 GYP.BOARD I I I I � I TYF, PORGY I I I R-K INSULATION I � COL" FOOTINO I I i I I I I I I I I I � I i I I I PT.2x6 501.E P'll.AAtE r0 BUD ! '> ! I STRAP•( �`oc., V2'4 AW ANCHOR I ! o BOLTS 0 52'OG.W/Z aW W&M MIN.2 PER BOARD.ON SOLE SEALER :< Lu o [_ kD -I 4 GONG.SLAB W FIBER HW W 6 MAL VAPOR BARRIER OMY�SCAMP I I Lu o CArm MELL Tm#w FILL ! 4'GONG.Si M W/FNIEZ ME5H FIW5FED SLAB ! I WJ 6 MIL VAPOR BARRZZ OVER I I < t GLEAN YELL TA40W FILL MAIN FIN.MRI I � (\1J � -- ------ —————————————— — -----------------------————————---— - - _ DLDRAINAGE �+ ! .............., LLJ DRAT `v/' 0 } ...::: .............'ti.. ........ ......... .. ........ .- .,,,Mc NM..aMM .-,IMA. ..:.. ............................. � : AMAF MMr.:liM.aMAY.�MA. ..� .... :x..-.- ........ .. , --e,ws.:,,A,F"MAA•. ............:::::.:::::::::::.;:: Him . .....................n.................a..........,......�........ .... ... .............................. ..dt ... .. -.:!Q!N.. :AAIM!•MMMtaMMhAAMA.MM�!' . .-.... ... .•S. ..v........................r... ........,........f ...................... '.�.....,..n. lA�t•. :MMR-:.v.v:llll,tiii::;:i;:;i;;:;:-?:;::•i' ............. _a....v::.:::::S..v::i�::v ._.........ap..xv:v......\ ♦ h v.................. ......... ..... .....w.......... -:Ly}:!!vvv:•+::'at-'-?}?}?}}:fi:•}:!•?::w:::?::.::��' I ! III=M ....... ...... .J y� 0 V ill I 4 II it III I II I I III II I I II I I I I I aM1 I I II II I I III •-� 411 „,: 5 � G T I-VAPOR BAS III ��. ��::::�:::{i , ':, _ -MtINIMJM b M—STEM�IALL-III II 1=1 II III III=_1 II III I I STEMe�L.L —1 II I I II III II I III III I II II II I I I III III I ..-::----••,.:.:::::ren:.�.=:.>t.=>'�.:�.��.�_::::..::.::.:e::.:.:A....:.:.:�.I:..::.:.�.I::.. i I I I I III _III III i I I III I ! i l I I ( I III I I I I IIII I I I III III IIi III1=11 0WAGTBD LL—I I 1=1 THI �. I GON 'AGTBflLLIIIIIEN&I i GRI R A I— III II III I II I I II II I I I Nt ::I:::I:::::I::::::::r:::I::_I::::::iI:*::i IIII-CONIIIIII III II OIOTII IINGI _I IIIIII III IIIIII III IIIIII I I I IIIIII III IIIIII III IIII II II1=1III I I I -6 III III II I III GO ...VTIGI OI N GFOI . .fIII III iII III .I.....I IIQI I TO5� .� i� 50M MTAIL52 P IE111=11 IIIII I I T.GO . — Ew'� ! FEI �I � II III I IEEI IFEI II 1 I I II_ I IIlil III III �.:}:! AOR 5� STRA 'IN6 I1 TION, TO 6RIN& B I Ei I I I I E I FI I Ei I 1_1 I 1_1 ti .111 Vfi DATER_4 3/28/16 5ECTION AT � rA% 5ECTION AT SCALERSCALER �/4 -_ „_I,-O,l'� ti Al ENTRY FORLHI q 5�' �50ALE: 5/4” = 1'—o" ENTRY 50ALE: 5/41 � 6 Z M40 NO: pa � F � G 5 OFFICE COPY �5 3 g� g� l a BARREL GONG. ROOF TILE o/ P.T. FURRING STRIPS o/ MINERAL TYPICAL EXMRIOR FINISH SURFACE MODIFIED BITUMEN, 120 MM. THICK w/ FIBERvLA55 SEES . OVER CHANNEL FLASHING TYPICAL EXTERIOR FINISH REINFORCEMENT, EDvES AND ELEV EXTERIOR WALL SHEATHING , PENETRATIONS TO BE SEALED UNDER BUILDINS PAPER W PLASTIC GEMENT OVER 4 tat BUILDING LATH FADE OF 5HE,4THIN6 (WRB) NEATHER RESISTANT BARRIER 30# FELT ON 5/6 STRUCTURAL DONT. PT Ix4 KICK-,OUT g SHEATHING BARREL GONG. ROOF TILE o/ P.T. v.!. "Z" BAR FLASHING INSTALLED PRIOR TO g $ METAL VALLEY FURRING STRIPS o/ Mlh'ERAL 120 4 UNDER. PAPER BACK /4 5x5 FLASHING W KICK-OUT It SURFACE MODIFIED BITUMEN, METAL LATH j PER ' TO SHED WATER AWAY FROM HOUSE g I I FLASHING MM. THICK, w/ FIBERGLASS REINFORCEMENT, EDOE5 A%,V F (MB) pV�LAPS THF 5x5 FLA51-IINSTA 1 >. HOT. PER SPEC. � PENETRATIONS TO BE SEALE:�, � i� CONT. PT Ix4 K/ PLASTIC GEMENT OVER ROOF SHEATHING 50# FELT ON 5/6 STRUCTURAL I 5HE,4THING { KETAL FLASHING I ;- INSTALLED ON TOP OF ROOF FELT 4 PRIOR TO TILES FASCIA I ,Z I 6" WIDE CONT. ROLLko ICE 4 000, �/ I I I � H , � � � � I I I 1 / 0o X- a H WATER SHIELD FLASHING NAILED ��'� HOLD BACK FASCIA STRIP FLASHING TO SIDE OF Ix4 BARREL GONG. ROOF TILE / P.T. AND DRIP EOOE 2' CQ FAGS OF 8001= W FURRING STRIPS o/ MI % FROM FAGS OF WALL METAL DRIP EDGE c� d, SHEATHING INSTt� SURFACE MC"71FIED BITUMEN,, 120 r c ti PRIOR TO ROOF MM. THICK, w/ FIBERGLASS � OUTSIDE FADE OF o � REINFORCEMENT, EDGES AND c� a FELT # SHINSLES EXTERIOR WALL PENETRATIONS To BE SEALED vi w/ PLASTIC GEMENT OVER 30# FELT ON 5/6 STRUCTU ALz � EXTERIOR FINISH _ SHEATHING PLR PI.ANN FA-WA VALLE""'rFLA5H I NO 5117E NALL FLA5HIN& 2" - ,� HEAD NA L FLA5H I NO SCALE: 5 = I -D (ROOF SLOPE PARALLEL TO WALLA - SCALE: 3" = 1'-O" (ROOF SLOPE MEETS ) OUTSIDE FADE OF SCALE: 3" = I'--O" EXTERIOR HALL a, U� --- - KICK-OUT FLA5H I N SCALE: NTS w APPROVED TREMC 0 SEALANT Q AT ALL SILL LOCATIONS DETAIL GOAT OF VULKEM 350NF-R MEMBRANE AT 60 MILS, ON ENTIRE CURB SURFACE AND RUN DOYVhI I DRIP EDGE FLASHING: ONTO HORIZONTAL DECK VULKEM 351, q✓Ol� OR 4151 NF TOP GOAT VULKEM 351,g50NF OR 4151 T� TOP GOA � VULKEM 55ONF OR 56ONF BASF GOAT A DRIP EDGE SHALL BE PROVIDED AT EAVES AND SABLES OF TILED `o ROOFS,AND SHALL A MINIMUM OF 5 INCHES (76 mm). EAVEcQ VULKEM 3501`lF OR 3601 BASE GOAT DYMMI C, 240FO OR ALUMINUM FASCIA - 1r IGALLY DRIP EDSES SHALL EXTEND \ INCH (13 mm) BELOW THE Si-EATHING, AND 03 APPROVED TF:EMGD FASTENED FLUSH TO HARDIE BACKER BO EXTEND BACK ON THE ROOF FOR A MINIMUM OF 2 INCHES (51 rr�. T� �� 5EAL,�+NT CANT BEAD ( AND PLYWOOD DRIP N;.HFS 0.0. THE DR1LL BE ' EDSE AT SHALL. BE (INSTALLED(152 c:d 0 I/4" HARDIE BACKER BOARD o/ r cn 3/4" EXTERIOR GRADE PLYWOOD I/4 HARDIE BACKER BOARD o/ m w (INSTALLED ASIDE UP Alm MUST BE z OVER THE UhlDE L.AYMENT. THERE SHALL BE A MINIMUM 4 INCH (102 mm) r p, RING-5 / INTO PLACE) 3/4" EXTERIOR GRADE PLYY�IOOD _ _I (INSTALLED A-SIDE UP AND MUST BE NRWIDTH OF ROOF GEMENT INSTALLED OVER THE DRIP EDGE Fr1,�.AhNEE. m „ " RING-SHANK /SCROD INTO PLACE km/F� Oft GREATER OR THE MEAN ROOF HEIGHT EXCEEDS 33 FEE (10 - - 056 mm), DRIP EDSES SHALL BE MECHANICALLY FASTNED A MAXIMUM v pq a4 (NOTE: WOOD SURFACES MUST BE PRIMED WITHof 4 ING - - - YULKEM PRIMER 01,71) I-E5 102 ON CENTER. m to ,...., (NOTE: WOO #1-11) IAC.ES MUST BE PRI WITHVULKEM INSTALL A MINIMUM 6' WIDE ANTI-PONDINS METAL FLASHING TO cQ DYMER,10 24OF0 OR APPROVED TREM00 SEALANT CANT BEAD- I" WIDTH i ENSURE POSITIVE DRAINAGE OVER FA5GIA/START'ER STRIP. NAIL co a°, OPTIONAL: DUALFLEX OR CLOTH TAPE- TOP EDSE OF FLANGE ONTO ROOF. v W I/4" BAGKETi ROD EMBEDDED IN VULKEM 55ONF OR as 3601E DETAIL GOAT I THE UNDERLAYMENT SHALL CONFORM WITH ASTM D 226, TYPE I OR TYPE II,OR ASTM D 46641, TYPE I OR TYPE 11. THE UNDER- NOTE: VULKEM g5ONF MAY BE USED AS TOPCOAT IN AREAS WITH NO U.V. DYMERIC 240FC OR APPROVED TREMCO LAYMENT SHALL BE INSTALLED IN WATER-SHEDINS FASHION, SEALANT CANT BEAD- I" WIDTH 5TARTINS WITH THE EAVE EDGE AND ROLLED HORIZONTALLY. 1/4" BACKER ROD UNDERLAYMENT SHALL OVERLAP A MIMIMUM OF (ig) INCHES AND VULKEM 7YPICAL DOORSILL DETAIL, BE MECHANICALLY FASTENED AT (36) INGHE5 O.G. MAXIMUM. FROM TREMGO SEALANTS DRAWING NUMBER 00-28 NOTE: VULKEM g5Oh� MAY BE USED AS TOPCOAT IN AREAS WITH NO U.Y. 2 VALLEY FLASHING: VULIIKEM 7YPICAL EDOE VETAILI VALLEY LININGS SHALL BE INSTALLED IN ACCORDANCE WITH THE IIIII . MANUFAGTUI;MR'S INSTALLATION INSTRUCTIONS BEFORE APPLYINS FROM TREMGD SEALANTS DRAWING NUMBER DG-05 TILES. VALLEY LININ65 OF THE FOLLOWING TYPES SHALL BE PERMITTED: 1. FOR CLOSED VALLEYS: INSTALL PREFORMED CLOSM VALLEY METAL EITHER A MINIMUM WIDTH OF 16" (24" STRETCH OUT) WITH A MINIMUM 2 1/2" HIGH CENTER DIVERTER AND A MINIMUM I" METAL EDGE RETURNS OR A RIBBED DESISN WITH I" CENTER DIVERTER,A MINIMUM (4) 5/6" RIB5 SPADED 3 1/2" WITH 3 5/4" FLANGE. LAP JOINT'S A MINIMUM 6" AND APPLY A CDATINS j 5 OR SEPARATOR SHEET. VULKEM 551, 41501E OR q5 NF TOP COAT 2. FOR OPEN VALLEYS: INSTALL PREFORMED OPEN VALLEY WITH A VULKEM 55ONF OR 56ONF BASE GOAT MINIMUM OF Ib" (24" STRETCH OUT) WITH A MINIMUM I' HIGH TWIN 6 CENTER DIVERTER AND A MINIMUM I" METAL EDSE RETURNS. LAP I/4" HARDIE BACKER BOARD o/ DUALFLEX EMBEDDED IN BASE GOAT 3/4' EXTERIOR GRADE PLYWOOD Q. JOINTS A MINIMUM b' AND APPLY A COATING OR SEPARATOR SHEET. (INSTALLED ASIDE UP AND MUST BE VULKEM 351, 415ONF OR q5i NF TOP GOAT RING-SHANK /SC.REHED INTO PLACE) 5 5. WHEN U51N5 VALLEY METAL WITH RETURNS: A. SECURE WITH CLIPS ALUMINUM FASCIA - MECHANICALLY FABRICATED FROM SIMILAR OR COMPATIBLE MATERIAL. CLIP I METAL -- FASTENED FLUSH TO HARDIE BACKER BO EDGE TO BATTEN STRIP WITH ROOFING NAIL METAL STRAP. DETAIL STRIP OF VULKEM I/Ib" THICK ..JOINT FILLED w/ AND PLYWOOD B. TRIM METAL AT ALL VALLEY/IZID6E JUNCTIONS, ENSURING WATER OR VULKEM 5601E TREMGO APPROVED SEALANT 1/4" HARDIE BACKER BOARD o/ SHEDDING CAPABILITIES ONTO THE VALLEY. OPTIONAL (REINFORCED w/DUALFLEX 3/4" EXTERIOR CRAM PLYWOOD G. INSTALL LEAD SOAKER AT ALL VALLEY/RIVOE JUNCTIONS. TURN OR CLOTH TAPE OR FIBEREL.AS�' TAPE) (INSTALL.ED A-w51DE UP AND MUST BE _ _ LEAD UP A MININNM OF I" TO CREATE A WATER DIVERTER, EN5URING - NOTE: VULKEM gWNF MAY BE USED AS TOPCOAT IN AREAS WRI i&-SHANK /5GREhiD INTO PLACE)WITH NO U.Y. WATER SHEDDING CAPABILITIES ONTO THE VALLEY. D. OUTER FDSE OF THE VALLEY METAL SHALL OVERLAP DECK FLANGE (NOTE: WOOD SURFACES MUST BE PRl P WITH � 2 OF DRIP EDGE A MINIMUM OF I". CENTER of VALLEY FL.ASHIN6 SHALL VULKEMTYPICAL .JOINT DETAIL VULKEM PRIMLY? #171) i EXTEND A MINIMUM OF 2" BEYOND DRIP EDGE. VULKEM 351,g5OW OR 4151 NF TOP COAT OPTIONAL: DUALFLEX OR CLOTH TAPE- RIDGE FLA:aHINS: EMBEDDED IN VULKEM 550NF OR 3 56ONF DETAIL GOAT THE UNDERLAYMENT SHALL BE INSTALLED IN WATER-SHEDING DYMERIC 24OFC OR APPROVED TREMOCI FASHION. THE LAST LAYER APPLIED AT THE RIDGE SHALL BE SEALANT CANT BEAD- In WIDTH FOLDED OVER THE RIDGE AND MECHANICALLY FASTENED, AT (56) D.G. MAXIMUM TO THE OPPOSING SIDE OF THE ROOF. 1/4" BACA<ER ROD REPEAT THE PROCEDURE FOR THE OPP051N5 SIDE OF THE ` NOTE: VULKEM 41501E MAY BE USED A5 TOPCOAT IN AREAS WITH NO U V. ROOF. WHEN COMPLETED, THERE WILL BE TWO LAYERS OF I UNDERLAYMENT OVERLAPPING THE RIDGE, 4 HIP FLASHING: VULKEMT)'FICAL ED&E PETAILIIIIIIIII2 THE UNDERLAY1,-4ENT SHALL BE INSTALLED IN WATER-5HEDINS FROM TREMCO SEALANTS DRAWING NUMBER DC-O6 FASHION. AT THE HIP LINE, FOLD THE UNDERLAYMENT OVER THE HIP AND MECHANICALLY FASTEN, AT (56) INCHES O.G. ♦ ♦ MAXIMUM TO THE OPPOSING SIDE OF THE ROOF. REPEAT THE PROCEDURE FOR THE OPPOSINS SIDE OF THE ROOF. WHEN I COMPLETED, THERE WILL BE THO LAYERS of UNDERLAYNENT Y OVERLAPPING THE HIP. CRICKETS AND SADDLES FLASHING: A CRICKET OR SADDLE SHALL BE INSTALLED ON THE RIDSE SIDE OF ANY CHIMNEY SREATER THAN (50) INCHES 062 mm) METAL POST WIDE. CRICKET OR SADDLE GOYERINS5 SHALL BE SHEETLU :< Lu VULIME w/TI EMPRIME METAL OR OF THE SAS MATERIAL A5 THE ROOF GOVERINS. TOP GOAT 351,450W, OR 4151 PRCNON-POROUS PRIMER THF RIDGE AND VALLEY FLASHING OF CRICKETS OR SADDLES tt� TOP O � � V IL SHALL BE THE SAME AS THE RIDGE AND VALLEY FLASHING ON " VULKEM 55ONF-R, OR 360 NF DYMERIc 240f-`C OR APPROVW THE MAIN ROOF. � O TREMC D � CANT BEAD Q DETAIL GOAT PIPE VULKEM 545 OR 4150hF-- NE w/TREMP'RI1rE E 6 BASE AND GOUNTERFLASFtING: � � T.._,. ---- INTORMEDIATE GOATNON-POROUS PRIG I BASE AND COUNTER FLASHINS SHALL BE INSTALLED IN l 1 G 240M OR APPROVED ACCORDANCE WITH THE MANUFACTURERS INSTALLATION VULKEM 55ONF-R OR 360 E5400 SEALANT CANT BEAD IN5TR14TIONS,OR A CONTINUOUS METAL MINIMUM 4 INCH BY 4 -< V NOTE: VULKEM g5oNF MAY BE USED AS TOPCOAT IN AREAS WITH NO U.Y. BASE COAT INCH "L" FLASHING SHALL BE SET IN APPROVED FLASHINS? � t"- JU Q VULKEM 5501E-�R OR 56ONF VULKEM 546 OR q51 NF TOP GOAT GEMENT AND SET FLUSH TO THE BASE OF THE WALL, AND OVER ^ DETAIL GOAT THE Uh�RLAYN�NT. BOTH HORIZONTAL AND VERTICAL METAL �J VULKEM TT?, TREATt�BT Of METALRZT5 FLANGES SHALL BE FASTENED b INCHES (152 mm) ON CENTER WITH A FASTENERS. ALL LAPS SHALL BE A MINIMUM OF 4 FROM TRE'MC.O DRAYNIN6 NM1h DG-II INCHES (i02 mrr�,FULLY SEALED IN APPROVED F1.ASHIN6 GEMENT. FLASHING SHALL START AT THE LONER PORTION OF THE ROOF TO ENSURE WATER-SEEDING CAPABILITIES OF ALL METAL LAPS. THE ENTIRE FOSE OF THE HORIZONTAL FLANGE SHALL BE SEALED,GOVERINS ALL NAIL PENETRATIONS, WITH APPROVED —� FLASHING GEMENT AND CRANE. SHINGLES SHALL OVERLAP NOTE: VULKEM g501� MAY BE USED, A5 TOPGO TIN AREAS WITH NO U.Y. THE HORIZONTAL FLANGE, AND SHALL BE SET IN APPROVED � ' FLASHINS GEMENT. BASE FLASHING SHALL BE OF EITHER CORROSION-RESISTANT ��.,.� TYR mrREAN!"MMIN OF A f��11 TION METAL PROVIDED IN SECTION R011052.6.1 OR MINERAL SURFACE METAL DMP FDSE "Z" FLASHINS 5 x 5 GALVANIZED FLASHING ROLL ROOFINS, M1644INCP A MINIMA OF (T7) POUNDS PER (IDD) FROM TREMCO SEALANTS DRAWING NUMBER 50 i 26 AGE GALVANIZED I 2ASE GALVANIZED 6 26 W ASE GALVANIZED SQUARE EE (5.716 Tk /M2). 000N TAL WITH TERFLASHi DRAWN SYR ft)H PRO'VIDW IN TABLE gO5.1 IN THE FLORIDA BUILDING CODE (2004). G v2c##c 7 BY: Me REFER TO THE FLORIDA RODFINS, SHEET METAL AND AIR DATER CONDITIONING CONTRACTORS' (FIRSA),CONCRETE AND CLAY ROOF3/28/16 TILE INSTALLATION MANUAL. FOR MORE INFORMATION. SCALER ROOT N/ KEYED FLASHINO PETA I L5 SCALE: NTS .Ioa NUI�RR 3872 1 G 5�� 6 o p'1 ,`Z DW6 NOR ,00 F � G 55 OFFICE COP o� I r I �yy I x r i;iO3.8 FLASHING. APPROVED Cx O`"ION-RESISTANT FLASHIN6 SHALL. BE APPLIED Gently raise the bottom edge of the flap created in the k-,RB, and temporarily tape the top Install shims In such a manner that they are not permitted to interfere with the application of the '12.10.5 Gut a place of head flashing that is the width of the roue) opening, plus two, times the � � ' i SHINGLE-FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR corners and center to the exterior face of the MRB above (see Figure 5). This Is done in air seal,which will be applied on the interior side in the steps that follow. roll width of the flashing, plus 50 mm (2 in). ® PENE'i"RATION OF 1VATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. order to allow for installation of the window and head flashing later. g • , STALLIN 7%rVE G 5T0000 hli A5'fi NOTE 2: Either self-ac�lesive flash) (see Section 72.9) or mechanical) attached flash) (see 12.)0.6 I a continuous q mm (3/8 in) nominal diameter bocci of sealant al the mounting I �F- ML"MBRANE5 USED AS FLASHING SHALL COMPLY P41TH AAMA'111. THE FLASHI ng y n9 y along ng � .� 5HALL EXTEND TO THE SURFACE OF 11-E EXTERIOR WALL FINISH. APPROVED Section '72.10) shall be permitted to be used for,jamb and head flashing, per the following flange at the head. Apply an additional 9 mm (3/8 in) nominal diameter bead of sealant Ol�l VT I GSL 1�1LL5, � 0 11�5TLLT I O1� Go �iON-RESISTANT FLASHIN65 SHALL BE INSTALLED AT ALL OF THE FOLLOWING .ate .ate steps• horizontally 216 mm (8 1/2 1n) above the rough opening (Inline with the tip of the iamb f lashing). l i�cr. T I moGhantcall attached flashing to head over sealants and secure With mechanical LOCATIONS: T �d � Ill d OF �OO S � I��O cJ 1. EXTERIOR WINDOW AND DOOR OPENIN65. FLASHING AT EXTERIOR WINDOW AND DOOR 72A Jamb and Head Flashing Installation Using Self Adhering Flashing fasteners (see Fide I9). OPENINtS5 SHALL EXTEND TO THE SURFACE of THE EXTERIOR YVALL FINISH OR TO THE 1.0 1 WATER-RESISTIVE BARRIER FOR SU39EGLENT DRAINACE. FLASHING AT EXTERIOR WINDOW 12.9.1 Apply flashing over the mountin flange of the window at both iambs. The self adhering � � AND DOOR OPENINGS SHALL BE INSTALLED IN AC.CORDANGE WITH ONE OF MORE OF THE flashing shall be a minimum of 140 mm 4 in). With self adhering flashing the additional bead of FOLLOWING OR OTHER APPROVED SDS: soolont over the mounting flange (see Sections '72.102 and 72.10.6) shal I be omitted. ' ' r ' 1.1 THE FENESTRATION MANUFACTURER'S WRITTEN FLASHING INSTRUCTIONS. awaic*ri� Pomona Sam � i2 THE FLASHING MAI�JFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. '12.92 Gut the iamb flashing to a measurement equal to tWico the roll Width of the flashing nouatioi arts 1.3 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, OR FMA/WDMA 250. being used, plus the height of the rough opening, minus 25 mm (I In) (soo Fiore 121 1.4 INA ORDANGE WITi• TI-,'E FLA3I•IING METI•� 01"', A REGISTERED` t7E51GN x ZOFE5510NAL. _ I All I 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY c4NSTR�uGTION WITH FRAME OF 'r' © STUCCO WALLS, WITH PROJECTION LIPS ON BOTH SIDES UNDER STUCCO COPIN65. 7Dt 'Dt AT THE ENDS OF MASONRY WOOD,OR METAL COPIN35 AND SILLS. wrd . 3. UNDER AND , 4. CONTINUOUSLY ABOVE ALL PR0,ECTING WOOD TRIM. FISIJRE 5 EXTERIOR 5. YNIHEt�ZE EXTERIOR PORC.HES, DECKS, OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD-FRAME CONSTRUCTION. '12.3 Applying a 5111 Pan Flashing ,� �� o Z 6. AT WALL AND ROOF INTERSECTIONS. I 7. AT BUILT-IN 6U1?C-RS. '72,3.1 There are a variety of sill pan systems available. (Reference A5TM E 2112 guidelines for / / CO o ' ® 00 F-I the latest Information) The pan shall direct Wator to the exterior of to the membrane drainage moor+ � i70oR � / / nano for subsequent drat to the exterior of the buildi: . ' '�" rte• IWp � CQ I I 161 ALL WINDOW AND DOOR FLASHING SHALL COMPLY WITH FMA AMMA, -ill, 100, 200, AND 250. -1.2.32 k+an self-adhering flashing is used as a sill pan, cut to a length equal to the ,ough � �,�do ^ ® opening width plus at least 150 mm (6 in) up the iamb,to form an and dam (soo Figaro b). �` �` 0 0 o � E�cc� OF FMA AAMA IOO-Ori I ::: FIf�l1RE 19 EXTERIOR vc ..... ... ..... ... .::....:::• 6 G PRE I "lNDOK INSTALLATION PRGCEDLi2E3 r ............ FIGURE 12 Oil ............. r o ® 6.1 Pro-Installation requirements performed by others per the manufactures instructions. T .............. �p "12.10:7 L'3e mechani alstenors t secure mechanically attached flashing (soo '=figure 20). a ..........❖' PW A.,::•:�::. 72.9.., i=-�,tton the L_gip end of the flashing 13 mm (112 I below the locatiran where o�,........... ............ ......... 6.1..1 enc •••..• of the hood flashing will cover the iamb flashing later (see Figure 13) .., � i .... Openings I •��= 6.1.1.1 The builder/contractor shall construct the rough openings In accordance with the window O manufacturer's size and tolerance requirements. ............................. iiDOr�aura. iW iLr. ........... ............... ........... ............ TEI •"•"""" 6.1.12 The rough opening shall be plumb level square and true within 6 mm (1/4 In) prior to .................. ..... ..... the installation of the window. Manufacturer's instructions may supersede these tolerance i!i1R�t MOM • ranges. ''r' ' ' /�/ ,/ Z, 6.12 Ygater-Resisthro Barriers (MB) '" This standard practice recommends that the M5 be installed prior to the window installation. The: installation method described In this standard practice 1s based on this sequence. FIGURE 6 EXTERIOR / / I. Unwraproll at corner, leaving6"-12" overlap, In Vi�TiGA�L. 6.12.1 Tho Iicatlon of the YNiRS Involves Govern the vertical surfaces of the wall, lapped, The self-adhortn flashing sill pan system shall saver the sill to at least the.depth of the window, NOTE, Aepl y wrap w� ed surface pattern app pos f proper mage• fastened, taped and sealed per the M13 manufa covering Instructions. plus 50 mm (2 I onto the face of the WRB drainage Mane.(roe Figura 7). � � 2" � 2c 2c 2. Roll should be plumb. Bottom roll edea should extend over sill plate Interface. sl-tlNsl�strco aver hack edge of weep screed far proper water dratiage• 6.122 Penotratlons th rouah the WRB for the installation of Windows shall be made in we FIS 20 EXTERIOR w For maximum air i;a_1age reduction,seal wrap with caulk or tape to weep screed. accxdanco with the WRB mariufacturors recommendations or this standard practice. icr FIGURE 13 EXTERIOR Don't block weep holes. n 3. Secure ale ev l2"-l8•on vertical stud ane.hpth wood,inwlaited sheathing board 6.12.3 The WRB shall be applied in water shodding fashion, starting at the baso of the wall 72.11 Remove the eviousl Itod a which holds the fl of the WF2B at the head. Allow F--i �y Do not interfere With the ARB flop at the head. T'uek the top of the iamb f lashing under the top tom" y applied or exterior gypsum board,use larges head or plastic washer head nails,as a best and Working towards the top. Tho Y�IRB shall be applied to the faro of the building framing flap of the MS at tho head. the flap to lay flat over the hood flashing. Apply a now piece of sheathing tap over the entire practla.Wicb staples with 1.0 inch mInImum crown can also be used.hien attaching or sheathing. ,use adhesives with I ethane,olastomoric or latex base. diagonal Gut made in the WR$. The tape shall be compressed against the WRB and the head y po '12.9.4 Use firm pressure to apply the self adhering flashing to promote seal to window flange flashing, which extends over the iamb (soo Figure 21). 4. Unroll directly over windows and doors.Upper roll overlaps bottom roll by 6,2 TY40 LAYER ARB 5Y5TEM3 and ' 6'horizontally. 5. DOVER intorfaco of upper and lower top plates with Tyvek®As a best practice, 62.! A two layer ARB or building paper (BP) system may be required in accordance with '72.9.5 Apply a piece of flashing across the head of the rough opening. The hood flashing shall „ww i cr i TAPE all horizontal seams at bond joists,headers and roll overlaps with 2 or 3 state and local codes. The window- shall be flashodAntograted with the WRB and into the wall bo cut to•the Width of the rough opening plus two, times the roll width of the flashing,plus 50 mmCQ DuPont Contractor tape. Tape any accidental tears or damage. per the MFZB manufacturer's Instruction. (2 in) (see Figure 14). 0 6. Make a modified "I"GUT In ake. 6.22 After the installation of the second layer of WRB, the cladding shall be lied With a " at the bottom of Tloor above 'f. FOLD flaps Inside around window or door openings.Fasten every b . Weep screed insta I led at the bottom of the first floor and any v Trim excess Tyvelf . or over a concrete masonry unit (CMU). h VEWIGAIL FIf�URE 7 EXTERIOR / �/ NOTE: ly wraap with ��aoovvad surface pattern /� / b P°s�'1on Or p"'° dr` "�°' '7 2 WINDOW INSTALLATION PROCEDURES 72.4 If a rigid or semi-rigid sill pan system Is used, follow manufacturor's Instructions for r r '' '' X' m •� 8. Tack up bottom sill flashing,overlapping rough sill bbuy 4"-5".As a best practice, installation details and Integration With the YVRB and flashing. make two vertical corner cuts in the flashing. FOLd"flashing over rough sill. 7•I PRE-INSTALLATION INSPECTIONI "Wo ism"amp4ma orr� m 4. Tack up side flashings,ovERLAPPINe bottom sill flashing.Cut two 4S"angles '12.5 Inspect aid Clem the back side (interior surface) of the exterior WMrdow mounting flange. ra In Tyvek®from each top window corner. Then,Install window or door aaaording '1.1.1 In the event that the kIRB is Installed after the window installation, refer to ASTM E 2112 Look for any sealant gaps or misaligned welding at the corner joinery. if corner seals aro MNM POOR a: �: C.2 .a to manufacturer instructions. for various sequencing considerations. missing in whole or part,contact tho window manufacturer for the r remedy. wpm v� m LA 10. Install head flashing UNDER top flap of Tyvek®,OVER window flan Extend '1,12 Before Installation Gal occur, the Installer shall t t the MRS to ensure that It is flashing out OVER side flash) 5"-4". Fold top flap of Tyvek OVER hand '12.6 After Gleaning the mounting flanges, carefully run a co�itinvous 9 mm (3/8 � nominal FIGURE 21 EXTERIOR flashing. TAPE both diagonal�� installed In aC.GOrdCli'1Ge with this standard practice and the Y�R�S maNJfaturer'3 instructions. diameter bead of sealant on the back surface (Intortor face) of the mounting flange of the Any tears,penetration or defects within 305 mm (12 In) of the rough opening area shall be window at the hood and both iambs (see Figure 8). Apply sealant in line with any pre-punched '12.12 On the tntorior, the installer shall apply a baker rod and a continuous interior perimeter sealed per the YVRB manufacturer's Instructions before the installation stets. Refer to ASTM holes or slots in the mounting flange. Genesi that bead of sealant across any joinery on the bead of sealant (roe Figures 22 and 23),or aerosol foam soalant conforming to AAMA 812 G�. window frame at all four corners. FIEURE 14 EXTERIOR without backer rod (see Figaro 24), or other window manufaturer approved material between the window ant the rough opening on all sides to form an air seal. This offoctively forms a bak '7.1.3 Tho Installer shall verify that the rough opening to plumb, level, square and true. The Installer shall not) the contractor to Monody:any discrepancies per this standard practice. -7.2.41.6 Apply primer to any exposed oriented strand board (OSB) as required by the flashing dam to pr'ovont water intrusion Into interior. raised, up leg from a rigid nourer.tify matorta can be also be used, if properly air sealed. If a rigid or semi-rigtd sill par was used, Nor rocheck the seal between the sill of the window and the upturned log of tFia sill pan and reseal -1.1.4 The installer shall inspect the fenestration product for damage and repair or replace if '12.9.'1 Adhere the self-adhering flashing With firm pressure across the head of the window on as needed (see Figure 25). nocessory. top of the mounting flange and beyond the rough opening on each side, extending it 25 mm (I in) M 'T.2 INSTALLATION over the outside edge of the flashing at the,jambs (see Flguros 15 and I6). / / N ?K 2X 11:1 22X ' 2X i r M, 72.! In the event that the WRB has not been previously modified, the installer shall complete /,/ 'X I�ir :sir w the following steps: /' / r r i4or i. !. 0 -" Careful) cut the MB In a modified '1" pattern as shown in figure I. The full-I cut of a Carefully / ¢ 4 the JeM is also acceptable. iLr F16URE 8 j' ;/ IPKM Wr won n As on option, the coolant shall be permitted to be applied to the;;=til surtcwo, as opposed to the back of tho mounting flange, in line or ktx;c rd of any pip-punch 'polos or slots. Q, Lid I I I I I I I -7.2.77N 8 i Apply a discontinuous bead of sealant on the hwtor surfaro of the mounting f I at tho2X 2X IL sill. The bead of sealant shall have a minirrwm of U>ib 50 mm(2 In) voids near the ends see FIGURE 22 INTERIOR FIGURE 23 INTERIOR I I I I w� Figure 9), allowing any liquid water that has entered the window opening to exit easily. I I I F16URE 15 EXTERIOR I I I I 2" i0r 29 I I �wr rorty it raw dr Morns.29 M � i aim i *not ne�serste i� i•IRM riasleis� iW wrris t� FIFl1RE I EXTERIOR ,/ / Fold tho bottom and side flaps over and behind the Interior side of the framing (see Figaro 2). HIM HIM 'a'',"" � FIGURE 24 INTERIOR FIGURE 9 FIGURE 16 EXTERIOR Lorna. ro la�. 727.1 As an alternate to the discontftious bo palont,a weep screed or wtckkig -7,2,10 Jamb and Head Flashing Using Mechanically Attached Flashing mochanlsm shall be permitted to be applied at the Jamb ends of the: sill to allow 4 Wator to escape' '12.10.1 Y+ion mochanically attached flashing Is used, the minimum roll width shall be 230 mm (9 in). HIM 727.2 Additional)y, M a rigid or semi-rigid sill parr-W used, ly a bead of sealant to the "sd outboard side of tho upturned log of the pan Where_� WIII Innate with tho Interior side of the 72.102 Apply a continuous 9 mm (3/8 In) nominal diameter broad of sealant over sheathing (wall window and form an air/water seal. sur'faco) and tho exterior face of the mounting flange, starting 216 mm (8 1/2 in) above the rough _ opening (see figure 17) continuing down the iambs to the bottom of the sill mounding flange. FICA)RE 2 INTERIOR 72.8 Immediately sot the window in (3i�e FI IO). jLA9/ Attach the WR5 into position on the inside of the rough opening, and trim any excess as .q�required. Ifi!'.. i2r �' i"� 1liar.. q OL2X M L l 1 �1/ 722 At the head of the opening,starting at the top corner of the window (rough) opening r fir. k-ow - V measure from tho corner horizontally and then vertically a distance equal to the roll width of fir..*. - irr- F I GORE 25 INTERIOR the flashing to be applied,and mala a mark (soo Figaro 3). � � / O �/ 72.12.1 In cases whore shims cause interference with the application of the backer rod or L soolont, trim excess shim material to allow for a continuous alr/Water seal (see Figure 26). In all _ liar.• / /,/ X / Gases, make sure the entire perimeter point has been sealed, creating an air/Water tight v / condition. LL � ' er 2c .per cola � v � w�29 IM - � � r ooNonra voor�ana FIGURE 17 EXTERIOR �- Ar oR FIGURE 10 72.10.3 Gut iamb flashing to a measurement equal to twice the roll width of the flashing being Bold tho window aril Into posltiOn and =141 10 ce rocplr ed to ensure tho Widow is used, plus the helgnt of the rough opening, minus 25 mm (I in). sot plumb, lovol,square and true. Poston the PROF Wriotsr' soc holy Into positlon h / accordarco with the mariufaGturer�s Instructions. For sealant coverage,orouro squeeze 72.10.4 Apply flashing Inline With any pro-punched holes/slots in the mounting flange and cover ,; . sx 2` out under the flange and in fastener holes (soo IU. any fastener heads (soo Figure 18). / Its) �- HIM I FIGURE 3Ck EXTERIOR ~ � At a 45° angle, corofully Gut the tho MB on a diagonal (roe Flguro 4). Ropeat this stop on ice' Or Owe opposito corner. _ rbc FI&JRE 26 INTERIOR ~ 72.122 To ensure uate otoction Inst extrome wind driven water loads (12 f water loads), it is critical that the perimeter interior air and water seal between the window and the sill pan flashing is able to withstand this pressure load without air and water leakage. Special caution needs to be applied to the interior cornors. &.0 POST INSTALLATION fBQQC2k&= DRAW SYS W= aao a 8.1 The Installer shall ensure that tho fenestration product frame and sash are installed plumb, level, square and true,Within tho specified tolerances. GHEGKW BY: FIEURE II EXTERIOR FIGURE 18 EXTERIOR 8.2 The installer shall ensure that all sash move frooly within thoir frames and that weather stripping or compressible seals make full contact with mating surfaces. D ` 3/2$/16 2K � 8.3 The installer shall ensure that operable hardware such as locks,cracks, latches and hinges wig MW operate smoothly,and that all Ioc," mechanisms engage and operate properly. SGALM FIFURE 4 EXTERIOR 8.4 The installer shall ensure that all accessories and other of the fenestration product assombl aro present,such as scroons and hardware. JM NUMBIM tx y tx - � O� 3872 85 After installation of the window, drainage holes shall be Inspected for blockage G�♦ of any obstructions to allow drainage. of ♦� �Nlro O 0'� ,Z r*"No: w�'OFFICE COPY � 55 of g� S E z CQ MU c�, ~ ce WOOD FRAMI NC a 16,10.0. NOTES : NOTEmms : 0 I. PROVIDE CONTROL JOIN '5 ; � SIEA�TH I NC WHERE MOVEMENT IN STUCCO o STUCCO SYSTEM SHAD x OR SUBSTRATE 15 a p EXPANDED METAL LATH (SELF-FURRING) CONFORM TO ASTM STANDARD G SHEATH 1 NC ANTICIPATED: 1063-06 AND STANDARD C d126-ciao - AT FLOOR L I NE51 OUSE WRAP -MOISTURE HOU5E HRAP -MOISTURE BARRIER (2005) - AT D 1551 M I LAR (LAYEiR I- DRA I NA&E PLANE HRS) ARRIER (LAYER I) CONSTRUCTION MATERIALS - AT EX 15T I NC BU I LD I NC OR 2. 5UCCE551 VE GOATS SHALL. BE .. . CONTROL Jo I NT5 IN STUCCO S`i 05TEM THE APPLIEDA5 50ON AS POSSIBLE AFT CONSTRUCTION, WATER RESISTANT BARRIER THE UND RLY I NC COAT HAS SUFFICIENT :. (SCRATCH AND BROV qN COATS) - AT GHAtiNC E5 1N BU I LD I NC � (LAYER 2- BOND BREAK HRS) STRENCI HAND RIC ID TY TO RE51 ST HE I CHT, STUCCO SCRATCH COAT (3/8" THICK) MUST BE DAMAC WHEN THE NEXT COAT 15 - AT COLUMNS OR CANTILEVERED AREAS, HORIZONTALLY SCORED APPLIED. A MIST CURE SHALL BE W MA I NTA I D A5 NEEDED FOR CLIMATIC MATI G • � �" • • - AT MAXIMUM 144 FT L STUCCO FIN 15H COAT � INTERVALS..4 M 15 CQ i CONDITIONS. , 2. DO NOT EXCEED LENGTH TO 5T UGGO BRONN GOAT (3/8" TH I GK) - CONTROL JOINT !nl I DTH RAT I D OF 25: 1 IN 3. LATH I NC SHALL BE CONNECTED - EXPANSION JOINT LAYOUT >'' �-- TO THE TUD5 WITH 149a, 1 " LEC, " Y ' : ' . ;• AND DO NOT EXCEED MORE o STUCCO FINISH GOAT (I/8" THICK) 0ROkgN TAPLES SPACED AT '7110.0. CQ THAN 18' (5.5M) I N ANY � t DIRECTION WITHOUT AN STUCCO TEXZIJRE GOT : r EXPANDED METAL LATH o b A 4. SHEETS OF LATH SHALL BE D 150ONT I NUOU5 AT JO I NT CONTROL JOINT. •o r 3. PR W OV I DE CONTROL JO:NT STARTER5TARTER STRIP OF WRB I N5TALL D IN A HORIZONTAL OVER THEMOISTURE OR I F-NTAti 1 ON AND 5TA C OEf ED ON THE :. : '. HALTER RE515TAtiNT BARRIER BARR I ER AND LAMP THE ; m m z WALL. (LAYER 2) EXPANDED METAL LATH 0 ti -- 40 OVER THE JOINT FLANCE5. •a .0 WEEP 50RED TERMINATION METAL. LATH MUST BEcQ C3 0 (SEE WEEP 5GREED 5ECTI ON) 5• LATH SHALL BE LAPPED Ill ON D 15CONT I NUOUS AT THE W ENDS A �" ON SIDES- WIRE TIE OR EXPAN51 ON JOINT FASTEN O FRAM I NC. IF LAPPED ACCESSORY. L' BETWEf=ts FRAM I NC MEMBERS W I RE TIE AT 4. LATH SHALL BE STOPPED AND FOUNDATION Q 110.0. . j TIED AT EACH 51 DE OF THE CONTROL JOINT- DO NOT 6. ATPS IN THE WATER RE515T I VE STAPLE BARRIER; (WRB) SHALL BE MINIMUM 211 ON ENDS AN SHALL BE SHIP LAPPED?`. rt. 1 N5TAL.L 5TR If= LATH AT CORNE OF OPEN INC 5 TYfi'I GAL STUGGO INSTALLATION NOT TO SCALE STUGGO CONTROL JO I NT NOT TO SCALE 5HEAT+41 NC EXPANDED METAL LATH (SELF-FURRI NC) N07ES : STUCCO SYSTEM 1. PROVIDE STEP FLASH I NC (SCRATCH AND BROWN GOATS) MINIMUM 511 " (1 ow) (5) COAT STUCCO SYSTEM (7/8" OVERALL) STUCOO FINISH GOAT EXTEND I NC UP THE WALL. HOUSE WRAF -MOISTURE THO LAYERS OF HATERPROOF I NC . 2. PROVIDE STU GO SYSTEM BARRIER (LAYER I) �-� (HOUSEht�P + hlR3) . . . OVERLAP OF THE STEP : HATER RE515TANT BARR I EfiR FLASH I NC 2" (50MM) AND (LAYER 2) TERM I NATE 5 rU000 SYSTEM •s` `:4'. .Y " (50TERMIMATE 2MINIMUM 2" (✓ MM) EXTERIOR SIDE OF SHEATH I NC MM) ABOVE F I N I SHED ABOVE THE I N I SHED ROOF. . • .. . •'•v:• __ HELD FLUSH WITH FOUNDATION CID SCREED WALL : :°: :; • 5. TERM I NATE T E STEP ___► + _ + STEP FLASH I NC FLA�SI-I I NCS Jul I H A 1NEEF SCREED v < WATER-TIGHT D i I VERTER v SEAL BETWEEN _ � ' (K I GIG OUT) F ASH I NO TO 0 GABS I NO BEAD AND D I REGT WA OFF OF THE WEEP 50REED SURFACE o D I VERTER '-` 15 50L I D OR PERFORATED --_ .. .•: WALL. � � � + , ,• • "l " '• .` Lu ROOF FINISH �- '= 4. FRDV I DE A 5/61100 MM) +: JOINT AROUND THE D I VERTER D I VERTER FLASH l NC FLASH I NC A SEAL. GRADE - v O Y Iuov EDC E FLASH I NC til 0 Oy < � < � I 570UCCO ROOF/NALLD I VERTER FLASH I NC WEEP 50REF-D SECT 10N NOT TO SCALE NOT TO SCALE PRAWSYS CSC �3Y: DATER 3/28/1 b SCAR S .bs 0 38 2 O �c� 6 5 0NL o�, NOR ICE COPY G s �s 2or i g ELECTRICAL LEGEND g I 2.s IIOY DUPLEX RCPT.. Q TIi3 M05TAT I i PUSH BUTTON I II�IGATES H6T.A►.FF. �� g i I'oo 0000 GI'N1�5 nov I SIDE SWITC+w ® SPEAKER , YIEATIER PROOF OUTLET Q INTf�tIGOM STATION I [( INTERC.OM PANEL i e ----------------------------------------- ---------- ------------ � g � g 110 FLOOR OUTLET ® YOl.1JNE CONTROL �� w e �� `� ——————————--———————————---— �---�- -�--j � ua oun.Er oN GROUND TWD WAY SWITCH � sg � FAULT CIRCUIT i , I I I I i r----------- J I I I 220VOUTLET s I WAYSHTGH $' I I I I 6ARASE DOOR OPENER I I I 'I WO FOUR WAY SWITCH i I I T DEDICATED OIr-.ET I p I :.:.:.::-:.:;:.::::; :.::.::.;:.::.:..:: .I .UNCTION BOX O p SWITCH DIMMER I I I I :=> ...._._.............................................................. ......>::::>>::>::::::>::>::::>:::::_ ® � I1+ M EXHAUST FAN DOOR J" :.. ::»: <>:: .. ,� €: ---------------- - ------ >::: I �u _ __ I INLINE EXHAUST FAN-LIGHT ® CEILING FAN PRE-WIRE <` :::: I :;::::.::.::.::.::.:::.:'.:'.::.:::.;::.>::» ::.::.;:.::{.::.::.::.::.::.::.::.::::.:.::...::.:'.:.:{.;:.::.::.;:.:::::.;:>.;:.::.::.::.::.:::.>:.::.::.::.:::.:_:{:>:: ,amu 5 I o 0 0 ... – ––- :.. ...– _––_ I 11 EXHAUST FAN-LIGHT-H>JM�IDISTAT p >::: ::.> :: – ,� 1 :>: / _ _ I ,H,. �1015TURE PROOF) FLOOD LIGHT c� ,_,I ::::: j i _ <> \ // I GEILINE MTV L16K I o j ::>:: – i I / :.::;:.::;;::.>:::.>::::.::.::. CEILING FAN e� a \ ::: // I I 42� / WALL MTV LIGHT _ _ ... ------ ^c°� <::<.>:<:<... I :. I _ I LL / I I -------------- --- _..._ _........ I I w/HOOD / OPTIONAL d' I . I - .,.,o�� 1 ...* :: :.::.::.;: I I ! _.. - - :.;::::-- 1\ I ! 42 150KERN I LIFIfi' GEILIFI6 FAFIN..I6HT °D °� a ::»: ___ -- - --L--F --- T I _ 1 I` --- :::::>::>:::::: ::;:: �' . :z:::>::::: . > .. ::: ,. .. :_ I \ '/ I >::»::; �--- ---------- - -�- ----- BALL I 1 I t I \ 1 I I I lO Rtf. 1 1 I TRACK 116FIT :::;:: 1 1 I t.:__. x w O I I �-l .. I 1 I ! I 1 ISTURE p, :<: :: .:: ::>:.: I I I I i I i ! I -_ _ / <::::::<:> LL== 1 1 :> '� PROOF L&4T I I I I I I I \ ® P I d 1 ' AFEL :::<i .. ::::: I I I ::>: I I I �- ::»:«:::»::::::::::::>:::»::>::>::>::»> \ WALL 5C.ONGE (�� ::»: I I I i ! I I ! { II // \\\ 1 / I I ♦ TiltFFIOFE OUTLET I''� --- v 1 J I \ { I /_ `_ i i va E MODEM LIFE 2'x 4'FLUOR FIXTURE .. L__ :::- I I I ' I \ 1 I \\ I 1 i I I to TELEPHOIIE FLOOR OUTLET I I I e"'' \\ 1 III \\ \\ { '» -------L----,,- I ---- --- I TMn GABLE TY OUTLET , I I I I I // \\ � I I \\ �\ 1 I rt ® 10 x 4 Fl.1JOR FIXTURE �, >::: :.>:.. \ - .... --- -I ---------- 5MOKE�CARBON F�ONOXIDE i I I I \.` / -- \ \ III �\ 1 1 I I DETECTOR >:; :... I I .. __ \ .. hP. I TUBE LI61iT �... i -----'' \ \ t \ r --- - \ I \ { < . I I I O-"'� ALARM KEYPAD I I I I .. :--..._.. _._ ........ \ \ I I---1 :::. :::. \ I I I ::.: ^, I I I ::: i/ !M'ICa. __. _ \ \ I I / _ j 1\ I I �4 SECURITY CAMMA `w ===== UNDERGOUNCI'�LIGHT :: ::;::: ' ::>::. I I _< _. \I I I I i ::: \ �__ :.:;: I I :> ... '.::> :":.:::::.::::....:.i>: >: I I I i >> - • / >; :: \ I I + GHAWIPMANT LIGHT T T I I r------------------ `--- I j \ ,� w .UNGT10N BOX :::: :.>:.: I ASI / 1 ::::> :: I I 1 —,��`` / / 1 W/G / I I n - I—I I I `` I I - = MGI / 1 ------- -:=- / - ----L-- I I ::: <:.;: ::» ::: - I I k-� ------ --- - - :...; I L------------------------- ----------------------, 1 1 / I I NOTE: ---------- -------------------------, I I WAG / I I --------------- r---------- ------------------------------------------ t 1 �� :: I /ter'' /� \\ j I I SPECIFICATIONS, PRICE SUMMARIES,AND CHANGE ORDERS TO SUPERSEDE THIS ELECTRICAL PLAN p I I - I _........\...._....: / I i II II / I / I I T I HE P URP OSE F O THI P S LAN I T S O BT tit O AIN AN ELE CTRI AL � C PER MIT. FI XT R U E WI S S T H C L ATI OC ON S ... >:::: :. I // I _ / // \\ .... \��/ \ I I AND RECEPTACLE LOCATIONS SHOWN ON THIS PLAN MAY BE INACCURATE DUE TO FRAMING OR Q'i i I �'I•G' I s \ / ---moi 1 I I MECHANICAL CONFLICTS,SITE CONDITIONS,AND/OR BUILDING CODE REQUIREMENTS m I I I I � I \ I I // 1 { I i O b a v� I~ o I I I I — I -----trt // I I I o -= / THE PURCHASER WILL DO AN ELECTRICAL WALK THROUGH WITH THE PROJECT MANAGER DURING ::. I I I I I I I I \ i/ I I ________ J ASI I I // CONSTRUCTION. THIS WALK THROUGH WILL IDENTIFY THE PREDETERMINED LOCATIONS OF I I 3 / RECEPTACLES BY THE ELECTRICIANS, IN ACCORDANCE WITH LOCAL BUILDING CODES. AT THIS k,� a�'p . ::;::: ___ TIME,SELECTIVE LIGHT FIXTURES PHONE AND TV J o A .......... ;:.;::.;::::; ACKS WILL :>` ::;::;:><::<: BE DETERMI � :::.::::.._:::::.:._:::::..._::::::._::::::::::::::::::::::::::::::,.:.::::::::::::::::::::::::::.:::::::::::....::::::::::::.::.::: ,..:..._._::::.: ................ .. :.>:::.>.>:: NED BY THE ....................:.:. :..:.:........::...,:.,...... .. ..... .............. _............................:. ... ,..yv................................... ..y v... ........:...................... .:.:::::::.::::::::::::.::::.:::::._::::'.i:;.:.:::::.i:::y: ,:.: ;:.::;:.>:.:;;;::.;;: >:;:-.-'.<.:;. PURCHASER A I I ———— —— i T T_— I- S TO THE PREFERRED LOCATIONS I m j j i r-- I s i I I I //_—�/ I I AGI I II I I I as ® H J L J _/ I \ I i I I I I I I I I I I I , I I � 1 \ I I I I I I I I � � .5q I '.- -- :.� I i I REF. 18'ERZ- / 1\ \\\ I I I I I I I I p 0 I I ;: ;;:;<:<:.`< 1 I , I I \ \ i-i, I I I I 1 1 IIFGI W j I :` (<� KIT / \ \ /�-- —__ I I ...1-L_ I I ti I I �---------------------- ---------------------------------------------------------------- >1 _ - .. i I `� �€ <I :' I �-- I I � �/ I I `\ � i i I I �� I I � I I I1 ' \ i I -{ - I-..I \-�-` I I 1)ALL 120 VOLT,SINGLE PHASE, 15 AND 20 AMP I i .-.�.i __ I \ / I I :......I /..,. I_::1. I I I I I »' »'><»:>:': t - t BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED I _;.;:. I i \I ~ I I - ~ I I ~ / ` I' ~ I I ~ t 1 IN DWELLING UNITS, FAMILY ROOMS, DINING I 11 _ I I / 1 ..(.. . ,< I I ..... _...... :::.::::'»::::;:: OMS, LIV OMS,PARLORS, LIBRARIES, } 1 } »>>>'> '::'.`.'>. >` DENS, BEDROOMSO,SUNROOMS,RECREATION I l I — 1-- ' I I } I I } �Iljl V I - �' I I IW 1 I .. ROOMS CLOSET H �— J ALLWAYS OR SIMILAR ROOMS i I I, [ I I I S, , I I I I p - I \ I. I I I { 10 1 I R O AREA J I I HA I S S LL BE PR T I I I I 1 — 1 I I I { I O ECTED BY A LISTED I I - { \ I I I' I I .1._ I I 1 ...I. I COMBINATION TYPE ARC-FAULT CIRCUIT I I ,. 1 I Ii I I ' . I I ` I I N?u l+OG1111011P13t01rFR I ER("A.F.C.I.")INSTALLED TO PROVIDE —JJ---�. =_ —I-(—=-----------L- I I I —1-— — -- — T; —-——— ———- ———+—— — PROTECTION OF THE BRANCH CIRC [- 1 I I::. -- -- —�- I I I I I /� I I { I f I I / I I I I 2)ALL 125-VOLT,SINGLE-PHASE, 15 AND 20 I I TO ATTIC I I - _— / I I { E I I // I_--1. .. . _._........ I AMPERE RECEPTACLES INSTALLED IN I I LIGHT I I .} ' _ / ,j I I / �.- I I F - I ! I I // I 1 ! I BATHROOMS,GARAGES,BOATHOUSES,AND `` I `►-\ I I I I I _ - E- I I ♦- \....I. I I - I I 1 I GRADE-LEVEL PORTIONS OF UNFINISHED >: PENT- }" 1 ACCESSORY BUILDINGS USED FOR STORAGE OR C I I O I I /I I i I I \ I\...I- i l / I I ' ' M LI6H�— , WORK AREAS,OUTDOOR RECEPTACLES(MIN.ONE >' I } �! } } II GUILE N ..... _...... .:::::.::::::.:..:.:.... _...... .....:.,..:.:..:. _..... .... —--——- / 1 / AT FRONT AND BA _.. _..... . I I . . CK OF DWEL . .......... ............ . ...........:. ::............................. ..._.... ....................... _.. -._._. ._..._ __._. ._.............................................................................. I I \ LING AND ONE _........................ - _............................ _...._....._.... . _. . _-... . _ .................................................... ...... .......... __............... _..... ..__ I �, ...."........... ........._.................... . . ............................. _ .. ........................ _..................................._................ .... .......... P X _...... ................ .... _......... -............ _..._....._.... ................. .... .......................... .._.._........-..... .... ........._ ....................................... .... ..... ... . . .. TtoN yet I .......... ...............__. ..-.............. . \ :::::::::.::::.:::. ........ ....................... ................ ....................... _..... ::::::::::::::. I / - , {.;:. ,- i I I \ G !\ /E I I I / I ► LOCATED AT CONDENSER UNIT),AT OR BELOW _ / I I I \ I I I I \ i t . ,/ _ <::.% // I L:;. I I WL SPACES,UNFINISHED BASEMENTS, w --------- <; —.. �. AP�i I I \ , , / \\ // \ \ _,..: _---��- / / 1 1 / \ I I. - I I KITCHEN OUNTERTOP SURFACES,OUTLETS WITHIN == I , , :__ �� — \ I \ / / �� I 1' I I 6 FEET OF LAUNDRY, UTILITY,OR WET BAR SINKS, w» ..... ..--. —— I . / 1�t.1 G O + \\ —__——_—` i i i ' \` t fi �\ \ I i I I \ / // I I '-r-r— I I BALCONY,DECK,OR PORCH(GREATER THAN 20 w / I \ /�� \\ =1 =1 .1 r' I I /o I ( \\ \� I I I 1 / yam/ I I I I SQUARE FEET),SHALL HAVE GROUND-FAULT a .... :;:: ,a ::: ::: / I I` - -------- \ III I I ! / / I I I I I I CIRCUIT INTERRUPTER( G.F.C.I. )PROTECTION FOR ::. I PERSONNEL. `° 1 ::-. d ! - II x n to n rr rr \ \ I t 1 1 I s r f 1 r-+ 1 I I \ I I 1� I I I I ! I I I I I I - , -... .. . TN6 QOM \\ elCl 6FGI NrGI 3 ALL ELECTRICAL WIRING TO BE IN �` ::: - r11FGl J \ I I I I I — CCORDANCE WITH ARTICLE 200 OF NFPA 70A ...... I II I ; --- ------- --- -- C l :::::::...:.................. -..............................._:..::::.::::.::..::................-......__.....__........::.::::::.:::::::: I I I I _______ ____ _ I \ :; :.:: :........................:. w I I I I I I I - ---- --------- �::<�;:.;:.;:.;;>;;>;;>:>;»;>:.::.::>;;:::ii:S::YiSiis::ii::::;::;is>:::::.:;>::::::::::;::rS::r:::iss:-i:::::::;::::::;::::;:;:z:;::i::iS:?:S:R�S:z<;::::r: 1 - I I I I I , I 4 I I ; , , , 4)ELECTRICAL INSTALLATION TO MEET THE �'' w - .-- ::. r n / \ �� Y I , I , , , , REQUIREMENTS OF THE 2011 NEC. ;: �� :_. .............. .... I 1 I I 1 I I I 1 :'`.:.:;>:.... I I I I I I I I ::::"': II . . [,,,., :. :... ..::.::.......:.........................................:::.y:_::...:::::::::..::.::::.::..::::::.::.::::::.:_:.:::.:::::::.... .. ......... .... ....... ... ..... I 5 00/o OF ALL INTERI R A . . O ND EXT \ ERIOFc T ) ANCL6 i cz II \ II I T1 O I I I 1 _ I PERM A WATBt NENT LI H 1 G T FIX _ I I T R I I I U E S USE F 11FG� C ULED —— I I \ \ LAMPS. :, 1 I r----- WIFE I I I L MIXT. ! { FFAT� 1 I i i i i i ' c 1 I r I I I I w - I�fGi , s s B e 6 ALL CAN LIGHTS ON DIMMER WIT .: :.: ::: S • 1... . .. . I'r/G >° CH _- :. ::> 1 i Rtf. \ \ »: \ \ \ \ �� I 1�1.1.G. -- — — — — 1 :- II J I I I :<:': \�_ :.I s rs I f1 �. {. �+. _ _ _ C_ �: `� I I ..� I i I I I L_ o 1 I LO _J I I I I \ ---�--- e�ct L— L _ :: \ -- 1 I I I »>: :.:.....:.:: \ : - TUB/ \ I I I 1 :>: .:::....::..::::.::::.:::._::::.::::::::.:._:::::::._:::::::::::::.:.::::::..;.:.:.::.. ...::::::.>:->:::..::::::::.::..::::::: 1 I I I i :%:': \ ,: \ \ p =__ --- I .. �FGI \ \ I ! I 1 \ \ I I I I -.. I I T T I »,� ti \ 1 »: .. I 6FG 1 I I 1 \ ::. I { I I I I I i / , 1 <: \ ,cru ��:�::.:: :.:::.:.:.:;:.:.:::;:.::.::.;:.::: .::.::.::.;;:.;:.::.:;:.::.;:.>::;.:::.::.;:::.;:::.::.::.::.;:.::{.;:.::.;::.>:;.:::.::.;'.;:.;:.:::.::.:.: :;:.;:.:<:::.; � :::;; ::; / ::::: 2 1 ::::>: \ : * . ...:::..:..:.::..::: .. .:::. :< / :... ::>::: \ \ I - / \ / ` _ : : -. ::::: JOU _...a119GY�IGL............_.__.. : 4 \ ----- -- ----- :> :::: >: \ -- ::::; .. .... ...... . ........... ..............: >: G W/ ><:: ---- >: 1 .,.y : ;; -- :<:::> ----- \ :::::: 5 I.G. I -3 >: \ \\ r \ :.: _. :>: :::::: ::: s >' :; . .: IIi�GI / »r >: »::: :: :::;:: TUB✓ dlCl _ \ \ / �\ 1 / a \ / / \ .,HOY�L \ I \ / I \ ,, - ,_ :: :.: -- .. \ _ _ ;;.:' .::......::..::.::.::. ;. 1 1 ::.: / :.: x�c1 J :} _. n : \ SI.101 .::: 1 / / / C�.,r : i 1 J I \ / . a :: . :;: NVG \ // 1 / �__ I // 1 I 1 ] _� MM >. :< :z::: ::; 1 I .� AM :::< / , _, 5T / .... I / / 1 __ :::> -> I / 1 _.t : ::: / _..... ....... . .. ............ :...::.::.:::::::::::..:: : ::::::: I :: .::. _:::.._:::::::.::::: _.................... I _— :. _ ........... . ... __ _ :::.. .. :.i:.:::.i:::::: _._ __ . I /' I I I / _ / - ::: �// ~\ / I I e1�1 I III \ 6ARA6E, �_ I i I I Lu o ::::>: III \ I :::::::.::.y_....v.....v..::..:::::.:::.. i>i: / I I �- V :<:>: ..:::::::.:;i.•ii:is 1111::1 i ::::-:.:•:::•.�:}:;.�::::::::: :....:...........:.:::::n:...y................ �::.............v. :. I I I .. ........ ..... ...................n.- ......... .... .. y............................................. / ::..:.:..:.:::::Liz:;;>:,;;: .. >: 1 / ., 1 I III _. :. :.: C. .... :-:: ... �� ::: I / ::< I :.:. ::: — :.. ,:; / 1 -� - I- .• I I ___ –_ r,': TIME :: L -. :.::: L�E� III 1 ... ...:: ,_ / / /� \\ 1 II ... \ / --- if k`I ..'.. \ :::: . :::. ::: r_ - ai: :a I I // I I \ III >_ �`` :. ,.:I :: : . :: _. : > ::' . . / :. {:. \ ::>: :: .,nom s=; ::: :: � >y i r \ IIFCI :. \ / -• :1 I = _ �, z- i \�\ \ / :: :. " z s:.: ..., n� �/ O –-- i I I �"" II I v I I X> - lu I'.:i.. :: ::: I a i I I . + <: , I.G. I :::. . . .:: :. ,... K. I I 0 x: : :: I 1 :.::.. .. ::.: 5: ::. :. :: :.fix., z r ::: :. .. I :: ::::. _ .. .......... .......... :.::.:.::.::::::. ............ —� V .< < II II \ ,:: I I I I I I I`i I.L...L.I_, I`1' I :: :