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109 BEACH AVE - NEW HOME DRAWINGS / P . 0 ES � __ TABLE 1IM01.1 . AE3E3R5- . .__­_ __________________.__ N T A"OKABLE DEFLECTION OF STRUCTURAL MEMEERS BI[- I ,G ° APPROX - APPROXIMATE H'GP - HANDICAPPED PR - POWDER ROOM o STRUCTURAL MEMBER ALLOWABLE $ - AND HOT HEIGHT P5F - POUNDS PER .1 a ��b - (1) IT 15 INTENDED THAT THESE DRAWING5 ARE PREPARED FOR BUILDINGS THAT WILL CONFORM TO THE (8) FOOTINGS ARE TO BEAR ON FIRM, LEVEL, COMPACT NATURALS IL, FREE OF DEBRIS OR LOOSE MATERIAL, DEFLECTION ® - AT HW - HOT WATER SQUARE FOOT °� il 2014 FLORIDA BUILDING CODE, RESIDENTIAL. OR UPON SUITABLE 501L THAT HAS BEEN WELL TAMPED AND GO ACTED IN ACCORDANCE WITH THE HDR - HEADER P51 - POUNDS PER I 8 A ffi * RAFTERS HAVING SLOPES GREATER THAN 3/12 WITH NO BM - BEAM 1. _ SQUARE INCH ° � aa° � " 'FOUNDATION NOTES' A5 SHOWN ON THE DRAWIN65. BUILDER IS RESPONSIBLE FOR IN5URIN6 THAT THE L/180 IN L INCH _ Itl p �+ a FINISHED G BILK - BLOCK FILING ATTACHED TO RAFTERS _ PLY Wb PLYWOOD �b 5° I NGL I NGLUDE 501 L MEETS ALL APDL I GABLE STANDARDS. - a THE MAXIMUM ALLOWABLE NUMBER OF STORIES AND HEIGHT PER LOCAL ZONING ORDINANCES AND BD BOARD _ 9 (2) INTERIOR WALLS AND PARTITIONS H 180 _ INFO INFORMATION $ .0 d THE 2014 FLORIDA BUILDI NG CODE RESIDENTIAL ARE AS FOLLOWS: / BLDG BUILDING _ ° .. b PER _ ID INSIDE DIMENSION ° A MAX. NO. OF STORIES = (3) (1) CONCRETE MASONRY UNITS SHALL BE COMPRESSIVE HOLLOW LOAD FARING CONCRETE MASONRY UNITS, BTR - BETTER IN5UL INSULATE REQ1D - REQUIRED $° a1s A A° A B) MAX. HEIGHT = 35' FROM GRADE NORMAL WEIGHT, W I TH A M I N I MUM GOMPRE551 VE STRENGTH OF 3 O P51 FLOORS/GE I L I N65 WITH PLASTER OR STUCCO FINISH L/360 RM - ROOM 9 e �,84 g 0 a' INT - INTERIOR - .. °� °o-, CLO GEILIN6 REGEPT - RECEPTACLE 18 ,, ° gg? 3 THE BUILDING CONTRACTOR I5 RESPONSIBLE FOR COMPLIANCE TO THE CODE REGARDLE55 OF ANY (10) ALL CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH ® 28 DAYS: ALL OTHER STRUCTURAL MEMBERS L/240 q - CENTERLINE JT RES - RESIDENTIAL "' °I ;a�"IN O A) SLAB ON GRADE-2000 P51 COL - COLUMN - JOINT R'S - R15ER5 ° $g M1551NG OR INCOMPLETE DETAILS OR NOTES. B) FOOTIN65-2000 P51 EXTERIOR WALLS--WIND LOADS (A) WITH PLASTER OR 5TUGC0 FINISH H/360 GONG - CONCRETE J5TS - JOISTS RD 4 5H - ROD $ SHELF E� 0 lil j - (4) THE BUILDING CONTRACTOR AND HIS 5UBGONTACTRACTORS SHALL CONFORM TO ANY LOCAL ORDINANCES AND CONT - CONTINUOUS III I °bI,° (I I) STRUCTURAL STEEL SHAPES, PLATES, ETC_ SHALL CONFORM TO STM-A36, FB = 24,000 PSI. EXTERIOR WALLS WITH OTHBR BRITTLE FINISHES H/240 COMM - COMMERCIAL L - LAVATORY 5 - SOUTH U I g �, �Iw SHALL VERIFY ALL DIMENSIONS, MATERIALS, AND CONDITIONS AND SHALL NOTIFY THE DESIGNER OF "E"= 21,000,000 PSI. GR5 - COURSE LT - LIGHT SKY LT - SKYLIGHT "� ° ANY DISCREPANCIES PRIOR TO PROGEEDIN6 WITH HIS WORK. EXTERIOR WALLS WITH FLEXIBLE FINI5HE5 H/120 (D) LL - LIVE LOAD 5H - SHELF (5) THESE DRAWIN65 ARE PREPARED FOR DE516N AND STRUCTURAL REFERENCE ONLY. THE ELECTRICAL (12) WOOD FLOOR J015T5, CEILINGS, RAFTER, BEAMS AND HEADERS HALL BE DL - DEAD LOAD 51415 - 5HELVE5 FLOOR PLAN IS INTENDED TO ONLY SUGGEST LOCATIONS FOR FIXTURES, OUTLETS, AND SWITCHES. #2 OR BETTER SOUTHERN YELLOW PINE, KD 11, 545 SIZES. LINTELS 5UPPORTIN& MASONRY VENEER WALL5 (E) L/600 DIAM OR - - DIAMETER MAX - MAXIMUM 5TOR - 5TORAOE ELECTRICAL, MECHANICAL, PLUMBIN6, AND OTHER BUILDING SYSTEMS, IF ANY, ARE TO BE DE516NED, DBL - DOUBLE MEGH - MECHANICAL 5TL - STEEL ENGINEERED AND ARE THE SOLE RESPONSIBILITY OF OTHERS. (13) IF ROOF OR FLOOR TRUSSES ARE USED, THE ENGINEERING AND MBER SIZES AND 5PAGIN6 NOTE: L = SPAN LENGTH, H = SPAN HEIGHT DN - DOWN MET - METAL 5U5P - SUSPENDED ARE THE SOLE RESPONSIBILITY OF THE MANUFACTURER. DWG - DRAWIN6 MIN - MINIMUM (b) NOTED DIMENSIONS TAKE PRECEDENCE OVER 50ALED DIMENSIONS. A. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.42 TIMES THE COMPONENT DIM - DIMEN51ON MIR - MIRROR T'5 - TREADS (7) SUBSURFACE 501E CONDITIONS INFORMATION HAS NOT AVAILABLE PRIOR TO THE PREPARATION OF THESE DRAWIN65. AND CLADDING LOADS FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN. MISG - MISCELLANEOUS (TVP) - TYPICAL u B. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE THE LENGTH OF THE CANTILEVER. ELEG - ELECTRIC T$6 - TONGUE 4 GROOVE ESIONED FOR A 2000 P5F SOIL BEARING CAPACITY. CONTRACTOR EXP - EXPANSION N - NORTH . �J THE FOUNDATION AND FOOTINGS ARE D G. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN ROOFS OR WALLS OF SUNROOM H EXT - EXTERIOR NTS - NOT TO SCALE VLT - VA O F -I ANGIES PRIOR TO PLACEMENT OF FOOTINGS. ULT SHALL VERIFY AND REPORT ANY DISGREP ADDITIONS OR PATIO GONERS, NOT SUPPORTING EDGE OF 6LA55 OR SANDWICH PANELS, NO - NUMBER � THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L /60. FOR CONTINUOUS ALUMINUM FT () FOOT W/ - WITH 0 I� STRUCTURAL MEMBERS SUPPORTING EDGE OF 6LA55, THE TOTAL LOAD DEFLECTION I c 11 __ SHALL NOT EXCEED L/1-15 FOR EACH 6LA55 LITE OR L/60 FOR THE ENTIRE LENGTH OF THE FG - FIXED 6LA55 OPNG - OPENING W/O - WITHOUT «t a MEMBER, WHICHEVER 15 MORE STRINGENT. FOR SANDWICH PANELS USED IN ROOFS OR WALLS FIN - FINISH OA - OVER-ALL � y, _ _ OF 5UNROOM ADDITIONS OR PATIO COVER, THE TOTAL LOAD DEFLECTION SHALL NOT FL - FLDOR OHP - OVERHEAD DOOR $4 EXCEED L/120. IST - FIRST o/ - OVER o 4 SECTION M1505 8311.3 FLOORS AND LANDINGS AT EXTERIOR 0085. D. DEFLECTION FOR EXTERIOR WALL WITH INTERIOR 6YP5UM BOARD FINISH SHALL BE LIMITED FLUOR - FLUORESCENT OPT - OPTIONAL 0 �V I NGE AGGE55 THERE SHALL BE A LANDIN6 OR FLOOR ON EACH SIDE OF EACH EXTERIOR DOOR. THE WIDTH TO AN ALLOWABLE DEFLECTION OF H/180. FTG - FOOTING � 4) APPL A OF EACH LANDING SHALL NOT BE LESS THAN HE DOOR SERVED. EVERY LANDING 5+-TALL HAVE E. REFER TO SECTION 8703.7.2. FOUND - FOUNDATION m MI305.1 APPLIANCE AGGE55 FOR INSPECTION SERVICE, REPAIR AND REPLACEMENT. A MINIMUM DIMEN510N OF 36 INCHES ITTcII4 D AVE AD IN THE DIRECTION E TRAVEL, EXTERIOR LANDINGS SHALL BE PERMITTED T HAVE A SLOPE NOT TO EXCEED I/4 UNIT GYP GYPSUM 0 REPLACEMENT WITHOUT REMOVING PERMANENT O APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR AND L VERTICAL IN 12 UNITS HORIZONTAL (2-PERCENT). CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, EXCEPTION: ------.------- - 13- 0 SERVICED, REPAIRED OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES DEEP AND 30 INCHES WIDE (162 mm BY -762 mm) EXTERIOR BALCONIES LESS THAN 60 SQUARE FEET (5.6 m2) AND ONLY ACCESSIBLE FROM A SHALL BE PROVIDED IN FRONT OF THE CONTROL 51DE TO SERVICE AN APPLIANCE. INSTALLATION OF ROOM HEATER5 SHALL DOOR ARE PERMITTED TO HAVE A LANDING 5 THAN 36 INCHES (9I4mm) MEASURED IN THE 8312.1.1 GUARDS WHERE REQUIRED. BE PERMITTED WITH AT LEAST AN IS-INCH (457 mm) WORKING SPACE. A PLATFORM SHALL NOT BE REQUIRED FOR ROOM HEATERS. DIRECTION OF TRAVEL. GUARDS SHALL BE LOCATED ALONG OPEN-SIDED WALKING SURFACES, INGLUDIN6 STAIRS, 04 I RAMPS AND LANDIN65, THAT ARE LOCATED MORE THAN 30 INCHES (762 mm) MEASURED rI�� M1305.1.2 APPLIANCES IN ROOMS. R 311.2 EGRESS DOOR VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36 INCHES (114 mm) CJ Y AN OPENIN O FOR EACH D ___-.... ,_______,___ 1_ -_-_---______ _ ,________ ___---- - -__ --____ ---__-__ __. _-- _ _ _ _- APPLIANCES INSTALLED IN A COMPARTMENT, ALCOVE, BASEMENT OR SIMILAR SPACE SHALL BE ACCESSED B 6 OR AT LEAST ONE EGRESS DOOR SHALL BE PROVIDED R AG WELLING UNIT. THE EGRESS HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. INSECT SGREENIN6 SHALL NOT BE DOOR AND AN UNOBSTRUCTED PA55A&EWAY MEASURING NOT LESS THAN 24 INCHES (610 mm) WIDE AND LARGE ENOUGH TO ALLOW DOOR SHALL BE 51DE-HINGED,AND SHALL VIDE A MINIMUM CLEAR WIDTH OF 32 INGHE5 (613 CONSIDERED A5 A GUARD. 71 ii REMOVAL OF THE LARGE5T APPLIANCE IN THE SPACE, PROVIDED THAT A LEVEL SERVICE SPACE OF NOT LESS THAN 30 INCHES (762 mm) WHEN MEASURED BETWEEN THE FACE OF E DOOR AND THE STOP,WITH THE DOOR OPEN 90 WALL SECTION NUMBER mm) DEEP AND THE HEIGHT OF THE APPLIANCE, BUT NOT LE55 THAN 30 INCHES (762 mm), AT THE FRONT OR SERVICE DEGREES (1.57 rad), THE MINIMUM CLEAR HEI(5-4T of THE DOOR OPENING SHALL NOT BE LESS R. ,�� 51DE OF THE APPLIANCE WITH THE DOOR OPEN. THAN 78 INCHES (1981 mm) IN HE16HT MEASURE FROM THE TOP OF THE THRESHOLD TO THE R312.2 HEf6HT. I �_ DIRECTION THAT THE E30TTOM OF THE STOP. OTHER DOORS SHALL NOT BE REQUIRED TO COMPLY WITH THESE MINIMUM REQUIRED &UARDS AT OPEN-51DED WALKING SURFACES, INGLUDIN6 STAIRS, PORCHES, yo�L.L SGTI OldI I SECTION 15 TAKEN c DIMENSIONS. EOR-55 DOORS SHALL BE READ LY OPENABLE FROM INSIDE THE DWELLIN6 BALCONIES OR LANDIN&5, SHALL BE NOT LESS THAN 36 INCHES (114 mm) H15H MEASURED M1305.I.3 APPLIANCES IN ATTICS. WITHOUT THE USE OF A KEY OR SPECIAL KNO EDGE OR EFFORT. VERTICALLY ABOVE THE ADJACENT WALKING SURFACE, ADJACENT FIXED SEATING OR THE SHEET NUMBER ON WHICH I'--I ATTICS GONTAININ6 APPLIANCES SHALL BE PROVIDED WITH AN OPENING AND A CLEAR AND UNOBSTRUCTED PA55AOEWAY LARGE EXCEPTION: LINE CONNECTING THE LEADING EDGES OF THE TREADS. THE SECTION IS DRAWN ENOUGH TO ALLOW REMOVAL OF THE LAR6E5T APPLIANCE, BUT NOT LE55 THAN 30 INCHES (162 mm) HIGH AND 22 INCHES (551 mm) 5UILDIN65 THAT ARE 400 50UARE FEET (3'1 m ) OR LE55 AND THAT ARE INTENDED FOR USE IN I EXCEPTIONS: 11, WIDE AND NOT MORE THAN 20 FEET (6016 MM) LONG MEASURED ALONG THE CENTERLINE OF THE PASSAGEWAY FROM THE OPENING CONJUNCTION WITH ONE- AND TWO-FAMILY RESIDENCES ARE NOT SUBJECT TO THE DOOR HEIGHT U) AND WIDTH REG2UIREMENT5 OF TH15 CODE. 1. GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 34 INCHES TO THE APPLIANCE. THE PASSAGEWAY SHALL HAVE CONTINUOUS SOLID FLOORING IN ACCORDANCE WITH GRAFTER 5 NOT LESS THAN (864 mm) MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE 24 INCHES (610 mm) WIDE. A LEVEL SERVICE SPACE AT LEAST 30 INCHES ('162 mm) DEEP AND 30 INCHES (762 mm) WIDE SHALL BE - -- -- - --- - - - I 8311.-7.8 HANDRAILS. TREADS. PRESENT ALONG ALL SIDES OF THE APPLIANCE WHERE AGGE55 IS REQUIRED. THE CLEAR AGGE55 OPENING DIMENSIONS SHALL BEA HANDRAIL5 SHALL BE PROVIDED ON AT LEAS ONE SIDE OF EACH CONTINUOUS 2. GUARD5 ON THE OPEN 51DE-5 OF STAIRS SHALL NOT HAVE OPENIN55 WHICH ALLOW MINIMUM OF 20 INCHES BY 30 INCHES (508 mm BY 762 mm), AND LARGE ENOUGH TO ALLOW REMOVAL OF THE LARGEST APPLIANCE. RUN of TREADS oR PLIGHT WITH FOUR oR Mo RISERS. PASSAGE OF A SPHERE 4 3/8 INCHES (III mm) IN DIAMETER. A EXCEPTIONS: A �.1 1. THE PASSAGEWAY AND LEVEL SERVICE SPACE ARE NOT REQUIRED WHERE THE APPLIANCE CAN BE SERVIGEiD AND REMOVED 8311.-1.8.1 HEIGHT. ' `I I GR055-SECTION LETTER THROUGH THE REQUIRED OPENING. HANDRAIL HEIGHT, MEASURED VERTICALLY M THE SLOPED PLANE ADJOINING THE R301.5 LIVE LOAD. 2. WHERE THE PASSAGEWAY I5 UNOBSTRUCTED AND NOT LESS THAN b FEET (1829 mm) HIGH AND 22 INCHES (a59 mm) WIDE FOR ITS TREAD NOSING, OR FINI514 SURFACE OF RAMP LOPE, SHALL BE NOT LE55 THAN 34 INCHES THE MINIMUM UNIFORMLY D15TRIBUTED LIVE LOAD SHALL BE AS PROVIDED IN TABLE 8301.5 . p G DIRECTION THAT THE 1 ENTIRE LENGTH, THE PASSAGEWAY SHALL BE NOT MORE THAN 50 FEET (15250 mm) LONG. 1 (664 MM) AND NOT MORE THAN 38 INCHES (9b MM). OR055-�5EEOT I N5 SECTION IS TAKEN i EXCEPTIONS: /��� ems^ I. THE USE OF A VOLUTE, TURNOUT OR STARTI 6 EASING SHALL BE ALLOWED OVER THE THE TABLE R3OI� SHEET NUMBER ON WHICH o � MI305.1.3.1 ELECTRICAL REQUIREMENTS. T LOWEST TREAD. THE SECTION I5 DRAWN i � A LUMINAIRE CONTROLLED BY A SWITCH LOCATED AT THE REQUIRED PAS5AGEWAY OPENING AND A RECEPAGLE OUTLET 2. WHEN HANDRAIL FITTINGS OR BINDINGS A USED To PROVIDE CONTINUOUS TRANSITION MINIMUM UNIFORMLY DISTRIBUTED LI\/F LOADS /� �c SHALL BE INSTALLED AT OR NEAR THE APPLIANCE LOCATION IN ACCORDANCE WITH CHAPTER 31. BETWEEN FL16HT5,THE TRANSITION FROM HANDRAIL TO GUARDRAIL, OR USED AT THE (IN FOUND5 PER 5aUA�RE FOOT) xI START OR A FLIGHT, THE HANDRAIL HEIGHT A THE FITTINGS OR BENDIN65 SHALL BE /� r.13 0 M1305.1.4.1 GROUND CLEARANCE. PERMITTED TO EXCEED THE MAXIMUM HEIGHT. USE LIVE LOAD l'ZI I $4 o f UNINHABITABLE__ _ATTICS WITHOUT 5TORA&E (B)-- -__ IO -_- y, EQUIPMENT AND APPLIANCES SUPPORTED FROM THE GROUND SHALL BE LEVEL AND FIRMLY SUPPORTED ON A CONCRETE= SLAB OR 8311.7.8.2 CONTINUITY. UNINHABITABLE ATTICS WITH-LIMITI=D STORAGE_(B)(G) 20 - _ __� 0 OTHER APPROVED MATERIAL EXTENDING NOT LE55 THAN 3 INCHES (76 mm) ABOVE THE ADJOINING AROUND. S!CH SUPPORT SHALL BE HANDRAILS FOR STAIRWAYS SHALL BE CONTE UOU5 FOR THE FULL LENGTH OF THE HABITABLE ATTIG5 AND ATTIG5 SERVED � - b IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. APPLIANCES SUSPENDED FROM THE FLOOR SHALL HAVE A FLIGHT, FROM A POINT DIRECTLY ABOVE THE OP RISER OF THE FLIGHT TO A POINT WITH FIXED STAIRS 30 W U 0 CLEARANCE OF NOT LE55 THAN b INCHES (152 mm) FROM THE &ROUND. DIRECTLY ABOVE THE LOWEST RISER OF THE LIGHT. HANDRAIL ENDS SHALL BE -TH - - - - -- -_ - - ---_ - -_� - - -- -_ j DETAIL x 0 •9 BALCONIES (EXTERIOR) ANDDEGKS (E) 40 NUMBER ;� RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAIL5 EI-RE ESCAPES__- 40 -- - - - - DETA I L5 mm - - - _�.5HEET NUMBER ON WHICH �,� �, MI305.1.4.3 ELECTRICAL REQUIREMENTS. ADJACENT TO A WALL SHALL HAVE A SPACE NOT LESS THAN 1 1/2 INCH (38 MM) GUARDRAIL5 AND HANDRAIL5 (D)_ -_---_ - _- -_ ___200 (H)_ _ I I �.�._ THE D � to - BY A SWITCH LOCATED AT THE REQUIRED PASSAGEWAY OPENING AND A RECEPT O E OUTLET SHALL BE BETWEEN THE WALL AND THE HANDRAILS. GlJARVRAILS IN-PILL COMPONENTS -_ _ _ __ _ - 50 (H) _ DETAIL i5 DRAWN 14_ 9 A LUMINAIRE CONTROLLEDI, INSTALLED AT OR NEAR THE APPLIANCE LOCATION IN ACCORDANCE WITH CHAPTER 31. EXCEPTIONS: PASSENGER VEHICLE GARAGES (A) 50 (A) I. HANDRAILS SHALL BE PERMITTED TO BE IN RRUPTED BY A NEWEL POST AT THE ROOMS OTHER THAN SLEEPIN& ROOMS 40 TURN. S EEPIN6 ROOMS 30 I ,m MI507.2 ANGHORAOE OF APPLIANCES. 2. THE USE OF A VOLUTE, TURNOUT, 5TARTIN6 A51N6 OR 5TARTIN6 NEWEL SHALL BE -- - __ ------ - ------ -- f - ) - -- DIRECTION THAT THE 0 W � STAIR.�i- --- _-- 40 G DESIGNED TO BE FIXED IN POSITION SHALL BE FASTENED OR ANCHORED IN AN ALLOWED OVER THE LOWEST TREAD. -- ELEVATION 15 TAKEN "� APPLIANCES APPROVED MANNER. 9N SEISMIC DESIGN CATEGORIES DI AND 02, WATER HEATERS SHALL BE 1 ANCHORED OR STRAPPED TO RESIST HORIZONTAL DISPLACEMENT CAUSED BY EARTHQUAKE 8311.7.8.3 GRIP SIZE. FOR 51: I POUND PER SQUARE FOOT = 0.0471 kPa, I SQUARE INCH = 645 MM 2 , I I I POUND = 4.45 N. ELEVATION NUMBER x ALL REQUIRED HANDRAILS SHALL BE OF ONE F THE FOLLOWING TYPES OR PROVIDE EQUIVALENT I TS WITHIN THE UPPER ONE-THIRD AND LONER ONE-THIRD I MOTION. STRAPPING SHALL BE AT POEN I � ®$TI ON5 OF THE APPLIANCE'S VERTICAL DIMENSIONS, AT THE LOWER POINT, THE 5TRAPPIN& SHALL 68ASPABILI7Y. A, ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD Y I'-! I IE ESHEET NUMBER ON WHIG I I. TYPE !. HANDRAILS WITH CIRCULAR GRo55 5 GTIONs SHALL HAVE AN OUTSIDE DIAMETER OF QT I APDL,.,-D OVER A 20-SQUARE-INCH AREA. MAINTAIN A MINIMUM P15TANCE OF 4 INCHES (102mm) ABOVE THE CONTROLS. I LEAST 11/4 INCHES (32 mm) AND NOT CREATE THAN 2 INCHES (51 mm). IF THE HANDRAIL I5 NOT I B. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT i I I THE ELEVATION I5 DRAWN I i [ ---I---- ___ -________ - _______ - I __ _____ - - CIRCULAR IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4 INCHES (102 mm) AND NOT I I BETWEEN JOISTS AND RAFTERS 15 LE55 THAN 42 INCHES, OR WHERE THERE ARE NOT TWO OR --__- , - _- -__ _ -- F / I A I J GR ^- r T ON OP MENIV N F 2 14 i I T F I- J AT r F r - - <., CSREATER THAN 6 14 INCHES 160 mm WITH A . . X.MI.M v. O.S � .1 .. _ rDt„_.._,n, n, '. MORE AD,.AGEN. TRUSSES WITH WEB CON. .C'LR .. IONS .,r.APABL- OF .A-.GOMMODATING AN --- -- INCHES (57 mm). EDCC5 SHALL HAVE)A MINIMUMRADIUS OF 0.01 INCH (0.25 mm). ASSUMED REGTAN&LE 42 INCHES HIGH BY 24 INCHES IN WIDTH, OR GREATER, WITHIN THE PLANE I 2. TYPE II. HANDRAILS WITH A PERIMETER GRE TER THAN 6114 INCHES (160 mm) SHALL HAVE A � OF THE TRU55E5. THI5 LIVE LOAD NEED NOT BE A55UMED TO ACT CONCURRENTLY WITH ANY - OTHER LIVE LOAD REQUIREMENTS. I WNI�NP.AD S DISTANCE OF 5/4 INCH (111 m) MEASURED VERTICALLY FROM THE TALLEST PORTION O61N G. INDIVIDUAL STAIR TREADS SHALL BE DE516NED FOR THE UNIFORMLY DISTRIBUTED LIVEI I F I 7 1,f6.I T TOP O. 5LA5 O O 1 THE PROFILE AND ACHIEVE A DEPTH R AT LEAST 5/16 INCH (8 mm) WITHIN 7/8 INCH (22 mm) I LOAD OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, CONTROLLED I i1 BELOW THE WIDEST PORTION OF THE PROFILE. THI5 REQUIRED DEPTH SHALL CONTINUE FOR AT I WHICHEVER PRODUCES THE GREATER 5TRE55E5. I 11 I LEAST 3/8 INCH (IO mm) TO A LEVEL THAT IS NOT LE55 THAN 1 3/4 INCHES (45 mm) BELOW THE 1 D. A 51NOLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. i TALLEST PORTION OF THE PROFILE. THE MINIMUM WIDTH OF THE HANDRAIL ABOVE THE RECESS I E. SEE SECTION 8502.2 FOR DECKS ATTACHED TO EXTERIOR WALLS. SHALL BE 1 1/4 INCHES (32 mm) TO A MAXIMUM OF 2 5/4 INCHES (70mm). ED6E5 SHALL HAVE A I ___ --- -__-_ - - --- --- ----- MINIMUM RADIUS OF O.OI INCHES (0.25 mm). F. GUARD IN-FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL __ ,u _. -. __. _.- _ _,��,._._ I 11/2" MIN. FILLERS SHALL BE PE51ONED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 I POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED TO ACT a-�----._- ---.- OF71ONA�L HA�NDRAtiIL. SF TIONS CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENT. - w-_�__ �_.__ _ �_____�®___._ - __�___.-�_c.,._. 1 I I G. UNINHABITABLE ATTICS WITH LIMITED STORAGE AND TH05E WHERE THE MAXIMUM CLEAR I � M ind Speed Zone,s, I -j I HEI6HT BETWEEN J015T AND RAFTERS 15 42 INCHES OR GREATER, OR WHERE THERE ARE TWO .DuI I ! OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF AGGOMMODATIN& AN 'y 11 (m 173 1 1/2" MIN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN THE a, f ;s PLACE OF THE T8U55E5. �nw s s =,. z 1 �, ,,,r., 111 , m 1. THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS ONS OF THE JO I STS OR TRU55 BOTTOM , -- �- CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: ; ' I. THE ATTIC AREA 15 ACCE551BLE BY AN OPENING NOT LESS THAN 20 INCHES IN WIDTH BY 30 INCHES IN LENGTH THAT 15 LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC, 15 A MINIMUM OF 30 j � , ��3t,u= -. INCHES. i 3s3 t / ,.,.,,:,,.: T 8302.11 FIREBLOGKIN6. 2, THE SLOPES OF THE JOISTS OR TRU55 BOTTOM CHORDS ARE NO GREATER THAN 2 INCHES I 1 , f , i(� MM> IN COMBUSTIBLE CONSTRUCTION, FIREBLO KIN6 SHALL BE PROVIDED TO CUT OFF ALL VERTICAL TO 12 LNITS HORIZONTAL. ;` 4 . I1 E ,-,� r, h, CONGEALED DRAFT OPENIN65 (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN 3. REQUIRED INSULATION DEPTH 15 LESS THAN THE JOIST OR TRU55 BOTTOM CHORD MEMBER s i f + ' f >`, ;., ' AN EFFECTIVE FIRE BARRIER BETWEEN 5T RIES, AND BETWEEN A TOP STORY AND DEPTH. THE REMAINING PORTIONS OF THE J015T5 OR TRU55 BOTTOM CHORDS SHALL BE .,III : r -1 „ DE516NED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LE55 THAN EO I r f € € ' �y e',? THE ROOF SPACE. FIREBLOGKIN6 SHALL E PROVIDED IN WOOD-FRAME CONSTRUCTION € F IN THE FOLLOWING LOCATIONS. LB/FT.2. � "„x. s S _".`. ) III I. IN CONGEALED SPACES OF STUD HALLS AND PARTITIONS, INGLUDIN6 FURRED H. 6LAZIN6 USED IN HANDRAIL A55EMBLIE5 AND &UAR.D5 SHALL BE ME516NED WITH A 5AFET7' I r$ 4"_ - ° f - I SPACES AND PARALLEL ROWS OF STUDS 8 STAGGERED STUDS, AS FOLLOWS: FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE CONCENTRATED ." i r "ra Y . �p f 0 ;j) I.I. VERTICALLY AT THE GEILIN6 AND F OOR LEVELS. LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD oN THE IN-FILL COMPONENTS. tio w.. �.:' ��, .1 I _ I I 1.2. HOORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET (3048 MM). THESE LOADS SHALL BE DETERMINIEf� INDEPENDENT OF ONE ANOTHER, AND LOADS ARE 1 " �` I g ,.,.a.,.1-B..R. Itis l",.I t�' i 1 .fir�,/.,,;.; i ..1: 2. AT ALL INTERCONNECTIONS BETWEL: CONGEALED VERTICAL AND HORIZONTAL ASDUMED EdC�T TO OGGUR WITH ANY �.. 1. 1 1 E-EVE LOAD. I z£ h,14'1P / i'i'i SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE GEILIN65. 1. ::, .,> I c� _____- ----- ------- --- T £ _ _: ,-. IN CONCEALED SPACES F3ET N �i C P TT F ...-m_ .�,.�. � n�-�.,,.s� L WEE ,. IR STRRN,.,ERS AT THE TO AND BOTTOM O ----_ _.. -_ ------------ .: _. I��. N�,_ _"�. ,y g - -- -1_________________ THE RUN. ENCLOSED SPACES UNDER STAIR SHAL L c OMPLY WITH SECTION 8302.7. °r•; r r < '11 r ,..,a1 . s ,,,s SITE LOCA i,,..l e I R .: _.: :- r-.,,.:.. 9/-.3 d .�- { E � -,::.�; �:'_ma'''r ,.,�.� ;?-.L.. { :�:;<, s :.-: i � ': �l, 5>:.. 9 vr®®urammw.vem>mv�:..mmmnvuuua, mv®: _'" '' :':?.::,.� r �,., ..... �'- .x.,- ,uLl l:.� S: I 4. AT OPENINGS AROUND VENTS PIPLa '..)UGTS CABLES, AND WIRES AT GEILIN6 .AND u-. - p='. �,..aN :. I I .r v_ ;. '' y I. FLOOR LEVEL, WITH AN APPROVED MATE. I: ,1.. TO RESIST THE FREE PA55A&E OF FLAME <. , .-.111 �w11 € I ,r a, M. AND PRODUCTS OF COMBUSTION. THE MATERIAL FI IN6 THIS ANNULAR SPACE 5H € ate" r.< t"" } I L LL NUL R ALL _. ' F .. ."_, :, X111 NOT BE REQUIRED TO MEET THE ASTM E 16 REQUIREMENTS. ' r. 5, FOR THE FIREBLOGKIN6 OF GHIMNE 5 AND FIREPLACES, SEE SECTION 81003.11. `-- " :;, (1) THESE PLANS ARE DE51ONED TO BE IN COMPLIANCE WITH THE n :" _. T - E ., ! ` V_ I 6. FIREBLOOKIN6 OF CORNICES OFA WO-FAMILY DWELLING 15 REQUIRED AT THE �� : tl ,;_ �- V 5TANDARD5 ESTABLISHED IN THE 2014 FLORIDA BUILDING £ . � ; t _ r -- -�4 • LINE OF DWELLING UNIT SEPARATION. CODE RESIDENTIAL, SECTION 8301 OR AN ENGINEERED DESIGN " £ I "" `" ` O (AI) COVER SHEET1 L, € r' . PER 8301.1.311 �._, . y i 4 A2 ARCHITECTURAL SITE PLAN I I I -� 8302.12 DRAFT5TOPPIN6. IN GOMBUSTIB CONSTRUCTION NH ERE ERE 2 THE BUILDING IS LOCATED IN THE WIND BORNE DEBRIS REGION. € I �> ��- O r. ELEVATIONS ; I h- (A5) THERE I5 USABLE SPACE BOTH ABOVE A BELOW THE CONGEALED SPACE ;, € ; i1 . THE DE516N SHALL INCORPORATE IMPACT CLASS, ENGINEERED _ >-a Hf �_ (A4) FIRST AND SECOND FLOOR PLANS - - OF A FLOOR/GEILING ASSEMBLY, DRAFTS OPS SHALL BE INSTALLED SO THAT F .. ,-# . I N ., C SHUTTERS; OR LAB .1..FD„ 41TE STORED, PLYWOOD SHUTTERS, _.._... 14 1 x. RG I TGTURA� 6� (A5) ROOF PLAN AND FOUNDATI ON PLAN THE AREA OF THE ,CONCEALED SPACE :,r10-. NOT EXCEED 1,000 SQUARE �; � , FEET (12.1 m2). DRAFTSTOPPIN6 SHALL IVIDE THE CONGEALED SPACE WITH PERMANENT, STRUCTURE AFFIXED, HARDWARE. x � f -, (AGS) CONSTRUCTION DETAILS AND GR055-SECTION � -- �' .r h " fi 1 INTO APPROXIMATELY EQUAL .AREAS. WH RE THE ASSEMBLY 15 (A7) BALCONY FLASHING, AND ROOF FLASHING - (3) THE MAIN WIND FORCE i<ESEaTIN& SYSTEMS ARE DESIGNED - j< -� ,d : ,,; ,.y �+ ENCLOSED BY A FLOOR MEMBRANE ABO AND A GEILIN6 MEMBRANE .w._. I> (A�✓) STUCCO DETAILS AND WINDOW - DOOR - WALL FLASHING _ - TO W.9THSTAND THF ' gra 7..0�.-S ^,55OGIATED WITH THE "ULTIMATta" a? BELOW, DRAFSTOPPING SHALL BE PROS Ib._.D IN LOOR/CEILIN6 (A1) FIRST AND SECOND FLOOR ELECTRICAL PLANS ASSEMBLIES UNDER THE FOLLOWING GIRGi STANCES: � DL'SI&N WIND SPELd.� t.E wr �:•�"`ION 301.2.1,3. � K 1. "� ; ate. I I L CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. . I (4) THE BUILPIN6 ,,ATF,,-;,',RY SHA-E... 5E (11) AS PER ASCE 7-10, w ', 2. FLOOR FRAMING 15 CONSTRUCTED O 55-TYPE OPEN-WEB OR TABLE I-I. _ LLi -w ..._ _ ...:, I I " .vim-,..,.,.Ms t t'<. a" '04 , . ,� I PERFORATED MEMBERS. E,. (5) THE BUILDING THAI_!.. ,SAVE ,A 4^11ND EXPOSURE GATE&ORY 1 S, IN%', >A ���- �£� I OTU ,._ C 5 �1 a rw� DL,LRa�11ED uY TI ',_` EPiGi";E RR'i3 ~TI=ED SURb ter' rfE I ©1 , RTY 1 r ----- -------- ANY AND ALL ENGINEERING DRAING"s TAKE n n'£,�. '1 , 11 "` �.,:,<~N'' (5i, 52, 53, 54) PLANS BY OTHERS € . , ,.,.. , 1111 PRECEDENCE OVER ARCH ITEGTU .,, L DRAWIN65- IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL, ....__....... .... -...._ _---.- 11 _...: _.- __-._. M.t �, . (b) THE BUILDING SHALL HAVE AN INTERNAL PRESSURE GOEFFIGIENT // 11 - - - _ _---_ -- - FORA FULLY ENCLOSED BUILDING. �---- T. . 1_______,____________ - _. m (7) THE COMPONENTS AND GLADD I N& HAVE BEEN SELECTED, 0 i - DEVON-------------- =-- 5PE.CIFICATION5, IN ACCORDANCE WITH TABLE R301.2(2) OF THI E '" FLORIDA BUILDIN6 CODE, RESIDENTIAL. APPLY THE TI°t$L.E R30l,�.I AREA T Tl de. l i APPROPRIATE HEIGHT AND EXPOSURE Cx")EFF1GiE,NT FROM i. 1 I INt ION�G,D TENT ULE __ _._._. __ TABLE 8301.2(3). I I - Ist FLOOR HEATED 603 -- TION OF OPENI IN YdIN17 -- - - --- --- -- __-.__ (�) GARAGE Do085 ARE TO MEET DE51Gx PRESSURES BASES N �d HEATED _.___ FA p`i Sf`+`:.? )�t' PANEL SPAN 4 1FOOT< 16 FOOT< I - THE FLORIDA BUILDIN6 C,0DE AND (ASCE 7-10) EXPOSURE GATECrORY. - BORNIE 2=15 6REAa: I I <4 FT. PANEL SPAN I PANEL SPAN TOra. � -_ _ 14� (1) SEE STRUCTURAL EN6INEERIN6 SHEETS FOR DF-51ON COMPLIANCE I 11 1E S 6 FOOT ( < 8 FOOT _ --- A BE DE516NED AS FULLY ENCL05ED WITH THE USE OF EITHER OPTION A - _ --_- -__ -- __-- HEATED VOLLM 15 CUPT. BU I DING SHALL _ - - -- -_ --- - --- OR "OPTION B" SHUTTER SPECIFICATIONS (NOTED BELOW). OTHERWI5E, APPROVED I #5 gOOD IMPACT RESISTANT WINDOWS AND DOORS, CERTIFIED TO MEET EITHER MIAMI-DAVE SCREW-BrSED BrTRY STOOP 68 OR THE STANDARDS ESTABLISHED IN SECTION 8301 OF THE FLORIDA BUILDINGS CODE, ANGH1_1R E E-i 2-INCH Ib 10 8 6ARA6E 251 RESIDENTIAL. E=MB3rDMF<T L N&TH - -- -- - -- - BEDRM BALCONY 23 i -010 WOCi SCREW-BA5ED ��r -I I6 12 1 ROOF TOTAL ANCHI ��,.i-1 2 :NCI-{ OR SHUTTER SPEOIFICI_TIONS: EMBEDMENT LENGTH ENT1f�siRUGTURE 1869 - --- ------.---- --- - ----- OFFICE Y OPTION A ; 1/4 L.ACx WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" (11.1 mm) AND A MAXIMUM ✓GREW-15A--^SED SPAN OF 8 FEE=T (2438 mm) SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- ANGPOR WITH 2-INCH IGS IGS Ib AND TWO-STORY BUILDINGS. PANELS SHALL BE PRE=CUT SO THAT THEY SHALL BE EMBEDMENT L=_NGT1J DRAWN � K /t)H/6,/ ATTACHED TO THE FRAMING SURROUNDING THE OPENING CONTAINING THE PRODUCT -_4 = ___ - -- - - -- - _____[______I'6 - _-- - - - -i -&"� E WITH THE GLAZED OPENINGS. PANELS SHALL BE PREDRILLED AS REQUIRE=D FOR THEE SI: 1 INCH = 25.4 mm, PCGT = 3048 mm., I POUND = 4.448 N, 1 MILE PER HOUR = 0.447 m/S. .(5U I DONE RES I DEN . REVIEWED FOR CODE(COMPLIANCE c�� BY, ANCHORAGE METHOD, AND ALL REQUIRED HARDWARE SHALL BE PROVIDED. PERMANENT CORROSION RESISTANT ATTACHMENT HARDWARE WITH ANCHORS A. THIS TABLE 15 BASED ON 130 MPH WIND SPEEDS AND 33-FOOT MEAN C'�4F ATLANTIC BE/�(;�j ---- 11 PERMANENTLY INSTALLED ON THE BUILDING SHALL BE PROVIDED AND DESIGNED TO ROOF HEIGf-+T. 10q BEACH AVENUE SEE PERMITS I=OR ADDITIONAL DATE: RESIST THEE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH B. FASTENERS SHALL 3E NSTALLED AT OPPOSING ENDS OF THEE WOOD I2/I�J/I�J THE PROVISIONS OF THE FLORIDA BUILDING CODE, BUILDING. ATTACHMENT IN STRUCTURAL PANE=L. FASTENERS SHALL BE LOCATED A MINIMUM OF 1 INCH FiEQUIREME1dTSANDCC)ND{TIONS ACCORDANCE WITH TABLE 8301.2.12 WITH PERMANENT CORROSION RESISTANT FROM THIS S SH OF THE PANEL. I OO�G 32 �T No. I V I '-- 0 II = IIIC. ANC(-l01ZS SHALL P'=NETRLaTE TNRo11GH THE EXTERIOR WALL COVERING I LOT , , 5 I ON A REVIEWED BY: A I� 1�4 I -®ATTACHMENT H,4RDWARE PROVIDED AND ANCHORS PERMANE=NTLY INSTALLED ON THIS -•-��C� BUILDING IS PE=RMITTED FOR BUILDINGS WITH A MEAN ROOF HEIGHT OF 45 FEET (10 058 WITH AN EMBEDMENT LENGTH OF 2 INCHES MINIMUM INTO THE BUILDING FRAME. mm) OR LESS WHERE WIND SPEEDS DO NOT EXCEED 140 MILES PER HOUR (58 m/s). FASTENERS SHALL BE LOCATED A MNIMUM OF 2 1/2 INCHES FROM THE EDGE OF CONCRETE BLOCK OR CONCRETE. 1453 D. WHERE PANELS AR5 ATTACHED TO MASONRY OR MASONRY/STUCCO, PLAT E300K �, PA(5E b� 5 J� NIS: I THEY SHALL BE ATTACHED U51NG VIBRATION-RESISTANT ANCHORS PAVING A ® ®®� REYI : MINIMUM ULTIMATE WIT14DRAWAL CAPACITY OF 1500 POUND8. ATLANTIC BEACH, DUVAL COUNTY, FLORIDA �(� ���y . ! ---- ---- --- ---- ---- -_ --- ------ -- -- vG s� OPTION B �,o� ON& NO: APPROVED SHUTTERS CERTIFIED TO MEET EITHER MIAMI-DAVE OR �� GO �y� F.B.G. IMPACT TESTS. SHUTTERS MAY BE ROLL DOWN, PANEL, G QG ACCORDION OR OTHER APPROVED DE516N TYPE. Q`O�vv� `s ° I OF Ia � LOT COVERA SE AREA OF LOT = 14,166 S.F. b a EXI5TING HOUSE FOOTPRINT(IMPERVIOU5) = 3050 S.F. . • a 8 g NEW GUEST HOUSE FOOTPRINT(IMPERVIOUS) = 1015 5.F. A NEW DRIVEWAY PAVERS o/5LB57RATE 008 50%PERVIOUS) = 1554 5.F. NEW GUEST HOUSE DRIVEWAY PAVERS o/5UB5TRATE(19 '4 50%PERVIOUS) = ITT S.F. � 9 � ''Ig EXI5TIN6 GONG.WALKWAY(IMPERVIOUS) 7n S.F. ° EXISTING GONG.BULKHEAD(IMPERVIOUS) = 126 5.F. EXISTING GONG.PATIO(IMPERVIOUS) =342 51 � g EXISTING A.G.EQUIP.PADS(IMPERVIOUS) = Z S.F. IIts,NEW A.G.EQUIP.PAD(IMPERVIOUS) = 9 S.F. g Ig NEW L.P.TANK(IMPERVIOUS) = 4 S.F. ; �y TOTAL IMPERVIOUS = 6"134 S.F. TOTAL LOT COVERAGE = 41.6% b ►, � ��'" U o � NU r- h, � a a o 1x O a z W n v-•, to CQ �m r o0 �. 'd tko rn to 0 3 r r o �� 24110116 4� 2� — 1n 5 T B GAVE EXISTING GONG.WALKWAY t�RAINAE,I: �_ G L.P. —r ° 5' B.R.L. FF I Q 101 O wlI � � I .WALKWAY t® NEW GUEST HOUSE p] wl I ® 'r-51- EXISTING GONC V■ PAVER DRIVEWAY 4.0' I �� _ — 9 EXISTING CONE. EXISTING 3 5TORY PATIO --.--- 2.0' I FRMI RESIDENCE - - - NEW PAVER DRIVEWAY NO. IM TEMPORARY – PAYER STOOP CANT. BALCONY EXTEN05 OVER rn 3 IEW TWO 5 ORY o THE COOL LINE BY LE55 THAN 49" �e OTIMPORPORT-O-LET ––––––– ❑ –– – DRAINAGE ------------ --- 112b/ol' it II 1�4' CANT – W 15.6T_ –_-oI IVEWAY I ' B.R.L. BE REMOVED NEW PAVER IVEWAY EXISTING AG.P ADS - _ DRAINAGE .51 TBA G 241151 Lu � `' o } � � _j Z w < � � F I R5T 5TREET o f < v tu r 5 1 r m � 0 TE 10q BEACH AVENUE W �: KBGmH/Bv LOT I BLOCK �2, FLAT No. 15UBDI111510N Ali� GHEUCED BY: FLAT E300K 5 FADE bq NaINIM OFFICE DATE: 12/15/15 ATLANTIC BEACH, DUVAL COUNTY, FLORIDA Naris 11 50ALE: 1 " = 10'-0" I/411 _- I,_O �� ,ios rwr 1453 1746 NO: ke �� A2 O Al All if �f ie I 12 12 3 3 �— CEDAR BRACKETS a —� 3 12 12 SFMTIS 3 �- �� 3 MD 1654 MOUI.DIN6 STP�NDIN6 SEAM METAL ROOF 2'O �� g •� �a,��� "� B STANDING SEAM METAL ROOF 2� --I -- g till i S l ------------ r � - �I SMOOTH SIDING 2'-6"I c: 3� $ °ebso �- — II 2'-O" III _-� =1� II II II v i ` -- - - " IM o I "I I IE TR / I HARD I II I 44X125 r I I I 3�I/4 CEDAR 4/4x55"HARDIE TRIM SPEGTIS MOULDING MD 1654 --- - I � \ II I, 'I u_ Lul . II BEYOND® " I FpR,IyE�ZyE� I j G7LI VIW ---- .. .._ II II iII II_ �'-___ IL___I --------- -- -- ---- EXP05ED RAFTER TAILS -- - -- -- -- °' - -- q ---- " -- 5PEGT15 IN6 - " " ------ -- -- --------------- MD 1654 6 --- R - - R--- ---R -- - R r 1 h J ——————————— n ---- JV1>� 4/4x'125 HARDIE TRIM o/ � CEDAR BRACKETS IQ CEDAR BRACKETS IO F 'xq'h. MD 1212 9 - - BEYOND(a) IN6 MD 1654 -- - _ - _ * 5PMT15 MOULDING 6 - - -- I RAMS 5 FEE SPECTIS INC O 1654 RAILING EXPOSED RAFTER TAILS 8'x8kq'h. - NOT PA56A6E - -- - -- -- MD 1654 lD f- H COLS. O (102 MORE BERMUDA SFNJTTER 4/4x35" IE o-1- � 4/4x35'HARDIE I ATE RAILS ATM4 � U a ) = TRIM OR T15 Q -kA a TRIM OR SPEGTIS Q _ O OR MORE --7), - - __ J BERMUDA SHUTTERS - -- _ F iTL9 LDIN6 -- _ = d 5PECTIS MOULDING -kq a. -kA a p � MD 1212 q _ _ _ __ _ � _� �� 4/4x335 HARDIE T�tIM � (7YP1 _ --_ � FF ... � ., --- - -- ® _ _� _ SMOOTH VENEER_ -- - - - O T CORNER BOARD r- t h4 O - 5PECTIS OR HARDIE = SPELTIS INS 6 L1 SPECTIS LDIN6 ' a� III ' MD 140b m MD 140b 8 4/4x3S"HARDIE]gIM III MD 1'181 O _ -- - - --A------ CORNER BOARD --- - - - - - - -- - - - - - ---- — - - _ BERMUDA SHUITER5 w III I HARDIE � HARDIE PLANK I III I ` -- LAP d LAP SIDING _ _ - --- ------------- -- - - - zo SHUTTER RAILIW - W 1256 II -- -- - ------------ ---- -- - -------- t _ - _ --__ -_--_ -- o = --- --- 5/4x11.25"HARD E TRIM a 5/4x1125"HARDIE TRIM _� BAND BOARD 3 ' ___-__-BAND BOARD 3-23 ---------- ------- ------- - - ------------------- _ Ix2 STUCCO TRIM o/ —CEDAR --- 3 - N Ix4 STUCCO TRIM CEDAR BRACKET502 Ix2 STUCCO TRIM o/ O CEDAR BRACKETS 3 TT � Ix4 STUCCO TRIM® + V -- --- LIGHT JLJ F L16F1T FIX. FIX. _ � � � r r--J - TAIJICLE55 ■ - a a 6 - "511TTl�t"STYLE pANKLESS a 6 1x4 STUCCO TRIM - - ---_I _ - -IdJ -- Ix4 STW.GO TRIM -1d1 -lea O.H.D. O s : -- LP.TANK A.G.GOND. -J ----; 5TUGG0 STUCCO VENEER f 1 I 1 - - ------------+--- ' �- --------------- ------- E6 o F R 0 N TREAR ELEVAT I ON. v�o o w � E R a � bo5 (D M be ~ 'S c o > W 0 v 4/4x55'HARDIE TRIM STANDING SEAM METAL ROOF ~' 5TANDIN6 SEAM METAL ROOF 4/4x55 HARDIE TRIM FRIEZE BOAS FRIEZE BOARD EW05M RAFTER TAILS 12 12 BEYOND 5 4/SMT15 MOULDINS MD � 4/4x125 HARDIE TRIM o/ BEYOND(D 12 12 EXP05ED TAILS 5PEGT15 MOULDING MD 1654 3 �-- --� 3 SMOOTH 51 IN& SMOOTH SIDING BEYOND 4 12 . 5'X1 1/4"CEDAR BEAM 12 2°-O" (,� 3x1 I/4 AR BEAM 3 �- �� 1 3 I I 2-0 5MT15 M LDIN6 b IS M,(QULDIN6 -. MD 1654@U -- ------------------ — -- — + CEDAR BRACKETS I(I - I ----------- ( - ----- -- _- - _ --- ------ -------- CEDARBRA� - -- -- --- - - - - -- ` CEDAR 2� ' .KEYS® = 2'-O'° ETz'r_ ---- - - -- - - `SPEC LDI - ' . SPECTIS LDNNG_ _ - _-_SPfCT15_MO�11.D1N6-____ -___1 - MD 1654 TI5 MOU N6 --- SPEGTIS IN6 O - - -- - - - - \\ MD 1212 F --- - -- _ - O -off© -- MD 1212 -- - " SPF.CTIS Q- -- SMOOTH VENEER - -- -- -_ 414x35 HARDIE t- ---4/4x35'HARDIE - -- - - SMOOTH J 6D ~ SFMTI5 OR HARDIE TRIM OR aPECTIS(VL- -BERMUOK - -� 8"x8"xq'h. O - - -- --- ~ � - 9- ---- - �� SPEGTIS HARDIE � a �- � � �- J _ _j _ a ~ A SHUTTER INLAY _----_-- _ \ O 8"x8"xq' a -:,A -- --- - - -- -1d1 Ja - ---- - - -- - e u1 - COLS. -- --- -- - - - - -- _ -k4 - � SPEGTIS O �,,� COLS. -�ej ' -� -1� - pi MD 1406®_-- �--SFFCTI5 MOULDING � - IX O - -' SHUTTER RAILING t 1eJ — - -- - --" - ------- - MD 1'18"1®O � - �'EGTIS IN6 _- O O - _ - SHUTTER RAILING - - - ® - - ® - - - - MD 1'18'1 � - INTERhFDIATE RAILS SHALL _� - _ - - ---- RAILING 1 ATE RAILS SHALL - - ' - - -- - - - HARDIE PLANK 4/4x35"HARDIE M -- NOT ALLOW PA56A6E OF 4° -- --- - -- - -- TIS IN6 NOT&LOS PASSAGE OF A 4 - -- _- _ _- -_ _ __- -- ---_ - 002 ffW OR MORE DIAM - - -- --- - - - LAP SIDING BOAR HARDIE 1'LANI� - SPECTIS LDIN6 (102 mnJ OR MORE DIAM - -- LARSIBING - -- - milt - MD 1256 I SPHBtE I"TYP,? -- - - - - ---- -- ----- -- MD 1256 li ------- ---- ------ ------------------------- �t ----- - ---------- ------------- BAND BO � -- CEDAR BRACKETS® -- - ----_----- 5/4x1125 TRIM 5/4425'HARD E TRIM- CEDAR CEDAR BRACKETS - Lu - C]DAR BRAGKETSQ2 Q BAND BOARD U5 Ix4 STUCCO TRIM o/ --- Ix4 STUCCO TRIM Ix2 STUCCO TRIM o/ - ix4 SRICCO TRIM® TANKLE% T i- LIGHT GAS $ O H T FIX. 17=0 jI T O 1^ Ix4 STUCCO TRIM II a -,0 -° -- -.I L.".T;�NK A.G.G01eiD. i 1x4 STUCCO TRIM® O �. S STUCCO e O �L __-_�_ L _ I - I '' ------------------ Lu m - --- --- - - - --- -- ------ ---- --- I -- - ----- - ----------------- ------------ V 1 > � � �` Z Lu L E F T SIDE ELEVAT �, ON < 0 Ir- Z 5111 H T E E L E A T N U- Z_ n tu 4'-01111 - -- -- --- -""- -- sTucco ® FRAA r WAL.Ls — _ r " 2j" ALL ST'UGGO APPLICATIONS SHALL COMPLY WITH'THE RECOMMENDAT'iON5 OF THE PORTLAND GEMENT ASSOCIATION, ASTM STANDARDS - Cg26-q6o, G�126, A2.2.2, =Kr c Gcf52-OS, GI06B-03, 01525-00, AND THE FOLLONINO 1) DIAMOND MESH LATH WITH E D FELT SHALL OVERLAP A MINIMUM OF 2 INCHES. LATH SHALL BE ATTACI-ED OVER. SHEAT'HIN6 WITH FASTENERS THAT PENETRATE WOOD FRAMING NOT LESS THAN [INCH AND SPACED NOTMORE THAN 7 INCHES ON CENTER. 2) LATH SHALL NOT SE CONTINUOUS UGH CON L JOINTS. FLANGES OR ACCESSORIES AND SHALL BE 'S, ' TO THE FACE OF THE - PLAS BASE OF NOT MORE THAN 7 INCH INTE-R,VALS. FELT TO INSTALLED BEHIND ALL CONTROL JOINTS. : FRIEZE FRIEZE MOULDING TRIM 3) E NAL CORNER REINFORCEMENT SHALL BE INSTALLED TO REINFORCE ALL EXTERNAL CORNERS. W NO E NAL CORNER BEAD IS USED LATH SHALL BE FURRED OUT AND cARRiED AROUND CORNER.. NOT LESS THAN ONE FRAMING SUPPORT ON FRAME CONSTRUCTION. 4 4J4x1.25 HARDIE TRIM a/ 4/4x55"HARDIE TRIM SPEGTIS 4/4x35"HARDIE 4) CONTROL JOINTS SHALL BE INSTALLED IN WALLS TO DELINEATE AREAS NOT MORE THAN 144 SQUARE FEET AND TO DELINEATE AREAS NOT 5PECTI5 MDI654 M 1654 TRIM OR SPECTIS MORE THAT 100 SQUARE FE=ET FOR ALL HORIZONTAL APPLICATIONS, I.E., CEILINGS, CURVES OR ANGLE-TYPE STRUCTURE=S. THE DISTANCE S " 2'-0" BETWEEN CONTROL JOINTS SHALL NOT E=XCEED 10 FEET IN EITHER DIRECTION. AT A MINIMUM, A CONTROL JOINT SHALL BE INSTALLED: - X. 2„ AT THE GE:ILIN6 FRAMING, WHEN FURRING GRANGES DIRECTION, AND WHERE EXPANSION AND CONTROL JOINTS OCCUR IN THE SUBSTRATE ALL DETAILS ARE NOMINAL AND SHALL = - = I1� (I E. AT THE BASE OF AN E=XTERIOR WALL AND MONOLITHIC SLAB AND AT JOINTS IN CMU AND CONCRETE). BE SUPERSEDED BY THE _ ; 5) IN WALLS OR PARTITIONS, DOORFRAMES SHALL BE CONSIDERED A5 CONTROL JOINTS. TRIM CONTRACTOR'S SPECIFICATIONS = �- _ - _ b) FOUNDATION WEEP SCREED SHALL BE INSTALLED AT THE BOTTOM OF ALL STEEL OR WOOD FRAME: EXTERIOR WALLS. THE: NOSE OF THE SCREED SHALL BE PLACED NOT LE55 THAN 6 INCHE5 ABOVE RAW EARTH OR 4 INCHES `� ABOVE PAVED SURFACES. THE WEATHE=R RESISTIVE BARRIER AND LATH SHALL ENTIRELY DOVER THE VERTICAL ATTACHMENT FLANGE AND TERMINATE AT THE TOP EDGE OF THE N05E= OR GROUND FLAN6E. 5 " 2'-4" - L. _ SILL a MOULDING MOULDING II MOULDING 7) PLASTER THIGKNEi55 FOR STUCCO SHALL BE INSTALLED IN GOATS OVER: 1 F=RAME CONSTRUCTION: - - 3 SPEGTl5 SPEGTIS SP _n5 SPECTIS FIRST (BROWN) GOAT o51bA INCH THICK rAW E6Y: KBG/DH/BV m M 1406 M 1212 MD1181 MDI256 SECOND (SCRATCH) GOAT 5/6 INCH THICK THIRD (FINISH) GOAT 1/6 INCH THICK. 6) PROVIDE AN E=XTERIOR SE=ALANT. GFEGKED BY: 5 „ m m I DATE" I5 I5 � a SCALE: I/4° = I'-O° - ' ��A Jos NurR: 1453 m cn m �� 0* REVISED= - - CORNER BD. BAND BD. HEAD TRIM ��sc 5 2'-6° a�� 2 4/4x35'HARDIE TRIM 5/4x1125'HARDIE TRIM STUCCO STUCCO O� �, DW6 NO: BRACKET (SMALL) BRACKET (MEDIUM) 3 BRACKET (LARGO ®� It I CEDAR 2 CEDAR CEDAR � ���� OvG �� OF A I NOTE "A" - - --- - INTERIOR LIVING AND ATTIC STORAGE AREA TABULATION SPADES REQUIRE A THERMAL BARRIER NOTES: R502.11 FIREBLOCKING. DRAFTSTOPPING SUSPENDED CEILING 1013.8 Window sills. OVER ALL FOAM PL.A5TIG MATERIALS, IN CO 4MTIBLE CONSTRUGTIONI,FIREBLOGKIN6 SHALL BE PROVIDED I)ALL EXTERIOR WALLS ARE 2x6 EXCEPT WHERE NOTED SUBFLOOR In Occupancy Groups R-2 and R-3,one-and two-family and multiple-family dwellings,where the opening of the sill portion of an operable window is located more than 72 inches(1829 mm) 603 INGL.UDIN6 SPRAY FOAM, I.G.F., AND SIPS TO GUT OFF ALL GONGEALEV DRAFT OPENN65!150TH VERTICAL AND FLOOR JOIST above the finished grade or other surface below,the lowest part of the clear opening of the window shall be at a height not less than 36 inches(915 mm)above the finished floor surface of lot FLOOR HEATED PANELS. ., 2nd FLOOR HEATED 2)ALL INTERIOR WALLS ARE 2x4 EXCEPT AS NOTED HORIZONTAL)AND TO FORM AN AN EFFECTIVE FIRE BARRIER BETWEEN 13. the room in which the window is located.Operable sections of windows shall not permit openings that allow passage of a 4-inch-diameter(102 mm)sphere where such openings are located 5)ALL WALL THICKNESSES ARE ACTUAL 2x4=3 I/2' STORIES,AND BETWEEN THE TOP STORY AND THE DRAFTSTOP MATERIAL within 36 inches(915 mm)of the finished floor. l CEILINGS ARE TYPICALLY . ROOF SPACE. GONSTRUGTE•D - if TOTAL HEATED 2xb-5 I = FI a 8� 1453 /2 2x8 7 I/4,ETC... iR�LOGKIN6 SHALL BE PROVIDED IN HOOD-FRAME CONSTRUCTION $ . � a A WITH GYPSUM WALLBOARD AND QUALIFY IN THE FOLLOWING LOCATIONS. DRAFTSTOPPING OPEN WEB FLOOR SYSTEM o HEATED VOLUME 132b8 GUFT. 4)THE 512E AND QUANTITY OF ALL EXTERIOR STEPS ARE Exceptions: A5 A THERMAL BARRIER FOR THE SPRAY I. IN CONGEALED SPADES OF STUD WALLS AND PARTITIONS, SUBFLOOR � ENTRY STOOP FOAM INSULATION TO BE USED. TO BE FIELD DETERMINED BY OTHERS. INGLIDIN6 FURRED SPACES AND PARALLEL ROWS OF 51WS OR a � a 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 b8 �, 5)ALL PLATE AND GEILINI6 HEIGHTS ARE TAKEN FROM b window fall prevention devices that comply with ASTM F 2006. 6ARA6E Z7 SPECIALTY GEILING5 SUCH AS COFFERED, STA:66ERED STUDS,AS FOL1 ON6: TRUSS v d a ri 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. COVERED BALGONIY 68 BEAMED, AND DOME GE ICINGS, MUST HAVE �aP�)I `+E SL.AB/B1OGK. I.I. VERTICALLY AT THE CEILING AND FLOOR LEVELS. DRAFTSTOP MATERIAL C ° b f - �a 3. Openings that are provided with window fall prevention devices that comply with ASTM F 2090. BEDRM.BALCONY IZ. HORIZONTALLY AT INTERVALS NOT EXG®IN610 DRYWALL P Y i 23 AN APPROVED THERMAL BARRIER 6)VERIFY THE KITCHEN AND VANITY LAYOUTS WITH 4. Windows that are provided with window opening control devices that comply with Section 1013.8.1. BETWEEN THAT SPRAY FOAM A ND THE THE FEET DETAILS DONE BY (3048 . OTHERS. MM). � 9 I a � b INTERIOR OF THE BUILDING. ?)ALL ASS A�45"�r OTHERWISE NOTED 2. AT ALL INTERGON9EGTIONS BETWEEN CONGEALED VERTICAL AND! 8302.12 Draftstopping. gg UNDER ROOF TOTAL HORIZONTAL SPACES SUCH A5 OCCUR AT SOFFITS,DROP CEILINGS In combustible construction where there is usable space both above and below the concealed space of a floor/ceiling assembly, g pal I STRUGTIIRE �q - - - 8)ALL INTERIOR AND EXTERIOR FLOOR d STEP FINI5HE5AND COVE GEILIN65. draftstops shall be installed so that the area of the concealed space does not exceed 1,000 square feet(92.9 m2).Draftsto in � � �� � - SHALL HAVE A NON-SLIP FINISH TO MEET 5. IN CONGEALED SPACES STAIR STRINGERS AT THE TOP shall divide the concealed space into approximately equal areas.Where the assemblyis enclosed b PP a g : �� y a floor membrane above and 1.8 y 1 ASTM 01026 STATIC COEFFICIENT OF FRICTION MIN.OF Ob. AND BOTTOM OF THE RUN.ENCLOSED SPACES UNDER STAIRS SHALL a ceilingmembrane below,draftsto Aping shall be provided in floor/ceiling assemblies under the following circumstances: g 8g 8 -01 4)ALL WOOD IN CONTACT WITH MASONRY,CONCRETE OR EARTH COMPLY WITH SECTION 8302:7. SHIALL.BE PRE5611RE TREAT®APPROPRIATELY FOR THE CONDITION 4. AT OPENN65 AROUND VENTS,PIPES,DUCTS,GABLES,AND WI8E5 1.Ceiling is suspended under the floor framing. 11 .8110 AT GEILINI6 AHD FLOOR LEVEL,WITH AN APPROVED MATERIAL Tod g g� 10) T 61A55 TO BE TEMPERED RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF 2. Floor framing is constructed of truss-type open-web or perforated members. 90q 11) B4ERSENGY ESCAPE AND RESCUE OPENIN65 COMBUSTION. THE MATERIAL FILLIN6 THIS ANNA.AR SPACE SHALL NOT 12) G LABEL-20 MINUTE BE REQUIRED TO MEET THE ASTM E 156 REQUIREMENTS. 8302.12.1 Materials. 5. FOR THE FIREBLOGKIN6 OF CHIMNEYS AND FIREPLACES,SEE 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 SECTION 81005.19. other approved materials adequately supported. Draftstopping shall be installed parallel to the floor framing members unless 6. FIREBL.00KIN6 OF CORNICES OF A TWO-FAMILY DWEL.LIN615 9 REQUIRED AT THE LINE OF DWELLING UNIT SEPARATION. otherwise approved by the building official.The integrity of the draftstops shall be maintained. NOTE NOSING ENCLOSED A ACESSIBL.E SPACE UNDER STAIRS SHALL HAVE WALLS,UNDER STAIR SURFACES,AND ANY SOFFITS PROTECTED c ',Z ON THE ENCLOSED SIDE WITH 1/2'6YP'5UM BOARD. a 3�4" PLYWOOD cry SLIWLOOR 0 0 1---I I 00 2x6 LEDGER TREADS E RISERS (2x MIN) BEAM z u O STRINGER +-x.40" a 0 2x4 PT. 10" zi 1 11 541_811 2-o z 4`-O" 5TAIR D 201-5211 81_2 111 2'-O" SCALE: N.T.S. 2 41-011 i--� 811 11_411 1 11 51_?211 4 OL T iL•5 18'-?111 011 2._52.. lo'-102" 2'-1211 31_411 2'-5211 51_?3-11 1„ 4 4-14 t�t w al 13'-101" 8 10'-5 1/6'GEIL. 2 151 10211 r';11 3-8 4, A/C GOND. PLUS STEPON. 8k8'x9'h. COLS. n 2�D.H.A 2050 D.H.I-I F-10L.P.TANK CEDAR BRACKETS ' I I w! F.O. T I I S� nA. I I K/ F67AS K . 0 di N I I 5� 1"/y' .2020 F.6. I I0 28 S.G_ CQ ' to +-T-2 7 8°' _ s~b o -' r -' !� GEIL. -ICY GEIL. O 611 I ---------------- 4 = I IQURB I.: RN ' I w = I I I 5 q� 5'-b" F � -- W � OPENt r-- a �, z I I � � o � _ =1tv � W, .1 p °- ®WNEIcJ B I m _ _ �Q o _ _ ; I I a , ;� o o - - I GMI�GE - _ - - - �' 9-I 16"CE L. m N o I $ - �I cv - _ a I 9'-I I/8"GEIL. -1 M _ , I ® I VLT.GEIL.TO I 9'-I I/8'GEIL. -IM m `3 --- - v N I '� �I PLUS STEPCPOWN cV �P.To 8 211 ' I S° C4 cn I TYPE " 11 9'-I 1/6' � m I = PLUS S h_ I 8x8 h. S1 I I SLP.TO I 1 NO o 0 --- _ 2 2 80 - _� RAILING n DOLS. s _ _ _ -- -------- � ac a- �---- �- _ 51_!21 -, 51_?1 41_1-Ll :2 - STACK x 2460 III I I I �_ -_- 2 11 ( EF VLT. ! VLT. -- - --I I 1° - _ MIR LINEN - m - Iale." I II = I I ------ 9-I I/8 iv z I i I -lcv - - = i _ _ 5x F ui 1 - O I b-?2 = I'-b" I B = I I I I = O = q2 \ WC, � -KV 2480 PAVER mnr p m 'x30' I ISI r x r I { -ItY p -' ' STOOP T I------- - IATTIGll_ 111 -II" I'-1111 I _�11 d = R45H. tV :n LA�GGE55_ Iii `� d I I I ; in O = O Itt m m ill SLP.TO I I I r w _KA G PANTRY I I ? EXT. 0 dJ W-ly%8 GEIL. OHC. m - I CC __4- _ - 2460 PKT. - 2880 ----- -- - r- - - -- - - ------ -- - =u•, 42 REFJFZR (2) SO III I i- Q� � --- --- � 1 11 I I - 10'-5 18'GEI I ! ! I -' ----R#51f_---- SVN� -t---- O 2- -2 I I I I I I tV p� PLUS T-K'1 Q/7�� CLOS. I e�.y Q a'-I 4'-4° i I -' I I I I � ® _ 1 p _ _ + - BI-PASS 9-I I/8 G IL. - 31. 4"-' I I I'-b'I 0 ! ® ' FvJ7i3051 10 /j 11 �N �-. 4 4 2'-lll S--I II_/J11 21_03 O A-A _ r _r 3-5 r�° I `-�� 116.d I A-A AMEI `' 1 9�I Y i - � I s/ I 211 � 9-I 18 GEILLIlr I - r DININ � - ---�--- . I-ILI 1 . ® - - �O i VLT.GEIL. IFROM 9-1 1/6 1 tr I -Irt - ----- ---- ------- I I-I = w/BEAMS I I ____ __ __ 1LADDE i SLP.TO 8 w.6 -It�1_ 2_411 I __ -----t I-----�'�- --; =fit I I I I -ht ' "RA 46E I ;19 _p - I I I a1 - ' BUW BW (�EEEENWITH -f¢ FULL ON TOP FULL ON TOP i Z OHC. I � IRAIL 196- J 2 D.H. _._ .n �! 1 _ s I- I -- III _ F.6. L2:H.^ I I I I N I CAVAR CKETS ! ' - ---- I ® I I I G.FO,�P. tV l_-,___5°sc7 V4'CEDAR BEAM I ! I I I _ - GANII 1. D.R.ABOVE I I I I � ®� I 2046 D.H.�T �.6.1'J 204b D H. TO LU V i, I I I I `ti I I li LU mi, G AR BRAGKET5 I I I _ N I I - V LJ -2 2'-O" a' �11 its 11 12'-b�f�1 11 ?1_4 111 ?1 4I 11 �) 11 2'-O" '-2 '. L 2 51-811 1 r IB'-O" 151811 V lu IL z lu T �; t� ?'-10" 4'-I1' 7'-10°' 21...011 1..�_.,.�' 151_811 _.._-__-_-_ �-._-. ■ ` < ?1 11 V `wV/■ 41-011 Z LU 5 E F L A N F I V T < � SCALE: I/4 =1 ®® ��_ ® SCALE: 1/4 -1'-0 tu 'I O DRAfML BY: KE35/DH/Bl/ C.F;CKED BY: OFFICE COPYDATE: 12/15/15 I WALE: 1/4" = I'-O" JM NLt45ER: 1453 : ON& NO: A4_ Aq- NOTE: NOTE: R-22 OPEN-DELL SPRAY FOAM INSULATION (ICYNENE) 88065 Unvented attic and unvented enclosed rafter assemblies. (I) EAVE VERHAN65 SHALL BE 2' " -O FROM FOUND,�TION NOTES -s s NO ATTIC VENTILATION REQUIRED Unvented attic assembles (spaces between the ceTltn joists of the top story and FACE F FRAME. o y THE CONTRACTOR OR SHALL BE RESPON 51BLE FOR PROJECT SAF o g ET`s' � 12 the roof rafters) and unvented enclosed rafter assemblies (spaces between UNDER THE REQU I NT � o REME 5 OF O.S.H r ceilings that are applied directly to the underside of roof framing (2) RAKE VERHAN65 SHALL BE 2'-O"FROM O.S.H.A. (SEE ELEV) I _ _ •° _ members/rafters and the structural roof sheathing at the top of the roof framing FACE FRAME. 2) ALL WORK SHALL BE IN STRICT COMPLIANCE WITH THE 2014 - 8 members/rafters)shall be permitted If all the.follows conditions are mat: a p s INTERIOR IVI n9 FLORIDA I3UILDINC GORE, RESIDENTIAL, AND COUNTY �, �•� L N6 AND ATTIC STORAGE (3) ROOF PITCH SHALL BE 3/12. BUILDING DEPARTMENT. g I. The male nv attics ace Is Ietel contained within the building 5) STRIP TOPSOIL, TREES, STUMPS, ROOT5,ET6. FROM ALL AREAS b ,, PLT_ ----- SPACES REQUIRE A THERMAL BARRIER p comp y g OVER ALL FOAM PLASTIC MATERIALS, thermal envelope. 2. No interior Glass I v ratarders are Installed on the cetitn side attic floor (4) ROOF FRAMING LUMBER TO BE #2 OR WHERE CONSTRUCTION WILL OCCUR UNLESS NOTED a ri INGL.UDIN6 SPRAY FOAM, I.G.F.,.AND SIPS OTHERWISE. •� #�� � .411 g .a of the unvented attic ambly or on the telling side of the unvented enclosed ) BETTER.PANELS. rafter assemblyy. 4) WHILE KNOWN UTILITIES ARE SHOWN, THE CONTRACTOR 9 9 OVL-TZHAN6 3. Where wood shingics or shakes arc used, a minimum I/4 Inch.(bmm) vented air SHALL EXERCISE CAUTION WITH � �� EARTHWORK A5 UNMARKED ° a° ee 1 M _ CEILINGS ARE TYPICALLY CONSTRUCTED i space separator the shingles or shakes and the roofing underlayment above the e w1TH p GYPSUM WALLBOARD AND QUALIFY structural shaathtng UTILITIES MIGHT BE ENCOUNTERED. ��� ��° •°.� AS A THERMAL BARRIER FOR THE SPRAY 4. In Climate Zones, 5, &, 'I and 6 of Table 8501.1 of the Florida Buildin Code, - -- - 5) ALL UTILITIES SHALL BE LOCATED AND CLEARLY MARKED d ,, Building PRIOR TO ANY WORK. y ° 0's FOAM INSULATION TO BE USED. Energy Conservation, any air impermeable Insulation shall be a Glass-ll vapor �4LL PLATE H6T5. ARE TAKEN g d 6 FI SH ratan cr or shall have a Glass III vapor retarder coating or covering in direct LL BE FIRMLY IRM Y L G SPECIALTY CEILINGS SUCH A5 COFFERED, � � 9 9 FROM THE 2nd FLOOR SIS-FLOOR COMPACTED, G a� RSA LEA ND contact .� with the underside of the Insulation. BEAMED, AND DOME CEILINGS, MUST HAVE 5. Either Items 5.1, 5.2, or 5.3 shall be met, depending on the aMATERIAL: FREE OF ROOTS, ORGANIC MATTER OR OTHER IV -air permeability of the OR FROM THE TOP OF THE MAIN AN APPROVED THERMAL BARRIER insulation directly under the structural roof sheathing. HOUSESL.ABBLK. (FIN. FLR) DEBRIS. g7) FILL SHALL BE PLACED IN 12" L005E LIFTS, COMPACTED To BETWEEN THAT SPRAY FOAM AND THE 5.1 Air-impermeable Insulation onl . insulation shall be applied in direct contact _ - - U Tl'P i GSL PLT. DETAIL mP yy a5% MODIFIED PROCTOR DENSITY AT OPTIMUM MOISTURE INTERIOR OF THE BUILDING. with the underside of the structural roof sheathing. ' 52 Air-permeable Insulation only. In addition to the air-permeable Insulation Installed CONTENT AS DETERMINED BY ASTM 0-155'1-METHOD A' directly below the structural s-heathin , rigid board or sheet Insulation shall ba 9 8 INTERIOR BEARING LOCATIONS SHOULD BE GOORD g I NATED installed directly about the structural roof sheathing as specified in NOTE: ALL VENT STACK, PIPES, WITH T1ZU55 MANUFACTURER Table 88065 for condensation control. EXHAUSTS, ETC., TO BE LOCATED ON a) PROVIDE SOIL TREATMENT AND VAPOR BARRIERS AT ALL SLABS 3 Atr-tmpormaable and air-permoablo Insulation. The air-Impermeable insulation REAR OF HOUSE AND NOT V1515LE 5 (INTERIOR). shall be applied in direct contact with the underside of the structural FROM STREET. roof sheathing as specified in Table R606.5 for condensation control. - - The air-permeable insulation shall be installed directly under the j air-impermeable Insulation. Z 5.4 Where preformed insulation board Is used as the air-impermeable Insulation c layer, It shall be scaled at the perimeter of each individual sheet interior surface to form a continuous layer. Q H o CQ t7 � d, ao a o _ E z 4'-0" 20'-5IL " i--i W-l"o/ALL WALL HOT. R-7"PLT.HST. 18'_ 2 a'-I I/8"PLT.HST. +I4 3/4'FLR.SYS. 4-1 US'PLT.HST. PEI A/C GOND. 0 of GONG.PAD CEDAR BRACKETS L.P.TANK /�J \ o/GONG.PAD TANKLE95 MAS.OF NO.FOR I I I OAS W.H. 2880 5 C.DR di r -- -------- 6B ---- -- -- --- 02 -- - - --------------- _ - - - - - FALSE WALL r--7SHOWER 2'—O" EAVE OVERHANG I I F -�- ------__ -_-- ----------- r---� ----- _� -i 1 'a o 0 G®V. 1 n BALGOKY i _ i i I `� 1 4 1 — 1 14 I I I I I I I �w IL I m I J I I I I (I R5 8 GONG. LINTEL BLK.o/ II Ii i II m I1 II rAECURB PLUS STEPD w 10 ~GR5 aGONG. MK. o/20" xto" CEDAR BRACKETS NG. FOOTING w/0) #5 RODS E I I IW/G kb w I 11 1�' ° CONTINUOUS. --- I I _ .p I I I I u Z �r �I I L + j I '-'S RIDGE �yII,A�II��II 40 � =�+ i ICY NER S I _ Q ry I I ii I l O -4 o q,-ISI S�GEIL. la'-7'o/ALL WALL HST. ty 1�s � /�/�� A �I I + 1 � -- RAKE OVERHAi6 2'-O" 1 1 � 1 DN ITR I n 1 m PICASLAB I a-I 1/8 PLT.HOT. I I I LI NE OF 2nd +I4 3/4 FLR SYS. IFLOOR ABV.I/8GEIL. +a-I I/8PT.HOT. 5LP.TO I dr-1 d.LF.To I4_4 O.H.D.OH � W 20'-II'o/ALL WALL HOT. LO LO [XT. i r SAVE IPLUS STEPDN HOT. --- - F - �-- - RAILING- --- N + - I I I L--- I I � TAGK I f- -E� I _ 5H/ Y „ _ -------------------- I----j� -- iii l I +1'-0'CANTILEVERED FLR SYS. 3:12 i 1 I I I I _ L --- - F l.__1 r� +a'-I I/8'PLT.HST. F11 r i ! 1 ' ' - - ----- 14 `� ���� UP I7R1 *-�----_- , AHU I I FALSE WALL I+ - \ �/ - -----,--a- 1 -- m I I 1 n I CLOS. I �ILT.� I 1yLT. I I I y i (� I ! 1 q'-I I/8" GEIL. i III 1 IOtwo 20'-Il'o/ALL WALL HOT. i A O I 11 -KV 5 I/2`FORMED 1221x30 i I Q «i10'-Sti POURED GONG.CURB I I I I I _ 1 I 1/8 PLT.HOT. I 1 4 U--------- I ATTI G i I 1 °� I I PLUS STE". ;n w/(2)#5 RODS CONT. I 1 �\ I I I b R#5H. LAGGE55_J I 1 I I 1 +1'-0"CANTILEVERED RR SYS. i�EGE551=D 4'STEPDOWN IN I I 1 SLP. TO_ I 1 1 +a'-1 I/8"PLT.HOT. i 3HOV[R\ I SLAB w!(I)#5 I I # G E i 1 EXT. ! ! 1 1 I I \ I 1 OHC. PANTRY I 1 I ROD CONT. I I --4- - ———— ---- 42"REF./FZR. --- lii U1 1 1I I 1norI F.AVE OVERHANG 2'-O" I I I 1 GOY. I -___ - - __ (1) GR5 6" GONG.HEADER BLK.o/ j PAVER 1 I I I „ I 5T B,� CONY I I L� G STOOP 11 RID �- 1 1 I 1rk/U5E O GRS 8 GONG.BLK.o/ I I - 312 IO'-S I/8" GEIL1 I 20"X 10"GONG. FOOTING w/(3) I 1 O U'v' I i 1 PLUS 5TEPON.I I I 1 THICKENED 4 WIDEN SLAB TO TYPICAL SLAB #5 8005 CONTINUOUS. ° <I TG H E N I I M L Y F III.� 1 I I I ; 2®" x 10" INSTALL (3) RODS 1'-1 1/5"GEIL. I ! I 1 1 1 _ I I CONTINUOUS. I� I I I I 1 I' I VLT.GEIL. P FROM q' 3 I,-'L I Q w/BEAMS 1 1 1 1 I 1 Q w 4 COW.,.SLAB w/FIBERMESH i l SLP.To U� _ I i L� 3:12 I --------- I I 1 I 2't FAVI: ANG 1 - - _ ---------- L- �-------_--- 1 l OR b°xb" 10-10 WV�i o/b17 d 1 N ALL INTERIOR BEARING MIL. VAPOR BARRIER o/ I 0 36 RANEE I - I ry 3:12 1 I I I FOORU55 DESIGNER INC75 TO BE COORDINATED W-LL COMPACTED TERMITE la 7 o/ALL WALL HOT. I� I �r I 1 1 - -. - -- - --TREATED FILL I - - - - II I I , I 1 1 +a II 188 PLT HOT. OHC. B I FALSE:' 1 --I+r -CED CKETS I--------- l I --------------------------- ------------------ I +1'-4 3/4 MR SYS. I F -RAILING- __1 R BRA ---- - - - p 1 VLT• i ; LTA = I I I L�—3"x7 I/4' CEDAR BEAM � _ ---__._._� � I-I- 1 ----------- -- _ ------- ----------------_ --------- 1I BUILT-IN BENCH I ® 1 u EAVE 1 I 1 CANTILEVER ABOVE z �Oil ----------------------------- I I I I I I la=T o/ALL WALL HOT. � — V � ' a'-I 1/8'PLT.HST. V >„ o < O GEDRR BRACKETS +14 3/4'CANTILEVERED FLR SYS. / Z +a'-I I/8'PLT.HST. lu l ` '`� V V Z5 41-011 LU ROOF PLAN FOUNPAT 50ALE: 1/411=11-011 56ALE: 1/4"®1'-0" v jL) 'I LU ROOF E%6MINs O ROOF VENT INTERIOR BEARING WALL OR RAISED KNEE WALLS FROM FIRST FLOOR BEA INS WALL - --- - � FALSE WALL (TYP FRA OVER DOUBLE MEMBERS) DRAhN BY: KBG/DH/BY ALL ROOF FRAMING TO BE PRE-MANUFACTURED ® - ENGINE(-R TO VERIFY GHEGKED BY: ROOF TRU55ES - TO BE INSTALLED PER OFFICE COPY MANUFACTURER'S SPECIFICATIONS BEAMS, DOUBLED 5, OR CARDER TRUSSES BY DATE: 12/IS/I5 EXCEPT WHERE NOTED OTHERS - PER MANUFACTURERS5FE05 ADDITIONAL INTERIOR BEARING MAY BE REQ'D BY ROOF TRU55 MANUFACTURER. CONTRACTOR ® STEEL MEMBERS SCALE: (/4" = I'-O" TO COORDINATE w/ KEVIN CRAY DESIGN CROUP AND WINDLOAD ENSINEER 0 CONCRETE LINTELS JOB : 1455 • STEEL POSTS ®� NOTE: ® WOOD POSTS ADDITIONAL INTERIOR BEARING MAY BE REa'D ___ ROS JOIST'S OR ROOF BY OTHERS V QyDk NO= FF BY STRUCTURAL ENGINEER. CONTRACTOR R MANUFACTURERS GS �� OCG TCROUP ANDCOORDWINDLOAD NATE wl IENCINEERN SARAY DESISN BEAM, JOIST, OR TRU55 NCERS O� �Q� V�•Q� L_ A5_ OF Al I •�O PRE-ENGXINEERED WOOD +� 30. OPEN-CELL INSULATION SPRAY St P OFTRTRUSBESS UJOOD a g ROOF TRUSSES CONVENTIONAL FRAME ROOF/ ��ON 5/8"CDX l UIOOp FOAM INSULATION u a VAULTED CEIL ANDING METAL ROOF o/ _ _ b L SPRAY o (NO VENTILATION REQUIRED) OPEN-CELL SPRAY Ix��4ppNppFAI 12"OAC. )o/ 1N10 VENTILATION REQUIRED) a 3 FOAM ATION THING"✓PLYCLIPB ll STANDING hSEEfA�M M11 ETAL ROOF o/ (NO !CATION REQUIRED) PRE-ENGINEERED WOOD • o T ON 12" Or- �oYWOOD ROOF TRUSSES STANDING;SEAM METAL ROOF o/ p a a 1x4 NAI w 12 Or-(MAS o/ 21-011 �t A4 HAILERS YGLIPS (MAX)o/ 12 ARTMDFE�LTOYN /8 X PLYWOOD b Q r 2 a SHEATHING w/PLYGLI}°8 BSTAND NAW METAL ROOF ) ROOF 2 RAPIERS TAIL ONTO TRUSSES " S o AL T ON r1F CDX PLYWOOD I 4/4x59'HARDIE TRIM 3 OPEN CELL SPRAY A as 'a ALUMINUM EAVE x ba P.T.NAILER DRIP o/ FRIEZE BOARD FOAM MSIJLATION OJT a (NO VENTILATION REQI111�D) CEDAR BRACKETS p 1x2 PTNAIL�ER DRIP o/ - BEAD BOARD -OR- OJ I. 2'-0" SIZE 4 TYPE BY EENNGR. \ TKs FINISH - CEDAR BRACKETS p S 8 E = BEAD BOARD -OR-ALUMINUM DRIP o/ h 2 -� n �PLER TKFINISH z6RAFTERFASCIA BD. iyq�O I - CEDAR BRACKETS Y FRIEZE BOARD TRIM 5/8"GYP.BD. TBEAD BARD -OR- 1).5 0 ° Z MET 8 INC EA r- x ALUMINUM EAVE DRIP / -- _bc2 P.T.NAILER -- ---------- s 4/4x59 HARDIE TRIM FRIEZE BOARD METAL STRAPPING 4/4x725 HARDIE TRIM EXPOSED RAFTER TAILS S MG SIZE!��� (2)2x6 TOP PLATE SiZE 4 1 T PE BY ENCOtof q� �p�p p 311x1 V4'CEDAR BEAM TRUSS BE 4RhJCs PO tfA TOP OF SMOOTH SIDING CEDAR BRACKETS SIZE 4 17 BY ENGR TOP OF PLATE t0 STUD STRAP� TOP OF _ PLATE CEDAR BRACKEtB CEDAR BRACKETS 5/S"GYP.W. R-19 INSULATION PLAN BEAD BOARD -OR- PLATE CEDAR BRACKETS U TKs FINISH 2xb STUDS� 16"OAC• 5/8'GYP.BD. G.M.W. (2)2x6 TOP P'L4TELu STRAP PLATE TO SMD 1654 l2)2x6 TOP PLATE � y TUD l )OC U 12"GYP.BOARD ( SF FLATS 770 67W STRAP l )OC EGTIS MOULD p F� 0 PLATE TO STUD STRAP 0( )O.Q `co I C�2 U ~{ F- I MSD CTIS MOULDING 1212 co 0 1/t"GYP.BOARD w " 03 i YD1/!"GYP.BOARDi 2x6 STUDS•16"O.C. • HARDIE PLANK LAP 810Mo/ 2x6 STUDS 16" = W OG \ TYVEK OR EQUAL DRAINAGE PLANE o/ -ND - (BEYOND) V2"StRUGTURAL SHEAtWMG d1l 2x6 STUDS 16"OG. x =xp Lu (BEE ENG.FOR NAILING PATTERN) �m \\ a, 0 fX (p \ LL 8"xe" ,h 6� HARDIE PLANK LAP SIDING o/ O \ COLS. 7Y�/BG OR EQUAL DRAINAGE PLANE o/ I/2 STRUCTURAL BHEATHMG E SMOOTH VENEER HARDIE FLANK LAP SIDING o/ I� (SEE ENG.FOR NAILING PATTERN) O SPECTIS OR HARDIE TYVEK QUAALM�PLANE o/102"STRLJCTURAL `J -1 '-SPECTIS MOULDING (SEE ENG FOR NAILING PATTERN) STUD TO FLOOR STRAP Q STUD TO FLOOR STRAP STUD TO FLOOR STRAP SH�IJT'TER RAILING STUD TO FLOOR STRAP ( )Or- •( )O.C. INTERMEDIATE RAILS SHALL Zj ( )OIG. 2x6 NO2 SVP.BTM F'LAtE R-19 INSULATION � R-19 M&JLAtiON a( )OG. - -- - • R-19 INSULATION 2xb NOZ S.YP.BTM PLATE 2x6 NOZ S.YP.BTM PLATE - - - NOT ALLOW PASSAGE OF A 4" 2xb NO2 S.Y.P.■ (BEYOND) - (02 BTM PLATE I6 DEEP FLOOR S'(SIEI'I )OR MORE DIAM 16'DEEP FLOOR SYSTEM HARDIE}'LANK LAP SIDING o/ SPHERE ItYPJ I6 DEEP FLOOR SYSTEM _ - _ OPEN WEBBED FLOOR TRUSSESCS) OPEN WEBBEp fLOOR TRUSSES TYv1/2"8 SFOR EGAJAL�TWWx NAGE PLANE o/ OPEN 11 FLOOR 1R18SE8 - - -- - VULKEM DECK o/ I6'DEEP FLOOR SYSTEM (PER MANIFAGTURER6 SFEC'8) rANF (PER ACIIIRER'8 BPEC'8) (SEE ENG FOR NAILING PATTERN) (PER MANFAC1u GM SPECS) V4"HARDIE BACKER BOARD o/ OPEN WEBBED FLOOR TRUSSES I--I UNDER 3/4'tKs PLYWOOD UNDER 3/4'TO PLYWOOD � -- - - - 3/4'EXTERIOR GRADE PLYWOOD o/ (PER McWFAC1URER'8 SPEC*) SUBRAOR(GLUED AND SCRHIED) UNDER 3/4 T4G PLYWOOD SUBFLOOR(GLUED AND SCRBIED) SUBiOOR(CAI ED AND OCRENED) 2x12 FLR.SYS.(CANTILEVER TIE INTO FLOOR SYSTEM, UNDER 3/4"TTG PLYWOOD TAPER TO EXT. SUBFLOOR(GLUED AND SCRIUED) SPECtIS MOULDING %_ _ VULKEM FLASHING --MR 1256--------------------- w ' -- ---------- - - -- --1 1/2"x P P.T.TRIM BD.o/ 5/4x1125"HARDIE TRIM 5/4x1125"HARDIE TRIM _j 5/4x1WRDIE TRIM 5/4x1125"HARDIE TRIM ) �i BAND BOARD BAND BOARD BAND BOAR BAND BOARD TOP OF TOP OF - TOP OF 5/8" PLATE R-38 BATT M18UL. AyE 449"/ x3HARDIE TRIM TOP 4/4x39"HARDIE}RIM - PLATE 5/8"GYP.BD. GYP.BD. 5/8"GYP. W. 1~ (2)2x6 TOP PLATE BEAD BOARD -OR- T#G FINISH (2)2x6 TOP PLATE BEAD BOARD -OR- (2)2x6 TOP PLATE 5/8"GYP.BD. STUD t0 FLOOR t0 STUD SCUD t0 FLOOR t0 STUDSTUD TOFLOOR STUD TO FLOOR TO STUD CEDAR BRACKETS O STUD T4G FINISH (2)2x6 TOP PLATE STRAP ( )O.C. STRAP•! )O G R-38 BATT iNSUL. STRAP O l )Or— STRAP ( )OZ. Lo CEDAR BRACKETS � �yy STUCCO VENEER.ON PAPER F-�I BACKED LATH o/ M N TYVEK OR EQUAL DRAINAGE PLANE STUCCO VENEER ON PAPER c''d O � 1 o/1/2.87RUGt.SHEATHING �BACKED LATH o/ O v � I (SEE ENG FOR NAILING PATTER) TYVEK OR EQUAL DRAINAGE PLANE 2x6$TUDS+16"O G 2x6 STUDS a 16"OJG. o/1/2"SIR=.SHEATHING G6G' � (CONTROL JNtB.PER PORTLAND GEMENT 2x6 STUDS r 16u"O.C.B2x6 STUDS 16"OC. JOR I PATTERN) a •5 1/21'GYP.BOARD ASSOC.RECOMMENDATIONS) I/!'GYP.BOAR 1/2"GYP. OAR (CONTROLNTB PER PORTLAND CEMENT 1/2"GYP.BOAR ASSOC.RECOMMENDATIONS) F O N H - R-19 INSULATION - M M M =gp R-N3 INSULATION _ R-19 INSULATION ..> N ® f--I 0� c o w� STUCCO VENEER ON PAPER ti BACKED LATH o/ STUCCO VENEER ON PAPER TYVEK OR EQUAL DRAINAGE PLANE BACKED LATH o/ o/1/1"STRIJCT."ATI-IMPT.2x6 SOLE PLATE WV PLATE TO STUD PT.3x6 SOLE PLATE W!PLATE TO STUD TYVEK OR EQUAL DRAINACAE PLANE T (SEE ENG.FOR NAILING PATTERN) STRAP a( r CA V2'#xW ANCHOR STRAP )OA I/2'OxV ANCHOR o/1/1"STRUCT.SHEATHING PT.2x6 SOLE PLATE W/PLATE TO STIR 801.18.32'OL W/2x2xV8'WASHER BOLTS s 32"OC W/2x2xU8"W481#R (SEE ENG.FOR NAILING PA RV STRAP•( Y OA 12.1x16'ANCHOR (CONTROL JNTS.PER PORTLAND GEMENT FT.2x6 SOLE PLATE LLV PLATE TO STUD ■ ■ STRAP s! )'OG 12'1x1®'ANCHiOR BOLTS•32 OC W/24" WASHER MIK 2 PER BOARD.ON SOLE SEALER !CONTROL,R�ITB.PER AND GEMENT MR 2 FER BOARD.ON SOLE SEALER ASSOC,REGOhM1ENIDATIONB) MR 2 FER BOARD.ON SOLE SEALER MR 2 PER BOARD.ON SOLE SEALER I BOLTS•32 OC Wt 2x2xU8 WASHER 4'CONC,SLAB W/6xbxIV/IV WWM ( 4'CONIC.SLAB WV 6*40/10 WUW'L ASSOC,RECOMIMENDATIONS + SCREED W/ 6 MI VAPOR AFOR BARRIER OVER 4 GONC. SCREED W/6 Ma.Y BLAB WV 6xbxl®/10 WWM VAPOR BARRIER OVER !1)COIRSE aF 8 GONC.1 J 4"CONC SLAB WV 6xbxl0/16 WWM CLEAN WELL TAMPED TEWI I CLEAN WELL TAMPED TERMITE BGf EP WV b MIL VAPOR BARRIER OVER °HEADER'E1LOgC o!( )ED FILL (LEAN WELL T TERO'iRE TREATED FILL I TREATED FILL FINISHED SLAB CL TAMPED TERMITE COUR6E8 OF S'CONC,BLOCKS W 6 MIL VAPOR BARRIER OVER SCREED _ HOUSE FFE - INTER-LOCKING PAVER SYSTEM TREATED FILL FINISHED SLAB ------ - lu ------------------ --------- ---- --- _ ----------------- -_ JOINTS � (1)GRS 8"CONIC."LINTEL"E4LK.o/! )GRS 8" _ --s.:_,�: ---- P_.___-__.-_.__ ----------- ----- I _B (U COURSE OF 8 CONIC / ��� TO MEET ABIM C33 I'-I►y'CONCRETE SAND (u COURSE OF 8'CONG.-/ 3 Re'BAR GON[T GOI OFLB CONG ) S REBAR CONT. -� 1R GOMT. -- ---- FM GRADE b MM VAPOR SER\ \� pq COAT"\ \, \�/A` :A'��A\:A\:A\: \ \ FR GRADE ,b PK VAPOR BAER FML GRADE �\/V COIJRBE8 tlF 8"CONG BLOCKS 6 MM.YAPOie /i /�V�< /��/� DAMP-PRooFED ��%' �/ SNI WELL ca 1PAcrED. //, i P coAt��\�\�V�� M ori TELL cA'IPac � , i�� .;� i� ,� ,� \ b VAPOR FR GRADE BARRER� \ \ �\ \uv LATEX PAINT .��/�A/\/ iE1�IMItE t ATED ALL /� SD E-�aoo6D A<A V` ' . �� �� �\; A_ �` / !` V�VA� VA�VA�ay�ArEx PaMr;��\ SAV\\\ T il1E 4 ACED FILL .� - �/41 THTCK LIMEROcK QBE COMPACTED (LEAN IIEu ca9PAC7Ec; Ai, LP GOa41./�A \ \ 'r /� A/A \ TERMITE TREATED FILL _ / / / .;�,. / ATO.A carBmr of AT LEAST M%of THE MODIFIED �j �j. ,, \� A/� PROCTOR MAXM DR'rDENSITY(ASTM D 1631) ���\ �\�� �;A I �� :;VA A/ /i = AA ;\ /\ / /\ µver.Doug•.Is° �� /� / /VAiVA/\ /VAiVA vt:RRr.Dauel: "A� V� ✓\\WITH A rnrnr�r LOR o��.(�r�a:i� Aj / �\ E B•(STRUcnaRA )SHEETS aj.W(MR B /i.y��/ /, I4 _ \ \� �� �� A / / ! VA V�. FOR ADDITIONAL MFORMATlON AT TOP 4 MR 8"BEND�� \ � _� / / / � \. OL W/INIL 16 BEJC}/ j / / -O\/,/ //�//A//� !�// 1iF�L DaukL 48 � I� A,j�•., �Ai AVAAiVA%VAiVA�V�� GLEAN WELL COrPAC1ED / / / ////,�� �� �� .BOTTOM ��V�\ n \ / % "FOR dDpJ I�OIBMAT�N AT TOP i MR 8' \��\ �- 0 \ OF STABILIZED SLIBGRADE(NON-PLASTIC,MIORGANIC, OG W1)MR 16 BErD\/ /� , ,/�i, / TERMITE TREATED Flu, V/��/VAS., A, / // �/ �/ \ �i •50TToM /i�/ r i ,/�\ \� /A \ A \ \/ x \ ,A \ O'CM sTEruwll-� \�V���� / , , ., , re ,\ \. V \_ �\ �GRANJL,4R SOIL COMPActm TO A DENSITY OF AT LEAST AT TOP 1 MIN.8'BEND VA VA ;- \ \�'`® V`FOR A�DDRIONAL A F0RIA f RUCTURAW N /A A//A/\, Ai A/\ \ \ \ \ \ \ \ \ V ,/ / s �s 1sT l)eHEETs��/X. . of. . P. .. . .. . .. .t DRY DUTY(ASTM D 531) 2w,x I®"coNG.FTG'/ /y, �y/ �� ��A/\ \/i. /i. AA/\ a'cru sTEMWAII �A VA �\ \ \roR ADDITIONAL n 1AtIarVA .. $T. .I.. . ., .. . .. . +5 RODS CONTINUOUS, ��\/ / 1 -8"�Vii ,�x Is7 CONIC FTG ��. / �j, �,/ / ,�//n/� / •2®°x�'�cdiG /�i/���/ �aND ABIL To A htl�B�JN OF LBR OR 40 8 J STBwwAll -� V �;� �X�VA A� V� \ VA �• / / /s ).nA\ \ \ \ /201 vm\'x% (3)45 RODS s Corrr�=��� /( em \%\%\/�\/, �\ Y /�\%\/�V (B sr )�/ATGARAGE � AT C4NTILEVERE \%\% \AT SALCONITWO �A STORY TWO STORY TWO ST ® Y T STORY EXTERIOR WALL EXTERIOR WALL EXTERIOER WALL- NP iO SCALE: 1/2"=V-011 SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-0" SCALE: 1/2"=V-011 W S RAILING t0 RESIST 200 LMS. � I, PER SQ.FT. MIN HANDRAIL 11/411 TO 2" DIAMETER Vl INTERMEDIATE RAILS PLATE TO STUD let" DiA. x 7" XMIK BOLTS" SHALL NOT ALLOW STRAP )°' O.C_ } PASSAGE OF A 4" (102 mm) W/ MiN. IMBED 2 3/4", 32" O.C. PT. 2x PLATE WO 1/2"Oxl®" i ORM DiAM. SPHERE m INTERIOR SHEAR WALLS. ANCHOR BOLTS 0 32" O.C. 4'I CONC. SLA5 W1 W1 2x2xl/8" WASHER jjj NEWEL POST, SAFETY TERMINAL, 6x6x10/10 W.WF. OR (2) 05 REBAR CONT. CONE STORY) MIN. 2 PER BOARD. -- VOLUTE, OR TURNOUT FIBERMESH CONS , (3) 05 REBAR CONT. (TWO STORY) Lu .fin ;9 4" CONIC. SLAB W/ 8" SCREED V/ x — cov. 6x6x10/10 W.WF. FINISHED SLAB —e z ---- --= ° --\_��_-°a �'4 CONT. B&CM �� n�7 = Z O PLUS 81ECEILPDN // ° - O ' STAN�MG SEAM METAL ROOF 10-5 ■ } z � -_v�\ w 45 REBAR CONT. Z lu S/412514ARDIE TRIM PECTIS MOULD ME) � � 4/4x125 HARDIE TRIM //\\ \\//\\ a � a� \\ \\ \ � - ° `,�• ° � � 3 �- 1 3 12 SMOOTH SIDING / /\\/ \ \ \ \ \ --------------` - -= ___ -=='f1 FiN. GRADE _ +� 2 -0 " -� 3 /// ///// / ///// // \/// \ \ // / / / \/ ' DRAINAGENINE— ® rd .4, %VMD 1654 Qb) VAPOR BATE / / /i/'`/\ �- - I IONAI FRAM YL.T'D CEILING 2 _ VAPOR BARRIER _ go r -- - -- - - - -- " a MINIMUM & MILL MINIMUM r MILL - \ \ \i l` � \ / �, 1 I I I ', _ 12 � 3 xl V4 CEDAR TFidA LAR OPN G FORMED ,✓ � -------- r—, (� —� - - ----------------- BY THE RISER, TREAD AND STORY) --a---- \ . d _.-- SsOT'1 OM RA OF GUARD \ COMPACTEr FILL 1' RAFTER TAILS � AT THE OMEN NIDE OF A STAIRWAY I - FAUX SEAM - - --- -- - --- -------- ARE PERMITTED TO BE OF SUCH A CEDAR BRACKETS 4x4°s CEDAR BRACKETS® SIZE THAGAN SpA-ERE (152 mm) (TWO STORY) COMPACTED FILL �— I- d8 - _ — P THROUGH 8" CMU STEMWALL We f_ ll (^'� —I V n FA tL— I �I 1 8 (2) i15 REBAR < BEI�'IUDA SFaUTTERS---- 0 C\ \I I ��"+k*M�ti I— -ll = t�ID�n8�'tOULDINcs F- � TYFJ � �� J� �i � ���...� ALL CELLS GONG. FILLED � l 1 �� J IIS! \ ®.J _ RAILINGDETAIL 1- ° -- - -- - -_.. SMOOTH VENEER SCALE. e4�o 1°-0" � � I IU 1 I/S IL I VCT.CEIL.UP ' I Ilt3°'II, _ SPEG1'IS OR NA�RDIE � U_ u i� E ® ® COLS. 1d)h - SCALE: 1d.T S. FREC"'ESSED WDETP41L - DETAILS 5Y �\ -1� � .DFvIGNER l RaILd�Ca _o m =1d1 - SCALE: 3e4" 1'-®" ® ' SNUTiER RAILIf -- - 0 � IA RAILS ------SPECTISDMG Q `fl r NOT ALLOW I 5AWAGE 4 �- - n OD SIP _ III _ - - -- -- --- �- SPECTIS MG -- IN3®OMBU2.11 RST BLE CONSTRUCTION FI OCK ---- -INTERIOR LIVING AND ATTIC STORAGE - --- - - REEL ING SHALL BE PROVIDED TO CUT OFF ALL 5PAGE5 REQUIRE A THERMAL BARRIER CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN OVER ALL FOAM PLASTIC MATERIALS, 5/4x1125'HARD TRIM ------- - - `� _ `+- -• STEM WALL IN BACKGROUND AN EFFECTIVE FIRE BA I SAND SOARD�- �' INTER-LOCKING PAVER SYSTEM I --_-_---- ' SAND FILLED JOINTS RR ER BETWEEN STORIES, AND BETWEEN THE TOP STORY AND INCLUDING SPRAY FOAM, I.G.F., AND SIPS THE ROOF SPACE. FIREBLOGKING SHALL BE PROVIDED IN WOOD-FRAME CONSTRUCTION PANELS. CEDAR BRAGCET@ 2 _ CEDARSR4CKETSO i" - 112" CONCRETE SAND TO MEET ASTM C33 �___ __ I 3/4�� RECESS (EXTEND PAST JAMS 4„ iN THE FOLLOWING LOCATIONS. EACH SIDE AND 4” BACK FROM OPNG.) i• 1N CONGEALED SPACES OF SCUD WALLS AND PARTITIONS, INCLUDING FURRED CEILINGS ARE TYPICALLY CONSTRUCTED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: IMITH 6YP5U0`�i WALLBOARD AND QUALIFY _ u l 4" THICK LIMEROCK BASE COURSE COMPACTED I �� I.I. VERTICALLY AT THE C C� LIVING E FILING AND FLOOR LEVELS. I �� 4 GONG. SLAB W/ AS A THERMAL BARRIER FOR THE SPRAY �-- t0 A DENSITY OF AT LEAS} 100go OF THE MODIFIED \__--_ , _ ~ - ---- -- ROOT I _ PROCTOR MAXIMUM DRY DENSITY (ASTM D 153-r) bXrox10,10 W.Wr-. U. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET C3048 MM). FOAM INSULATION TO BE USED. H ❑ OO �� ( I 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPECIALTY CEILINC75 SUCH AS COFFERED JJJ �e l WITH A MINIMUM LBR OF 'i5. (OPTIONAL) , Q VE CEILINGS. 9'-i VON CE 9'-i 1/S"CEIL -� S OPE 3PACNSCONGEALED SPACES SUCH AS OCCUR AT BE IW)=ED STAIR STRINCxERS ATP CEILINGS AND THE E TOP AND BOTTOM OF BEAMED, AND DOME GEILIN65, MUST HAVE °'°< AN APPROVED THERMAL BARRIER DRA14N BY• THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION 8302.1. K8G/DH/BV �1 �� i 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, GABLES, AND WIRES AT CEILING AND N Or- T SPRAY FOAM AND THE INTERIOR OF THE EiU11.DIN6. I - , .. VAPOR B.4RT�IERi 0 FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME GHEC�KED BY: T � I \ �h'tlNfh'lUM 6 !_Li AND PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL - - - r -- • //�///�//v//��/�//�// NOT BE REQUIRED TO MEET THE ASTM E 136 REQUIREMENTS. I /\ /\ � 5. FOR THE FIREBLOGKiNG OF CHIMNEYS AND FIREPLACES, SEE SECTION 81003.19. - DA'I'S: I C2) +'5 REBAR CONT. / Co. FIREBLOCKING OF CORNICES OF ATWO-FAMILY DWELLING IS REQUIRED AT THE NO PAVER \ \ \ \ \�/\�/� / / %/��� %/��%/�%/ LINE OF DWELLING UNIT SEPARATION. TE- --------------------------- , \/ /�// / //�/�. //s, `/ ENGINEERS STRUCTURAL CRITERIA, A -------------------- / �� �\ \COMPACTED FILL SGAL.E: I MAY OVERRIDE SHOWN DETAILS. 8302.12 DRAFTSTOPPING. IN COMBUSTIBLE CONSTRUCTION WHERE AS NOTED 1211 AND STRAPPING ST FOR 12" OF STABILIZED SUBGRADE MON-PLASTIC, INORGANIC, 1'-0" THERE iS USABLE SPACE BOTH ABOVE AND BELOW THE CONGEALED SPACE FLOOINFORMATION REFER TO ENGINEER! OF A R/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT JOB NUMBER: GRANULAR SOIL COMPACTED TOA DENSITY OF At LEAST THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1000 S62 UARE SHEETS. 1453 AN ST ATHE PROCTOR MAXIMUM DRY DENSITY (ASTM D 1530 FEET (92.9 m2). DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE AND STABILIZED t0 A MINIMUM OF LBR OR 40. INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ` 0� ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANEE I A G REMISED: �� IRN DOWN GARAGE DOOR BELOW, LIES UNDER THE SHALL WI PROVIDED IN FLOOR/CEILING Vf � ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: � �: SCALE: 1/41'=P-O° 1. CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. CjO Ir\�js 2. FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR FAVER DRIVEWAY) 5 0 PERFORATED MEMBERS. O� G G_a- 1 jv 1' SCALE: 3/4" = -0" � w A(o- All (2) #exI SCREWS bsgg Q EACH 5 IDE OF .. • EACH CORNER (16 TOTAL) a ��,• ' WEATHER RESISTANT BARRIER ELEV PER GREEN SEE C. P $ OVERLAPS THE 5x5 FLASHING METAL SPARK SEE WRB 0 ARRESTOR 2x4 i=LEV EXTERIOR WALL SHEATHING w a� e ♦ j GUT AND FOLD 5x5 FLASHING in TO FORM KICK-OUT AS TO SHED 5E 2x4 #2 SPF (WRB) WEATHER RESISTANT BARRIER 9 WATER AWAY FROM HOU 3 PLY CORNERS - o I0 -0 EXTERIOR FINISH KIGK OUTS PER SPEC. - ♦ F 5x5 FLA5HIN6 w/ KICK-OUTga °s�►� a � ♦ TO SHED WATER AWAY FROM HOUSE S MTL. ROOM , SEE WRB ♦ PER SPEC. g ELEY I CRICKET (WRB) OVERLAPS THE 5x5 FLASHING o *4 A5 REO'D >. H6T. PER SPEC. ROOF SFfEATHING o o� ° s `° 4w 4w• ♦#♦ , 3 a e'd � o MTL. ROOFING PER SPEC. 5x5 FLASHING 1 N1 KICK-OUT >. 1-16T. PER SPEC. a TO SHED WATER2x6 #2 SPF FASCI I , METAL DRIP EDGE ♦ I II AND DRIP EDGE FASGIA '�' FROM FACE OF WALL z 1 -411 1'-¢„ CHIMNEY FLUE METAL DRIP EDGE 01 OUTSIDE FACE OF I o I---I EXTERIOR WALL cit a 2x4 #2 5 2x4 #2 SPF CHIMNEYS SHALL EXTEND AT LEAST TWD FEET 3 PLY CORNERS HIGHER THAN ANY PORTco ION OF A BUILDING 8 I6 O.G. O I VALLEY FLASHING 2-9 I WITHIN 10 FEET ENJT SHALL NOT BE LE55 THAN Ip 12" I I 3 FEET ABOVE THE HIGHEST POINT WHERE EXTERIOR FIN15H W EXTERIOR FINISH PER PLAN I I THE CHIMNEY PASSES THRU THE ROOF 5x5 FLASHING f 5x5 FLA5HIN6 PER PLAN FASGIA I I UNDER HOUSE UNDER HOUSE a a I WRAP (WRB) WRAP (WRB) 1,f• GABLE END TRUSS 2 WW o I I MSTAIB w/14 IOd. NAILS I o EACH CORNER TO BLOCKING x OUTSIDE FACE OF p 1000 EXTERIOR WALL (2) 2x SYP BLOCKIN6 W/4 13"xI5" NAILS EACH END T� I•� I I lJ I I i O I`tC"7 SCALE: NT5 GH I MNE"'r FRAM I NO 4 FLASH I NC SCALE: NTS KICK-OUT L,45�t I NO O 65LE HIP RETURN L SCALE: NT5 -1 � w TT1�RI�LE� 1:FfN1� e TYP ILIRISHN FACIA 8tE j —�Y�d"IgIR,d,k}I1EpG1RAL ( I ) PERIMETER FLASHING: O NSI 6.1.cam" BAIB�IN6 SHINGLE ROOF UNt>2�®U�#1NifI R IN5TIftt IOR OR TO EAVES MAY BE TERMINATED WITH A DRIP EDGE FLASHING OR A BUIL»IIl .1�IN8iLATHJNGPIE9�R �lGK LO METAL VALLEY GUTTER AT THE TRANSITION WITH A SIDE WALL. REFER TO MATERIAL AND APPLICATION METHODS FOR FABRICATION METAcQ L LATH METAL LATH FLASHING d�e�i CONT. PT tsg? - ATTACHMENT, AND SIZING SET FORTH IN RAS 111. METAL PROFILES SHALL BE CLOSED AT EAVE CONDITIONS WITH CLOSURE STRIP, SEALANT OR METAL CAPS t0 CREATE A o c 50 YR. ARCHITECTURAL j CONT. PT !x4 = _- j rA� V 5HIN6MERSIOROOFIN6 WATERTIGHT CLOSURE. F - METAL R �VlN6L RAKE WALL FLASHINCxS SHALL TERMINATE AT THE HIGH POINT w 4 U �+' INST TOP \ OF THE PANEL OR A TRANSITION JOINT SHALL BE FORMED TO ,� 5 OF FELT OF FELT d AVOID WATERFLOW AT THE METAL TRANSITION. RAKE pq PRIORMORR=�FIN6 FLASHINGS ARE PERIMETER FLASHINGS AT THE SLOPING EDGE OF THE METAL ROOF SYSTEM ASSEMBLY, USUALLY TERMINATED ICE 4 WITH A DRIP EDGE OR GRAVEL STOP FLASHING. RAKE 8'° WIDE CONT. ROLL 50 YR. ARCHITECTURAL _ WATER SHf ELD ----------------------------------------- AND FLASHINGS ATTACHED BE BRICATEDFROM RAS SIZED � o FLASHING NAILED SHINGLE RObWTAL ROOF EDCOMPLIANCE TO SIDE OF Ix4 8 STRIP FLASHING w SHEATH NG INSTALLEDFACE OF t 2 ► VALLEY FLASHING: PRIOR TO _' �J OFIN6 VALLEY FLASHINGS SHALL BE FABRICATED FROM MATERIALS PELT E RO A COMPATIBLE WITH THE ROOF PANEL THAT ARE THE SAME OR RE ISYSTEM, AND NOT LESS THAN THE GAGE OF THE METAL PANEL. fi�00F TO UJ>�LL L,4IN R00F T F�. 1 C-� ; LFLASHING. �I VAL EYS T BE ORTED BY UNDERLYING (ROOF SLOPE PARALLEL TO WALL) I (ROOF SLOPE MEETS WALL) SCALE: " = 1'-0" NON-STRUCTURAL SYSTTEEMS) OR BY STRUCTURAL DMEMBERS FOR „ _ , �, „ _ , u SEMS)__J . PANS SHALL BE SECURETH OF THE VALLEY D AT THE STRUCTURAL BY: SCA : 3 - 1 -® SCALE - - - - -- -- - - - -A HOLD DOWN CLEAT AT THE TRANSI WI VALLEY: --- , -OR FASTENERS PENETRATING THROUGH THE PANEL TO THE _ STRUCTURAL MEMBERS OR SHEETING BELOW: - -- - - - - -- I - - - O ------- ----- ---- -OR OTHER METHOD DEFINED IN THE PRODUCT APPROVAL FOR 3 THE METAL ROOF SYSTEM ASSEMBLY. CLEATED PANELS ARE REQUIRED FOR CONCEALED FASTENER APPROVED TREMCO SEALANT SYSTEMS SUCH AS STANDING SEAM. THE CLEATS SHALL BE SET IN AT ALL SILL LOCATIONS A BEAD 01= SEALANT AND FASTENED 6 INCH oz. WITH A PAN DETAIL GOAT OF VULKEM 350NF-R - HEAD SCREW ON PREFINISHED METALS. ALTERNATIVELY, CLEATS MEMBRANE AT 60 MILS, ON ENTIRE ( 4 ) MAY BE SOLDERED IN PLACE WHEN USIW_s CORROSION RESISTANT CURB SURFACE AND RUN DOWN O �� METALS. MECHANICALLY FASTENED PANELS SHALL BE SECURED VULKEM 351, g50NF OR q51 NF TOP GOAT ONTO HORIZONTAL DECK 5 AT THE VALLEY TRANSITION. PANELS SHALL LAP A MINIMUM OF 3 INCH OVER THE VALLEY WHILE MAINTAINING A MINIMUM 6 INCH VULKEM 350NF OR 56ONF BASE GOAT VULKEM 351, g5ONF OR 4151 NF TOP GOA DYMERIG 240FG OR DRAINAGE CHANNEL. ALL VALLEY FLASHING ENDLAF'S SHALL BE ALUMINUM FASCIA - MECHANICALLY VULKEM 35ONF OR 36ONF BASE GOAT A MINIMUM OF 6 INCHES AND SHALL BE MECHANICALLY FASTENED APPROVED TREMGO AND SEALED. FASTENED FLUSH TO HARDIE BACKER BOARD SEALANT CANT BEAD ol AND PLYWOOD 54 "HARDIE B-SIDE EACKER MUST BE - 3 RIDGE FLASHING: 3/4 EXTERIOR GRADE PLYl�OD I/4" HARDIE BACKER BOARD o/ (INSTALLED A 3/4" EXTERIOR GRADE PLYWOOD RING-SHANK / SCREWED INTO PLACE) 8, (INSTALLED A-SIDE UP AND MUST BE RING-SHANK / SCREWED INTO PLACE) ap r _ _ T _ - - O H ' FLASHING: (NOTE: WOOD SURFACES P 1UST BE PRIMED WITH 0 RIDGE, HIP, AND HEADWALL FLASHINGS SHALL BE FORMED OF '� VULKEM PRIMER #I'll) ----- -------- CLOSURE METAL IN C�BIMATERIAL AND NATION WITH �ASTENING DEVICES. ALL OR (NOTE: WOOD SURFACES MUST BE PRIMED WITHSTRIP # DYMERIG 240FO OR APPROVED TREMG R 1-11 „ PANELS SHALL BE TURNED UP AT TERMINATIONS TO CREATE Z VULKEM PRIME ) SEALANT CANT BEAD- I WIDTH I A WATER STOP. IF THE METAL PROFILE 15 t00 RIGID OR THE OPTIONAL: DUALFLEX OR CLOTH TAPE- 1/4" BACKER ROD VERTICAL METAL WILL NOT ALLOW FOR A BEND, THE PANS m VA \j EMBEDDED IN VULKEM 55ONF OR 56ONF DETAIL GOAT SHALL BE NOTCHED AND TURNED UP WITH SEALANT APPLIED . VULKEM g50NF MAY BE USED AS TOPCOAT IN AREAS WITH NO U.V. AT ALL CUTS AND OPENINGS. ALL END PANELS SHALL BE DYMERIG 240FG ORA VED TREMCO NOTE Vl�. CLOSED WITH A METAL ROOF PAN CLOSURE STRIP OR A SEALANT CANT BEAD- I" WIDTH CLOSURE STRIP BONDED INTO PLACE. END AND RIDGE I CLOSURES SHALL BE DESIGNED TO RESIST WATER BLOW I/4" BACKER ROD — "ULKEM TYf0=41GAL DOOR SILL I BACK AS WELL AS VERMIN AND INSECT ENTRY. LU u NOTE: VULKEM g5ONF MAY BE AS TOPCOAT IN AREAS WIan;,.,1 No U.V. FROM 'R CO SEALANTS D !N& '1 ¢MI DO-25 k ; I I VULKEM TYOFOOOICAL EDn-;,= 5 tu CRICKETS AND SADDLES FLASHING: � (� TREMGO SEALANTS DRAWING NUMBER DG-05 �\- --- --- ------ --- --- -----i /y FROM A CRICKET OR SADDLE SHALL BE INSTALLED ON THE RIDGE SIDE OF ANY CHIMNEY OR PENETRATION MORE THAN (30) o 1 INCHES (162 mm) WIDE AS MEASURED PERPENDICULAR TO THE V , Q I T SLOPE. CRICKET OR SADDLE COVERINGS SHALL BE SHEET tu TAL POST METAL OR OF THE SAME MATERIAL AS THE ROOF COVERING. M THE RIDGE AND VALLEY FLASHINS OF CRICKETS OR SADDLES ca SHALL BE THE SAME AS THE RIDGE AND VALLEY FLASHING ON VULKEM 351, g5ONF, OR q51 N IME w/ TREMPRIME THE MAIN ROOF. TOP GOAT �r NON-POROUS PRIMER EXCEPTION: UNIT SKYLIGHTS INSTALLED IN ACCORDANCE DUALFLEX EMBEDDED IN BASE GOAT VULKEM 35ONF-R OR 360 NF YMERIG 24OFG OR APPROVED WITH SECTION R30Sb AND FLASHED IN ACCORDANCE WITH THE Z DETAIL GOAT �� �e GO SEALANT CANT BEAD 1'e"IANUFACtURER'S INSTRUCTIONS SHALL BE PERIMBTTED TO BE VULKEM 351, 45ONIF OR 1151 NF TOP COAT INSTALLED WITHOUT A CRICKET Oil SADDLE. `Z ALUMINUM FASCIA - MECHANICALLY � ��� � �� FASTENED FLUSH TO HARDIE BACKER BOARD v AND PLYWOOD 6 BA A R IN SE ND GOUNTE FLASH___ „ NOTE: VULKEM g50NF MAY BE USED AS TOPCOAT IN AREAS WITH NO U.V. O II I/4 HARDIE BACKER BOARD o/ 3/4" EXTERIOR GRADE PLYWOOD RAKE WALL FLASHINGS ARE BASE FLASHINGS WHEN A METAL (INSTALLED A-SIDE UP AND MUST BE _ TYF. TREATMENT OF �� ®��� (I NTALLE K / 5GREWE® INTO PLACE) ROOF SYSTEM ASSEMBLY ABUTS A VERTICAL WALL AT A SLOPE CONDITION THE FLASHING SHALL PROVIDE A WATERPROOFING FROM TREMCO SEALANTS DRA1,11N6 NUMBER D '-11 BRIDGE BETWEEN THE METAL ROOF SYSTEM ASSEMBLY AN THE I VERTICAL WALL. � OTE. WOOD SURFACES MUST BE PRIMED WITH VULKEM PRIMER 1'71) I OPTIONAL: DUALFLEX OR CLOTH TAPE- EMBEDDED IN VULKEM 55ONP OR I 56ONF DETAIL GOAT DYMERIG 24OFG ORAPPROVED TREMGO SEALANT CANT BEAD- I" WIDTH IPE O I/4" BACKER ROD VULKEM 345 OR g5ONF IME w/ TREMPRIME I INTERMEDIATE GOAT N-POROUS PRIMER NOTE: WLKEM g50NF MAY BE USED AS TOPCOAT IN AREAS WITH NO U.V. 7YMERIG 240FG OR APPROVED WLKEM 55ONF-R OR 56ONF T BEAD BASE GOAT CO SEALANT GAN I. lt' U L KEM 1 to.j DGE DETAIL - 2 VULKEM 35ONF-R OR 56ONF LKEM 346 OR 4151 NF TOP COAT DETAIL COAT FROM TREMGO SEALANTS DRAWIN6 NUMBER DG-08 I PERIMETER SAVE FLA5HIN6 ON.T.S. PERIMETER RAKE FLASHIN6 6 BASE RAKE WALL FLASHINGS O N.T.5. O N.T.S. C RAM B x: KBGIDH/BY VULKEM 351, g50NF OR g51 NF TOP GOAT -- - --- ----- -- ------OF-ArN1 N/ KEYED FLASH I NO DETAILS SCALE: NTS CHECKED BY: VULKEM 35ONF OR 56ONF BASE GOAT NOTE: WLKEM g50NF MAY � USED AS TOP AT IN AREAS WITH NO U.Y. i --- - - ----- - --- -_---- 1/4" HARDIE BACKER BOARD o/ 3/4" EXTERIOR &RADE PLYWOOD DATE: T A-SIDE UP AND MUST BE M TYP. OF A PENETRATION, I2�I�J�I�J (INSTALLED VULKEM SCALES NOTED RING-SHANK / SCREWED INTO PLACE) FROM TREMGO SEALANT5 DRAWING NUMBER DO-50 F ' JOB mfileER: DETAIL STRIP OF WLKEM 55ON 1/16" THICK JOINT FILI-ED w/ OR VULKEM 56ONF TREMCO APPROVED SEALANT I4�J3 OPTIONAL (REINFORCED w/ DUALFLEXI o ,��0�METASROOF , FIBERGLASS TAPE) INO OR CLOTH TAPE OR N T FLASH G L E3ALG0 NOTE: WLKEM g50NF MAY BE USED A5 TOPCOAT N AREAS WITH NO U.V. �� � �o 0 Dws No: I7ETA1 5 � FLASHINO, 5 0 VULKEM TYPICAL JOINT IDETAL VULKEM 351, g50NF OR g51 NF TOP GOAT 5OAl OF AII I WOOD FRAMING o 1610.G. 8705.5 FLA5HIN6. APPROVED CORROSION-RESISTANT FLA5HIN6 SHALL BE APPLIED Gently raise the, bottom edge of the flap created in the WRB and temporarily tape the top Install shims in such a manner that they are not permitted to interfere with the application of the '72.10.5 Gut a place of head flashing that is the width of the rough opening, plus two, times the W LE FA5HION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE ALL CAVITY OR corners and center to the exterior face of the, WRB 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). g p g p b " PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING GOMPONENT5. order to allow for Installation of the window and head flashing later. SHEATHING SELF-ADHERED MEMBRANES USED AS FLA5HIN6 SHALL COMPLY WITH AAMA 711. THE FLASH1146 NOTE 2: Either self-adhesive flashing (see Section 72 . .4) or mechanicallyattached flashing g (see 1.2.10.6 Apply a continuous 4 mm (3/6 in) nominal diameter bead of sealant along the mounting ° SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVEDo METALEWANDED LATH( LF-FlIRRING) CORROSION-RESISTANT FLASHINC75 SHALL BE INSTALLED AT ALL OF THE FOLLOWING 5epg '1 n. 2.10) shall be permitted to be used for Jamb and head flashing, per the following flange at the head. Apply an additional a mm (3/6 in) nominal diameter bead of sealant o LOCATIONS: IG.F. LCF. horizontally 216 mm (6 1/2 1n) above the rough opening (inline with the tip of the Jamb flashing). ; ffs ° HOUSE I-P -MOISTURE BARRIER r T I mechanical) attached flashing to head over sealants and secure with mecharlical p ° rt; (�,A�1_��pl,p,�yam) I. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DDDR Appy y g OPENIN69 SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE 7.2.4 Jamb and Head Flashing Installation Using Self Adhering Flashing ., -� 9 g 9 9 fasteners (see Figure l4). a� p� p WATER-RE515TIVE BARRIER FOR W155EGUENT DRAINA6E. FLASHING AT EXTERIOR WINDOW - - - 7.2.4.1 I flashing over the mounting flange of the window at both ambs. The self adhering _ NIAT'Ht RESISTANT BARRIER AND DOOR OPEN)N65 SHALL BE INSTALLED IN ACCORDANCE WITH ONE OF MORE OF THE _- Apply 9 9 9 � g " ��, ��o � (LAYER 2-BAND BREAK WRB) FOLLOWING OR OTHER APPROVED METHODS: flashing shall be a minimum of 100 mm (4 in). Ww With self-adhering flashing, the additional bead of R rFLA6#aN6DTN M.ASNINSwrom I - � � �g� 'T � g w STUCCO SCRATCH GOAT(3/8'THICK)MUST BE 1.1 THE FENESTRATION MANUFACTURERS WRITTEN FLASHfIN6 INSTRUCTIONS. sealant over the mounting flange (see Sections 7.2.10.2 and 7.2.10.6) shall be omitted. w,0,�,, DOOROA,�. HORIZONTALLY SCORED 12 THE FLASHING MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. 1.3 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, OR FMA/WDMA 250. 7.2.42 Gut the Jamb flashing to a measurement equal to twice the roll width of the flashing RaJISH� ° s o tat 1.4 IN ACCORDANCE WITH THE FLASHING METHOD OR A RE615TERED DE516N PROFESSIONAL - _ being used, plus the height of the rough opening, minus 25 mm (I in) (see Figure 12) �L -�� d Q STUCCO BROWN GOAT(3/8"THICK) ---- 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MA50NRY CONSTRUCTION WITH FRAME OF I-aF. i STUCCO WALLS, WITH PROJECTION LIPS ON BOTH SIDES UNDER STUCCO GOPIN65. �_ _ ° 5TUGG0 FIN15H GOAT(1/6'THICK) 3. UNDER AND AT THE ENDS OF MASONRY, WOOD, OR METAL GOPIN65 AND SILLS. ore w:s wee ' O� aF -LCF. � ►� oy „ STUCCO TEXTURE GOAT 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. -- - STARTER STRIP OF HM S. WHERE EXTERIOR PORCHES, DECKS, OR STAIRS ATTACH TO A WALL OR FLOOR A-5EMBLy EXTERIOR OF WOOD-FRAME CONSTRUCTION. 7.2.3 Applying a Sill Pan Flashing 6. AT WALL AND ROOF INTERSECTIONS. WEEP 50RM TERMINATION 7. AT BUILT-IN CUTTERS. 72.3.1 There are a variety of sill pan systems available. (Reference A5TM E 2112 guidelines for (5EE WEEP SCREED SECTION) the latest information) The pan shall direct water to the exterior of to the membrane drainage wrmow ooae plane for subsequent drainage to the exterior of the building. - FRorrrv� - vEN n ALL WINDOW AND DOOR FLASHING SHALL COMPLY WITH FMA AMMO 711, 100, 200, AND 250. '7.2,3.2 When self-adhering flashing is used as a sill pan, cut to a length equal to the rough i FOUNDATION EXCERPT• OF FMA AAMA 100-07 opening width plus at (cast 150 mm (b In) up the Jamb, to form an end dam (see Figure, 6). 2X Z oss wzs � � 6.0 PRE WINDOW INSTALLATION PROCEDURES wzs FIGURE 14 EXTERIOR eA CQ 0 H to I�. FIGURE 12 N v 6.1 Pre-Installation requirements performed by others, per the manufactures instructions. r �, 7.2.4.3 Position the top end of the flashing 13 mm (1/2 in) below the location where the top edge 7.2.10.7 Use mechanical fasteners to secure mechanically attached flashing (see Figure 20). ,� 6.1.1 Rough Openings of the head flashing will cover the Jamb flashing later (see Figure 13) e f a NOTES: 6.1.1.1 The builder/contractor shall construct the rough openings in accordance with the window was _ _ manufacturers size and tolerance requirements. ;- VANXW MO. �� -m ,�c�p,E _0 cM Lr F15 'OF NIGALLr FA3 IAF. 44 '� 6.1.12 The rough opening shall be plumb, level, square and true within 6 mm (1/4 In) prior to _ s ____ n,-u►��r - x I. STUCCO SYSTEM SHALL CONFORM 4. SHINS OF LATH SHALL Oe the installation of the window. Manufacturer's instructions may supersede these tolerance FL AMW - r - IPE W Q" O �- PRtt�lt PRIMBa / INSTALLED IN A HORIZONTAL ORIENTATION ranges. /y o ° - -IGF. _ -LG.F /TO ASTM STANDARD G 1063-06 AND AND STAGGERED ON THE WALL. -- / / STANDARD Co 612"&a (2005) 6.12 Water-Resistive Barriers (WRB) 2x M S. LATH SHALL BE LAPPED In ON This standard practice recommends that the NRB be installed prior to the, window installation. 2. SUCCESSIVE GOATS SHALL BE ENDS AND ON SIDES- WIRE TIE OR The installation method described in this standard practice is based on this sequence. FIGURE 6 EXTERIOR __F <-- / APPLIED AS SOON AS POSSIBLE AFTER THE FASTEN TO FRAMING. IF LAPPED BETW�N _-- 0 DFVM q71 FRAMING MEMBERS WIRE TIE AT al"O.C. - OF Wo le+ FaoNry UNDERLYING GOAT HAS SUFFICIENT 6.12.1 The application of the WRB Involves covering the vertical surfaces of the wall, lapped, The self-adhering flashing sill pan system shall cover the sill to at least the depth of the window, _ oFwr�oow aFo�oae q - ` ,,,� STRENGTH AND RIGIDITY TO RESIST DAMASE b. LAPS IN THE WATER RESISTIVE fastened, taped and sealed per the WRB manufacturer's Instructions. plus 50 mm (2 in) onto the face of the WRB drainage plane (see Figure 7). 2X F9 _ WHEN THE NEXT GOAT 15 APPLIED. A MIST BARRIER (ARB). SHALL BE MINIMUM 2" ON 6.12.2 Penetrations through the WRB for the installation of windows shall be made in 2x M �` °� "� °� Wqe SHALL BE MAINTAINED A5 NEEDED ENDS AND SHALL BE SHIP LAPPED. ►� FIGURE 20 FOR CLIMATIC CONDITIONS. accordance with the WRB manufacturers recommendations or this standard practice. runs �,•, EXTERIOR � 11. INSTALL STRIP LATH AT CORNERS - T W.F. FIGURE 13 EXTERIOR I--I OF OPEhlIN65 6.12.3 The WRB shall be applied in water shedding fashion, starting at the base of the wall Do not Interfere with the NRB flap at the head. Tuck the top of the Jamb flashing under the top 7.2.11 Remove the previously applied tape which holds the flap of the WRB at the head. Allow 3. LATHING SHALL BE CONNECTED TO and working towards the top. The WRB shall be applied to the face of the building framing -- flap of the NRB at the head. the flap to lay flat over the head flashing. Apply a new piece of sheathing tap over the entire THE STUDS WITH I a, I A" LEG, ° or sheathing.4•g '# g• diagonal out made to the WRB. The tape shall be compressed against the WRB and the head GROWN STAPLI=S SPACED AT 7"O.C. - '7.2.4.4 Use firm pressure to apply the self adhering flashing to promote seal to window flange flashing, which extends over the Jamb (see Figure 21). w 62 TWO LAYER WRB SYSTEMS and ARB. w►mow oP++s. e 62.1 A two layer NRB or building paper (BP) system may be required 1n accordance with - '7.2.4.5 Apply a place of flashing across the head of the rough opening. The head flashing shall state and local codes. The window shall be flashed/Integrated with the WRB and Into the wall S-AWW" be cut to the width of the rough opening plus two, times the roll width of the flashing, plus 50 mm - TFT- 'cF. _ �THIs em: per the NRB manufacturer's instruction. - 2k ,- E (2 in) (see Figure 14). wes - wrss 6.2.2 After the installation of the second layer of NRB, the cladding shall be applied with a 2x weep screed installed at the bottom of the first floor and at the bottom of any floor above - or over a concrete mason unit (CMU). TYP I CAL STUCCO INSTALLATION '� / FIGURE 7 EXTERIOR ;// 02 NOT TO SOAL.e 7.0 Ni1VGs�N INSTALLATION PROCEDURES Fvenn�m m F�xrS wvm � / 7.2.4 If a rigid or semi-rigid sill pan system is used, follow manufacturer's Instructions for installation details and inte ration with the NRB and flashin / 0 v 7.1 PRE-INSTALLATION INSPECTION g g' F w� q p.� 0 SHEATHING �Ra r�, �, � of raetrool I OFD= 0 v 7.1.1 In the event that the NRB Is installed after the window Installation, refer to A5TM E 2112 7.2.5 Inspect and clean the back side (Interior surface) of the exterior window mounting flange. Ft w� Uj w � EXPANDED METAL LATH(5ELF-FURRING) for various sequencing considerations. Look for any sealant gaps or misaligned welding at the corner joinery. If corner seals are ww�ow DOOR � �19 w� � missing In whole or part, contact the window manufacturer for the recommended remedy. w� a 0 .5 STUCCO SYSTEM 7.12 Before installation can occur, the Installer shall Inspect the ARB to ensure that it Is °' p FIGURE 21 EXTERIOR (SCRATCH AND BROWN GOATS) 7.2.6 After cleaning the mounting flanges, carefully run a continuous 9 mm (3/5 In) nominal installed in accordance with this standard practice and the WRB manufacturers instructions. STUCCO FINISH GOAT Any tears, penetration or defects within 305 mm (12 In) of the rough opening area shall be diameter bead of sealant on the back surface (interior fare) of the mounting flange of the HOUSE WRAP-MOISTURE sealed per the WRB manufacturer's Instructions before the installation starts. Refer to A57M window at the head and both Jambs (see Figure 6). Apply sealant in line with any pre-punched 7.2.12 On the interior, the installer shall apply a backer rod and a continuous Interior perimeter CQ'q BARRIER(LAYER I) C 755, holes or slots In the mounting flange. Connect that bead of sealant across any Joinery on the bead of sealant (see Figures 22 and 23), or aerosol foam sealant conforming to AAMA 812 n, °°, WATER RESISTANT BARRIER window frame at all four corners. without backer rod (sec Figure 24) or other window manufacturer approved material between FIGURE 14 EXTERIOR w (LAYER the window ant the rough opening on all sides to form an air seal. This effective) forms a back ;_•.:._ 7.1.3 The Installer shall verify that the rough opening is plumb, level, square and true.. The dam to prevent water intrusion into the .interior. A raised, upturned Ie made from a rigid TERMINATE 2" (50 MM) Installer shall notify the contractor to remedy any discrepancies per this standard practice. 7.2.4.6 Apply primer to any exposed oriented strand board (OSB) as required by the flashing p p g g SEALANT �N+T' manufacturer. material can be also be used, if properly air sealed. If a rigid or semi-rigid sill pan was used, ABOVE FINISHED ROOF :.4-'.••.''�-' p p g p p FLAW ou►mr� *�oORMoumrS recheck the seal between the sill of the window and the upturned leg of the sill pan and reseal _41 SCREED 7.1.4 The installer shall inspect the fenestration product for damage and repair or replace if Fl,, F necessary. - 7.2.4.7 Adhere the self-adhering flashing with firm pressure across the head of the window on as needed (see Figure 25). STEP FLASHING top of the mounting flange and beyond the rough opening on each side, extending it 25 mm (I in) '.` 7.2 INSTALLATION PROCEDURES over the outside edge of the flashing at the Jambs (see Figures 15 and 16). SEAL BETWEEN CASING / - 4• >•_4.::. BEAD AND DIVERT'ER 2 F --�- 2x -ate- -0rt- ' ,Y 7.2.1 in the event that the WRB has not been previously modified, the installer shall complete f ROOF FINISH the following steps: DIVERTS FLASHING ! the WRCarealsly ap the A ie. In a modified I pattern as shown In figure I. The full-I cut of `--EDGE FLASHfIN6 FIGURE 8 Brucv�t p / VIEN of N000" i Bus VEW w ow Q DAM Viet As an option, the sealant shall be permitted to be applied to the wall surface, as opposed to = - �oFaooR OFA NOTES, - - the back of the mounting flange, In line or inboard of any pre-punchod holes or slots. OF IN 3. TERMINATE THE STEP 1• PROVIDE STEP FLASHING MINIMUM 5" FLASHING WITH A 8 7.2.7 Apply a discontinuous bead of sealant on the interior surface of the mounting flange at the (IOOMM) EXTENDING UP THE WALL. KATE,-7R DIVERTER ® - sill. The bead of sealant shall have a minimum of two 50 mm (2 In) voids near the ends (see " FIGURE 22 INTERIOR FIGURE 23 INTERIOR h�2X F! ; 2. PROVIDE STUCCO SYSTEM (KICK-OJT)FLASHING TO j Figure 4), allowing any liquid water that has entered the window opening to exit cosily. F I&URE 15 EXTERI OR OVERLAP OF THE STEP DIRECT WATER OFF OF THE I I FLASHING 2'($GMM)AND WAIL• - wli o -oPi+e. _ oFrrs.l sFxn►rr 2x F M i- - sx F� I . TERMINATE STUCCO SYSTEM 4. PROVIDE A 3/8'(IOMN) �' _ �eron� 2K Mj ser HNDMer- FIRM F 55uREMANSE I� __ - MW FIeg51 I wasFOAM was was MINIMUM 2"(50MMI) JOINT AROUND THE DIVERTER - ABOVE THE FINISHED ROOF. FLASHING AND SEAL. FIGURE I EXTERIOR = OF NN/PM - - Fold the bottom and side flaps over and behind the interior side of the framing (see / STUCCO ROOF/AALL 21YERTER TLA�SHIN& Figure 2). NOT TO SCALE - / �' AaWSSOL SFIFATHING � -- - WALAW HOUSE WRAP-MOISTURE LCF. I cF. FIVOW VIEW BARRIER(LAYER I) / a =- F mom MRS was wasa+ v' FIGURE 24 INTERIOR ST'IJGGO 5Y5T'�t � _ zX I (SCRATCH AND WN GOATS) FIGURE 4 sawaowaFP. DOORoI'M6. FIISU . I6 ... ..._.-.__ EXTE I_., _ 72.7.1 As an alternate ter the discontinuous bead r,.. Sealant, a weep screed or wickine� i _ ..........,..___ mechanism shall be permitted to be applied at the Jamb ends of the sill to allow liquid water to 7.2.10 Jamb and Head Flashln�a Using Meeh�anircally Attached Flashing II aF. A� � <. STUCCO FIN15H COAT escape. l u � ,,t a•.:. CONTROL JOIE 7.2.10.1 When mechanically attached flashing is used, the minimum roll width shall be 230 mm (4 In). 72.7.2 Additionally, If a rigid or semi-rigid sill pan Is used, apply o bead of sealant to the outboard side of the upturned leg of the pan where it will Integrate with the Interior side of the 7.2.10.2 Apply a continuous 4 mm (3/5 in) nominal diameter bead of sealant over sheathing (wall �M � " 11 112X M" window and form an air/water seal. surface) and the exterior face of the mounting flange, starting 216 mm (6 1/2 in) above the rough / 0 O EXPANDED METAL LATH opening (see figure 17) continuing down the Jambs to the bottom of the 9111 mounding flange. DISCONTINUOUS AT JOINT f 16URE 2 INTERIOR 7.2.6 Immediately set the window Into the opening (see Figure 10). Z LU ' M IL Attach the WRB into position on the inside of the rough opening, and trim any excess as 1.1..1 .,y'.-. WATER RESISTANT BARRIER ram - weer ►� _ (LAYER 2) required. was wffi - I r l T ISP, T ISP.AM OgB • _ __-058 - _ 72.2 At the head of the opening, starting at the top corner of the window (rough) opening, - t nse -OR- � �. measure from the cap°nen horizontally and then verti�.aily a distance equal to the roll width of ---- m ,,GF. I �_ I LCF. _- GGEALLAAW S _ the flashing to be applied, and make a mark (see f=igure 3). -- ®i F FIGURE 25_w _�. INTERIOR F- =_ - / / - - v NOTES: res j A / / - 7.2.12.1 In cases where shims souse interf orence with the application of the backer rod or 2. 00 NOT EXCEED LENGTH TO NIDTH -0R- - _ �; sealant, trim excess shim material to allow for a continuous air/water seal (see Figure 26). In all -- / - cases, make :pure the entire perimeter olvit has been scaled, creating an air/water tight J. LAYOUT OF DO NOEXPANSION�DJOlN'T' _ MMei; i:GF. - M I,�.F. / ,.�- / _ PROVIDE CONTROL JOINTS YNHERE rLxws ro BE FLaSralws J g g Lew us® 9 OF W vlK txoxrv� q condition. MOVEMENT IN STUCCO OR MORE THAN I6' (5.5M) IN ANY =-_ - .}-' �Ne�'°' OF PM + SUBSTRATE 15 ANTICIPATED: a _ orw�v ofDo1W _ DIRECTION WITHOUT AN CONTROL _ � ,�_ �,I'�'"'6 � - - AT FLOOR LINES, JOINT. � -OR- - AT DISSIMILAR CONSTRUCTION I - -- �- � MATERIALS 5. PROVIDE CONTROL JOINT OVER THE MAMW � Pow Des w� W.F. Wr_. MOISTURE BARRIER AND LAP THE KNDON OFNS. Doan OFT . NRB ° yApa��r nra.,►41OLn BP,cKE� - AT EXISTING BUILDING OR --__ _.� � FIGURE 17 EXTERIOR EXPANDED METAL LATH OVER THE ----- ---- ---- - - y mea CONTROL JOINTS IN THE d Ff6URE 10 F MFG•MTRUGflOTS. EXTERIOR CONSTRUCTION, JOINT FLANGES. METAL LATH MUST - - - 7.2.10.3 Out Jamb flashing to a measurement equal to twice the roll width of the flashing being - AT CHANCES IN BUILDIN6 HEIGHT, BE DISCONTINUOUS AT THE -;- Hold the window temporarily into position and apply shires ass required to ensure the window is used, plus the height of the rough opening, minus 25 mm (I in). IM ia5 TMS EXPANSION JOINT ACCESSORY. set lumb, level, 9 care and true. Fasten the window erimeter secure) into position In `a UA - AT COLUMNS OR CANTILEVERED -- P g, p y p ACAS, accordance with the manufacturer's instructions. For proper sealant coverage, ensure squeeze 7.2.10.4 Apply flashing Inline with any pre-punched holes/slots in the mounting flange and cover .,„ 4, LATH SHALL BE STOPPED AND _ / ,� - - AT MAXIMUM 144 FT TIED AT EACH SIDE OF THE wzs �s out under the flange and in fastener holes (see Figure 11). any fastener hoods (see Figure I6). (13.4 M ) INTERVALS. CONTROL JOINT- DO NOT STAPLE FIGURE 3 EXTERIOR III�w� STUCCO CONTROL JOINT At a 450 angle, carefully cut the the NRB on a diagonal (see Figure 4). Repeat this step on '� - '"� NOT TO SCALE the opposite corner. IAF. ILF. - (5)GOAT STUCCO SYSTEM(7/8'OV�ALL) - - - � �< _ r�aarnr� HaMnr� -- FIGURE 26 INTERIOR '� MAW was '� / 7.2.12.2 To ensure adequate protection against extreme wind driven water loads (12 of water TWO LAYERS OF WATEFf ROOFING - ISM FROM q (� g p A,* `AT45 � ,'/ / loads), it is critical that the perimeter Interior air and water seal between the window and the tHOUSEWRAP+WRB) = FAsr�e Fps, sill pan flashing is able to withstand this pressure load without air and water leakage. Special caution needs to be applied to the Interior corners. EXTERIOR SIDE F SHEATHING fRM V1154 OF VIM &.0 POST INSTALLATION PROCEDURES HELD FLUSH WITH FOUNDATION �ININCIM arm � � q � "�12NX I ONE 2NX LLA 6.1 The installer shall ensure that the fenestration product frame and sash are Installed plumb, DRAWN BY: KW/DH/BV WALL Li level, square and true, within the specified tolerances. p GF�CKED BY: Wim�� w:a ose EXTERI 5.2 The Installer shall ensure that all sash move freely within their frames and that weather FIGURE II EXTERIOR FIGURE I6 stripping or compressible seals make full contact with mating surfaces. WEEP SCREED SURFACE 2K a: GATE: 12/1 /15 Z 15 50LIP OR PERFORATED om o5s w:s w:a 6.3 The Installer shall ensure that operable hardware such as locks, cranks, latches and hinges z FIGURE 4 EXTERIOR operate smoothly, and that all locking mechanisms engage and operate properly. 9'-I I/8'GEIL 6.4 The installer shall ensure that all accessories and other components of the fenestration product assembly are present, such as screens and hardware. `� NWW 1455 5.5 After installation of the window, drainage holes shall be inspected for blockag r of any obstructions to allow drainage. ,��V` �yl�, WEEP SCREED SECTION �S �y4� Dw6 No: NOT TO WALEAle 00W 5TU000 D E TA I L 5ill DON DOOR �� s��° C� / �s ° A8 OF Al — - - - SPECIFICATIONS, PRICE SUMMARIES, AND CHANGE ORDERS TO SUPERSEDE THIS ELECTRICAL PLAN ELECTRICAL C 1�1I� 1) ALL 120 VOLT, SINGLE PHASE, 15 AND 20 AMP g y THE PURPOSE OF THIS PLAN 15 TO OBTAIN AN EBRANCH CIRCUITS SUPPLYING OUTLETS INSTALLEDLEGTRIGAL PERMIT. FIXTURES, SWITCH LOCATIONS, IN DWELLING UNITS, FAMILY ROOMS, DINING AND RECEPTACLE LOCATIONS SHOWN ON THIS PLAN MAY BE INACCURATE DUE TO FRAMING OR ROOMS IVI a MECHANICAL CONFLICTS SITE GOND , L NG, ROOMS, PARLORS LIBRARIES (TIONS, AND/OR BUILDING CODE REQUIREMENTS IIOV DUPLEX RCPT.. p `� .� g THERMOSTAT DENS, BEDROOMS, SUNROOMS, RECREATION T ° a" ° 3 � THE PURCHASER WILL DO AN ELECTRICALROOMS, CLOSETS, HALLWAYS, OR 51MILAR ROOMS NUMBER INDICATES HGT. O PUSH BUTTON WALK THROUGH WITH THE P A.F.F. c PROJECT MANAGER b DURING g x OR AREAS SHALL BE PROTECTED BY A LISTED �I 0000 CHIMES d a d CONSTRUCTION. THIS WALK THROUGH WILL IDENTIFY THE PREDETERMINED LOCATIONS OF COMBINATION TYPE ARC-FAULT T GI �-. g RECEPTACLES BY THE ELEGTRIGIANS, IN ACCORDANCE WITH LOCAL BUILDING CODES. AT THIS L RGUIT IIOv I SIDE SWITCHED 0 SPEAKER g g 9 TIME, SELECTIVE LIGHT FIXTURES, PHONE AND TV JACKS WILL BE DETERMINED BY THE INTERRUPTER ("A.F.C.I.") INSTALLED TO PROVIDE Ia PURCHASER AS TO THE PREFERRED LOGATI z ONS PROTEGTION OF THE BRANCH CIRCUIT. WEATHER PROOF OUTLET ZJ INTERCOM STATION�I� C( INTERCOM PANEL °i d g sill 2) ALL 125-VOLT, SINGLE-PHASE, 15 AND 20 110 FLOOR OUTLET 0 VOLUME CONTROL AMPERE RECEPTACLES INSTALLED IN TSL ° BATHROOMS,GARAGES, BOATHOUSES AND IIOv OUTLET ON GROUND ° pal g GRADE-LEVEL PORTIONS OF UNFINISHED 'I�� III FAULT CIRCUIT TWO WAY 5WITGH a ACCESSORY BUILDINGS USED FOR STORAGE OR WORK AREAS, OUTDOOR RECEPTACLES (MIN. ONE � 220v OUTLET � THREE WAY SWITCH 3 At FRONT AND BACK OF DWELLING, AND ONE GARAGE DOOR OPENER LOCATED At CONDENSER UNIT), At OR BELOW ° FOUR WAY SWI 1 SNITCH GRADE C T4 RAWL SPACES,E , UNFINISHED BASEMENTS, ® KITCHEN COUNTERTOP SURFACES, OUTLETS WITHIN Oo DEDICATED OUTLET 6 FEET OF LAUNDRY, UTILITY, OR WE BAR SINKS, n SWITCH w/ DIMMER BALCONY, DECK, OR PORCH (GREATER THAN20 OJ JUNCTION BOX SQUARE FEET), SHALL HAVE GROUND-FAULT (v INLINE EXHAUST FAN 5WITGH IN DOOR JAMB CIRCUIT INTERRUPTER . .. � PROTECTION FOR PERSONNEL. INLINE EXHAUST FAN-LIGHT MOTION SENSOR 5WITGH 3) �� ' ALL ELECTRICAL ELE TR GAL WIRING t0 BE IN EXHAUST F - � .INJ-IN€ AN .LIGHT ACCORDANCE WITH ARTICLE 200 OF NFPA '10A (MOISTURE PROOF) (b CEILING FAN PRE-WIRE o �-+ 0 4) ELECTRICAL INSTALLATION t0 MEET THE -�- CEILING MTb LIGHT � REQUIREMENTS OF THE 2011 NEC. FLOOD LIGHT 0 U I--i 5) 100% OF ALL INTERIOR AND EXTERIOR WALL MTV LIGHT I- PERMANENT LIGHT FIXTURES USE CFL/LED LAMPS. CEILING, FAN 94�, RECESSED LIGHT " RECESSED EYEBALL CEILING FANLIGHT RECESSED MOISTURE 11 PROOF LIGHT O TRACK LIGHT a D o WALL SPONGE TELEPHONE OUTLET ® PANEL Tt TELEPHONE MODEM LINE TELEPHONE FLOOR OUTLET V GABLE TV OUTLET 2' x 4' FLUOR. FIXTURE B&-/t 5MOKE/ CARBON MONOXIDE ,Z rim DETECTOR Oma- ALARM KEYPAD 10" x 4' FLUOR. FIXTURE T--I4 SECURITY CAMERA TUBE LIGHT H + GHAND/PENDANT LIGHT ======x UNDERGOUNTER LIGHT ILW A/C GOND. F-1 n CEDAR BRACKETS 1 I I I I I L.P. TANK O i I I 7ANKLE55 I i I I ELM,. GA5 W.H. ✓e '\ "� Qi HB J hET� GB J / � _ __ / . � W QD5m GOV. I srwcl - I WER r -- -eI GEIL. GEI �-' BAL'ONY I / _ - 1 _ L. o v wo ---------------, II E- 10'-51/5" GEIL. 11 / // � I T CURB ! � i 1 F PLUS 5TEPDN. I 1 / / I 41'-1 1/8" GEIL \ e A17R / I I �/ � p / W 0 e / / i l o , x � •5 I� �° 19'-I I/8"GEIL. _ OPEN UNDER ; -- G4 I 1 1 ► ! PLUS 5TEPOOHNBA H-2 ST52 FAN T I I i- I6�0 �9'-I I/8 GEIL.( IO I I \ w0 DN \ v I ------- 1 1i o I� I I 1 1 ---- - W 1�° '1 1 1 �� ;��I VS'IL.TO TO PIX1Ui�ABV. ti T05NUTU1 I I - ------ `i--r- TO r ------ \\\\ PLUS STEPDO I \I I i \ I I } __- RAILING n I I I L-----ELM.PANELS I I Q I I ----------------� � I 1^I,45H/DR C--- I --a---��---- ------�-�-�, 'I STACK x d r2m \ ` -- I I I --- TELE, 4 GABLE _ QW-C4 PANELS I � F I \, YLT_\I -I I UP ITR AHU ------ � LINEN sni to ` w a W/G S / � STOOP CEII z CLOS. G- - e I \ 1 I I AG..E55e T R85H. ---- �, I_--- - ✓ 1 i 1 } \} l i i ; �� BATH72 1 C ! ! I I I ` T-1 I/8"GEIL. OFfG_ --- PANTRY I I l 1 1 I } 11 \ 1 / \ ,ALL 1 _ __ --el- --- - r --- --- I----- COV. 1(1 __I+� BALGQNY 1+ ---------- t — �i I 11 1 , I I 1 10'-5 I/8"/GEILj j j I ---- _ I CLOS. I I 1 I PLUS STPDN. I l l 1 rem \ \\ \\ NZ 2 \ z a \} el i e \ / / ! \ I I I j \` BUNK \ 52"FAN 1 10�TCsHE!�! d T } 1Ap El o Q-1 I!8"GEIL , / to 7T F�t 3 19'-I I/8"GEIL. f / I I i3Y 0/ \\ I 1 I I I I / I Y IIT I J --I--- �- l �I I I l _ ---- a� - ------ I �n I----VLT. GEIL.NPIFROM 9,-I I/8" I----- 1 / i I 1 I l \ t X 1 - -- I 36" RANGE pig/ I I o 1' 11 I I -�} Z BUNK BED 18 w. BUNK BED % TABLE J I / / I I i QUEEN WITH LADDE QUEEN WITH / 1 FULL ON TOP FULL ON TOP ✓ I II II o lI II i U BUILT N IBENGH CEDAR BRACKETS I II If [-3`x7I/4` CEDAR BEAM I I �--CEDAR BRAGKET5 i { I I - I I i I CANTILEVERED D.R.ABOVE I I 1 I I -________________-1 1__-t 1_J II II II I I i I l ■■ — T CEDAR BRACKET5 11 I I I I Z —tu 0 It u u ks) } o < z � < v v — � Ld U-1�%ft �< O G 5 E m � v 0 N P F L 0 0 R F I R 5 T F L a O � Immm &weft0 - 0 < ELEG -1 KI CAL PLANt: L E C9 % T I Co.* A L L A N I It _j O SCALE: 1/4"=1'-0" SGALE: I/4•'=!�—®�� O PRAWN BY: KBG/VH/BV c.HECKEP BY: P T'Et 12/15/15 e 1 P. SGALEt 1/4" - I1-011 JOB i�J1�ER: 1 453 REVISMs PWG, NO: OF Aq If r. DESIGN SPECIFICATIONS GENERAL NOTES Et CONSTRUCTION SPECIFICATIONS ur} DESIGN CODE: COMPONENTS & CLADDING GARAGE D OR FLOOR SHEATHING SPECIFICATIONS 2014 FLORIDA BUILDING CODE - RESIDENTIAL " ULTIMATE DESIGN PRESSURES PRESSURES SF) 23/32" T&G OSB OR PLYWOOD SI IEATHING, GLUE AND NAIL WITH 10d COMMON @ 6" O.C. EDGE & FIELD Q DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, INTERIOR EDGE STRIP PSF 1 CAR TRIBUTARY (PSF): +117.1 UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. GARAGEROOF SHEATHING SPECIFICATIONS: AREA (sf) ZONE (PSF) 'a' = 4'-6" DOOR _99.6 METAL - MIN. 1/2", 24/16, AP RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. Lou Pontigo and DESIGN LOADS: ACTUAL AND UNIFORM Associates, Inc. "' (8'x7') WITHIN 4 -0OF ROOF EDGE). � ROOF FLOOR 10 +30.2 -32.9 +30.2 -40.5 ) � 2 CAR 420 Osceola Avenue ROOF LOADING (cd=1.25) (cd=1.00) 50 +27.1 -29.6 +27.1 -34.2 GARAGE +25.7 WALL SHEATHING SPECIFICATIONS: TOP CHORD LIVE LOAD 20 psf 40 psf / / lax. Beach, Florida 32250 DOOR _ 8 2 FLEXIBLE FINISH-MIN. /16 24 16, APA RATED OSB OR PLYWOOD SHEATHING, FASTENED w 8d @ 6 O.C. EDGE AND 6 O.C. FIELD. SHEATHING MAY BE Ph.242-0�0� Fax. 241- 557 TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf 100 +25.7 -28.2 +25.7 -31.2 (16'x7') INSTALLED HORIZONTALLY OR VERTICALLY. FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. FL:CA#s344 SC:cA# 3579 TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) 10 psf BOTTOM CHORD LIVE LOAD 10 psf 0 psf STUCCO FINISH,-MIN. 7&", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, FASTENED w/ 8d @ 6" O.C. EDGE AND 6" O.C. FIELD. INSTALL SHEATHING WITH THE LONG DIMENSION PERPENDICULAR TO THE WALL BOTTOM CHORD DEAD LOAD 5 psf 5 psf 0 THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD THE STUDS ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY DEFLECTION CRITERIA: THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION MASONRY SPECIFICATIONS:240 TOTAL LOAD 180 �. •�®S1tA• f'ON�; ROOF FRAMING: LIVE LOAD L L SHALL BE PERMITTED rw "°•• /��''' / / MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI530.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 � .• �CEJy (; FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 3 » °�° `' Stc'•;O COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH DAY COMPRESSIVE STRENGTH OF 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF /s PLACED AT AN 8 TO 11 SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY BE USED IN BRICK VENEER. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. -A�k 4 X3319 WIND LOADING: CONCRETE MASONRY UNITSCMU = 'fl`• AT s ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A • LINEAR INTERPOLATION IS PERMISSIBLE. = E OF MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f'm=1500, psi). GROUT ALL '-.�,c+ <®R�Qp ••• �k BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS PLUS = PRESSURE AND MINUS = SUCTION. CELLS CONTAINING VERTICAL REINFORCEMENT IN 5 -0„ MAXIMUM LIFTS PROVIDE CLEANOUTS PER. ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5 -0 . �gLEN�®�®�>��� OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR ",,, -••.••.• ,\\\\°�4 LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS T E MASONRY STEMWALLS. ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, Lu is A. Ponti o, PE BY 0.75 WHEN COMBINED w/ DEAD LOAD. RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET STACK BOND SHALL NOT BE USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR 3 FL P E#53311 -- 130 MPH THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. DIAMETERS. ALL EXTERIOR WALLS ' SHALL BE REINFORCED FULL HEIGHT WITH - #4 @ 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT BASIC WIND SPEED (ASCE7=10) INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE IMPORTANCE FACTOR - - ---------------- 1.00 HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL BE INCREASED AS NOTED ON 1/S1.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL REVISIONS DATE MEAN ROOF HEIGHT ----------------------- 25.0 FT 7kak 7k a 7k BE A MINIMUM OF 6". ROOF PITCH ------------------------- --- 4/12 � � � a a� CLAY MASONRY (BRICK)-.- BUILDING BRICK:BUILDING CATEGORY ----------------------- DII ----i t BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. EXPOSURE CATEGORY --------------------- ENCLOSURE CLASSIFICATION ----------------ENCLOSED 7ka-- CONCRETE SPECIFICATIONS:DENOTES EDGE STRIP. ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI INTERNAL PRESSURE COEFFICIENT -------------- t .18 a ABOVE &OR a' DIMENSIONl'oFIELD ALTE i AT 28 DAYS CONCRETE AT GARAGE AND PORCH SLABS SHALL. HAVE A COMPRESSIVE STRENGTH OF 3000 .PSI. RATION CONTRACTOR SHALL CONTACT LOU MATERIAL SPECIFICATIONS _ ' �NT,G°&ASS�IATE5�1°RT° a GENERAL NOTES: MAKING ANY STRUCTURAL FIELD � ` ---� MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL FOOTING AND FOUNDATIONS: CONSTRUCTION DOCUMENTS.ANY a 7r 7r a 7rFIELD ALTERNATIONS MADE PRIOR TO FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS BEING APPROVED BY LOU POM1G08 HARDWARE AND ANCHORS: p 1 1 p ASSOCIATES MAY RESULT IN ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH RECOMMENDED TO VERIFY SUITABLE SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ADDITIONAL ENGINEERING OR ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557, INSPECTION FEES. ASTM A 307 OR ASTM F 1554 GRADE 36. [NOT ACTUAL PLAN] 7r a 77 a WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. LOCATION FROM THE FOUNDATIONi, PLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT ,BY DIMENSIONS PROVIDED ON FOUNDATION METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) EXTERIOR SHALL BE GALVANIZED. SCOPE OF SERVICE RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR UNLESS OTHERWISE NOTED ON DRAWINGS MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 7 DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE '/4" ' @ 48" O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH LARGER THAN REBAR SIX AND 1/8" LARGER THAN THREADED ROD SIZE. MEANS AND METHODS: ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS W � i � (U.0.N.) THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE W t r ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR CONCRETE SLABS ON GRADE: U. (DUAL CARTRIDGE INSTALLATION ONLY): SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR EPDXY: ITW RED HEAD A7 OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF 3 �' Z CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT PREVENTION OF SUBTERRANEAN TERMITES. SAWCUTS: FOR CONTROLLED CRACKING CUT A /4 SAWCUT INTO SLAB IN A 12x12 GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT THEM TO REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. SLAB CALL EOR FOR ALTERNATIVE METHODS. Z7 STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. DOCUMENT�. j WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. WOOD FRAMING SPECIFICATIONS: W LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES:LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, ALL WOOD FRAMING HAS BEEN D SIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT > < THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE. SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC WITH MASONRY, CONCRETE OR SOIL SHALL BE PRESSURE-TREATED. IF, ACQ OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA Q ALL ATT CHED FASTENERS SHALL BE STAINLESS STEEL. � / MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND PRESERVATIVE IS USED, W HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED PRE-ENGINEERED WOOD TRUSSES W PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NFPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY INSTALLED AT ALL TRUSSES ASINDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS-TO-TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTARY' AND RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91." AT MULTIPLE STRAPU CONNECTIONS, SPREAD STRAPS T AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING (2) STRAPS ON SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. r W ROOF COVERING SPECIFICATIONS:-, ZQ THE CONTRACTOR SHALL BE RES ONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGLES SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED S ALLED ACCORDING TO THE Z MANUFACTURER'S REQUIREMENTS. CLAY AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM d METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. 0 WATERPROOFING: � V ' THE CONTRACTOR SHALL BE RESP ONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. 0 SIMPSON CONNECTORS WOOD FASTENING SCHEDULE PLAN LEGEND AND ABBREVIATIONS UPLIFT MEMBERS CONNECTION FASTENER INT RIOR LOAD BEARING WALL BUILT-UP POST IN THE WALL REVIEWED FOR CODE C CONNECTOR FASTENERS FL CODE TYPE COMPLIANCE SYP SPF # _ ® CITY OF ATLANTIC B TOP PLATE TO TOP PLATE FACE NAIL 2 SUN NAILS @ 12 STAG. C EACH A35 450 450 12-8dx1 '/2" 10446.4 GABLE X-BRACE, SEE DETAIL 8 S5.3 SEE PERMITS FOR ADDITIIONALOFFICE COPY a TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3-GUN NAILS H6-1 2 REQUiREMENTSANDCONDITtONS ®ESIGN H2.5T 600 520 5-8d EA. END 11478. , DESIGNATES SHEARWALL. THE / QUANTITY.SIZE, JACK AND KING STUD i V H8 620 530 5-10dx1 '/2" EA. END 11470.3 DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3-GUN NAILS - REVIEWED BYr DATE: 164CRITERI ^ ____ _ HIDDEN LINE DESIGNATES SIDE OFLIV t�l{-'i RIM JOIST TO TOP PLATE TOE NAIL (8d @ 6") GUN NAIL @ 6" SW WALL THE SHEARWALL SHEATHING MTS12 1000 860 7-10dx1 1/2" EA. END 10456.3 TO BE APPLIED. 8d @ 3/6 AND NAILING: 1 CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5-GUN NAILS DESIGNATES 8d COMMONS @ 3" HTS20 1450 1245 24-10dx1 /2 EA. END 13872.3) 8d@3"/6 STRUCTURAL DRAWING INDEX �� //�� FIE EDGE �c 6 O.C. IN THE GENEIRAL CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4-GUN NAILS FIE(D"MSTA24 1765 1270 9-10d EA. END 13872.4. lr CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8-GUN NAILS MSTA36 2050 1870 13-10d EA. END 13872.8 ADJ - ' ADJACENT LG - Long SO.0 DESIGN CRITERIA AND GENERAL NOTES NOTES 18-16d TO TRUSS/BEAM JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3-GUN NAILS BM 3EAM MANUF - Manufacture S1.0 FOUNDATION PLAN HTT4 3480 3080 11496.2 BOT - BOTTOM MONO - Monolithic 51.1 FIRST FLOOR WALL FRAMING PLAN DO NOT SCALEDIMENSIo"SFR°"' 1-5/8'°� ROD TO FTG. RAFTER TO PLATE TOE NAIL (3-8d) 3-GUN NAILS BRG - BEARING OC - On Center THESE DA RREFER OMTHEIONIS 32-16d TO TRUSS/BEAM JACK RAFTER TO HIP TOE NAIL (3-10d) 4-GUN NAILS CMU CONCRETE MASONRY UNIT OSB - Oriented Strand Board S1.2 2ND LEVEL FLOOR FRAMING PLAN ARCHITECTURAL R CONTACT THE E.O.R HTT5 5250 467011496.2 DBL - DOUBLE PERP - Perpendicular S1.3 SECOND FLOOR WALL FRAMING PLAN 1-5/,,"0 ROD TO FTG. ROOF RAFTER TO 2x- RIDGE BM. TOE NAIL (2-16d) 3-GUN NAILS DIA - DIAMETER PRE ENG - Pre Engineered S1.4 ROOF FRAMING PLAN PLAN NAME 6-10d TO HEADER CONT. HEADER, TWO PIECES FACE NAIL 16d@ 16" O.C. @ EDGE EA - EACH PSF - Pounds per Square Foot GUIDONE S1.5 ANGLED BEAM DETAILS LUS28 930 780 10655.113 EE - EACH END PSI - Pounds per Square Inch DESIGN/DRAWN/CHECKED 4-10d TO JOIST CONT. HEADER TO STUD TOE NAIL (3-16d) 4-GUN NAILS EOR - ENGINEER OF RECORD PT - PRESSURE TREATED S2.0 FOUNDATION DETAILS CS / WAC/LAP 14-16d TO HEADER STUD TO SOLE PLATE TOE NAIL (3-16d) 4-GUN NAILS EQ - QUAL QT - Quick Tie S2.1 TYPICAL WOOD FRAMING DETAILS DATE HU41D 905 785 10531.36 EXT - EXTERIOR REINF - Reinforce 01.12.15 6-16d TO JOIST FBC - FLORIDA BUILDING CODE SF - Square Foot S2.2 WOOD FRAMING DETAILS SOLE PLATE TO JOIST/BLOCKING FACE NAIL (16 @ 16") . GUN NAIL @ 8" q SCALE ABU44 2200 5/8"0 ROD w/ 12-16d 10849.6 FDN - FOUNDATION SPF -Spruce Pine Fur S2.3 WOOD FRAMING DETAILS As NOTED ABU66 2300 FT - OOT SYP - Southern Yellow Pine 5/8"� ROD w/ 12-16d 10849.6 NAIL SPECIFICATIONS FTG - hOOTING THRU - Through S3.0 BUILDING SECTIONS EEA-0 SET N/A N/A SIMPSON EPDXY-TIE 11506.4 3"x0.131"O = GUN NAILS 2"x0.113" = RINK SHANK HDR - HEADER TYP - Typical INSP-15-00001 / / 1 " HORIZ HORIZONTAL UON - Unless Otherwise Noted CONTROL No. 10-16d TO STUD/BEAM/POST 2%0.113"0 = 6d 2 /2 x0.131 = 8d LBS - POUNDS VERT - Vertical 1s4o LTT20B 1675 1675 11496.3 3"x0.148"0 = 10d 31/2"x0.16 "O = 16d WWF - Welded Wire Fabric SHEET 1-'/2"� ROD TO FTG. 11/2"x0.148"O = 10dx11/2 " 11/2 %0.13`0 = 8dx1 '/2 " LSTA12 805 695 10-10d 13872.5 SO.0 CS16 1705 1705 13-8d 10852.1 �SHEE�Tjof 12 i Lou Ponti3o and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax.241-9557 FL:CA#8344 SC:CA# 3579 I 41F��-4HtlllfllliY!/�/ p •+ S O r • .er.rear..ezxa,riiei -- - Lu is A. nPoMgo, P E FL PE#53311 S2.0 S2.0 REVISIONS DATE q H B 7 j(33-B-7 s2.o I - - - - - - — - - - I I fir p ^5 - -� _ryl 3S2.0 j S2.0 \ FIELD ALTERATION S A WC U TI I —i S20 CONTRACTOR SHALL CONTACT LOU #—� — — — SIM I PONTIGO&ASSOCIATES PRIOR TO 4 i I I I j --- MAKING ANY STRUCTURAL FIELD S2 O 1 ( --�( — -- ; I MODIFICATIONS WHICH MAY VARY 2 O I I I` FROM THE INTENT OF THE ORIGINAL 1 CONSTRUCTION DOCUMENTS.ANY ALTERNATIONS PRIOR TO II !} I KiAPPROVEDO I ( FBEING PROVED BY UDPONTIGO& SIM I I I II ASSOCIATES MAY RESULT IN I' I I 1 I I I I I I I ADDITIINS ENGINEER FEES.RING OR TION 2 I _ _ _ I I II u �I_ 1 s2.o I _ I -- 2.01 �r Ayr rd, I W I � , re i ) LL fir_. I } PERw8'— " 3 -5"0 Z 7 A -- m_. Ww3/S2 .0, BUILDER TO` .0 COORDINATE WITH FINISH I \ I FLOOR MATERIAL. I I Lij U 4" CONCRETE SLAB w/ a FIBERMESH @ 1.5 LBS CU.YD. ! ` W S2.o r I I OF CONCRETE OR 6x6 W1.4xW1.4 1 S2.® I I 1 WWF ON EMIL VAPOR BARRIER S2.0 IN PREPARED GRADE. I L - - - - - - - - - - - W IX I I - - - - - - - � I U MONO FOOTING TO 1STEMWALLUj Z =1 r w/ 2—#5x30" DOWELS0 00 4<? ! ! ,2.0 ' EPDXIED 6" INIIN. (TYPI LIL CD FOUNDATION PLAN L9 Q SCALE: 1 1'-0" FOUNDATION PLAN OFFICECOPY DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS-IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R FOOTING SCHEDULE AND NOTES —� PLAN NAME TYPE LENGTH WIDTH DEPTH BOTTOM BARS GUIDONE F2.0 2'-0" 2'-0" 1'-0" 3—#5 EA. WAY BOT. DESIGN/DRAWN/CHECKED F2.5 2'-6" 2'-6" 1'-0" 3—#5 EA. WAY BOT. CS / WAC/LAP F3.0 3'-0" 3'-0" 1'-0" DATE 3—#5 EA. WAY BOT. 0DATE5 F3.5 3'-6" 3'-6" 1'-0" 4—#5 EA. WAY BOT. SCALE F4.0 4'-0" 4'-0" 1'-0" 4—#5 EA. WAY BOT. AS NOTED F4.5 4'-6" 4'-6" 1'-0" 4—#5 EA. WAY BOT. LPA No. 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE INSP-16-00001 FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR CONTROL No. REFERENCE ONLY. 1640 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. SHEET 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. S1 • 0 SHEET 2 OF 2 SYMBOLS LEGEND -- DESIGNATES SHEA'WALL. THE HIDDEN LINE DESIGNATES SIDE OF WALL THE SW: 3/6 SHEARWALL SHEA"HING TO BE APPLIED. 8d 0 Sj DESIGNATES 8d COMMONS 3" O.C. EDGE & 6" O.C. "IN THE FIELD" . DESIGNATES THE HEADER SIZE, NUMBER (2)2x8-1/2 OF PLY'S & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. Lou Ponti3o and ®—-- BEAM OR TRUSS, SEE PLAN Associates, Inc. ANCHOR LEGEND 420 Osceola Avenue Jax, Beach, Florida 32250 X 3i8" A307 DIAMETER FULL HEIGHT Ph. 242-0908 Fax.241-9557 THREADED ROD, SEE DETAIL 5/S2.1 FL: CA# 8344 SC:CA# 3579 X5 Sifi° A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 5/S2.1 a`or;a ..aauraaaerNya %" A307 DIAMETER THREADED ( X ) ROD TERMINATES AT FIRST FLOOR TOP PLATE. SEE DETAIL 5/S2.1 s +,.•` .... A307 DIAMETER THREADED ;` N %: (95 ROD TERMINATES AT FIRST FLOOR s° TOP PLATE, SEE DETAIL 5/S2.1 �`�1 ® SIMPSON HTT5 �• TATE OF WALL STUD SCHEDULE `� '•� LOCATION PLATE STUD SIZE ratua HEIGHT & SPACING Lu is A. Pontigo, P E I EXTERIOR 91-11, 2x4 SPF#2 ® 16" O.C. F L P E#53311 MAX EXTERIOR 10'-1 2x6 SPF#2 COY 16" O.C. � MAX 2x4 SPF#2 ® 12" O.C. REVISIONS DATE 4 SW NAILING: '-1 To 10 1 r t EXTERIOR 14'-0.. 2x6 SPF#2 ® 16" O.C. 8d@3"/6" 2x6 SPF#2 INTERIOR 1 2x4 SPF#2 0 16" O.C. t FULL HEIGHT WALL. MAX I ( X6 1/1)7r INTERIOR _ 1 i _.L- _ 1 MAX 2x4 SP F#2 0 12" O.C. or STUD NOTES: 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE t rrr i 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. X CONTRACTOR MAY INCREASE STUD SIZE TO MEET N J ARCHITECTURAL REQUIREMENTS. C,4 <3 .) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN FIELD ALTERATION i YELLOWPINE. � I � CONTRACTOR SHALL CONTACT LOU PONTIGO&ASSOCIATES PRIOR TO _ 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. MAKING ANY STRUCTURAL FIELD C14 {� 0- Ur MODIFICATIONS WHICH MAY VARY N !! rl / , W5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS FROM THE INTENT OF THE ORIGINAL N (p TO CONCRETE SLAB w/16d MASONRY CUT NAILS ® 16" O.C. CONSTRUCTION DOCUMEWS.ANY X I — X = MINIMUM. SEE 3/SO.0 FOR ADDITIONAL ANCHORS AT FIELD ALTERNATIONS MADE PRIOR TO J -- (N SHEARWALLS BEING APPROVED BY LOU PONTIGO& > I J ASSOCIATES MAY RESULT IN I � �_ GENERAL NOTES ADDITIONAL ENGINEERING OR JINSPECTION FEES. � �(3)2X6 r ___ 1. SEE DETAIL 2/S2.1 FOR WALL FRAMING DETAIL. POST LO ,; - co f SEE WALL STUD SCHEDULE THIS SHEET FOR STUD SIZES AND SPACING. AT GIRDERS AND BEAMS, __.. I �- -.-- PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER I cam' PLIES. I I IG r�, ,_ 0 2. SEE SHEET SO.O FOR ROOF AND FLOOR l I / LLI` SHEATHING SPECIFICATIONS. 1 t ! _ ~ ' HTT5 w/5/8 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE coI l �� III Q THREADED ROD / \ I PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES W ^� �r I TOGETHER PER DETAIL 2/S2.2 ' r 1 X s Ili g EPDXIED 6 MIN 00 W N f x I LL ^ `\ `� I N 4. INSTALL SOLE PLATE ANCHORS PER DETAIL N $ \. W N NCHOR E L 5/s„ FULL HEIGHT m 2/s21 I ROD CONNECTED TO 5. AT SHEARWALLS, PROVIDE DIAPHRAGM Z Z HTT5, SEE 1/S1.2 _ 5 ATTACHMENT PER DETAIL 5/S2.3 J 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE 5A/S2.3 �••/ 5 \ I � � i rte^ � i � d W N l i I J i Q W ^ (4)2x4 POST \ I z NI I I �F� BEAM ABOVE �-�� �, 3: 00 I 7f , U v (3)2X6 POST I _1<9� (3)2X6 '` W r I �\ POST I _ 5Lij Z (2)2x6-1/1 I (3)2x10-2/2 W SW NAILING: I � I 4< 8d®3"/6" \ MFULL HEIGHT ROD CONNECTED TO-] HTT5, SEE 1 /S1 .2 FIRST FLOOR WALL FRAMING PLAN SCALE: 1/4" = V-0" FRAMING NOTES: 1. FOR TYPICAL WALL FRAMING, SEE DETAIL 2/S2.1 2. ALL BUILT—UP POST, HEADERS & BEAMS SHALL BE FASTENED PER 2/S2.2. FIRST FLOOR WALL FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R PLAN NAME GUIDONE DESIGN/DRAWN/CHECKED CS / WAC/LAP DATE 01.12.15 SCALE AS NOTED LPA No. INSP-16-00001 CONTROL No. 1640 SHEET 11S . SHEET 2 OF 1 2 P Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax, 241-9557 FL: CA# 8344 SC:CA#3579 �ngaaouarrrnrprp Milk ij 17_7- X11 4 2x6 SPF#2 1 L—J,, S2.2 FULL H EIGHT WALL. - 4 s s C l ., 38 rE OF S/ ♦. p ♦ �� ` TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES (2)2x12 RIMBOARD. FASTEN RAFTERS TO RIMBOARD ? orf f ' �r� r,�• w/A35 ANGLE 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING Luis A. o�T�igo, PE i F L P E#53311 WITH 2-12d TOENAILS 8c 1—SIMPSON H2.5T UPLIFT Q STRAP UNLESS OTHERWISE NOTED CV 'S I�(III REVISIONS DATE i— I E _ w ALL BEAMS ARE onCENTER LVL 2.0E BY BLUELINX S 3 0 I _.�. 04 I1- J APPROVAL #FL15354 a g 00 I$ LL { I F29 I ; BM-1 2-1 .75" X 16" LVL 16' FIELD ALTERATION ,, ` BM-2 2-1 .75" X 16" LVL 6' t . I_����C_.. ra " I 2�------ � CONTRACTOR SHALL CONTACT LOU PONTIGO&ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD if I Mngy�A r MODIFICATIONS WHICH MAY VARY I j j (2)2x12 RIMBOARD. FASTEN HANGERS ON JOB ARE AS FOLLOWS FROM THE INTENT OF THE ORIGINAL 2x12 RAFTER SISTERED `. /a-- a ` N 1.1 ` RAFTERS TO RIMBOARD UNLESS NOTED OTHERWISE CONSTRUCTION DOCUMENTS.ANY s "` �. FIELD ALTERNATIONS MADE PRIOR TO ONTO TRUSS MEMBERS <' -' BEING APPROVED BY LOU POrFnGO& w/10d Q 4 0.C. m w/A35 ANGLE ASSOCIATES MAY RESULT IN �� .k, ` F1 6 / ADDITIONAL ENGINEERING OR F;14 ' APPLICATION PART # APPROVAL # INSPECTION FEES. I F13 j 1 —PLY TRUSS HUS26 FL10655.94 " ^2 2-PLY TRUSS HGUS282 FL11468.8 F17 s3 o FLOOR TRUSS THA422 FL10447.22 .r -- - - FLOOR TRUSS HUC412 FL11468.10 I!5 8 POST FROM SKEWED FLOOR TRUSS THAR/L422 FL10655.133 F19 ABOVE W W F20 H HTT5 FASTENED TO BEAM _/m CONNECT TO 5/" FULL � ��J (2)1.75x11.25 LVL HTT5 FASTENED TO BEAM z s > > Z HEIGHT ROD, SEE 1 /S1.2 -' ,`S+ F24 & CONNECT TO 5/s" FULL W HEIGHT ROD, SEE 1/S1.2 U LnF2 I W Lj 4 __..� _ -.-_ 0 N1 2 TRUSS MEMBAFTER ERS EE SD N I Ir , Q W S2.2 L_ I� w/10d @ 4" 0.C. W NI (2)1.75x16 LVL RIM BOARD ' W 1Z S3.0 VERY IMPORTANT NOTE FASTEN TRUSS TO n W Z RIMBOARD w/UPSIDEDOWN LIJ HU410 HANGER (TYP) n M 0 LD �- 2NID LEVEL FLOOR FRAMING PLAN SCALE. 1/4"=V-0" NOTE: 1. FASTEN ROOF TRUSS TO TOP PLATE w/ 2-12d TOENAIL AND UPLIFT CONNECTOR. 2ND LEVEL FLOOR FRAMING PLAN BEAM SEE HTT5 PLAN DO NOT SCALE DIMENSIONS FROM 0 THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE DBL. TOP PLATE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R PLAN NAME GIDONE DESIGN/DRAWN/CHECKED CS / WAC/LAP FULL HEIGHT DATE ROD PER PLAN 01.12.15 BUILT—UP POST, SCALE SEE PLAN AS NOTED LPA No. INSP-16-00001 CONTROL No. K_1 _\ UPLIFT STRAPPING DETAIL 1640 SHEET S1.2 � EC Y S1 .2 Yh COPY SHEET 3 OF 1 2 SYMBOLS LEGEND DESIGNATES SHEARWALL. THE HIDDEN LINE DESIGNATES SIDE OF WALL THE SW 3/6 SHEARWALL SHEATHING TO BE APPLIED. 8d 0 j DESIGNATES 8d COMMONS 0 3" O.C. EDGE & 6" O.C. "IN THE FIELD„ DESIGNATES THE HEADER SIZE, NUMBER (2)2x8-1/2 OF PLY'S & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. Lou Pontigo and ---- BEAM OR TRUSS, SEE PLAN Associates, Inc. I ANCHOR LEGEND 420 Osceola Avenue Jax. Beach, Florida 32250 3/8" A307 DIAMETER FULL HEIGHT Ph. 242-0908 Fax. 241-9557 THREADED ROD, SEE DETAIL 5/S2.1 FL:CA# 8344 SC:CA#3579 X5 " A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 5/S2.1 A307 DIAMETER THREADED 'a�` C� A• PC '/V'� ® ROD TERMINATES AT FIRST FLOOR >`` °• ✓ 'o, TOP PLATE, SEE DETAIL 5/52.1 Oi .•' �CiENS'°°'• ''•�. V n A307 DIAMETER THREADED ® fV 2x6 SPF#2 (J�j } ROD TERMINATES AT FIRST FLOOR e No.533 FULL HEIGHT WALL `�C.»"""'� TOP PLATE, SEE DETAIL 5/S2.1 (2)2x6-1/1 (2)2x6-1/1 (2)2x6-1/ (2)2x6-1/2 -s>? S TE OF o SIMPSON HTT5 'Sp40- ` ' �. . �p,^1®�.•`°®��v _T_ Obi 1•• '\••••• �I !� 5 I WALL STUD SCHEDULE �t°d��,,!QNAL E j J LOCATION nP, J PLATE STUD SIZE Luis A. P o n t i 3 0, P E HEIGHT & SPACING Ld EXTERIOR 9'-1" 2x4 SPF#2 0 16'° O.C. FL PE#53311 I WN04 MAX 3 N Cos 0 Zk n�lsi � LL_ ~ EXTERIOR 10'-1 2x6 SPF#2 0 16" O.C. gr _ J I W M 0- = MAX 2x4 SPF#2 0 12" O.C. S3.0 N ' J _ # REVISIONS DALE I J Q N to C7 10'-1 TO N E 0 Q ?� J �� J W EXTERIOR 14'-0., 2x6 5PF#2 16" O.C. i 6� _j X 101-011 N I N N Q N MAX II CL Q S I I INTERIOR 2x4 SPF#2 � 16" O.C. Q p -- I I I� 'S J J 12'-0" 2x6 SPF#2 0 16" O.C. Q fCI � I.. 0- :;z INTERIOR MAX 2x4 SPF#2 0 12" O.C. < W STUD NOTES` j 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE 1 TRUSS Al ABOVE 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. _.._...__ sk CONTRACTOR MAY INCREASE STUD SIZE TO MEET ARCHITECTURAL REQUIREMENTS. ! ._. FIELD ALTERATION (2)2 2 --M.____ �_---_ _1 I (2)2x10 _ 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN (3)2x6 SPF#2 YELLOW PINE. i .� i I .... �_ Al � _.__.-.. .- I CONTRACTOR SHALL CONTACT LOU j I R TO � I I l POST. STRAP TO _ I 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. MAKING A YS STRUCTURALSOGATES OFELD I4 ( POST ABOVE MODIFICATIONS WHICH MAY VARY SEE 3/S2.2 FOR i iii ---� -- I I w/(4)CS16 l0 6x6 SYP#2 POST. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS FROM THE INTENT OF THE ORIGINAL I I I + I TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" O.C. CONSTRUCTION DOCUMEVrS.ANY BEAM CONN. TYP { co �� I ! X MINIMUM. SEE 3/S0.0 FOR ADDITIONAL ANCHORS AT FIELD ALTERNATIONS MADE PRIOR TO ( ) I f I , I�f STRAP TO R I M B 0 A R D BEING APPROVED BY LOU PONTIGO 1. 8 !! I -� SHEARWALLS ASSOCIATES MAY RESULT IN N === W N BELOW w/(2)CS16 ADDITIONAL ENGINEERING OR 5 I GENERAL NOTES INSPECTION FEES. 1. SEE DETAIL 2/S2.1 FOR WALL FRAMING DETAIL. II-I aI SEE WALL STUD SCHEDULE THIS SHEET FOR STUD �W ! SIZES AND SPACING. AT GIRDERS AND BEAMS, p ( o PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER I I PLIES. Q:fsX N\_ � IC\4^ 2. SEE SHEET S0.0 FOR ROOF AND FLOOR SHEATHING SPECIFICATIONS.� I I \ I I i S3 0 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE N N r PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES W J STRAP HEADER PER x I TOGETHER PER DETAIL 2/S2.2 DETAIL 7/S2.2 I 4. INSTALL SOLE PLATE ANCHORS PER DETAIL r H V 2/S2.1 i INZ (3)2x6 SPF#2 i '^ 5. AT SHEARWALLS, PROVIDE DIAPHRAGM Z POST ; 11-11 PER DETAIL 5/S2.3 STEEL GUSSET ANGLED I� W 5 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT BEAM SE 1 jS1.5 � 1Uj TERMINATE BETWEEN TRUSSES, SEE 5A/S2.3 U (2)2x6-1/1 I 2)2x10 . \ - ", 1 I \ L+ • dLjj \ W S1.5 U_ X I SEE 3/S2.2 FOR W __-�-_ .. -_ 7 - (3)2 x10-2/3 BEAM CONN. (TYP) 2x6 SPF#2 @ 16" O.C. U U BALLOON FRAMED WALL TRAP WALL PER S z i � DETAIL 4/S2.3 L J Z 0 01� LIJ ECOND FLOOR WALL FRAMINdi PLAN SCALE: "' "1 4 = 1 -0 / � J Q FRAMING NOTES: . FOR TYPICAL WALL FRAMING, SEE DETAIL 2/S2.1 ALL BUILT-UP POST, HEADERS & BEAMS SHALL BE FASTENED PER 2/S2.2. j SECOND FLOOR WALL FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R PLAN NAME GUIDONS DESIGN/DRAWN/CHECKED CS / WAC/LAP DATE 01.12.15 SCALE AS NOTED LPA No. INSP-16-00001 CONTROL No. 1640 SHEET ''+ero S1 .3 SHEET 5 OF 12 Lou Pontigo and i Associates, Inc. TRUSS ROOF RAFTER NOTES: STRAPPING NOTES 42oOsceola Avenue 2250 1. STRA Ph.242-09008 Fax. 241-95 TRUSSES AND ROOF RAFTERS TO BEARING }ax. Beach Florida 41-95 57 ___ WITH -12d TOENAILS & 1-SIMPSON H2.5T UPLIFT FL:CA# 8344 SC:CA# 3579 �------------------------_2x6 OV�RFRAME STRAPUNLESS OTHERWISE NOTED MULTI-PLY HIP RAFTERS 04FRAME TOGETHER w/3-ROWS I RAFTERS @ 24 O.C. I II II , 16d COMMONS ® 8" O.C. II II w/OVERIi RAME LEDGER, STAGGERED FROM BOTH o,`eeaauuNur1jy,� 2x6 FASCIA, !s .,. ..../V? ,, SEE I SEE 5/52.2 SIDES. (TYP) °�� .•�� P®., / a 3/S2.31 I e a...• �,�GENS�.•.C,�®,e o I I 6 (2)SIMPSON A35 W, Cpi I II I ---------------------- ---- S2.3 FRAMING CLIPS EA. =4 No.53 ' .. I II I I , SIDE (6 TOTAL) ATE OF 2x4 PONY WALL ABOVE AM LOW. TRAP T (2)2x12 RIDGE I I _..__ I A3. _ ____..__ .. ®'�� ���RI®•p:••'`<cc�.��`~ BE BE S _ _ _ — �� _ I I ,` ... V_ e,n••• BEAM w/C S 16 © 16" 0. I II I I I Luis A. Pontigo, PE \ / \ I FL PE#53311 (2)2x4 KING POST.I I I \/ \/ I 1/ I ' _ / `' i (5) Y4%6" SDS t r-� ��3 I II 2x6 OVERFRAME RAFTERS STRAP TOP & BOTI SCREWS REVISIONS DATE I II I I I /\ 1 I 11 , i 4, _ _...__ __/ '�. I 0 24 O.C. w/OVERFRAME w/(2)HTS161 \ r I I I 1LEDGER, SEE 5/S2.2 T V7 I / / \ _ ___ _,- _ _____ , { OVERHEAD DETAIL �4)HTS16 � I 3 = I (2)HTS16 & -- -- I '£ (2)MSTA24 _ - 2 SIMPSON A35 ------------------------� I I9 � ( 2x4 PONY WALL ABOVE III Ir 'EI'� ij IiIl" -- (2)HTS16 FRAMING CLIPS EA. BEAM BELOW. STRAP TO _ PLY (2)A35 - FIELD ALTERATION SIDE (6 TOTAL) MULTI-PLY :a` I I _ — BEAM w/CS16 @ 16 A O.C. I f 2 I ANGLE IIIA HIPS, SEE PLAN i CONTRACTOR SHALL CONTACT LOU PON-nGO&ASSOCIATES PRIOR TO ^ (2)2 X 1 2 MAKWG ANY STRUCTURAL FIELD 2X6 FASCIA — I w ' MODIFICATION WHICH MAY VARY -kil L— ——— — — _ - SEE 3/S2.3 FROM THE INTENT OF THE ORIGINAL ` ' l o X112, �' UPPER ROOF OVER FRAMING °°—HANGER!I , 12)A35 CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU POI IT1GO& NGLE I ASSOCIATES MAY RESULT IN _ I 2 HTS16 ADDITIONAL ENGINEERING OR 9 I , " INSPECTION FEES. . �- �Q �Q RIDGE, SEE PLA LU 3 J I i �1 ``1� SIDE VIEW OF CONNECTION S1.4 I J �� A5 `NJ M (2)2x12 RIDGE i� , (2)2X4 KING POST i; �\_ _I ; W/HTS16 TOP & BOT 2 RIDGE TO HIP DETAIL Q AL_ S1.4 SCALE: 3/4" = 1'-0„ I r I 2x6 RAFTER TAIL, \ / 1 / J I I SEE SEE W r ' SEE 2/S2.3 (TYP) / > ��J� 1/S1.4 �� 2/S1 . `+-� LL+/� +�� I 2x1O SYP#2 ROOF RAFTERS @ 24" O.C. ZZIDGE PER i / 1 12 A35 I (2)HTS16 PLAN W I ' ' NGLE ANGLED BEAM SE _ w - -- - - _. 2x6 FASCIA, �+ W 2 HTS16 SEE 3/S2.3 (3)A35 ANGLES �; \ (5) Y4%6" SDS W M SCREWS W 6 (2)HTS16 I. N (2)A35 ANGLES ry Z 1 _ ,; U S2.3 ___ ��=X_ _ — � U (2)2x6 KINC POST. FASTEN TOP & BOT 2x6 LEDGER. FASTEN HIP PER I I \\ HIP PER w/(22)HTS16 TO WALL w/(4)1Od C� PLAN /® I PLAN Z i I W Z 16" O.C. ANGLED BEAM, 2x6 OUTLOOKERS 'Q � I SEE 1/S1.5 S3.0 © 24" O.C., SEE 2x6 OVERFRAME RAFTERS i DETAIL 6 S2.2 @ 24 O.C. w/OVERFRAME i� G) LEDGER, SEE 5/S2.2 O OOF FRAMING PLAN Q RIDGE SCALE: 1/4"=1'-0" PLAN OTE: 1 FASTEN ROOF TRUSS TO TOP PLATE w/ 2-12d TOENAILS AND UPLIFT CONNECTOR. 1 CONNECTION DETAIL i �.4SCALE: 3/4" = 1'-0" ROOF OFFICE COPY FRAMING PLAN BRACING NOTES AND SPECIFICATIONS 1.)ALL BRACING LUMBER SHOWN, EXCEPT FOR T-BRACE RIDGE PER HIP P R SHALL BE 1x4 SYP#3 OR BETTER OR 2x4 SPF#2 OR PLAN BETTER. (UON) PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS 2.)BRACING LUMBER SHALL INTERSECT THE WEB OF THE UNCLEAR REFER TO THE 2x4 CEILING BRACED TRUSS, PER DELEGATED TRUSS ENGINEER. ARCHITECTURAL RC"ole SDRAWINGS OR JOIST ZUSS AND RAFTER 3. PERMANENT PERMANENT BRACING WHERE NOTED ON PLAN NAME ,.ROOF RAFTER-- H2.5T ) GUIDONE TAIL SEE 2/S2.3 PER PLAN TRUSS MFR. SHOP DRAWINGS. THE CONTRACTOR SHALL PROVIDE 1x4 SYP#3 OR BETTER BOTTOM CHORD BRACING DESIGN/DRAWN/CHECKED PERPENDICULAR TO TRUSS BOTTOM CHORDS AND CS / WAC/LAP VAULTED CEILING ATTACHED TO EACH TRUSS WITH 2-8d COMMON NAILS. DATE BY BUILDER AT GABLE END WALLS PROVIDE DIAGONALS AT END WALLS 01.12.15 PORCH BEAM PROVIDE DIAGONALS (APPROXIMATELY 45%) TO THE SCALE GIRDER TRUSS PER PLAN ADJACENT EXTERIOR PERPENDICULAR WALL BETWEEN EACH AS NOTED PER PLAN LINE OF BRACING TO FORM A ZIGZAG PATTERN ALL LPA No. BALLOON FRAME WALL 2x4 LEDGER. CONSTRUCTED OF THE SAME BRACING MATERIAL.. THIS INSP-16-00001 UP TO HIGH RAFTER FASTEN w/(5)1 Od REQUIREMENT IS NOT NECESSARY AT HIP ROOFS. ALSO CONTROL No. BEARING ELEVATION ALONG EXTERIOR WALLS PARALLEL TO BOTTOM CHORD 1640 BRACING PROVIDE DIAGONALS IN THE END SPACE BETWEEN THE WALL AND THE FIRST LINE OF BOTTOM SHEET 3 SCHEMATIC SECTION CHORD BRACING AT A MAXIMUM SPACING OF 20 FEET. S1.4 SIA SHEET 6 OF 12 Lou Pontigo and Associates, Inc. 420 Osceola Avenue FULL ENETRATION )ax. Beach, Florida 32250 BUTT �ELD Ph.242-0908 Fax.241-9557 FL: CA#8344 SC:CA# 3579 OVERLAP 2X10 BEAM Y2"x9" STEEL AS SHOWN w/5-5/8"x5" LAG BOLTS EACH END ;• °a0 ` O 3 N0.5 3?1 • s OSB GUSSET. PLAN VIEW OF ANGLED BEA = -0 srq FASTEN To BEAMSzF 4 10- OF N ° �f 06 w/2—ROWS OF 8d @ �'� `/pNq ENS 6 O.C. Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE OSB GUSSET. / FASTEN TO BEAMS r- w/2ROWS OF 8d Q I � -- 6 0.C. OVERLAP 2X10 BEAM AS SHOWN . -N FIELD ALTERATION j i • �� CONTRACTOR SHALL CONTACT LOU 3 . PONTIGO&ASSOCIATES PRIOR TO (3)2X10 SYP#2 I ~ (3)2 X 1 O SYP#2 MAKING ANY STRUCTURAL FIELD MODIFICATIONS WMCH MAY VARY • � FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY I . FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO& I �I ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR __._,__ INSPECTION FEES. EXTERIOR FACE OF ANGLEC BEAM FULL PENETRATION BUTT VVELD 4'-0" 4'-0" Ir ' I,III Ii :I I (3)2X10 SYP#2 W (3)2X10 SYP#2 II II 13t., „ Y2 x9 STEEL w/5-5/s"x5" LAG BOLTS EACH END I r I i W L j � � EAM W INSIDE FACE OF ANGLED , V Q Lij Q W fY Z RIDGE UDGE SEE RAKED 2X4 WALL W v PLAN 4< LLJ Z 4< ON CD LDi KING POST �- —P—ANGLED_GUSSET BEAM SEE DEVILS ABOVE - - _ -- _.T __ : _ _ ANGLED _ �' BEAM DETAIL DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME GUIDONS ELEVATION DESIGN/DRAWN/CHECKED CS WAC/LAP DATE 01.12.15 SCALE AS NOTED ELEVATION SHOWING ANGLED GUSSET BEAM LPA No. S1.5 SCALE: 3/4" = 1'—p,> j INSP-16-00001 CONTROL No. 1640 SHEET OFFICE COPY 51 .5 SHEET 7 of 12 3/4" DEEP SAWCUT w/ ELASTOMERIC SEALANT a SLAB ON GRADE, SEE PLAN <> STEP, SEE ARCH. TYPICAL WALL FRAMING AND NOTES: (4" MAX.) EQUAL TO SLAB Lou Ptlontigo and ANCHORAGE PER Associates, Inc. CONSTRUCTION SPECS. 1) PROVIDE SAWCUTS TO CREATE THICKNESS. TYPICAL WALL FRAMING AND ANCHORAGE APPROXIMATE 12' X 12' MAX. SQ. 420 Osceola Avenue PER CONSTRUCTION SPECS. 2) SAWCUT CONC. SLAB WITHIN 4 TO )ax. Beach, Florida 32250 12 HOURS OF CONC, PLACEMENT. Ph.242-0908 Fax. 241-9557FL:cA#8344 SC:cA# 3579 (1)#5 CONTINUOUS, PROVIDE SOLE PLATE ANCOR, F wCORNER BARS (TYPICAL) 8" CMU OPEN BOTTOM LINTEL SEE DETAIL 2/S2.1 AT WALLS GREATER THEN 12" HOOK INTO SLAB. BLOCK w/ 1—#5 CONTINUOUS r,3 SAWCUT DETAIL 5 MONO. FOOTING AT STEP-DOWN 4'-0" HIGH, NOTIFY E.O.R. MONO SLAB FOOTING AT PORCHES, / �_O P®FOR TEMPORARY BRACING _ S2.0 SCALE: 3 4" = 1'-0" "`••tl••rty LAYOUT PLAN AND WHEN SPECIFIED ON PLAN. ,, ••.•`CEti••.,•%;��,,1' PERMANENT LATERAL SUPPORT DETAIL. SLAB ON GRADE, : I q. SEE PLAN. No.531 A'L � \ 8a' CMU STEM WALL W/ = -a• SAT I(= #4 VERTICAL DOWELS @ 24 O.C. 90* BEND INTO FTG -s �' ••< ICRP.• GRADE OR CONC. . .® '•.'c ���.10� SLAB SEE PLAN. / /r WALL FRAMING -.��' ' • \'�',e�` MATCH DOOR SLAB ON /4 ' `�� GRADE— Q , N(/ WIDTH, SEE ARCH. ''p .....,A + 3 as ✓i// t7/ �w\G oaw _ RECESS 2— 5 CONT. , #4 DOWEL TO MATCH VERT. � f' ��` SLAB ON Luis A. Pontigo, PE SEE PLAN STEMWALL SCHEDULE �,. j - , .fit STEMWALL REINFORCING (SEE a�a GRADE, CMU " ao- '� FL PE#53311 ` SCHEDULE) w/ 6 HOOK INTO Q SEE PLAN SLAB ON REINFORCING _. ___ __ _., ___.: . ._. _____ _ COURSES ;- 4 - FOOTING. LAP VERT REINFORCING L'' �, . ... _._� _ _..._ �_._ GRADE, 25" IF STEMWALL IS GREATER r� v . PAVING ,` 4f� ` / J SEE PLAN. rzEVISIONS DATE 1 TO 6 #4 VERT. @ 48 O.C. r= CONTINUOUS CONCRETE BY BUILDER ,. THAN (3) COURSES. FOOTING 1#5 CONT. r{ 0o�:%/r 7 TO 10 #4 VERT. @ 24"O.0 ": a -f 1 CLEAR 12"x12" s ` 11 TO 12 #4 VERT. Q 8 O.C. - CONT. CONCRETE FOOTING FYP E.J. J� STEMWALLS OVER 6 COURSES TO 20» MATERIAL HAVE TRUSS TYPE HORIZ. JOINT w 3 4 OR 2 5 CONT. REINF. BETWEEN EVERY OTHER 10"d x 20"w /( )# ( )# w/ 2-#5 CONT. 8'x20" w/(2)#5 CONT. COURSE. FILL CELLS SOLID. FIELD ALTERATION 1 STEMWALL FOOTING 2 STEM WALL ATG RAGE 4 THICKENED SLAB 6 BEARING AT INTERIOR CONTRACTORPONTI &ASSOCIATE PRIORLOU PONTIGO&ASSOCIATES PRIOR TO SCALE: 3 4" = 1'—O" MAKING ANY STRUCTURAL FIELD S2.0 SCALE: 3/4" = 1'-0" S2.0 SCALE: 3/4" = 1'-0" S2.0 / S2.0 MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO& ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. I 1 —#5 CONT.' PROVIDE I CORNER BARS (TYP.) SEE 5/S2.0 SEE ARCH PLAN r - W �' ii 51 Ja J% SLAB ON U LL 2 _. r �_ GRADE, ; r SEE PLAN. — — -- Lij / Q SHOWER PAN SLOPES TO DRAIN, SEE ARCH r PLAN. MAINTAIN 4" MIN. SLAB THICKNESS. v 00 / l u ; . STEMWALL, SEE 1 /S2.0 LLJ 1 r y ,r '`y 0 Uj Z m Q a 7 FOOTING W/ SHOWER RESESS _J CP �-- S2.0 (IF REQUIRED). � I i I, FOUNDATION DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME GUIDONE DESIGN/DRAWN/CHECKED CS WAC LAP DATE 01.12.15 SCALE AS NOTED LPA No. INSP-16-00001 CONTROL No. 1640 Copy SHEET S2•® SHEET 8 OF 12 TYPICAL WALL FRAMING NOTES: , - TYPICAL HEADER .NAILING 1 . USE SPF#2 OR BETTER FOR 0.131X3" TOE NAILS TYPICAL DOUBLE TOP ALL WALL STUDS.. ROOF SHEATHING, 2X6, 2x8 = (5) NAILS PLATE SPLICE TYPICAL STUD NAILING 2. USE SYP#2 FOR ALL TOP SEE SPECIFICATIONS 2x10, 2x12 = (7) NAILS '-0" MIN. SPLICE LENGTH TYPICAL TOP PLATE NAILING: PLATES AND SOLE PLATES. 0.131x3 END NAILS: 9" LVL, 11" LVL = (7) NAILS / (16) 0.131x3" NAILS FASTEN ALL TOP PLATES (2) @ 2x4, 14" LVL, 16" LVL = (9) NAILS EVENLY SPACED � �� Y71 USE SYP#2 FOR ALL TOP SEE 1/S2.2 (3) @ 2x6, TOGETHER w/ (3) ROWS Lou P o n t i g o a n d 3 # HEADERS (4) @ 2x8' SYP#2 OF .131x3 @ 12 O.C. STAGGERED. Associates, Inc. ----------- SYP#2 DBL. HEADER, , 4. ALL WALLS SHALL BE I FULL HEIGHT ANCHOR 6"MAX. TOP PLATE PER PLAN 4 —0 MIN. 420 Osceola Florida2e BALLOON FRAMED FULL I r'� I EITHER SIDE OF PLATE7F )ax. Beach, Flrida 41-95 I~�1 Ph. 242-0908 Fax.241-9557 HEIGHT TO ROOF OR FLOOR r'1 I FL:CA#8344 SC:CA#3579 BEARING ELEVATION, U.O.N. ON I I HEIGHT CHANGE 2X—BLOCKING ONLY RAISED PLAN. --- ______J REQUIRED IF SHEARWALL HEADER ARCHED TRANSOM OPTION: 5.) FASTEN BOTTOM PLATE OF PERMANENT TRUSS SYP#2 DBL. SIMPSON H2.5T OR 2x SPF DIAGONAL BLOCKING 'p51N11110111I11/Pl/I''I FASTENED w/ 3-0.131"x3" •�+°0°' P � INTERIOR LOAD BEARING BRACING BY OTHER TOP PLATE LSTA12 STRAP FOLDED DROPPED EA. END TYPICAL. �,.•` `S P_•••O/ty);' a WALLS TO CONCRETE SLAB OVER TOP PLATE — HEADER Y CUT NAILS @ w 16d MASONRY SHEATHING MAY EXTEND 2" 1�,,yJ°�,�CEAt,"" 0�,�`,- PAST BLOCKING— WINDOW 16" O.C. MINIMUM. SEE BLOCKING AT ALL ---- ----- ARCHED ATTACHMENTS MUST = No• 311 FOUNDATION PLAN ADDITIONAL SHEATHING JOINTS: ---- ----- SYP#2 HEADER, ANCHOR INTO 2x MATERIAL. _ c t o TRANSOM FULL HEIGHT PER PLANS N ANCHORS AT SHEARWALLS 2x4 FLAT WISE. FASTEN FASTEN LOWER STUD OPTION STAT OF a °° EACH END WITH 2-10d ANCHOR, SEE s TOENAILS. ONLY REQUIRED TO TALLER STUD w SEE RIGHT D• •.•� •��, / 2—ROWS OF 10d COMS PLAN FOR SIZE JACK AND ��s• ••••1,•op�P..• AT SHEATHING JOINTS FOR AND LOCATION KING STUDS, SOLE PLATE ANCHOR SCHEDULE @ 12 O.C. WINDOW SILL SE SEE PLAN „f; ,l lypeee + INTERIOR BEARING WALL: EXTERIOR WALLS AND SCHEDULE 3/S2 1 THREADED EXT. WALL SHEARWALLS WASHER EMBEDMENT EDGE Luis 4. 1�ontigo, PE SEE PLAN FOR STUD SIZE SHEARWALLS TYPICAL SOLE WINDOW SILL SEE ROD 0 SPACING SPACING SPEC. DEPTH DISTANCE F L P E#53311 PLATE NAILING: FOR SILL SIZE AN AND O.C. SPACING. 0.131x3" TOE NAILS: CONNECTION EAC SCHEDULE 3/S2.1 SOLE PLATE ANCHOR: 3/8 40" 16" 2x2x'/8" 3'/Z" 1 3/4" REVISIONS DATE FLOOR SHEATHING, {3) @ 2x4, END FOR SILL SIZE AND �/2"� x 6" LG (MIN 1/2 48" 24" 2x2x1/s" 3'/2" 1 3/4" CONTINUOUS BLOCKING SEE SPECIFICATIONS 4 @ 2x6 CONNECTION EACH 32" EMBED.) WITHIN FLOOR SYSTEM { ) END THREADED ROD MASA 48" 24" N/A N/A N/A WHERE POST IS ABOVE. 16d COMMONS (5) @ 2x8. ANCHOR DRILLED & @ 16" O.C. r -- — , z w PT. SPF#2 EPDXY w/2"O x $„ I I Q PLATE WASHER, I I SOLE PLATE SYP#2 DBL. I I w SEE SCHEDULE BELOW TOP PLATE I = C) FIELD ALTERATION F I I I Q W FOUNDATION S E PLAN CONTRACTOR SHALL CONTACT'LOU i' m 8" 1/2 PONTIGO&ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD r IONS WHICH MAY VARY I z MAX. MIN. FROM MODIFTHETINTENT OF THE O G NAL I � I I I a — WALL FRAMING AT WALL FRAMING AT WALL FRAMING AT J ` FROM SOLE CONSTRUCTION DOCUMENTS.ANY I � _ PLATE CHANGE CONDITION RAISED HEADER CONDITION DROPPED HEADER CONDITION LOCATE FULL HEIGHT FIELD ALTERNATIONS MADE PRIOR TO PLATE BREAK BEING APPROVED BY LOU POI1fnGO& > N ANCHOR ON SIDE OF ASSOCIATES MAY RESULT IN O ADDITIONAL ENGINEERING OR CORNER WHERE UPPER 2x4 BLOCKING INSPECTION FEES. SEE 1/S22 SEE 4/S2.2 2 TYP. WALL SECTIONS TOP PLATE OVER LAPS 024" O.C. FASTEN INTERIOR BEARING S2.1 SCALE: 3/4" = 1'-0" 6'' EACH END w/3-10d WALL: SEE SCHEDULE �q�- TOENAILS BLOCKING AT ALL FOR STUD SIZE SHEATHING JOINTS: AND O.C. SPACING. WALL WINDOW SILL SCHEDULE 2x4 FLAT WISE. SHEATHING ROUGH DROPPED HEAD MINIMUM END FASTEN EACH END OPENING OR SILL PLATES FASTENER EACH END STUD BELOW WITH 2-10d TOENAILS. LOWER TOP 4-10d ' t ONLY REQUIRED AT WALL SHEATHING , 4 -4 (1)2x4 SPF #2 (4)12d TOE NAILS LAP W SHEATHING JOINTS BLOCKING AT ALL TO SOLE PLATE 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS PLATE AT BREAK TTOPRPLATESOUBLE COMMU. ONS SHEATHING JOINTS: RAISE 1/4" FROM U FOR EXTERIOR WALLS 4 < 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS ORTHOGONAL VIEW WALL INTERSECTION AND SHEARWALLS 2x4 FLAT WISE. FASTEN BOTTOM OF SOLE CONDITIONS WALL EACH END WITH 2-10d PLAN AND FASTEN s 12'-0", (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS SYP#2 (2)12d TOE OF CORNER z SHEATHING TOENAILS. ONLY REQUIRED w/8d @ 3" O.C. HEADER, NAILS E.E. ' r , z AT SHEATHING JOINTS FOR SEE BELOW FOR BOX GIR S REQUIRED BETWEEN PER PLAN OPENING (MIN) W W EXTERIOR WALLS AND WINDOWS IN TWO STORY CLEAR HEIGHT WALLS. • • U SHEARWALLS 0 > < (6)12d TOE NAILS END SEE DETAILS SEE DETAILS 2x— SPF T&B w/ TOP & BOT. FASTENER r » A W CORNER '' rr '' ON S2.0 ON S2.0 12d @ 8 O.C. WALL INTERSECTION W - (TYP) KING & KING & JACK CONDITIONS CONDITIONS r r I STUDS SEE PLAN7 I I I I I I SHEATHING JACKS--"/ I75 I w = PER PLAN NOTES: CONT. AT q 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS Q GIRT/VERT HEAD OR SILL W 2. DENOTES 3x0.131 GUN NAILS @ 6 O.C. VERTICAL I I I I I I JOINT. INSIDESIMPSON CE, I ON PLATES SEE Z I I I I I i INSIDE FACE, IF NO SCHEDULE 3. O DENOTES FULL HEIGHT ANCHOR, SEE PLAN L---__—_.-- ---J L-------------J L---_—_----_--J 2X SPF RIPPED JACK STUD 4, . DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE w TO FIT ARCH. ROUGH OPN'G, SEE ARCH, 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE z DEPTH REQ'D. BOX BEAM BETWEEN WINDOWS ! OPTIONS ARE SHOWN 0 4< SINGLE STORY MULTI STORY SECTION A—A IN TWO STORY FRAMING FRAMED WALL CORNER AND - J 1 TYP. WALL SECTIONS 3 WINDOW HEAD AND SIL FRAMING 4 INTERSECTIONS STUDS CONFIGURATIONS E- S2.1 SCALE: 3/4 = 1'-0" S2.1 SCALE: 3/4 = 1'-0" , S2.1 SCALE: 3/4 = 1'-0" 0 WHERE ANCHOR IS SPECIFIED ON FULL HT ANCHOR TERMINATES '' CONVENTIONALLY STRAP CONVENTIONALLY STRAP PLAN ADJ. TO GIRDER BEAM AT UPPER OST TOP PLATE WHERE MAX. ANCHOR WHERE MAX. ANCHOR LOCATE ANCHOR WITHIN w/ NUT A D WASHER WASHER PLAN C? FULL HEIGHT SPACING IS EXCEEDED SPACING IS EXCEEDED ❑I/�I 6 OF POST. (JF V- V - ANCHORING SPECIFICATIONS DOUBLE ANCHORING SYSTEM: THE THREADED ROD ANCHORING I I I I I I I I I I UPLIFT SOLE __ FULL HT. SYSTEM SHALL CONSIST OF %"0 A307 THREADED I I I I I I I I FULL HT. ANCHOR RODS, ORIENTED VERTICALLY AND ATTACHED TO THE I I I i I I I POST, PER I I - CONNECTOR PLATE TOP PLATE. ANCHOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE I I I I II PLAN I I SEE PLAN DOUBLE TOP LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE I I I I I I I I MAXIMUM SPACING __- TOP PLATE, PROVIDE A 2"x 2"x Ys°' STEEL WASHER. I I PLATE o i i SEE THREADED ROD ''('�/ - WALL STUD FASTEN WITH A NUT AND ALLOW AT LEAST 3 TYPICAL PICAL I I I I I SOLID BLOCKING I SPECIFIPAAT ONS ON I FULL HEIGHT AO OR POST. THREADS TO EXTEND ABOVE TIGHTENED NUT, (TYP.) WOOD I I I I I i WITHIN FLOOR I I OD _� ROD INSTALLATION: AT ALL PLATE PENETRATIONS, SEE PLAN - _ j I I j j j (TYP) j j F= I -- - - PROVIDE A HOLE IN THE PLATE %" LARGER THAN THE FRt1MING ELEVATION DIAMETER OF THE THREADED ROD USED. WHILE O A SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLER DETAILS I I I IFLOORI RUS OR JOIST I I (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES I I I I I _ — — —I — —I �- -I- — — — — — -I- — — — — — — OO FULL HT. WHERE ONE CONTINUOUS ROD IS UNFEASIBLE, THE 2 CS16 — — ROD SHALL BE INSTALLED APPROXIMATELY CENTERED �) I I I I I I I I I DO NOT SCALE DIMENSIONS FROM ANCHOR I (TYP) STEEL COUPLER IN HOLE. RODS MAY BE SLANTED FROM TRUE TYP I I I I I I I I I THESE DRAWINGS.IF A DIMENSION 15 p I I I I I I I SOLE PLATE ANCHORS AT SILL PLATE AT TOP PLATE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO UNCLEAR REFER TO THE I /HEADER, I I I I I I I I PER SCHEDULE ON PLAN, (OPTIONAL, LOCATE AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. AROHITECTUR4LORAWINGsoR CONTACT THE E.O.R AS NEEDED}I I I I I I I I I � THE NUT ABOVE THE UPPERMOST PLATE SHALL BE YPICA I I I I I I I I FLOOR FULL HEIGHT ANCHOR INSTALLATION CHART SECURED OVER THE WASHER TO A SNUG—TIGHT PLAIN NAME I I I I I I POST TO I FRAMING CONDITION PLUS ONE—HALF TURN OF A STANDARD GUIDONS I I i i MATCH i I SEE TABLE AT RIGHT © O O WRENCH (APPROXIMATELY 30 FT.—LBS. OF TORQUE). POST ABOVE FOR EPDX EMBEDMENT THREADED L^J DUE TO SHRINKAGE AND COMPRESSION OF BUILDING 1 DESIGN/DRAWN/CHECKED I I I I I I I I I I FOUNDATION AND EDGE DISTANCE. - ROD 4 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE CONTRACTORS SHALL RE—TIGHTEN NUT TO 30 I i I I I I I I I I FULL HEIGHT CS / WAC/LAP PER PLAN. HOLE HOLE SPEC. DEPTH DISTANCE FT.—LBS. OF TORQUE AFTER ALL TRADES ARE THREADED ROD DATE I I I I I I I I I I 1 t 1 COMPLETE AND PRIOR TO INSULATION. 3 8 / "� / "b 2x2x / „ 4" 4>, 2>, 3" SEE PLAN / 2 2 s M 01.12.15 I I I I I I I I I I „ s » 1 » » » » I I I I I I I 1/2 5/g /�s 3x3x /4 6 6 2Y2 3" EPDXY ANCHORING: ALL THREADED RODS SHALL BE SCALE DRILLED & EPDXY ANCHORED. SEE INSTALLATION �r AS NOTED INSTALL 1—STORY THREADED RODS EMBEDMENT 5/8 3/4"b 3/4"o 3x3x'/4" 10" 10" 2Y2" 3" CHART FOR EMBEDMENT AND EDGE DISTANCE LPA No. 6 MAX. FROM WHERE 2—STORY RODS CANNOT BE INSTALLED DEPTH ® MONO STEM MONO STEM REQUIREMENTS INSP-16-00001 KING STUD FULL HEIGHT ANCHOR CONTROL No. FULL HEIGHT ANCHOR PLACEMENT DIAGRAM WALL SE TION THREADED ROD INSTALLATION CHART 1640 5 FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM SHEET S2o1 SCALE: N.T.S S21. �SH*EE�T9OF 12 ROOF SHEATHING, SEE SPECIFICATIONS BELOW. 6' DBL. TOP MAX NOTCH HEADER PRE—ENGINEERED WOOD (3)ROWS OF 5 ROOF TRUSSES. � PLATE BELOW TOP PLATE f .�, rj TRUSSLOK Lou Pontigo and ENGINEERED WOOD o of PORCH Associates, Inc. (3) ROWS 12d FASTENERS @ 24"o.c 8—GUN NAILS °I HEADER, /211 1'/i = AT 12" O.C. AS SHOWN ° °I SEE PLAN. 420 Osceola Avenue r. N Jax. Beach, Florida 32250 (3) ROW 0- 10dEA. SIDE. FULL HEIGHT Ph. 242-0908 Fax.241-9557 \— NAILS @ 8' O.C. ° ANCHOR OR HOLD FL: CA# 8344 SC:CA#3579 F EXTEND SHEATHING VERT. ° STAGGERED ° 2-PLY 3-PLY DOWN AT BASE OF MIN. (2)2x4 WOOD TO TOP OF TRUSS AS SHOWN. \ ° \ POST BELOW. & (1) ADJ. UPLIFT PROVIDE 2x4 BLOCKING N N TO PORCH HEADER. CONNECTOR, AT HORIZONTAL JOINTS. (3)ROWS OF 63/4" OPTION A ° 2x4 MEMBERS: TRUSSLOK +so�,.��15\cEN�/�►�,,, a SEE PLAN FULL HEIGHT ° (1) ROW OF 1 Od ° ° .. ENGINEERED WOOD LSTA12 FOLDED ,.+•°�, � •.� '�- ANCHOR r DOUBLE TOP PLATE NAILS @ 4" O.C. °- (4) ROWS 12d FASTENERS @ 24"o.c OVER TOP PLATE ' ° ° ~ �� s No.,533 1 •• AT 12 OIF .C. AS SHOWN CONTINUOUS OVER w/5-10d NAILS M ; TYPICAL CONNECTION HEEL > 1 '-0" 2x6 MEMBERS: EA. SIDE. » HEADER r F „ a ° 2 ROW OF 1 Od MAX 5 T10d ONAILSA NTO -a ST !_ OF o HEEL < 5 O NAILS @ 4" O.C. 3-PLY 4-PLY BEAM. SPACE % 00.'k, STAGGERED @ 24" O.C. °-ss s ' •...,....-••°�� LESS THAN 14" BEAM 14" LVL AND GREATER "•'' AL 1411111111% 0 , r� 2x4 OR 2x6 POST 2x8 POST 8-GUN ° ° Luis A. Pontigo, PE NOTES: NAILS FL PE#53311 SHEATHING MAY 1. TYP. CONNECTION AT STUD COLUMNS, SPF BLOCKING \,— TERMINATE AT JACK—TO—KING ASSEMBLIES, CORNER POST, ETC. REVISIONS DATE 2x P RIPPED TO FIT TOP OF DBL. MIN. (2)2x4 WOOD WITH . GAP SHOWN TOP PLATE. 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY IN ADDITION TO (2) OPTION B BELOW. & (1) ADJ. ( ) PLYS TO PORCH HEADER. 5 < HEEL < 1 ,-0„ 1 TYPICAL ROOF TRUSS CONNECTION 2 BUILT - UP MEMBER FASTENING 3 TYPICAL PORCH BEAM CONNECTION S2.2 SCALE: N.T.SS2.2 SCALE: 3/4" = 1'-0" �.2SCALE: 3/4" = 1'-0" FIELD ALTERAl10N CONTRACTOR SHALL CONTACT LOU PONTIGO&ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO& ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR BLOCKING ONLY REQUIRED INSPECTION FEES. AT SHEARWALLS AND STUCCO FINISH 5-8d COM EACH SIDE 16d COMMONS OF SPLICE 2x4 SYP#2 HORIZ. BRACING @ @ 8" O.C. SHEATHING SPLICE 24" O.C. BETWEEN OUTER WALL z & FIRST INTERIOR TRUSS. NAIL NAIL OUTLOOKER TO ROOF SHEATHING CONT. RIBBON EACH END w� 3-0.131x3" NAILS ROOF RAFTER, RAFTER w/(4)12d PER SPECS I r SEE PLAN NAILS W BOARD (TYP) �, (TYP) 8d COMMON NAILS 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, FLOOR F AT 3;' O.C.(TYP) FASTEN TO ROOF FRAMING BELOWo 2x6 FASCIA FLOOR TRUSS I w/ 4-3169x4" LAG SCREWS NAILS TRUSSES z SHEATHING AT EACH RAFTER. OR JOIST. 2x4 SYP#2 ROOF ' r , DIAGONAL I 246 0 CTLOOTACH@TO W FASTEN EA. I I OVERFRAME RAFTERS, SEE PLAN. � W U END w/ BLOCKING BETWEEN TOP PLATE w/H2.5T 3-10d COMMONS <. RAFTERS I --- ------ SIMPSON H3 w/ 10-8d COMMON 12MAX OVERHANG J L Q I I moi„ " W z CEILING � NAILS FROM RAFTER TO LEDGER W FRAMING AND LEDGER TO ROOF MEMBER. WALL WALL FRAMING LINE N LCL SHEATHING SPLICE INSTALL FLOOR TO 7 U FLOOR STRAPPING PER U BLOCKING ONLY REQUIRED 5-8d COM OPTION 1 OR 2 AT SHEARWALLS AND EACH SIDE EXISTING STUCCO FINISH OPTION 1 OF SPLICE ROOF MEMBER.. Z r I OVER LAP SHEATHING FLOOR TRUSS PARALLEL W 0 DETAIL Q 5 AT FRAME RAFTERS 6 OUTLOOKER o 4 FLOOR TRUSS AT WALL FRAMING WHEN DECK LEDGER rn J �_2SCALE: 3/4 = 1 -0 S2.2NOTED S2.2 USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. SCALE: 3/4" = 1'-0" � t 0 IF TRUSS REACTION EXCEEDS v �- 2300lbs PROVIDE CRIPPLE STUDS DIRECTLY BENEATH TRUSS MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. SINGLE BRACING NOTES AND SPECIFICATIONS 2—SIMPSON H2.5T. TRUSS BRACING 1.)ALL BRACING LUMBER SHOWN, B A A I EXCEPT FOR T—BRACE SHALL BE 1x4 SYP#3 OR BETTER OR 2x4 SPF#2 OR BETTER. (UON) (0 _ (1)DIAGONAL BRACE PER ° 2.)BRACING LUMBER SHALL INTERSECT (4) TRUSSES APPLIED I I THE WEB OF THE BRACED TRUSS, PER D TO BACKSIDE OF WEB. I I DELEGATED TRUSS ENGINEER. ® D D WOOD C C I I 3.)PERMANENT PERMANENT BRACING BRACING APPLIED TO I 01 I WHERE NOTED ON TRUSS MFR. SHOP FRAMING C C FRONT SIDE OF WEBS. II DRAWINGS. THE CONTRACTOR SHALL 1-1 I 1 PROVIDE 1x4 SYP#3 OR BETTER DETAILS ROUGH OPENING, SEE ROUGH OPENING, SEE o a T—BRACE FASTENED TO i°i P®RPBTT�ND CULAR M CHORD BOACING TRUSS BOTTOM STRAP KING POST TO TRUSS UPLIFT TABLE AT LEFT STRAP KING POST TO TRUSS UPLIFT TABLE AT LEFT WEB w/ 12d @ 6 O. I I POST BELOW WITH 2—CS16 ° ° ° ° ° ° POST BELOW WITH 2—CS16 ° ° ° ° ° ° T—BRACE TO BE THE I,I CHORDS AND ATTACHED TO EACH STRAPS WHEN FULL HEIGHT STRAPS WHEN FULL HEIGHT SAME SIZE, SPECIES, I I TRUSS WITH 2-8d COMMON NAILS. AT ANCHORS ARE NOT USED I I GABLE END WALLS PROVIDE DIAGONALS DO NOT SCALE DIMENSIONS FROM ANCHORS ARE NOT USED AND GRADE AS WEB THESEDRAWINGS.IFADIMENSION IS CONTINUOUS LATERAL BRACING, SEE I°I AT END WALLS PROVIDE DIAGONALS UNCLEAR REFER TO THE TRUSS SHOP DRAWING FOR QTY. AND TO BE BRACED. I I ARCHITECTURAL R I I (APPROXIMATELY 45%) TO THE coNTAcrTI-EE.o.R HEADER DOWN CONNECTION HEADER UP CONNECTIONLOCATION. IF MORE THAN (1) LATERAL I°I ADJACENT EXTERIOR PERPENDICULAR BRACE IS NEEDED, OVERLAP BRACE I I WALL BETWEEN EACH LINE OF BRACING r-- PLAN NAME CONNECTION UPLIFT CONNECTOR AS SHOWN. I°I TO FORM A ZIGZAG PATTERN ALL GU CONNECTION IDONE CALL OUT UPLIFT CONNECTOR CALL OUT CONSTRUCTED OF THE SAME BRACING DESIGN/DRAWN/CHECKED A H2.5T @ 32" O.C. TOP & BOT A LS18 @ 32" O.C. C° MATERIAL. THIS REQUIREMENT IS NOT CS / WAC/LAP NECESSARY AT HIP ROOFS. ALSO DATE B SEE PLAN B SEE PLAN01.12.15 ALONG EXTERIOR WALLS PARALLEL TO C (1)MSTA24 STRAPS C (2)CS16 STRAPS BOTTOM CHORD BRACING PROVIDE DIAGONALS IN THE END SPACE SCALE E D FULL HGT THREADED ROD SEE PLAN D FULL HGT THREADED ROD EE PLAN As NOTED LD DOWN AT BASE U.O.N OR HTT4 HOLD DOWN AT BASE (U.O.N) BETWEEN THE WALL AND THE FIRSTLPA OR HTT4 HO ( ) LINE OF BOTTOM CHORD BRACING AT A —16-0. 01 MAXIMUM SPACING OF 20 FE-ET. INSP CONTROL o. CONTROL No. 7 HEADER TIE DOWN 8 PERMANENT TRUSS BRACING W�EN 1640 NOTED S2.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN �.2SCALE: 3/4" = 1'-0" SHEET OFFICE COPY S2.2 SHEET 10 OF 12 BOUNDARY OF /-RATED SHEATHING, , SHEATHINGSEE GENERAL NOTESr i EXAMPLE OF PANEL _ �M1 SPLICE 2x6 x 6'-0" P.T. SYP N0.2 EXPOSED RAFTER TAIL TO EACH ROOF EDGE w/ BLOCKING a _ . WHERE REQUIRED - - - `�- TRUSS @ 24 O.C. r 2x4 P.T. SYP No.2 Associates, Inc. BY GENERAL NOTES -`` Lou Pontigo and '�- BLOCKING/CLOSURE FASTEN NAIL SPACING AT w/ 3-12d TOE NAILS. RIP 420 Osceola Avenue SUPPORTED EDGES, � DOWN TO REQUIRED DEPTH )ax. Beach, Florida 32250 E GENERAL NOTES 2d COMMON WIRE `=� -.-_._.M Ph. 242-0908 Fax.241-9557 _ � - FL: CA# 8344 SC:CA#3579 NAILS @ 4" O.C. EXAMPLE OF UNSUPPORTED STAGGERED (UNBLOCKED) PANEL EDGE - I � 2x6 FASCIA. FASTEN TO a,,o e...." a NAILING TO _ - --- DOUBLE TOP PLATE 2x6 FASCIA. RAFTERS w 2 31 x4» 0' v°.•`°°\CElvi 0 INTERMEDIATE SUPPORT ----- __..___�____� � SEE 3/S2.3 SCREWS IS 6"o.c MAX. (UON) STUDS ROOF -- N 53 I * o TRUSSES, OR TRUSS PER 2)�6» -0% ST E OF FLOOR JOISTS -9 PLAN e a ROOF RAFTER PER PLAN Luis A. Pontigo, PE 1 SHEATHING NAILING DETAIL 2 RAFTER TAIL DE-TAIL 3 FASCIA DETAIL FL PE#53311 S2.3 SCALE: 3/4" = 1'-0" S2.3 SCALE: 3/4" = V-0" S2.3 SCALE: 3/4" 1'-0" REVISIONS DAZE FOR RAISED HEADERS, STRAP THE TOP PLATE TO HEADER WITH LSTA12 @ 32" O.C. H2.5T AT IN LIEU OF THE H2.5T STRAPS ROOF FRAMING ROOF FRAMING FIELD ALTERAMON ROOF TRUSS, CONTRACTOR SHALL CONTACT LOU SYP#2 2x4 NAILER FASTENED TO TRUSS POKIGANY STRUTURALFIELD ES RTo 2ND STORY�,� ROOF „ MO IFCATIO SWHICHMA VARY TOP PLATE ELEV. `F BOT. CHORD w/ 0.131x3 © 3 O.C. FROM THE INTENT OF THE ORIGINAL TRUSS, CONSTRUCTION DOCUMENTS.ANY 2x4 SYP#2 CATS AT 12" FLOOR OR FASTENED TO SHEATHING w/ 8d @ 3" O.C. ROOF FIELD ALTERNATIONS MADE PRIOR TO O.C. FASTENED TO TOP ROOF TRUSS. TRUSS. BEING APPROVED BYLOSULTIG0& „ SDWC 15600 ADDIITOINALSENGINEERINGOR PLATE w/ 4-0.131x3" 111/4 SHEATHING FASTENED TO @ 32" O.C. INSPECTION FEES. TOP PLATE TO STUD COMMON. MAX. TOP PLATE w/ 10d @ 3" O.C. SCREWS H2.5 T @ 32" ON-CENTER SIMPSON H2.5T "F TOP & BOT. OF 16" MAX. SHEARWALL OSB WALL HEADER TO JACK STUDTOP PLATE AND TRUSS CRIPPLE STUD FASTEN CATS EACH END w/ 2x SYP#2 CONT. ATTACH:7- SHEATHING TO MSTA24 STRAP EACH @ 32 O.C. 3-0.131x3" COMMON TOE NAILS w/ 0.131x3" @ 3" O.C. EDGE OF SIDE OF HEADER 2x MAY OVERHANG TOP PLATE. SHEARWALL SHEARWALL OR SHEARWALL EXTERIOR WALL w J W ALTERN ATE I A ALTERNATE B ALTERNATE C ALTERNATE G ULL STUD TO LOWER FRAMING: D MSTA24 OR CS16 STRAP z @ 32" ON-CENTER OSB DIAPHRAGM FASTEN ROOF FLOOR DECK 1 Od @4"O.C. z / (1) ROW 8d TRUSS. FLOOR W r , (2)MS24 OR (2)CS16 3" NAILER FASTEN TO TOP - `° L.LJ 2x4 SPF#2 CONTINUOUS TRUSS. U STRAPS EACH END 1 OS �,,, LEDGER FASTENED PLATE w/ (2) ROWS I ;�, '` �/�s OSB �"`' ;� TRUSS WEBS WITH OF WALL SEGMENT OF 8d @ 3" O.C. r BLOCKING ,�� » -4 PANNEL J w/3-0.131x3 SHEARWALL NOTES: W ' FLOOR COMMON. 1. ANY ALTERNATE MAY 2x4 SPF s, r w SYP#2 2x4 NAILER FASTENED f' s, � ,f co ALL AROUND f n r r �,r > . FRAMING I BE USED. 2ND FLOOR ELEV. TO TRUSS BOT. CHORD w/ FASTEN CATS EACH END w/ 2x4 SYP#2 CATS AT 12» 2. USE ALTERNATE A. � 7 (2) ROWS 0.131x3 @ 3 O.C. 3-0.131x3" NAILS @ 6" O.C. I O.C. FASTENED TO TOP INTERIOR I. AT EXTERIOR WALLS SW-2 U!"I SHEARWALL. PLATE w/ 4-0.131x3" ENDING BETWEEN ROOF W V COMMON. TRUSSES. •• 5-16d NAILS SHEARWALL OR I? �..� EXTERIOR WALL Z KING STUD TO LOWER FRAMING WOOD BEAM ALTERNATE, D ALTERNATE E (TYPICAL) 3. USE ALTERNATE W Z (2)MSTA24 OR CS16 STRAPS ALTERNATE F E & F FOR FLOOR ( J 4< TRUSS ATTACHMENT 0 4 WALL STRAPPING DETAIL 5 SHEARWALL ATTACHMENT AT ROOF Ft FLOOR - Q1 -I S2.3 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S2.3 V � 4-12d TOE L2x6 SYP#2 OUTLOOKERS X X L 6-1od EACH END 2x4 BLOC w/3 10d KING. FASTEN NAILS (TYP.) @ 24" O.C. COMMONS TOENAILS H2.5 HURRICANE CLIP @ EA. OUTLOOKER TO TRUSS. ROOF 12" LONG 2x4 BLOCKING WITH 5-10d NAILED INTO O®® TRUSS BOTTOM CHORD OF WOOD GABLE END TRUSS 2X6 ", FRAMING X-BRACE s� \ WALL SHEATHING UP DETAILS I GABLE END TRUSS. 2X4 T-BRACE. ONLY WALL SHEATHING UP REQUIRED FOR BRACE GABLE END TRUSS LENGTHS > 8'-0' . DO NOT SCALE DIMENSIONS FROM THREADED ROD TO EXTEND THESE DRAWINGS.IFER TO THE A DIMENSION IS FASTEN w/10d COMMONS OVER 2x BLOCKING AND UNCLEAR REF @ 6" ON-CEN TERARCHITECTURAL DRAWINGS OR 8-12d TOE GABLE TRUSS BOTTOM CHORD CONTACT THEE.O.R NAILS (TYP.) 2x4x6' SYP�2 LATERAL BRACE EA. FULL HEIGHT WALL ANCHOR GUiDONE AT GABLE TRUSS PLAN NAME X-BRACE w/ 2-16d INTO BOTTOM 2X4X24" BLOCKING. - DESIGN/DRAWN/CHECKED CHORD EA. TRUSS. FASTEN EACH END WITH cs / WAC/LAP 4-12d TOENAILS DATE BLOCK TO DBL TOP 01.12.15 --. PLT W/ 2-H2.5T SCALE -- AS NOTED NOTES: LSA N®. 1. SPACE GABLE END BRACING @ 4'-6" MAX. - 0.131x3" TOE NAILS ® 8"O.C. INSP-16-00001 FROM BOT. CHORD OF TRUSS 2. ALL MATERIAL TO BE SYP#2 CONTROL No. 1640 TO DBL. TOP PLATE SHEET 6 GABLE END BRACING 52.3 SCALE: 3/4" = 1'-0" 'OFFICE COPY S2.3 SHEET 11 of 12 2x6 LEDGER. FASTEN F PONY WALL VTO BEAM W/(5)10d ROOF FRAMING PER PLAN 2x6 OUTLOOKER - ROOF FRAMING -_.._. PER PLAN s _ PER PLAN i E � yY � 4 2x4 CEILING JOIST. -- FASTEN EA. END 2x4 CEILING Lou Ponti w/(4) 12d g, a n d JOIST, FASTEN TO Associate Inc FASCIA, SEE y4 Y-- - _ RAFTER w/(4)10d s A35 �—__ ''� _ ROOF 420 Osceola Avenue ARCH -- SHEATHING Jax. Beach, Florida 32250 UPLIFT CONNECTOR ` --4Ph 242-0908 Fax 241-9557 ANGLED I PER PLAN , -_. . a ___. _._ _. � ._ _ . #8344 579 BEAM BEYOND � �_._. , -, _.. •--,._...__. BALLOON FRAME WALL UP �i _ I ' I r TO HIGH RAFTER BE ING y i 2x4 LEDGER. I I I I� ` ELEVATION 2x6 FASCIA. E i -FASTEN w 5 10d 2x4 PONY .__ II WALL /{ ) H2. 7 rr E SEE 3/S2.3 ", "___ _�_P-OR��H'�B"EDAM $ER-PL Eels, I 2X6 FASCIA. al/wlulan -W 0" p® SEE 3 S2.3 / I _. ._ . I ®a`4 `✓se` ��"'CNjJtL�. / ? TRUSSES No. 3311 \ I -o - HE DER HEADER AT N PER LAN j PER PLAN f/ yo�:�� OF weu HEADER PER PLAN II rrrgiiiiilplpllp � Luis A. Pontigo, P E POST PER FL PE#53311 f i REVISIONS DATE II PLAN � 1 � � � I I I I I POST PER WALL FRAMING, �� PLAN SEE PLAN g I� � OPENING. PER �I II OPENING PER PLAN I' 'LAN pI FIELD ALTERATION CONTRACTOR 8 ASSOCIATES PRIOR TO U MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY 1 ( ._ FROM THE INTENT OF THE ORIGINAL t FIELD ALTAPPERNATIVED ONS ADEOU PRIOR O 8 I � FIELD ALTERNATIONS MADE PRIOR TO ASSOCIATES MAY RESULT IN _ ( WATER PROOFING WATER PROOFING ADDITINNSNPE�O FEESNG OR. WATER BY BUILDER I BY BUILDER --_ iI TRUSS TO BEAM HU410 UPSIDE I' CS16 @ 16" O.C. II - --- --- 1 i FLOOR TRUSS PER .x4 RIBBON � FLOOR TRUSS PER 2x4 RIBBON � w/(2)A35 ANGLES DOWN HANGER PLAN BOARD PLAN BOARD � d4j � (2)CS16 STRAP (2)CS16 STRAP - I A35 FROM POST TO FROM POST TO BEAM PER I � RIMBOARD I II ANGLE J RIMBOARD I I 1 PLAN I Ia I 2 2x12 _,m ______________.._.._.._._ ..__...__ .. FULL DEPTH BLOCKING _ °SIMPSON HTS20,�' RIMBOARD _ LLJ BETWEEN EA. TRUSS I USS __._.___ __.___._ _� ___.__ ( W @`-,EACH FLOORS TR 2x12 ANGLE 2x12 RAFTER SISTERED ' 2x12 ..! 2x12 RAFTER SISTERED ° s BLOCKING I � ''BUCKING ONTO TRUSS MEMBERS ONTO TRUSS MEMBERS ' I w 10 d@ 4" O.C. w/10 d@ 4" O.C. r Q / W II m I W HEADER N PER PLAN ry r HTS16 HTS16 ( r , STUD WALL PER / Lj v S PLAN p I Q ' i I I I V I OPENIN PER OPENING PER PLAN PLAN I i. I i i I I I I I I i I I i I SEE DETAILS I I I ON S2.0 I I SEE DETAILS BUILDING ------- + — ------ r-------------- ---F---I SEE DETAILS ------ - ON S2.0 ON 52.0 SECTIONS _ � I 4. I I I - I — DO NOT SCALE DIMENSIONS FROM I I I I THESE DRAWINGS.UNCLAR REFER -�ON IS ARCHITECTURALCONTACT THE OINR. OR • I � I PLAN NAME I I 1 I GUIDONE I— ———————————————— DESIGN/DRAWN/CHECKED CS / WAC/LAP L------------------ DATE 01.12.15 SCALE AS NOTED LPA No. 1 SECTION AT TRUSS BUMPOUT 2 SECTION T PORCH 3 SECTION AT GARAGE PORCH INSP-16-00001 „ _ }_ �-o SCALE: 3/4" = 1'-0" �-o SCALE: 3/4" = 1'-0" CONTROL No. S3.0 SCALE. 3/4 = 1 -0 1640 SHEET SHEET 12 OF 12 I OFFICE COPY 241 fol' da Y ® jOMM Car. Y s 1,84 QMT RM PAVMV%VWAr DO=car. PATO g3 a x STMprANT 5 GLGL LINE B e ���® 6UEST Gk -. — ----- ------ --- ------� � �� o 1 - ----- ---- -- ----------- — --- - a u200To Im 04PAVMMAMI pmoVpAwdlz4 1 a-rvv�� 8 ®I 241.15' ,. FIR5T r ARBA OF LOT = 14,166 5.F. EXISTING HOUSE FOOTPRINT(I OL)5) = W50 S.F. HEN T HOUSE FOOTPRINT(I MOUS) = 1013 Sr. HEN Y pAVM o/SUBSTRATE(2705 VI ) = 1554 5F. NEK T Y PAVERS o/SUBSTRATE(I44 aS) _ qT S F. DOSTIN6 COW,.KALKKAY(I ) =7n S.F. I EASTI (I VI ) = 126 S.F. EXI5mr?com,PATIO(I ) =542 5.F. EXI5TIN5 AL.EWIP.P (I ) = 27 S.F. I —_ _—Lu HEM f,EGUIP.P (I I ) = 9 5.F. WA L.P.T (IMPERVIOUS) = 4 S.F. LOT I, , AT . I IYI51 , [PLAT P ATLANTIC TOTAL I I g 6 SF. H, , FLORIDA TOTAL LOT ClovMME = 47b : I"