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575 TIMBER BRIDGE LN 2015 NEW HOME PLANS I NOTES I TAB1.E 8=3017 .A5E3RS - s s s ,+ -LOKAIN ,E DEFLWTION OF 5'TTWOTURAL A,B,G,D,E, A b STRUCTURAL MEMBER ALLOWABLE _ �� I! DEFLECTION RAFTERS HAVING SLOPES GREATER THAN 3 12 WITH APPROX - APPROXIMATE H'CP - HANDICAPPED PR - POWDER ROOM A I A FINISHED GEILIN6 ATTACHED TO RAFTERS ! NO L/I80 4 - AND HOT - {EIOHT PSF - POUNDS PER I 11 It I (1) IT IS INTENDED THAT THESE DRAWIN&5 ARE PREPARED FOR BUILDINGS THAT WILL CONFORM TO THE (8) FOOTINGS ARE TO SEAR ON FIRM, LEVEL, COMPACT NATURAL SOIL, REE OF DEBRIS OR LOOSE MATERIAL, - SQUARE FOOT 2010 FLORIDA BUILDING CODE, RESIDENTIAL. OR UPON SUITABLE 501L THAT HAS BEEN WELL TAMPED AND COMPACTED IN ACCORDANCE WITH THE INTERIOR WALLS AND PARTITIONS H/180 BM - BEAM HDR HEADER PSI - POUNDS PER 8 'FOUNDATION NOTES' AS SHOWN ON THE DRAWIN65. BUILDER IS RESPONSIBLE FOR IN5URIN6 THAT THE IN (") - INCH SQUARE INCH x (2) THE MAXIMUM ALLOWABLE NUMBER OF STORIES AND HEI6HT PER LOCAL ZONING ORDINANCES AND SOIL MEETS ALL APPLICABLE STANDARDS. FLOORS AND PLASTERED GEILIN65 .9 fit PER THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL, ARE AS FOLLOW5: L/36o 6D _ � INCL - INCLUDE PLY'WD - PLYWOOD (q) CONCRETE MASONRY UNITS SHALL BE ASTM-010 HOLLOW LOAD BEA IN6 CONCRETE MASONRY UNITS, BLD6 - BUILDING INFO - INFORMATION A) MAX. NO. OF STORIES = (3) _ ALL OTHER STRUCTURAL MEMBERS L/240 � ID - I N51 DE DIMENSION �t� B) MAX. HEIGHT = 35' FROM GRADE NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 I BTR - BETTER ID - INSULATE DI REQ'D - REQUIRED j„ w EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/360 INT - INTERIOR RM - ROOM g S g b �g (3) THE BUILDING CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE TO THE CODE RE&ARDLE55 OF ANY (10) ALL CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH ® 28 DAYS: CLO - GEILIN6 REGEPT - RECEPTACLE $�� A� SLAB ON &RADE-2000 PSI EXTERIOR WALLS--WIND LOADS (A) WITH BRITTLE FINISHES L/24O (p) q - CENTERLINE - JT - JOINT RES - RESIDENTIAL Sg MISSING OR INCOMPLETE DETAILS OR NOTES. B FOOTIN65-2000 PSI COL - COLUMN R15 - RISERS g (4) THE BUILDING CONTRACTOR AND HIS SUBCONTAGTRACTORS SHALL CONFORM TO ANY LOCAL ORDINANCE5 AND EXTERIOR WALL5--WIND LOADS (A) WITH FLEXIBLE FINISHES L/120 GONG - CONCRETE JSTS - JOISTS RD $ 5H - ROD $ SHELF n SHALL VERIFY ALL DIMENSIONS, MATERIALS, AND CONDITIONS AND SHALL NOTIFY THE DE516NER OF (I I) STRUCTURAL STEEL SHAPES, PLATES, ETC... SHALL CONFORM TO AS -A36, "FB"= 24,000 PSI. CONT - GONTINUOU5 � JVI � � � � ANY DISCREPANCIES PRIOR TO PROGEEDIN6 WITH HIS WORK. "E"= 241,000,000 P51. COMM - COMMERCIAL L LAVATORY S - SOUTH NOTE: L = SPAN LENGTH, H = SPAN HEIGHT. GR5 - COURSE LT - L16HT SKY'LT - 5KYL16FfT A. THE WIND LOAD, WHEN DETERMINED IN ACCORDANCE WITH ASCE -7 OR TABLE R301.2(2), (12) WOOD FLOOR JOISTS, GE I L I NGS, RAFTER, BEAMS AND HEADERS SH L BE LL - LIVE LOAD SH - SHELF (5) THESE DRAWINGS ARE PREPARED FOR DESIGN AND STRUCTURAL REFERENCE ONL. . THE ELECTRICAL #2 OR BETTER SOUTHERN YEL OW PINE KD 141 545 SIZES. SHALL BE PERMITTED TO BE TAKEN AS 0.42 TIMES THE COMPONENT AND CLADDING LOADS DL - DEAD LOAD BHS - SHELVES FLOOR PLAN 15 INTENDED TO ONLY 5U66EST LOCATIONS FOR FIXTURES, OUTLETS, AND SWITCHES. '- FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN. DIAM OR - DIAMETER MAX - MAXIMUM STOR - STORA6E ELECTRICAL, MECHANICAL, PLUMBIN6, AND OTHER BUILDING SYSTEMS, IF ANY, ARE TO BE DESIGNED, (13) IF ROOF OR FLOOR TRUSSES ARE USED, THE ENGINEERING AND ME ER SIZES AND SPACING B. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN A5 TWICE THE LENGTH OF THE CANTILEVER. DBL - DOUBLE MEGH - MECHANICAL STL - STEEL ENGINEERED AND ARE THE SOLE REBFON51BILITY OF OTHERS. ARE THE 50LE RESPONSIBILITY OF THE MANUFACTURER. G. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN ROOFS OR WALLS OF SUNROOM DN - DOWN MET - METAL' 5U5P - SUSPENDED ADDITIONS OR PATIO COVERS, NOT SUPPORTING EDGE OF GLASS OR SANDWICH PANELS, DW& - DRAWING MIN - MINIMUM (6) NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L /60. FOR CONTINUOUS ALUMINUM DIM - DIMENSION MIR - MIRROR T'S - TREAV5 (7) SUBSURFACE SOIL CONDITIONS INFORMATION WAS NOT AVAILABLE PRIOR TO THE PREPARATION OF THESE DRAWINGS. STRUCTURAL MEMBERS SUPPORTING EDGE OF GLASS, THE TOTAL LOAD DEFLECTION M150 - MISCELLANEOUS (TVP) - TYPICAL THE FOUNDATION AND FOOTINGS ARE DESIGNED FORA 2000 PBF 501E BEARING CAPACITY. CONTRACTOR SHALL NOT EXCEED L/1'i5 FOR EACH GLASS LITE OF L/60 FOR THE ENTIRE LENGTH OF THE ELEG - ELECTRIC T$6 - TONGUE $ GROOVE MEMBER, WHICHEVER IS MORE STRINGENT. FOR SANDWICH PANELS USED IN ROOFS OR WALLS EXP - EXPANSION N - NORTH SHALL VERIFY AND REPORT ANY DISCREPANCIES PRIOR TO PLACEMENT OF FOOTINGS. OF 5UNROOM ADDITIONS OR PATIO COVER, THE TOTAL LOAD DEFLECTION SHALL NOT EXT - EXTERIOR NT5 - NOT TO SCALE VLT - VAULT EXCEED L/120. NO - NUMBER D. DEFLECTION FOR EXTERIOR WALL WITH INTERIOR GYPSUM BOARD FINISH SHALL BE LIMITED FT (') - FOOT 11 11 TO AN ALLOWABLE DEFLECTION OF H/180. F6 - FIXED 6LA55 0PN6 - OPENING W/O - WITHOUT 0 z E. REFER TO SECTION R703.7.2. FIN - FIN15H OA - OVER-ALL 100 FL - FLOOR OHD - OVERHEAD DOOR 0 0 0 I---1 SECTION M1505 R311.3 LANDINGS AT DOORS. IST - FIR5T 0/ - OVER I 0 APPLIANCE ACCESS THERE SHALL BE A FLOOR OR LANDING ON EACH IDE OF EACH EXTERIOR DOOR. FLUOR - FLUORESCENT� OPT - OPTIONAL FT6 - FOOTING CQ d+ EXCEPTION: WHERE A STAIRWAY OF TWO OR R15ER5 15 LOCATED ON THE FOUND - FOUNDATION M r- c M1305.1 APPLIANCE ACCESS FOR INSPECTION SERVICE, REPAIR AND REPLACEMENT. EXTERIOR SIDE OF A DOOR, A LANDING 15 NOT RE(WIRED FOR THE EXTERIOR SIDE 8312.1 GUARDS WHERE REQUIRED. APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR AND REPLACEMENT WITHOUT REMOVING PERMANENT OF THE DOOR. GUARDS SHALL BE LOCATED ALONG OPEN-SIDED WALKING SURFACES, INGLUDIN6 STAIRS, GYP - GYPSUM W 0 THE FLOOR OR LANDING AT EXTERIOR DOORS RE IRED BY SECTION 8311.2 SHALL RAMPS AND LANDIN65, THAT ARE LOCATED MORE THAN 30 INCHES (762 mm) MEASURED "rn m p-a CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TD THE APPLIANCE BEING INSPECTED, NOT BE REQUIRED TO COMPLY WITH THIS REQUIRE ENT BUT SHALL HAVE A RISE NO `-'� SERVICED, REPAIRED OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES DEEP AND 30 INCHES WIDE (`762 mm BY 762 mm) GREATER THAN PERMITTED IN SECTION R311.'1.4. VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36 INCHES (4114 mm) _ SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. INSTALLATION OF.ROOM HEATERS SHALL HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT BE CONSIDERED ,W A �D BE PERMITTED WITH AT LEAST AN IS-INCH (457 mm) WORKING SPACE. A PLATFORM 5HALL NOT BE REQUIRED FOR ROOM HEATERS. THE WIDTH OF EACH LANDING St CALL NOT BE LES5 HAN THE DOOR SERVED. AS A GUARD' 0 EVERY LANDING SHALL HAVE A MINIMUM DIMEN510 I OF 36 INCHES (4114 MM) p., 0 , ) 5 MI305.1.2 APPLIANCES IN ROOMS. MEASURED IN THE DIRECTION OF TRAVEL. 15 8312.2 HEIGHT. APPLIANCES INSTALLED IN A COMPARTMENT, ALCOVE, BASEMENT OR 51MILAR 5PAGE SHALL BE ACCESSED BY AN OPENING OR C4 DOOR AND AN UNOBSTRUCTED PASSAGEWAY MEA5URIN& NOT LE55 THAN 24 INCHES (610 mm) WIDE AND LARGE ENOUGH TO ALLOW R 311.2 EORE55 DOOR REQUIRED GUARDS A7 OPEN-SIDED WALKING SURFACES, INGLUDIN6 STAIRS, PORCHES, d - REMOVAL OF THE LARGEST APPLIANCE IN THE SPACE, PROVIDED THAT A LEVEL SERVICE SPACE OF NOT LESS THAN 30 INCHES (762 AT LEAST ONE E6RE55 DOOR SHALL BE PROM FOR EACH DWELLIN6 UNIT. BALCONIES OR LANDINGS, SHALL BE NOT LESS THAN 36 INCHES (ql4 mm) HIGH MEASURED E IE THE E6RE55 DOOR SHALL BE SIDE-HINGED,AND ALL PROVIDE A MINIMUM CLEAR VERTICALLY ABOVE THE ADJACENT WALKING SURFACE, ADJACENT FIXED SEATING OR WALL SECTION NUMBER mm) DEEP AND THE HEIGHT OF THE APPLIANCE, BUT NOT LESS THAN 30 INCHES (762 mm), AT THE FRONT OR SERVICE THE LINE CONNECTING THE LEADING EDGES OF THE TREADS. SIDE OF THE APPLIANCE WITH THE DOOR OPEN. WIDTH OF 32 INCHES(813 mrr� WHEN B THE FADE OF THE DOOR EXCEPTIONS: AND THE STOP,WITH THE DOOR OPEN qO DEGREES (1.5'7 rad). THE MINIMUM CLEAR All �� DIRECTION THAT THE HEIGHT of THE DOOR OPENING SHALL NOT BEL THAN 78 INCHES (14181 mm) IN I. THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF A STAIR, FORMED BY THE RISER, SECTIONNALL Tt)( SECTION IS TAKEN M1305.1.3 APPLIANCES IN ATTIG5. ATTICS GONTAININ& APPLIANCES SHALL BE PROVIDED WITH AN OPENING AND A CLEAR AND HEIGHT MEASURED FROM THE TOP OF THE THRESH LD TO THE BOTTOM of THE STOP. TREAD AND BOTTOM RAIL OF A GUARD, SHALL NOT ALLOW PASSAGE OF A SPHERE 6 INCHES UNOBSTRUCTED PASSAGEWAY LARGE ENOUGH TO ALLOW REMOVAL OF THE LAR6E57 APPLIANCE, BUT NOT LE55 THAN 30 INCHES OTHER DOORS SHALL NOT BE REQUIRED TO COMP Y WITH THESE MINIMUM DIMENSIONS. (153 mm) IN DIAMETER. SHEET NUMBER ON WHICH3 14 (762 mm) HIGH AND 22 INCHES (5541 mm) WIDE AND NOT MORE THAN 6 FEET (18241 MM) LONG MEASURED ALONG THE CENTERLINE OF EGRESS DOORS SHALL BE READILY OPENABLE FROM INSIDe THE DWELLING WITHOUT THE 2. GUARDS ON THE OPEN SIDES OF STAIRS SHALL NOT HAVE OPENINGS WHICH ALLOW THE SECTION IS DRAWN THE PA55A6EWAY FROM THE OPENING TO THE APPLIANCE. THE PASSAGEWAY 5HALL HAVE CONTINUOUS SOLID FLOORING IN USE of A KEY OR SPECIAL KNOWLEDGE OR EFF T. PASSAGE OF A SPHERE 4 3/8 INCHES (III mm) IN DIAMETER. �1 ACCORDANCE WITH CHAPTER 5 NOT LESS THAN 24 INCHES (610 mm) WIDE. A LEVEL SERVICE 5PAGE AT LEAST 30 INCHES (162 mm) EXCEPTION: BUILDIN65 THAT ARE 400 SQUARE F OF LE55 AND ARE INTENDED FOR DEEP AND 30 INCHES (762 mm) WIDE SHALL BE PRESENT ALONG ALL SIDES OF THE APPLIANCE WHERE ACCESS 15 REQUIRED. THE USE IN CONJUNCTION WITH ONE- AND TWO-FAMILY RESIDENCES ARE NOT SUBJECT TO THE 8301.5 LIVE LOAD. F--r CLEAR ACCESS OPENING DIMENSIONS SHALL BE A MINIMUM OF 20 INCHES BY 30 INCHES (508 mm 13Y '762 mm), AND LARGE ENOUGH DOOR HEIGHT AND WIDTH REQUIREMENTS OF THIS ODE. THE MINIMUM UNIFORMLY DISTRIBUTED LIVE LOAD SHALL BE AS PROVIDED IN TABLE R301.5 . V) TO ALLOW REMOVAL OF THE LAROE5T APPLIANCE. 8311.7.7 HANDRAILS. HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE: SIDE OF EACH CONTINUOUS RUN A EXCEPTION: THE PASSAGEWAY AND LEVEL SERVICE SPACE ARE NOT REQUIRED WHERE OF TREADS OR FLI6HT WITH FOUR OR MORE RISERS. TAaLm R30I.5 11I I GROSS-SECTION LETTER W THE APPLIANCE CAN BE SERVICED AND REMOVED THROUGH THE REQUIRED OPENING. R311.'7.'7.1 HE16HT. MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS e DIRECTION THAT THE HANDRAIL HEIGHT, MEASURED VERTICALLY FROM E SLOPED PLANE ADJOINING (I N POUNDS PERS UARE FOOT GR055-5EGT�0M5 SECTION I5 TAKEN M005.1.3.1 ELECTRICAL REQUIREMENTS. A LUMINAIRE CONTROLLED BY A SWITCH LOCATED AT THE REQUIRED PA55A6EWAY THE '�� NOSING, A FINISH SURFACE OF RAMP 'LOPE,5HALL BE NOT LES5 THAN 34 INCHES (864 MM) AND NOT MORE THAN 38 INCHES (4165 MM). USE OPENING AND A RECEPTACLE OUTLET SHALL BE INSTALLED AT OR NEAR THE APPLIANCE LOCATION IN ACCORDANCE WITH EXCEPTIONS: ATTICS WITHOUT TORAGE B LI O VE LOAD SHEETNUMSECTION 15ON AHI H CHAPTER 34. I. THE USE OF A VOLUTE,TURNOUT OR STARTING IN6 SHALL BE ALLOWED OVER THE ATTICS WITH LIMITED STORAGE (5MO) 20 !"t THE LOWEST TREAD. HABITABLE ATTICS AND ATTICS SERVED 2. WHEN HANDRAIL FITTIN65 OR BENDIN66 ARE TO PROVIDE CONTINUOUS TRANSITION WITH FIXED STAIRS �►I I 0 Q' M1305.1.3.2 AIR-HANDLING UNITS. BETWEEN FLI6HT5, THE TRANSITION FROM HANDRAILTO GUARDRAIL,OR USED AT THE START AIR-HANDLING UNITS SHALL BE ALLOWED IN ATTICS IF THE FOLLOWING CONDITIONS ARE MET: OR A FLIGHT, THE HANDRAIL HEIGHT AT THE FITTI OR BENDINC75 5HALL BE PERMITTED BALCONIES I AND DECKS 40 p' cq I. THE SERVICE PANEL OF THE EQUIPMENT 15 LOCATED WITHIN 6 FEET (18241 MM) OF AN ATTIC ACCESS. TO EXCEED THE MAXIMUM HEIGHT. FIRE ESCAPES 40 ° A q) 04 GUARDRAILS AND HANDRAILS D 200 H .0 2. A DEVICE 15 INSTALLED TO ALERT THE OWNER OR SHUT THE UNIT DOWN WHEN THE CONDENSATION DRAIN 15 NOT WORKING 8311.7.7.2 CONTINUITY. GUARDRAILS IN-FILL COMPONENTS F 50 H o;d 0 PROPERLY. HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUSFOR THE FULL LENGTH OF THE PASSENGER VEHICLE 6ARAGES 50 0 q 3. THE ATTIC ACCESS OPENING 15 OF SUFFICIENT SIZE TO REPLACE THE AIR HANDLER. FLIGHT,FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FL16HT TO A POINT ROOMS OTHER THAN 5LEEPIN& ROOMS 40 I DETAIL NUMBER � ° y, 0 4. A NOTICE 15 POSTED ON THE ELECTRIC 5f_-RVICE PANEL INDIGATIN6 TO THE HOMEOWNER THAT THE AIR HANDLER 15 LOCATED DIRECTLY ABOVE THE LOWE5T RISER OF THE FLI T. HANDRAIL ENDS SHALL BE 0) 0 SLEEPING ROOMS 30 D�T�I L.5 � �. IN THE ATTIC. SAID NOTICE SHALL BE IN ALL CAPITALS, IN 16 POINT TYPE, WITH THE TITLE AND FIRST PARAGRAPH IN BOLD: RETURNED OR SHALL TERMINATE IN NEWEL POSTS 5AFE7Y TERMINALS. STAIRS 40 G �11 SHEET NUMBER ON WHICH +,,� HANDRAILS ADJACENT TO A WALL SHALL HAVE A AGE OF NOT LE55 THAN 1 1/2 INCH -------THE DETAIL I5 DRAWN - g .v NOTICE TO HOMEOWNER (38 MM) BETWEEN THE WALL AND THE HANDRAILS. u�„�-�,, , +, cd A PART OF YOUR AIR CONDITIONING SYSTEM, THE AIR HANDLER, IS LOCATED IN THE ATTIC. FOR PROPER, EFFICIENT, AND ECONOMIC EXCEPTIONS: 11 I M M a4 OPERATION OF THE AIR GONDITIONIN& SYSTEM, YOU MUST ENSURE THAT REGULAR MAINTENANCE 15 PERFORMED. YOUR AIR I. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL P05T AT 0 0 F--1 GONDITIONIN6 SYSTEM 15 EQUIPPED WITH ONE OR BOTH OF THE FOLLOWING: THE TURN. FOR 51: I POUND PER SQUARE FOOT = 0.04741 kPa, I SQUARE INCH = 645 MM 2 , '�� .Q 2. THE USE OF A VOLUTE,TURNOUT,STARTING 51N6 OR STARTING NEWEL SHALL i POUND = 4.45 N. DIRECTION THAT THE BE ALLOWED OVER THE LOW>✓ST TREAD. A. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD ELEVATION IS TAKEN 1 a > 1) A DEVICE THAT WILL ALERT YOU WHEN THE CONDENSATION DRAIN 15 NOT WORKING PROPERLY OR APPLIED OVER A 20-5QUARE-INCH AREA. ELEVATION NUMBER w 8311.7.7.3 GRIP SIZE B. ATTICS WITHOUT STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN -. 2) A DEVICE THAT WILL SHUT THE SYSTEM DOWN WHEN THE CONDENSATION DRAIN 15 NOT WORKING. TO LIMIT POTENTIAL DAMAGE TO I. TYPE I. HANDRAILS WITH CIRCULAR CROSS SECTIONS SHALL HAVE AN OUTSIDE J01575 AND RAFTERS 15 LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO OR MORE 4 I ti YOUR HOME,AND TO AVOID.DI5RUPTION OF SERVICE, IT 15 RECOMMENDED THAT YOU ENSURE PROPER ' 'RKINO ORDER OF THESE DIAMETER OF Q7 LEAST I I/4" INCHES (32 mm) AND OT GREATER THAN 2" INCHES (51 mm). ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION CAPABLE OF CONTAINING A REGTAN6IJ= """ ; TI A SHEET NUMBER ON WHICH DEVICES BEFORE EACH SEASON OF PEAK OPERATION. IF THE HANDRAIL 15 NOT CIRCULAR IT SHALL HAVE PERIMETER DIMENSION OF AT 42 INCHES HIGH BY 2 FEET' WIDE, OR GREATER, LOCATED WITHIN THE PLANE OF THE TRUSS. - Al I THE ELEVATION 15 DRAWN �4 �f,. LEAST 4" INCHES (102 mm) AND NOT GREATER THAN 6 I/4" INCHES (160 mm) WITH A FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY '' 7 MAXIMUM CROSS SECTION OF DIMENSION OF 2 I/4" INCHES (57 mm). ED6E5 SHALL HAVE WITH ANY OTHER LIVE LOAD REQUIREMENTS. MI305.1.4.1 GROUND CLEARANCE. -`�- 11 ' A MINIMUM RADIUS of 0.01 INCH (O.:25 mm). G. INDIVIDUAL STAIR TREADS SHALL BE DE51ONED FOR THE UNIFORMLY DISTRIBUTED LIVE -„ EQUIPMENT AND APPLIANCES SUPPORTED FROM THE GROUND SHALL BE,L-EVEL. AND FIRMLY SUPPORTED ON A CONCRETE SLAB LOAD OR A 300-POUND CONCENTRATED LOAD ACTIN& OVER AN AREA OF 4 SQUARE OR OTHER APPROVED MATERIAL EXTENDING NOT LESS THAN 3 IN (� CHES (76 mm) A$OVE THE ADJOINING Gt�.OIJND. SUCH SUPPORT SHALL 2. TYPE II. HANDRAILS WITH A PERIMETER 6REA THAN 6 I/4" INCHES (160 mm) SHALL ,C BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. APPLIANGES�aUS ")=D F F',p*>;THE'FLOOR SHALL HAVE A GRASPABLE FINGER RECESS AREA ON BOH SIDES OF PROFILE. TtfE FINGER INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. i RECE55 SHALL BE61N WITHIN A DISTANCE OF 3/4 I H(Iq mm) MEASURED VERTICALLY D. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE /',/'��I''�'�/''�I ! � - v T HAVE A CLEARANCE OF NOT LES5 THAN 6 INCHES (152 mm) FROM THE GROUND. - 1__-j FROM THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF AT LEAST 5/16" TOP. C/V i� 1 I W i.�B..�.,; , . .LJ I TOP OF SLAB = O'-O" EXCEPTION: ON CHANOEOUTS OR NEW INSTALLATIONS OF EXISTING BUILDIN65 WHERE EQUIPMENT 15 it EP � THAT HAS A SUPPORT INCH (Co mm) WITHIN 7/8" INCH(22 mm) BELOW THE WI EST PORTION OF THE PROFILE. THIS E. SEE SECTION 8502.1.4 FOR DECKS ATTACHED TO EXTERIOR WALL5. `: ,_ 1 PLATFORM APPROVED UNDER A PREVIOUS COVE. a1. REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST 3 8" INCH (10 mm) TO A LEVEL THAT 15 F. GUARD IN-FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL " b NOT LE55 THAN 13/4" INCHES (45 mm) BELOW THE TALLEST PORTION OF THE PROFILE. THE " - MINIMUM WIDTH OF THE HANDRAIL ABOVE THE HERECE55TAL SHALL R I N INCHES (32 mm)LE. FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF ^, MI305.1.4.3 ELECTRICAL REQUIREMENTS. --��•y `" TO A MAXIMUM OF 2 3/4" INCHES (TOmm). ED6E5 SHALL HAVE A MINIMUM RADIUS OF 0.01 50 POUNDS ON AN AREA EQUAL TO I SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED TO � _ __ . A LUMINAIRE CONTROLLED BY A SWITCH LOCATED AT THE REQUIRED PASSAGEWAY OPENIW66�ND A REG-:PTAGLE OUTLET SHALL BE INCHES (0.25 mm). 1 1�„ M� ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENT. ) ..... � C INSTALLED AT OR NEAR THE APPLIANCE LOCATION IN ACCORDANCE WITH CHAPTER 341. 6. FOR ATTICS WITH LIMITED 5TORA6E AND CONSTRUCTED WITH TRUSSES, THIS LIVE LOAD '` ' OPTIONAL HANDRAIL 5EGTION5 NEED BE APPLIED ONLY TO TH05E PORTIONS OF THE BOTTOM CHORD WHERE THERE ARE � ...;. MI307.2 ANCHORAGE OF APPLIANCES. TWO OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION CAPABLE OF les . . ? ' CONTAINING A RECTANGLE 42 INCHES HIGH OR 6REATER BY 2 FEET WIDE OR 6REATER, '° ALL APPLIANCES DESIGNED TO BE FIXED IN POSITION SHALL BE FASTENED OR ANCHORED IN3peed t ::�,� AN APPROVED MANNER. STRAPPING 5HALL BE AT POINTS WITHIN THE UPPER ONE-THIRD LOCATED WITHIN THE PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE TOP ' . OF THE BOTTOM CHORD AND THE BOTTOM OF ANY OTHER TRUSS MEMBER PROVIDED THAT AND LOWER ONE-THIRD OF THE APPLIANCE'S VERTICAL DIMENSIONS. AT THE LOWER POINT, ® ® „ EACH OF THE FOLLOWING CRITERIA IS MET. " ';�' a THE STRAPPING SHALL MAINTAIN A MINIMUM DISTANCE OF 4 INCHES (102mm) ABOVE THE CONTROLS. 1 1/2 MIN 'a X. I I. THE ATTIC AREA IS ACCESSIBLE BY A PULL-DOWN 5TAIRWAY OR FRAMED OPENING r ',..,„,,;,r,,: MI307.2.1 WIND RESISTANCE. IN ACCORDANCE WITH SECTION R 807.1. r�� M 2. THE TRUSS HAS A BOTTOM CHORD PITCH LESS THAN 2:12. M (�� MECHANICAL EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO WIND 5HALL BE 3. REQUIRED INSULATION DEPTH 15 LESS THAN THE BOTTOM CHORD MEMBER DEPTH. `` a DESIGNED AND INSTALLED TO RESIST THE WIND PRESSURES ON THE EQUIPMENT AND THE °." SUPPORTS AS DETERMINED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, BUILDING. THE BOTTOM CHORDS OF TRUSSES MEETING THE ABOVE CRITERIA FOR LIMITED STORAGE ;; .: � �.� i.:�.',"�'l !�.:::.:: .sei SHALL BE DESIGNED FOR THE GREATER OF THE ACTUAL IMPOSED DEAD LOAD OR IO psf, , r Ec TURNf d ' I I 8302.11 FIREBLOCKIN6. UNIFORMLY DISTRIBUTED OVER THE ENTIRE SPAN. �M� �. r � m?2 k: > IN COMBUSTIBLE CONSTRUCTION FIREBLOGKIN SHALL BE PROVIDED TO GUT OFF ALL ' ;r ) i ... CONGEALED DRAFT OPENIN&B (BOTH VERTICALAND HORIZONTAL) AND TO FORM AN H. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A � " f �- € . MI601.4.1.3 SPACE PROVIDED. AN EFFECTIVE FIRE BARRIER BETWEEN STORIE , AND BETWEEN THE TOP STORY AND SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF 77.1E CONCENTRATED t �, M1601.4.1.5 s f; SUFFICIENT SPACE SHALL BE PROVIDED ADJACENT TO ALL MECHANICAL COMPONENTS LOCATED IN OR ;:.... a - j �-�` - 4 . THE ROOF SPACE. FIREBLOGKIN6 SHALL BE PROVIDED IN WOOD-FRAME CONSTRUCTION LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE IN-FILL COMPONENTS. i :.. <. ,. , .;<,° 7 ,� a,. ..:?, FORMING PART OF THE IR DISTRIBUTION SYSTEM TO ASSURE ADEQUATE ACCESS FOR: I CONSTRUCTION . A A A () THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE ANOTHER, AND LOADS ARE "� '> ;,' ' F ;' �_; IN THE FOLLOWING LOCATIONS. ,s r; , ` ,, ? � r t dK i I � AND SEALING IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION MI601.4, (2) INSPECTION, AND ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. f (3) GLEANING AND MAINTENANCE. A MINIMUM OF 4 INCHES (102 mm) IS CONSIDERED SUFFICIENT SPACE I. IN CONGEALED SPACES OF STUD WALLS AND PARTITIONS, INGLUDIN6 FURRED ;f �^ a T� �. i� SPACES AND PARALLEL ROWS OF STUDS OR TA66ERED STUDS AS FOLLOWS: . . �k z €{1;a�1f ! : AROUND AIR HANDLING UNITS. .- ;,, •. I.I. VERTICALLY AT THE GEILIN6 AND FLO LEVELS. t , �t <�.'. :; ' t EXCEPTION: RETROFIT OR REPLACEMENT UNITS NOT PART OF A RENOVATION. : A , 1.2. HORIZONTALLY AT INTERVALS NOT EXG EDIN6 10 FEET (3048 MM). 1. a , I. 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL ' i `' ; , I a r � ; SPACES SUCH A5 OCCUR AT SOFFITS, DROP G -ILIN65 AND COVE CEILINGS. 1?1?ITIONI.. NDT�S: "° ; r t 3 APPROX. ��// 3. IN CONGEALED SPACES BETWEEN STAIR TRIN6ERS AT THE TOP AND BOTTOM OF �� 1" s � SITE LOCATION IN17L/� IN65 THE RUN. ENCLOSED SPACES UNDER STAIRS 5H LL COMPLY WITH SECTION 8302.7. �` I w t ; � ` ` I Y. 4. AT OPENINGS AROUND VENTS, PIPES, DU T5, GABLES, AND WIRES AT GEILIN6 AND (1) THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE . ,. FLOOR LEVEL, WITH AN APPROVED MATERIALTO RESIST THE FREE PAS5A6E OF FLAME STANDARDS ESTABLISHED IN THE 2010 FLORIDA BUILDING '` " _ z-= , 1 .'* V h' (AI) COVER SHEET AND PRODUCTS OF COMBUSTION. THE MATERIALFILLIN6 THIS ANNULAR SPACE SHALL CODE, RESIDENTIAL, SECTION R501 OR AN ENGINEERED DESIGN ,i` w_ 1.a (A2) ARCHITECTURAL SITE PLAN NOT BE REQUIRED TO MEET THE ASTM E 136 :QUIREMENTS. PER 8301.1.3 ;• °* ^,. --- f ff r I f1 (A3) ELEVATIONS 5. FOR THE FIREBLOGKIN6 OF CHIMNEYS A FIREPLACES, SEE SECTION 81003.141. (2) THE BUILDING 15 LOCATED IN THE WIND BORNE DE ? ` s - - y� 1 i k BRIS REGION. 1 . �, ? s ;,' �` ` `aye 2 # z f t( } (A4) GROSS SECTIONS DETAILS b. FIREBLOGKIN6 OF GOSNIGES OF A TWO--AMILY DWELLING IS REQUIRED AT THE THE DE616N 5HALL INCORPORATE IMPACT GLASS, ENGINEERED ` ; : , G _ ., , (AS) FLOOR PLANS LINE OF DWELLING UNIT SEPARATION. SHUTTERS, s .. ` k' (A6) FOUNDATION ROOF PLAN SHUTTERS, OR LABELED, 517E STORED, PLYWOOD SHUTTERS € . WITH PERMANENT, STRUCTURE AFFIXED, HARDWARE. r �- ,�,. } ' e I .:3 fit' 1. - (A7) WALL SECTIONS 8302.12 DRAFTSTOPPIN6. IN COMBUSTIBLE G STRUGTION WHERE ' :.FCttilv`i�TF(vTD�^ ..f r I.. I :e: ... C 2 . 1 s I f ___ 3 THE MAI ARCHITECTURAL ��1t�L T * 9 mgt �� 1�� O N WIND FORGE RESISTING SYSTEMS ARE DE5161�1ED s' (A8) FLASHING DETAILS - 1`V>riII L.CiTUIL.� Y f�v'�l jI 1��5 THERE 15 USABLE SPACE BOTH ABOVE AND BE OW THE CONGEALED SPACEAl I (A41) WINDOW DOOR FLASHING OF A FLOOR/GEILIN6 ASSEMBLY, DRAFT5TOP5 SHALL BE INSTALLED SO THAT TO WITHSTAND THE WIND LOADS ASSOCIATED WITH THE "ULTIMATE" Y-- { ::. 3` £ THE AREA OF THE CONGEALED SPACE DOES NOT EXCEED 1,000 SQUARE DESIGN WIND SPEEDS PER SECTION 301.2.1.3. t .:_::{ N. �` +� - (A10) ELECTRICAL PLANS FEET (412.41 m2). DRAF7STOPPINO SHALL DIVIDE THE CONGEALED SPACE - ", 7- �, , .,:-. J -.'---":.7,!:::*,; �}` INTO APPROXIMATELY EQUAL AREAS. WHERE HE ASSEMBLY I5 (4) THE BUILDIN6 CATEGORY SHALL BE (11) AS PER ASCE 7-10, :? ENCLOSED BY A FLOOR MEMBRANE ABOVE A A GEILIN6 MEMBRANE TABLE I-I. w . w t,E��r xzm ...-. () BELOW, DRAFBTOPPIN6 SHALL BE PROVIDED I FLODR/GEILIN6 :.�i:!�.:ii,iM...n Ir q ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: (5) THE BUILDING SHALL HAVE A WIND EXPOSURE CATEGORY c AS DETERMINED BY THE ENGINEER'S FIELD SURVEY OF THE PROPERTY "_ 4 I. GEILIN6 15 SUSPENDED UNDER THE FLOOR F ' MING. (6) THE BUILDING SHALL HAVE AN INTERNAL PRESSURE COEFFICIENT i S. G.r.� �� A �,�5 �� 2. FLOOR FRAMING 15 CONSTRUCTED OF TRUSS-TYPE OPEN-WEB ORI� 0 0 �"tr`� IN ACCORDANCE WITFf THE FLORIDA BUILDING CODE RESIDENTIAL Y J a� PERFORATED MEMBERS. FORA "FULLY ENGLOBED" BUILDING. 61"31C041f{KJ)Y v}I6d,j�Q�kE (51, 52, S3, S4) PLANS BY OTHERS -------------------- ANY AND ALL EN61 NEERI NC ')RAW I N&5 TAKE '�,� ,mom P.-l-m-s 1 (7) THE COMPONENTS AND CLADDING HAVE BEEN SELECTED, I-1 �� / ,�z , AND THEIR USE INCORPORATED INTO THE DESIGN AND u ssf r.:..7 accxea� ��.m 4 ,1v, PRECEDENCE OVER ARCHITECTURAL DRAWINGS. �t DutiC�. !� 7 1�1 ,�� h�jl�� a<< .„ � y.K„ II. - - SPECIFICATIONS, IN ACCORDANCE WITH TABLE R301.2(2) OF THE I -------- ,�.,.. ,:,, :M n FLORIDA BUILDING CODE, RESIDENTIAL. APPLY THE v • APPROPRIATE HEIGHT AND EXPOSURE COEFFICIENT FROM TABLE 8301.2(3). . ,� K (8) 6ARA6E DOORS ARE TO MEET DESIGN PRESSURES BASED ON \ U- TABLE IRWI.2.1.2 THE FLORIDA BUILDING CODE AND (ASCE 7-10) EXPOSURE CATEGORY. - X KND 0MLr= DORIS f'1ROTWTIONt F�WENIN& SC+EML.E `,QV t- (41) SEE STRUCTURAL ENGINEERING SHEETS FOR DESIGN COMPLIANCE '', FOR P STfZIJGTURr�tL f''A4N�1.*3 A,B,G,D � � FROTE,GTION OF OPENINSO IN THE Y�IIND SIS �A6 sFASTENER TYPE PANEL SPAN 4 NEL S 6 NEL S I ` � S 4 FT. PANEL SPAN PANEL SPAN V BUILDING SHALL BE DE516NED AS FULLY ENGLOBED WITH THE USE OF EITHER "OPTION A" _ S 6 FOOT S 8 FOOT OR "OPTION B" SHUTTER SPECIFICATIONS (NOTED BELOW). OTHERWISE, APPROVED #5 ;"IboD IMPACT RESISTANT WINDOWS AND DOORS, CERTIFIED TO MEET EITHER MIAMI-DAVE SGf? W-BA5ED , I OR THE STANDARDS ESTABLISHED IN SECTION 8302 OF THE FLORIDA BUILDING CODE, A&LHOR WITH 2-INCH 16 10 S , , RESIDENTIAL. EMBEDMENT LENGTH O I :=� 1�- �s #10 WOOD In � �C 0- SC OW_IBASED 1. SHLn TM SP GI�ICoATION5: EAMI✓E MENT LENGTH 16 12 q OPTION A 1/4 LAG WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" (11.1 mm) AND A MAXIMUM SCREW-BASED i SPAN OF 8 FEET (2438 mm) SHALL BE PER"11TTED FOR OPENING PROTECTION IN ONE- ANCHOR WITH 2-INCH 16 16 16 CRAM AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT SO THAT THEY SHALL BE EMEIEOME?-iT LENGTH SY ��V JO'4 PEG HOME ATTACKED t0 THE FRAMING SURROUNDING THE OPI=NING CONTAINING THE PRODUCT gl: I INCH = 25.4 mm, I FOOT = 304.8 mm., I POUND = 4.448 N, I MILE PER HOUR = 0.44'1 m/ WITH THE GLAZED OPENINGS. PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE � f3UNOALOV4 , ��_, Gi�EGKED BYE ANCHORAGE METHOD, ,AND ALL REQUIRED HARDWARE SHALL BE PROVIDED. f=ER1"(ANENT CORROSION RESISTANT ATTACHMENT HARDWARE WITH ,ANCHORS A. THIS TABLE 15 5A5ED ON V (A5D), A5 DETERMINED IN ACCORDANCE WITH Iii- - PE12MANENTLY INSTALLED ON THE 1:3UILDING SHALL BE PROVIDED AND DESIGNED TO SECTION R301.2.1.3, OF 130 mph AND A 33-FOOT MEAN ROOF HEIGHT. RESIST THE COMPONENTS ,AND CLADDING LOADS DETEI;41NED IN ACCORDANCE WITH B. FASTENERS 5HALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD J D � 4/15/15 THE PROVISIONS OF THE FLORIDA BUILDING CODE, BUILDINCs. ATTACHMENT IN STRUCTURAL PANEL. FASTENERS SHALL BE LOCATED A MINIMUM OF I INCH LOT 163 UNIT THO _ ACCORDANCE WITH TABLE R3©12.12 WITH PERMANENT CORROSION RESISTANT FROM THE EDGE OF THE PANEL. j SCALE, CALE I/4°=11-U11 ATTACHMENT HARDWARE PROVIDED..AND ANCHORS PESMANENTLY INSTALLED ON THE G. ANCHORS SHALL PENETRATE THROU67H THE EXTERIOR WALL COVERING ATLANTIC BEACH I �DUI�TRY CLUB BUILDING IS PER ITTED 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 MINIMUM OF 2 1/2 INCHES FROM THE EDGE � _` .IOB N1h� SOBS OF CONCRETE BLOCK OR CONCRETE. PIT ®/'� `_SHALL BE ATTACHED U5N6 V BRATION-RESISTAN- I D. K-ERE PANE-1-5 ARE ATTACHED TO MASONRY�NCHORS HAVN6 AAS THEY itv � �>3�� 154 � �G i MINIMUM ULTIMATE WITHDRAWAL CAPACITY OF 1500 POUNDS. �G `_CO��y DUVAL COUN-Fi."! Zoe oko 1I�, _. -----I OPTION B ; O� 1��pe APPROVED SHUTTERS CERTIFIED TO MEET EITHER MIAMI-DADS OR O� GO` QP`\- Adk F.B.G. IMPACT TESTS. SHUTTERS MAY B1= ROLL DOWN:, ;,;NEL, v ACCORDION OR OTHER APPROVED DESIGN TYPE. G `�. P 11 IA I O I -------I---- ------ OF _j . - J `�' f ;�L ' '�r � - !�;� �' '',,�,,,� ,� ,�,,�,�;1"' ',, '"L "_!,�, , ��4 �, ,.� '_�,,�, -__� ,""L �' ,:__�, '�,_ - �, I , .. . .: , _, .- ,, � � :%" _1-___ _ , , , , � - _ _____ _ I -�--L'�--I ---"�- --'-'---Z '��"--�� '�-"-' L-"-Z' "�'�� --- ----- 11 _ - _ __, , I __ r., ,�', OT WVER446Eg� MCW-OFWAY PROPERTYLIM g PRAAREA OF LOT = 14,410 S.F. �� BRE, ix FOOTPRINT OF MOUSE = 5,205 S.F. � �g � WOMINE OF ROADWAY _ _ 1'ERGENTAa OF GOYERAOE D/W APRON 22.24 TAM 4 CITY ❑ b tat MIXT STDS ja EXIST. CA erwT g g GRADE 6 DEH'(Miw G cm 16UTTER _ ROADWAY W/b:155. b1-0° EXIST SWALF � FRONT OF LOT DRAINS REAR OF LOT DRAINS I TO ROADSIDE SWAa - TO SKINLETYE O ' II II �I LOT 6RADIN6 REAR YARD ,n o � M H o Ict I R CQ N (9q o55'45" 268.45' �. o a� a'\ 120.00' 70 EASEMENT ......... _ _ A�SILTBA ER I 5' B.R.L. 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A5 SPEC. w. »:::=::»::::«t:»::>:: :: ::::: ::: :>::;:::>::>:: STAIRS - ca ti NEYAE.,POST A5 SPEC. k–� 12 1�10�MOIA.DIN6 1 D I I W.TAM3W I I F7 .AT I I,BEIR& '1.S WLS. a O I I = 44 p ( Om O 16'slat.TAFEFM SIMMR KITCAN OPEN FIBER&ASS 601.5. r-------------� I�. r-------------I o o CAST STONE GAP z I------- I ---- ' ' G.M.U.PIER W/El V I I I PARSE GOAT STUGW I I I I I I YID.RAdLINS r---------r-- -----------------------r— NEVL.POSE AS SPGG. W e I� G - SG,hLE: ll411=1' CQ co o �J oc� g .� z ® IH 12 �j A a 00 � > ti -fit- VOID `�' VOID ' +� I 12 EURD CAST DESIGN 48'DC-C.ORATIYE H00D ''� , AMELIE KITCIfN H00D 04804 , _ http:/(W*ioxoawtdw&j w4mm Q OR AS SPEGIFIEfl m 4` 12 - - 6RE,4T ROOM MR! '`- i T.V.NIUf SIZE I _ t DEPrFI BD 40 = –14 2 CAR OARAOE - °, ` -- - — \ n l FVie�LA DOLS. I110 10110 j 96 bJ16 RNI6� �F OUTDOOR FIREPLACE { I- {i G - OPTIONAL f 0 �� LU 5oALE: 11411=1'-011 Yi a 21_3e 4x4 CEDAR �. a 4x4 CMAR �M 4x4 CEDAR 3 TRIM DETAIL 2 TRIM DETAIL 4 SCALE: 11/2' = V-0' 4 SCALE: I I/2" = 1'-0' in C+r=CAQW sY1 \V sPECTis MDI025 SPECTiS hQ�1035 � . ATEs ,� ° 4II3/15 scAt�1 1/411=11_/ 11 f e n?. i3RAGKET 4 DETAIL ��eco(o* °,S NO" SCALE: I I/2' = P-0' ��-� 55'-1111 yl- 11 3 I Y 25'-q " I II 1-V P O' I 51-20 5-O b --- I I ---------i i- 2-6 2-b I"1'-O�- 61-114115-O 2-0 ' j I II I II 1 ■ I II it & P - j ---�---j -------------�----�----� I I I II A I I (?� j j � � � FD.0 6' hFF.® � 1� I IL________ J ---�- I ----- r- Y T I I I r 1111... ----� r-- I ��■�,� I I Y.Q1L�C a I I I I L----------- r- .� ill H I I q'-I US'CEIL. tm " I: ;:: I I I I I ? I I I I I = MIGHE >a 3'-III -1'-3 " :D 13'-4 " ':_ I, :? 1 I LI I I � G 12hL X bb. I I I I I I I I ii m BTM.e I I i i i = g s g $ g ! I I I j j 46 AMITY � .L Iii'I ` I I I I I ... IH I L-----L---S� r --- -- J 11 L--L---➢-----�L---L-' -- HD eEFLF, O' W/GQ T.I/BTO q'-I 8' € I 1 1 I I F' d� 5 I I r I I -- ? I ASV. V. I I I I g� ilv I I II II II - MIR - ., »:: 1LT. I 1 u. I 1 r I ! I I I 1 r I I - I 1 I ::c:H:: Jrs•,:iO::i:i>ra2:d:::%�;:�;i:��':Sii:�>':c��'ra ': II II I �---------------� I I ;1;111 It I ' I I - `un ;::.>1111.>: <;:<:::. .,:::::::::•.:::.::•:::::.::.:::•.;: .: tL I I I I a i i i i j i i i 1 1 e 1 I 1 vs H I I I I � � 1 1 , I I I - I { I II 1 1 1 I I I I I I I `'� ��2b P.O. i i i i , I..... :...::s:::-,::::>:..::::a:: ::::::.'...">:::: :.. I I I I. I I I I I I W.O -0 i 4 1 1 INS i i 3 1:. I I I i RD.� :>: I I I I I ASV. FLR ;_,"1, 1----- I I I -----\ 1 1 I f0 I I , I I I I :i �._._. I ix _ I I I r----�\\ I I 1 I I I I I I 1 � I IillNOTM -- 1_--1 iN 1)ALL EXTERIOR WALLS ARE 2X6 EXCEPT'AS NOTED I li �� II I I I = i �__ Ir I I I I 11 11 1 1 1 I I I I I I I I m m 1 1 1 1 1 1 1 1 VLT.GEIL I I 1 2)ALL INTERIOR WALLS ARE 2X4 EXCEPT AS NOTED I I I - b'7'U8 TO I - 1 I I I I I I 1 1 1 1 1 1 1 1 1 I 3)ALL WALL THIGH ARE ACTUAL.2x4=3 V2' 11.11.: :. e v e e a a s TOq 118 I I I o I II ■ ::;:: N I I I I I = 2X6=5 I/2 2X8='I I/4,ETC... o L---------------------------------J L J �r1 1111:. :.. :.�::::.: ::.;:::::::::::. .::.:::::.:::;.:;::.::.;:.:;:.:::.::;.:;:"::.:.>:.;::.:.>:.>::.:>;:::..:.:.>;>::::>:.:::.::.::::.:::..:..::::;..:::.> a� in 1 r _F-----:[____ _ _______ -_________J L-� -, L-- I 4)THE 912E AND QUANTITY OF ALL EXTERIOR STEPS ARE °D I--I L _____________________ I_ ■ 1_ ■ I ■ ....., � j 71 T-T^--- \ I 4 I I 61_811 3 I 18 I I TO 13F FIELD DETERMINED BY OTHERS. cv °D v I 1 `\\\ �/' 1 _ = i i 5) ALL PLATE AND GEILINS HEI&n ARE TAKEN FROM 0 � F- I \\`\\ //,' I TO q'-I I/8'GEIL �' I I (TOP O�)1 IOUSE SLAB/9LAGK. - I I \ \ , / 1 1 ,� ''i A l I I 6)VERIFY THE KITCHEN AND VANITY LAYOUTS WITH o 10-� I I I \\ \ /' I CAT} INS I 0 THE DETAILS ME BY OTHER5. 1_0� en 0-1 \ .. I \\ \, / / 1 1 -----+- 1)ALL AWLES ARE 45° UNLESS OTHERWISE NOTED. .. 1111:. --T-- I \ r --------------- - / _ :::::::::::::::::::::.I.A.::::::::::::::: :::::::::::::::::::::......:::::::::::_:----- ROOM 1 1 1 y --------------- r 1 ! % ill ____-- +-----_- _J 8) ALL INTERJOR AND EXTERIOR FLOOR 4 STEP FINI5FIE5 I r , I = 1 I r �' I _ q'-I I/8'GEIL. (?�"O`;� _ a a SHALL HAVE A NON-SLIP FINISH To MCAT x 1 1 11 1 1 1 1 I I `rr I I I I \ •+ I -K1 dJ 1®.1018-0 AF.F.® d r eF ASTM GICW STATIC COEFFICIENT OF FRICTION MIN.OF Ob. 04 I 11 I I I I 1 1 .�� 81 t1 1 _ 1 I 1 ! 1 1 (Y DE!ANDOW GUARD (1 q) A WOOD IN M' IAC THE CONDITION (1; 11 1 1 11 I I I -I i l 11 ?' 2' 't SHALL EE- I I I I I I I I j I I 1 1 \ r --_7 15'-q■ I I l0) T GLASS TO 8E TEMPERED I I I I I I 11 1 1 I I 11 z �' 4�I I I I I l i t l i i 1 '----, I IOLA1 r 1 1 1 - 11) EMERSENGY ESCAPE AND RESCUE OFMINGS, I I 1 1 I I 1 1 1 1 -1 1 ____ enae I ! I 1 1 `t 12) G LABS.- 20 MINUTE I I 1 1 I I 1 1 1 1 a I L___ _jLr----� IAA1 Ia I I �D �ry I ! I I I I 1 1 I I dJ 1 r------�---, 1"VG aa�� 1� ■1_I <1: 11 y I I I I I I 1 1 I I 1 I I I I J�C�1l�T L-v-J m I I I�-I I I I I I I I II I I I I T.GEIL I I I I I I YL T.I 1 :.:..,.:.:.":.:.:.Iz.,.:,B�:..,..,.:.:..,.:.:.:.:.:..,.:..,..,.:.,.,..:.:.�:..'-�:.:,..::,:.:::.,.:.:.......:�-�:.,..,-I 11 - ::..X...,.,".I I I j . 0 I I I I I I I I '1-858 TO I I I I 1 1 I j I I i `___ TO q'-I I/8' I I--I I I I 1 1' I I I I I I I I 1 1 I � S) _ 2-y OF of _ hird, I I I I r---------------� 1, I I I I I ----- - '1 __YLT fill *. 1 I I I I I i b='1"1/8"TO I H I I I ,� L�----------------�- \\ 1 1 I I I }�� 1 - TOq'-I V8'F.- 1 w I 1 / \ \ I I I I q L...... }�I 1 H N ». I 1 , / \\ \ I I I 1 >::::>::::>::>::»>:«::><::><:::;:; <:<::<:>:<::::::><:::>:<:::>««<>::>::: :.....�......: ,....[. ------� I I / .Ni:: : I / / \ \ 1 1 '-$5/8' I 1%``. WASH. 1 1 Q I I / I I II I I ir G O 1 1 I / // \\ \ 1 1 I 1 1 I I Ij I .,_ I i _:. f 6-17/ 1 I L ---- I . �� // \\ �y t------------ -- ------ --J I I I 111 I I I I .. - - -I 1 1 1 I I I r I _____________________1. LL�I_____�l___� _______ �__S____�� I I I I 111 I : i It : ( 1 I I I 1 1 L_1__ I I I I 11 I I I 111 1F L A N T.I i it(LT I I i t 1 1 I I I I I L----- - _I L _ I I (11 I I 1 1 I I ,� I I I I ----I----I---- --I----I ----------------------- 1 I I� 1 [ I I 1 I 11 2x6GOM5TfiuGTION CQ L_______J 1 ------LL . :::", 5/40 FLOOR MTEM CQ 1 ` ULjJI<I'1 I f :` I I ( I a xoiSALOWWNA ON A°' II 124 I f - II 11 - "` I I :z: - VLT.GEIL: - ° ° l I I I 1 8-1 1/8 TO-q 1 118. _ ..I.....: ::. I I 1 I 1 1 ° ° I I I I 1:::. I I I I I I m c�. I I I 43 A I k 11 I I I 'd . y I I I L....:: ?i I I I I I .g m 4) Z �-----J L---- ----J L---+--J I -4M .Q .....................:: -------L--•--- »»::».....<::<::>:: :»»: :>::>:1111>::::<:;:::::::::::::::: ----J --- --- NOTE"A" � m � F-- I � .0 N AFF® 1405.13.2 Window sills. � c 51_`11 1_/111 bl /)11 61�a �1-^11 n1_/111 ✓T/ �! --I -V i�/ 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 A W 1 ■ than 72 inches(1 829 mm)above the finished grade or other surface below,the lowest part of the clear opening of the window shall be at a height not less than 24 � b-II Y61- ° 15'-6' S'-0° inches(610 mm)above the finished floor surface of the room in which the window is located. Glazing between the floor and a height of 24 inches(610 mm)shall be fixed or have openings through which a 4-inch(1 02 mm)diameter sphere cannot pass. 53'-4. . �4 Exception:Openings that are provided with window guards that comply with ASTM F 2006 or F 2090. r,N ', , � _�� 1u >`" � _� I 4#0 - 1�1_5�11 Iq'-6�" 12'-3�' 41_8 11 - 26'-q�' -1-0 -10 I1 11 '� p It ;a: - . 1 n % 1 n 1 u ` 1 n `M .. 5' 11, 11'-q■ 81_6r 2=1 i NOTE 3-10 10'-2' 51-511 q- 10'-I" 4'-O'1 -1-5 1 I L 0 1.11 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE .. : IWALLS,UNDER STAIR SURFACES,AND ANY SOFFITS PROTECTED %.40 -AFF. ON THE ENCLOSED SIDE WITH 1/2"GYPSUM BOARDa Ill . i 11; - 2660 XFA . 2660 I 1' \ W. i a INE OF SOFFIT ` :':::>>:>:>:: :::< >»1111>: 1- «: L ABY TUB FACE OF PORCH W/G b \ 3 5li0WER 4b'H SERVICE WALL 204b 2046 2046 5H. m d) : \ HD.o A.F.F. HD.o AFF. HD.e s AF.F. WALL LEGEND . i 1'111: .::. '.............._..........: .::::...:.::.:..::.::.::.::..:..:.:..:...:: ..........:..,.::.:.:..:::.::.::.:::::..:::::::,.::.:. 1111:....�.:::.::.:::..�.::.::: .::..:.::.::....:.. ..1111... ... _.... a ................ 1111 a •:::::::::::::::::::::. :::- 1111:.: :.::.::.::::. IF >. , \ P 0 ,............................. :::::::......:.............................::::::....... ....: \ / w. ! MIR _ : = , - \ t- 5X%LVS ` ------ --- _ SEAT _ ® , 4 �( : ....,..._._..... - FRAME WALL I 5' 1 ■ - 1 ■ 41_d 1 11 AG. -29 cJ° N -K1 1 b-lo n 2-O \ / W/G LINEN .. T . N 'm \ / 48'VANITY _ gFLATIT i _.�I 6MMISBATH a /��1 = 2890 ,_ II 10'-1 I/B'WL. 1 ■ 1 Zp• ,/ �- ,'I r 1 . ry ITYP.a PORCH) _4* 6 2 b' n T \ 2060 3060 SH. 2060 SHI. 3- -1=1 QST BATH a 13'-3 " � I 41 p T1. SOFFIT o 8' / YLVS \ HD.0 F.HD.0 8'AFF.HD.0 8'AFF. / \ - I 11 36'H.RAILI mP� N6 ----- - in : ------- .. HP. lo' I Ve'GE 4 11. .>:::.::.:: ...:.-,-....:.: 0aoort - IL a 3060 5H. 1,,f Y. \ IF H1.a 8'AFF. OY�II`1LR� 81.J.ii`M. o� 5° Q 5° I _ _ : ■ a i- 7 :; .:>:.::.:;.:.>:::::,.:: .111.;1;.;>:.. :::::..:.::::.:.,::::. .:::::::::.::....::' ': Q �' MR, h I 20 5Q O.M.U. IER w/ MIN. O 1 lo' 11/8'GEIL ® PARSE GOAT 5 50FFIT '•::.:.I3..::,:ra rs::::'ro. ..v:::::'8:::. 1 m 10-I 8 GEIL. In i I I I 1 / ........................................................ - . :: 7U000 ® »»:»1111>;:.:,;>:.::::>:.:::.:::.;:.;.::::::;;;:.:: : e 8 AF.F. ::>:: ....................................................... (TVP.s 4 PLGSJ '� FOA H. 1 = 1 I I I �1Jd1'YJ I 1 DOOR RETURN --------- --- ii 1111.: I I OTR I I I I . 1 I'I'-5 3 I I'-1 1 ■ -I 2' ■ I ' I I I' 1 I I I I ' it I+D'-1`I/8., IL Ib 5G2 GRAFT5MAN STYLE MIN. 4-6 51-110 tt I G ® 1 = I d . - 4 1. : I I 1 ; I I 1 g 6UE�T SI11T�. PLUS sA - »':: - .......1. - ix? .� I I ICE «<: 1 I I ---- lo'-I V8'GEIL. a fTYP.0 4 P � '� = ,� ' I 1111::: >: _ L I 10'-I I/8' IL = - G I 2890 L------ r, 12' 1211 - - I I T I M/ 11111 • iii I I I I I I II(V ::::> p►1I� pn �y - 5. i:: i : 1 . a: : i:I I I I I I I OPN'6. RD. SH. ...........1............-....1 ::*, "' :::: ..... r I I I 10-I V8 GEIL. -4011 I I I I I I I 1 _ T I I I 1 i I. 1. IUP t4 ARE 2Xb EXCEPT AS It .. �s� ::: -. �� 1111 - »... c: 1111;::: - I i I I 1111 a:•: :: = 1111... II er - r - to: �i4 - IACI RIOR WALLS :.............. I6 2 -It10 - 1 I 1 _ I I I I RDASH. 2) ALL WALLS ARE 2X4 EXCEPT A5 NOTED :::; ---------, -K1 _,..: ___ ---- -It1 :: i; ?i 1 ----- ,-- I I I I I -- ----- +1111 1111; ,:>:;:,:::.::.:.:::..:. :.; ::;:<I:': _ I < 1 I 1 II I U.G REF % : ; m I 1 I 1 1 I aM - 3) ALL WALL THIGH ARE ACTUAL 2X4=3 I/2' :. is - L-- - --� I -------1 111..-.: ..-.-; -.. ------- I I I 10'-1 18'GEI GO T 1 : I -Orr 1 ..........:.: .....:........ J e b a s r l 1 L N A , - 2X6--5 1/2 2X --I I/4,ETC,... '■ 1� ,■ ----------------------- __-- RD.4so WASH. L_ - I - 3oeo r�D. s'-lo 1 4)THE SIZE AND QUA1 ITY OF ALL EXTERIOR STEPS ARE _7- = " -I GE L__ 1a I8 I 1 ■ -- W'^t 10-i 18 I . - GEL TO FIELD DETERMINED: 4 41 :X........................:..:..::.::.::.:::::.:::.::.:.::::::::::::::..:....................:..:::::.:..,..:..:.::.::......:::::::::.::.::::::::::::.. ;::;>1111:;;1111. .: ------------ / S DETEftMi BY OTHERS. PLUS <;<�o�r9?1111:_::: = 2880 MOO, I I - rT--1� 1 =__________ ., \ OPN'6. / / I a OPN6. 1111 = 4'-3 ° 1 5'-II I r q1 ■ 1 5) ALL PLATE AND GEILI'NB HEIGHTS ARE TAKEN FROM ............. ............. ....................................... ................................. ^ 1111 I I I , I \ `FY t1 ® j 1I 11 ill_ �I �\�� / I 14-0 860 -4011 6-b 5-I 5 10 ;� I o _ % :: It L____, 1I REF,11 i ------ -- \ • , I ; I _ a I 6) THS KITGH>:Tl AND VANITY LAYOUTS WITH �L= -' -T==== - _ 11.11 `� `\ .',/ I 1 ,�1� ■ 1 11 1 I'_3;■I 1 ;t TQ !� 1 _ 1 THE DETAILS DONE BY OTHERS. --- - _vvv=_Y_ Q I .:: \ \ . , I 5-0 3-II 16 a a 10'-oil 4'-b' 2' 12° I OFT04AL 5LH4M KITCHEN � \ / , I 1 2990 1 !11 : __ ___ I a a -I)ALL AN6LI~-9 ARE 450 UNL.E55 OTHERWISE NOTED. .;..O.-1:........... ...................__....::: 1;111 I::::i;:>i;:»:>;::.:.:;:.>;;'>11:4;4>;.::.ii>:»::5:.>;:;:;: d1 dJ I 32'6A5 GRILL ` `� -- -------------� ' I I _1111... «<;.............. 1111._.........._........... = OFTI ............................................ dJ 8 ALL INTERIOR AND EXTERIOR F # .......................................... ) FLOOR STEP FINISHES I 1 r I - - a \ -I 1 0 V I I IW4 - - - - - _ - , SHALL VE A ••�� '� `I Y - _ NON-'5LIP FINISH TO MEET �t W I � r-- -- -- -- --� I I--- --- - ------- ---- -- 5x%LYS 1111?>1 N a 6 I i 1 1 I ..1.. . ... I L__ __ _______ ____ __ a ____________ COEFFICIENT OF FRICTION MIN.OF Oh. LU It %JII 1 11111 I 1 I I I I - ' '` '---- ALL WOOD IN STATIC, WITH MASONRY GONGREI'E OR EAIRTH 1 1 :I 1 I I I i '-j-__ I P ' 1 APPROPRIATELY CONDITION I I,' I ` 1 I I :` I I I I1 �t I PANTRY w� ..I 1 ._.. _.. SHALL BE PRI•a511RE TREATED ATELY FOR THE GOND � _ ...... _ VLT. 1: • : I VLT. I I I 11 0a 12'_3" 4'-4■ , g' b■ q'.5■ Ck 'Q 10) T 6L.A56 TO BET TEMPERED I 4 1 I. I 1 F- I I ��__ 10 ,1111. II) ER6ENGY ESCAPE AND RI:5G1E OPBdIN65 I a : I 1 i.....1....;. :. . + %_ K 1 : >:: I 1 I = 1 1 I I o I :: a T 5X SFLYS IO'-I V8'GEI 12) G 1ABEL -20 MINUTE 7 l I T I ff ;�� I I I I u, 8 '1111 , X �D 12° 12■ , f'OR�GH0 I: 1 - EST 1.....1. 5TEP5 n 10-I US Gt#IL. a- . .......... AR II - - I 1 G I O ® ... 10' I I/8 cEIL : 1 . 1 VAULT FROM 10'-1 0"Ca . 1 :: I 1 I 1 11,,, I = PLUS STEP OWr 4 PLUS SIEPDOW�I I H/ I : - -- ----r-- -- -- __� ;>:: I 1 I 11 : i I r- - , Arn n 1.............. ... 1 I -- I »> �22`tBO, ........ 1....... 4 ::. .. 1111:.: . .:I .. `. dJ I I 1 I I L 1111:. ..:- OPTIONAL AREA TABULATION � 1 . I'. I 1...I ..: _ I I :.:........ : ' -- JI - _ I..._ V I "<t 1 I I 11 --__:.: 11 I I � : 1�i i :::. 1 I = -- ------------ . . I I - I I W 10-I V8 IL. i.:: Q L--------------- ~ '-o , SD 'I"``': _ �` ` KITCHEN 1 I j ,�ry _ a FI1Z5T FLOOR 2217 2 I ir ;> �.:,=;- - \ I I _ 1 ■ I - 5�GOMD FLOOR 871 ■� 15'-2a�" /-// I"T'-q `\ � I T 121_8■ I 21 q �f1 -J �'- '-11 , ■ r--------------- Q ~ »: 11 »: 12 HI. w/ . 7 1 n �� / \ �� _ I D. I I Q 1 . / � 1 I I I % I i \ I I I III II _ . :::::::' �" :" I CD 1 h I %', D T \ `\ I I `t W/1•I RANGE I : III I I 1 = 1 ___ ' I i 6,A5 WOOD BIIRMIN6 \ -- ----- ----- ---- --_j � LL - i _ NTRY/FRON `PORCH 153 a F ADE \ ::,;� I ................................ REAR PMV,H Q n ® F<:............ -- liii �• - i...... 276 :>: ...... to - ::::::.:::>::«««:«: ;:.:::.:::.:: 1111::: 1.:..:. :.;. : � 2 GAR 6 ARA6E O . 1111: .: 5'I .Nv SH. = 3060 . OHC. OHC. >. OHC. J Q 2068 i A IF : `;;.; I DRANK BY I HD. 8 AFF. HD.O AFF. IX.-.111:1::.:.:...,:;...::.::: E.. :........:.:::::. L.. ur - ;;<.:.:.::::::,.:<.:,::.:;,.1;111>::::::::.::::.:.::::::.:. _ :;. ;>: ;1111.:; :;.;>:;:::. >;::.::.::.::;;.>.;.::.:.>11;;11:,.;:,.;:;.;:;:;.>: : : :.. :.:::.::::::.:.:::.::.:::.::.:::::::::::::::::::::::::::::::.:........_1111..., :.:;, n « n :::::::...L:._:: :::::::::::::::::::::::::. : 4 TOTAL UNDER KB6/bH/BY >` 5H. 5141 :> L... . 1ZOOF 408 i:,::;:y;::::::.:.:»::;:::::::.:.::.:.:::.::.. < i: [: a :i;,'..:..:..::::..:.:.:.::::::::.::::::>: 1111.. .:::.:.:.:::..:::..::.:.�::.:.�:.::::::. IF 1 1 :: ..:.::::!,..,....%,,,.:.......- =ry .4 6 W. 8 ARF 8 AFF 1 ° BY. T 9 7 - _ N 3080 I - 4 n �0 4 - v 1... ° 1315 r _ 1111... 1111�. .- : .. � .r L--- ,� ------------ Al C 8, - DRYER PENT SCALE■ II-, I II :::«:. 4 TO 1 >: - AG.CM.-I 121_br 2. 51_911 (`� n n 4 I -0 5H. SH ..............................................:..:. :._:.:::::::::::::::::::::::::. .:::::::::: 1 ,x.1,1��WALL -r1� W. 8'AFF. W. 8'AFF. `r O� r ` 3OSS 1 II 1 11 Q� �, 6'-0 51-011 /'_p■ -40 _ 51-411 51 A■ 3� di�■ •y1-/111 151-00 ¢1- 1 F I R !5 T F L 0 0 R ��` �,`G t 161-6m 12 12'-5" 3 5'-q" I-1'-b' b'-O' I I'-O° b'-O'� 40 Q v �s �y F L A N ��G �6I Eva Not 21_/1■ 14'-2k 181-0a L✓'J■ .Z71_011 51-011 ��GQ�O '11 -V LLLVr ?f J �. L.1-V _ ✓-V 2Xb C06Tff'IIKiTION GQ +C��`i ' PI 8q�711 20 319UN6�V OWFl�ELEVA�TION� SCJ At- I ! I A5 of 10 I ' - -- 11 - 111 - _s _ 9 1.1 _ I I -- - I I i 10'-1 1/5" PLATE o/ (2nd FLR.) 1'-8) 3/4" FLOOR 5Y5YTEM o/ q'-I I/8" PLT. HOT. (Ist FLR.) RXF PRAMM LE99m: F-- --------C--_Q___Z______________ � 20'-II" o/HOUSE SLABBLK _ __ LITE OF FIRST FLOOR_B_o_w____ ____ ___ I i—————————i —— i i (DETAIL "A") ROOF VERT � I r---�--- -------------—�---—�--—� 1 11 12 I ,� INTERIOR BEARING WALL OR RAI5ED KNEE WALLS , I I I I I I I I �{ FROM FIRST FLOOR BEARING WALL 1 - r - II I I I F--] FALSE WAIL(TYP FRAHM OVER DOUBLE NQS)-- QS) ---- I I I -----------t- 21-0" �i I I I I I ® WADERS-EN61NEER TO VERIFY 10'-1 1/a" o/HOU5E 5LAB/BLK I I N I I I i � I I I I TRUSS r � tat I I 1 1 1 1 I I I BEAMS,DOUBLED Tom►,OR 6IR1XR TRUSSES BY g "A") . :: I I I I I I I (l I I I I I j ® OTFERS-PER MANUFACTURERS SPECS �V g ��' (DETAIL A) I I u I I q:12 I I I I I » �! .9 I 11 ___ I I ----- ---- --- -- I STEH.h�BERS ,/ H I ------L---S , r-------J --L---Il-----�L---L--- I I I I I I I .� '� r----i--- 1 I I I ► ! I I � t.ONGRETE LINTELS jil I I RIDGE I I I I I I I 1 I Q I I d- r-1 , I I I I I I I40 F 4'-1 1/8" GEIL. I I I I I I 2xb INALL • STEEL POSTS H I I I I I I ( I I WOOD POSTS Q'-1 1/a" GEIL. RIDG� I 2x6 EXPOSED2YELLFINE --- ROOF JOISTS OR ROOF TRUSSES BY OTHERS TAIL C44 OVr /4 PINE PER MANUFACTURERS SPECS KNE o0��'FOR T16 I I I �----� Q I I I I L L BEAM,JOIST,OR TRUSS W46ERS 1 n I I ---------- DETA I L � I I , II I1 II II I � N I I I I I I I I I I n N n II q:12 li ii i , i i TYPE II II 0o Z I L--- ————————————— -------------� L --- J L-------- L ---------J L--- I I (u ROOFOVERFUM%IALLBE2'-O' to 0 L--- - ---------- rte- - - ----------- -------------n H T --------------- 1 , I I I UNLESS NOTED OTH RMSE. Wz °0 00 (2) ROOF PITCH SHALL BE qA2 UNLESS cQ NOTED OTH!RMSE ON PLANS. PITCH BREAK I 1 (5) ROOF FRAH9 6 TO BE PRE-ENGINEER® , RIDGE I 1 WOOD TRUSSES SET O 24'0& o A _ ---------- - (4) BOOP FRAMING LUQ TO BE#2 OR +- 12 BET TEFL I \� -- -------------� i� I - 1 - 1 -- --- d- ----+- ----- t5) �� INDICATES DIRECTION of 0 '� I I I I I I DGE I I F I �� SLOPE. w w q.12 I I I I q O I I I I I I I I 1 1 1 1 (6) > INDICATES INTERIOR I I I I I RIDGE 2'-O' t�) CEILING VAULT. INDICATES PALSE WALL. (a) � INDICATES 2nd FLOOR WALLS. L _ IAGGESSI I TRUSS I ATTIC I 1 -- I I I I I I I I I r r 122ht50 II'-q 7/a'PLATE NOTES- 'z I Ie I I I I I I I I I I I N L 1/ J I I I I I I I I I 1 12 ALL ROOF FRAMING TO BE PRE-MANUFACn*W I I I I I I I I I I I I ' ROOF TRUSSES-TO BE INSTALLED PER I MANUFACTURERS SPECIFICATIONS(UX.0) I I I I cv I I I I I I I = ` ADDITIONAL INTERIOR BEARING MAY BE READ "{ I I I I 1 1 I I I I I BY ROOF TRUSS MANJFAGTURER CONTRACTOR I I I I 1 1 1 I I I I I TO COORDINATE w/RESIDENTIAL DESIGNS BY I I I L ---- J I I I , - ------ I 1 ------ I KEVIN GRAY AND WINDLOADE NEER -----------------�\ a'-1 1/b" 1L. I I " 2Xb E)POSED RAFTER I I I-�{ 7/a O/HOUSE SLABBLK TTM OUT F R T#6 8 n I III I I 1 (DETAIL '9 SCAB TO TRIM 2x6 WALL H ALL PLATE H6T5.ARE TAKEN Ii � � __ - J i � I I I FROM THE SECOND FLOOR SZ-FL 1 - ---- ------------ II I II I I I 11 I 1 1 I I I 1 OR FROM THE TOP OF THE MAN I - --- --- � I1 � X1.7 -6 --------L---1-----�--- 1 ----- I --- -----f_ I I I - III �1 I � I I I I I DETAIL HOME SIADIBLK(FIN.FLIQ c I qa2 q:12 I I � I III �1 - I n l i I I I I IL-------------------=---- ---J L--------- - I III1 O1 ID II I 1 Qi I L----�--- ------- -- ----I---- - -- I I I I I I I I I 1 cQ ------------- � II II x T*�Fr:I q:l2 q:12 I I I 1 I NOTE: ALL VER STACK,PIPES, c 0 I IL I I 1 E>4IAU5T5,ETC.,70 BE LOCATED ON w•� o r FS 1 REAR OF HOUSE AND NOT MOLE +, o FROM STREET. b V m � Z -- --- I- ---- ----� --- a NOTE: .� m 10'-1 10' o/HOUSE 5I-AB/BLK �U > DETAIL A 0O FULLY ENGL05ED A710 ( ) NO VENTI NO REW I RED w 10'-1 1/a" PLATE o/ (2nd FLR.) 1 11 11 _ it ii � I-a 3/4 FLOOR 5Y5YTEM o/ SCALE: 1/4 1'-011 OPEN GELL 5�'RAY 1� 5'-10 I/8" PLT. HOT. (1St FLR.) � INSULLATION 20'-11" o/HOUSE 5LABBLK (DETAIL "A") _ 101-00 4'-b• "� ,m 8a'_.T�:: � \ t ITT'-3�' Iq'-b�" 12'-3�' Q,:_�1: �:��■ -ri-0u 611: r- ———————————————————————— ———————— 1 ------------------- '.. I .. _ ------- - 4ti I --------------------------------- 11W/G , III TLJO 1 1 GONG GRJRB m w/(I) RODS COW. A7 I r--------------------------------Z��L:� II L I" 1 I I I l ---- -� I I I w/(1) GOVT. - --- ---------------------------------------- ---------- 11 --- J I W1 _ 1 I tl� I - ---- -- ----- ( ®s�_ �,-� -- --------- ----------- ---------- - --------L - I I dJ -_- = '� --------- --------- - ---------R-- i---------- I I BLOCK I I 4' ■ 1 I I FOI ATI WALL -- I I I ��Ai'I,/U I I L_I I I I I i ON 8'x16'CONT. (��- 1 : 1 1 �r 8'oxii.BLOCK I I r r I 12'DEEP THIGK9d I I v FOUNDATION I I I I 1 I I '� I 1 1 1 Al CO I,�_ i I I j�.� ON lo'x?O'GONL I I I I I �MM46K TYP. I I 1 1 I I I 1 1 1 GONG.M.w/(5) I I I I I ( J .......................................................................... L------ --- --------- - > I I - RODS CONT. I I I I I POST LOG.TYP. I I 1 I - 1 I I 6 (TWD STORY) I I II I 1 I I a'G.M.U.BLOCK = 1 I I FOUNDATION WALL ------------------- -- 1 I I I I I I �+ I ON 10')20'GOVT. L�'----- -- - Q I I I CONC.FTG.W/(?) ------------------1 1 I I W RODS GOVT. I L--------- 1 1 BRICK VENEER - I I (OTE STORY) L_________-- J - I I 1 TYR 0 EA PIER I I I I ■ I I I I 6 I I I I I �■ I I I I - I 1 I I L-1 - I I I I I2' 12" - 1I in SLOPE I 1 1 LL I- I I I I LL =J-1 I I II I I I I I ------------------------- IUG.REF.I1 4" GONG.SLAB FII�T��HH I r----- J L-I-I- I � Lu — L L--—� o/6 MU_.Y BAFAER of I 1 5'-1011 I I 6 STEPS WELL GOWAG TERMITE _, I - Q ��_�, ------ F--- --I I TREATED Fill 3'-I I " ■ ;� I 1: r J I I I REP.I I I I 5�8c I I ' MAIN I I I I I r J I I I I THHCK�STEL' I I r_L L I �__, ------J I DOWN COW,.Fro. FIN. 5LAB I I I r ----- 2" I ' I I OPTIONAI.SUTtKITGtfN I 1r- ----------------- -------- ----�� w/(5) RODS CONT. - r I I 52'GAS6RILL I I' 1001-011 I r ----------------- -------- ----� II II I I r_T__ -----------------------------�(V I I I I ba I _ I 1 ----� 1 1 1 - n - I __ 4 I .^ t r-- -----------------� I I I I I I I I�1 -1� 1 1 I _ 1 — I 1 12'TURN DOWN EDSE ILL== I I t� 1 1 I I q�■ W(?) RODS GOVT. pq I I IGi��° I I I I I I I I GONG.STET'S I I I = I I NOTE: LL I L „ I „ I I ■ I I ALL INTERIOR BEARING --- 1 �p 12 I2 I I 13-5 I 1 I I ' T11 11 I1 _ 1 I I ' - FOR>�En 8:_2n �� I tr Q r-= •• FOOTINGS TO BE COORDINATED 1 1 LL_J 1 1 1 I _ STEPS IPOWATM 1�= I b h v'A I 1- 1 W/ iRllSS DESIGNER I I �-- _ I i I I I 1 I I I I I I 1' 4* 1 1)THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROJI5CT SAFETY 2'SLOPE I UTRDER THE REa REhENTS OF 051iA. V i------- r I I I Q 2)ALL WORK%HALL BE M STRICT COMPLIANCE WITH TTE 2010 m }- I I I PROVIDE CONDUIT I y1R I I FLORIDA BUILDING GORE,RISIDENTIAL,AND COUTTTY I I I 1 I TO ISLANDS SUPPLY R I I I I I \%III ---- c`1 1 I r1 Q BUILDING DEPARTTENT. 11--J I I II I I I I n 5)STRIP TOPSOIL,TREE5,STUMPS,RO0T50TG.FROM ALL AREAS I OPTIONAL 1 SLOPE I I I I I FI , I�I I `11 A HU. I 4 n I+ERE CONSTRUCTION WILL OCCUR IMS NOTED Q 4)WHILE KNOWN UTILITIES ARE SHIOWN,THE GONTTIWTOR I I I I I 1 1 1 D. 11 7 T�"---- ' I OTHERWISE. I I I I I II 11 �� I I L-t I I 42'-10' 11 I I I I I 3'-I I 22,--I„ I SHIAILJ.EXER:'.I%E CAUTION WITH EARTH�4VORK AS UNMARKF� I , ----=---------=---- --I- - `=--------------I r----------------� F-----�. -- \I ❑ L--- --------------- --� - ---------------� I I r--------------- I 16Aae ANGE I � F5--=�i I _/ I 1 5)ALL UTILITIES WALL BE ATDCLEARLYMA� / = I I I I I I I I W/ �D I I I 11 1 /I 1 = I PRIOR TO ANY WORK L �- -- I I I I _-- ' _ L L--------I------1------- ----- f=----- 1 /11 0 -�' ' 1 F Q 6)FILL L BE FIRMLY wwAGTED,GLzmSAW / -- THICKENED F7119. -- ---------------- ----- UNDERFIREPLJICE I - er ---- , I I I I r ---------L==== ------- --- (SEE ETf6R,DWPf) I 1 I - --J I I = I r-------- J �� Al MATERIAL FREE OF ROOTS,ORSANIG MATTER OR OTHER rj7,44� K&-NH/BY I A +ti I '- ---� I N - I \� I I I ` ------ --- -I----------��- - ----------------I I q 1 §F 9)FILL SHALL BE PLAC®M 12'LOOSE LIFTS COMPACTED TO I I 4 p I gSAS MODIFIED PROCTOR DENSITY AT OPTIMUM MOISTURE W' I ■ L ______ __ I ( am - i' 4'*PVC CHA6E FOR A/C I FACE OF PORCH STE I ALL 1 1 W"" ,N r I I 100 CONTENT AS DETERMITIED BY ASTM O-I557�THIOD'A' . Q `•� `Q I I 1 ` 1 I 1 1} -, a) INTERIOR BEARING LOCATIONS SHm D BE GoDRDINATED BRICK VENEER Q I I\�I'U I /' I I I I I o WITH TRUSS MANUFACTURER D 4/13/15 a. 4 GONG.SLAB 1 I -------------J 1 = J(IP DE IL TREATMENT AM VAPOR BARRIERS AT ALL SLABS S�� L--- ---- ----- -� 1 AG.GOND. I 9l4 L---------- ------------ ------———— 1 Q SCALE. I/4::=11-0 L ------------------------------------ ---------------- � .JOB NJT�R, ((Qn�/. cKe�D EDGE 3088 �I) RODS Will. ■ B O� `O F 0 U N D A T 1 0 N L A AlIL " 50ALE: 1/4"=I'-O" v TI_-TI: 5:-01: b 5'-4■ 1T-b° VILG2��y 0440 NO: 91 11 S 5� `0� 2'-0" 13'-3■ ----- 18-II 251✓■ Z11-011 _ 5'-0° aq'-,�■ G �ss� P OF P.T.2x8 GAP GOVT. -- PRS-Q�161i WOOD R-20 INSULATION ROOF'RUSSES S 12 (NO VENTILATION REQUIRED) � 61/4'HARDIEFLANK PT.2xb SOLE PLATE W/PLATE TO STUD R-20 VYFETE INSULATION 12 g LAP SIDING STRAP O( )'OL.,V2'OxIO'ANCHOR ?;'.,` 8 (OPEN-GSJL) BOLTS 0 32'OL.W/2x2x1/b'WASHER °- k (NO VENTILATION(MIRED) ENSINEEFW HOOD MIN.2 PER BOARD.ON SOLE SEALER 61/4'HARDIE'LANK LAP SIDING o/ ROOF P.T.6x6 POST �■ >;;' ::.... =,:=r`,,. STANDING SEAM Nq:fAL ROOF o/ TYVEC VAPOR BARRLE R o1 - PT.IX4 N AILERS,0 12'OL.(MA)()o/ "" .' STANDING SEAM METAL ROOF o/ F .:.::. � P.T.2x4 NAILER 4'GONG.SLAB W/FIBER MESH 1/2'COX PLYWOOD SHEAT'HIN6 _<=''x 0 Aw / �` PT.1x4 HAILERS O 12 Of,. o APPLIED TO POST W/b MIL VAPOR BARRIER OVER /� ;_ X30 ROOF FELT ON 5/8 COX PLYWOOD - (SEE ENG.FOR NIIULING PATTERN =IF SHFATHIN6 r+/PLYGLIPS r•,. �►30 ROOF FELT ON 5/8'COX PLYWOOD , GLEAN MI TAMPED TERMITE ` ;< 2'-0" r � SFEATHIN5 W PLYGLIPS PRE-ENS NEEFW WOOD TREATED FILL =r:;'?µ< ^; t 21-011 ROOF TF4 55M �: s:.: ;=. 12 8■ WEEP SCREED ON. �a; -`-s.: PLAN V @^l FINISHED SLAB _ T.'.. ON. 45 REBAFt CONT. �:, �.4 SCAB RAFTER TAIL ONTO TRU.S »_�' R-20 IGYt�INSULATION � : �'1` SCABDEC.RAFTER TAIL ONTO TRUSS 6 (OFEN-CELL) e #4 REBA R GONE. �`.,, �_ '< : � � g MET STRAPPING a EA -- ;'-,<, (NO V0MLAnON REQUIRED) � �� ti. BF.1 RN&POINT : 4:=-`s. MET STRAPPING 0 EA. w:..'aY:::.- STANDING $ li,. :. '. BEARING POINT SEAM METAL ROOF o/ g �� I I rL EN�/1� •r;?:::>;�' ■ - Pf. 1X4 HAILERS a 12 OL. o SIZE TYPE BY ENIGGR. ■ b - �IWVI - TONS FEL 6 CAX PLYWOOD i P.T.2x8 GAP GOVT. (� x ;a-. FIN.GRADE ..:. :"-- =� � :.�„ •�.. K<:a. i• - �r"�. .::k�:.. .�FEATHIN6 W/PLYGI.IPS p P.T. (N6 DRAINAGE ��: 2x6 BLOCKINS - 2-O - p. :�`,,`�;��-� • P.T.2x6 BLOGKINI6 =:.�.a=•'�;-=:,, -I I I I ILII .. a O.H. .p -----II'-q'VS'PLATE III IIIIIII I :w - SCABDEC.RAFTER TAIL ONTO TRIM +hc. 3's ■ ■ MET 5 8 V4 HARDIEPLANK TRAPPING o EA. 11+{..:.µ X::: ■ _ IrY'..::".;. LAP SIDING BD. BEARINd6 POINT - >s•;_r :a I' I s�:»;>;: NUM LAVE DRIP 51ZE AL.UMI TYPE BY EN6R Y BARRI w=,. APOR MINIMUM b MILL ALUMINUM EAVE DRIP i 1 1 I Ix2.T5 TRE:X W. P.T.2x4 NAII}3R (� .`.°n _ APPLIED TO P05T - COMPACT®FILL 2x6 TOP PLATE (Ixb TREX W.RIPPED r' .x• 3 1x2:15 TRE:X BD. `�'``"•(b&TF P.T.2xb BLOCKING :=,,' ``' (Ixb TREX BD.RLPPED IN HALF ti Q ) P.T.bxb POST 6'CMU STEMWALL W/ 11_8u (3)05 REBAR IN HALF) ALL.GE315 GONG.FILLED �.::4� � R-Iq N91ATION 2xb EXPOSED RAFTER 2Xb DF05M RAFTER o 'z! TAIL 02 YELLOW PINE TAIL*2 YELLOW PINE c'*? LO JQWCH OUT 3/4'FOR 7`46 KNOTGH OUT 3/4'FOR T46 M o H 4'G01VG.SLAB W/FIBER MESH RECE55ED 5HOJ�ER DETAIL 5/8'GYP.BD. Ixb T46 BTWN.EACH RAFTER TAIL 5/8'GYP.BD. � c W(b„MIyL�VAPOR BARRIt t OVER Ixb T46 BTWH•EAC!RAFTER TAIL ALUMINUM EAVE DRIP � r- E� GTREATL37 FIUAMPED T13�MITE � cj(il ..�: 3/4" = I'-�" ��-IxGt 15 TREx BD. 5/4 5.5 NIGHIHA TRIM FRIEZE BD. (2)2xb TOP PLATE 5/4 5.5 NICHIHA TRIM FRIEZE BD. (2)2xb TOP PLATE Qx6 TREX BD.RIPPED � d' IN HALF) ::Ri'':' --n:Fr•-....i::i :: :: is is:i ';:a ::"::"'"'y' "':: ..... .yam..:,........................ .<'........... ::::........ 2X6 EXPOS RAFTER �.,.:......... R-1q INSUATIONI R-14 INSULATION TAIL 42 YFJ1rOW PINE * I I 4 VAPOR BA�9R- `' ': ' KNOTGH OUT 3/4'FOR T46 x w MMIMIM b MILL a 1x6 T46 STHK EACH RAFTER TAIL GOWAGTEDFILL- 61/4'HARDIEPL.ANrIG LAP SIDING o/ 04 III I I I I I In'GYP.BOARD TY cD TM1NG 2x6 STUDS o Ib'OL. 5/4 SS NICFNHA TRIM FRIEZE W. T/2YVL3C VAPOR BARRIER o/ 811 N y5 REBAdR DONT. 2xb STUDS,O 16'OL. (SEE, ENS.FOR NAILIN�6 PATTERN1/2 ". R Iq INSULATION InGYP.BOARD , R-Iq INSULATION R-1q INSULATION 61/4 LAP VDIN6 o/ Z' TYPICAL 5ECTION @ _ 6ALV.METAL STRAP SECURE TO 8 V4'HARDIEPLANK LAP SIDING o/ In'EK VAPOR BARRIER ASHEATHNG S R�IICE COURT FT.2x6 SOLE PLATE W/PLATE TO STUD PLATE 4 STUDS.(am 4 SPACING .. fT EXPOSURE _ A5 REQUIRED) TNM VAPOR BARRIER o/ -1dJ 40 (SEE ENG.FOR NAILING PAT EI% 1--1 STRAP a( J'OL,In'4�c10'ANCHOR wE�� V2'OSB.PLYWOOD SHEATHING In'GYP.BOARD SCALE: 3/4" = P-0' BOLTS 0 32'OL.W/2<2x1/6'WASHER (SEE ENS.FOR NAILING PATTERN In'6YP.BOARD MIN.2 PER BOARD.ON SOLE SEALER 45 GOVT W z ::<::><2:»> 3/4'T46 PLYWOOD FLOOR 2xb STUDS a 161 O.C. 2x6 STUDS O 16'OL. ;:<<>x> <; : .. > : >: :, 15L OPE - (GLUED 4 SCREWED) 61/4'K401 ILW LAP SLDIN6 o/ n H .::........ <.:.:_. TYYEiC VAPOR BARRIE9R o/ a OSB.PLYWOOD SHEATHING 1�2 = h :::a4>:::;:r.;;;�?:«<::+'«<>::<e:i?%":e«:<.:•::: (`.�ENG.FOR NAILING PATTERN ` ! ;i+t•::,`i+t{i}ii:i4}irii v+d;i}w:iiii!!ii:;i:dc' _ R-1q INSULATION 1 R Iq INSUL.ATOON, II i l-III III I I III III-III III _ cQ 20'EN6R TRUSSES, �� -III III I- I I- II-I e 24'OL. PT.2x6 SOLE PLATE W,PLATE TO STUD PT.2x6 SOLE PLATE W/PLATE TO STUD p STRAP O( )'OL,V2'4hc10'ANCHOR eo 0 32 OZ. 21/6'WASHER o 0 - I I Liki, BOLTS O 32'OL.W/2)(2x1/6'WA&IERMIN.2 PER BOARD.ON SOLE SEALER MIN.2 PER BOARD.ON SOLE SEALER4 CO10.SLAB W/FIBER MESH 11 1 I I m W/6 MIL VAPOR BARRIER OVER VAPOR BARRIER CLEAN Wal.TAMPED TERMITE 11-0' 6° MINIMUM 6 MILL 4'CONG.SLAB W/FIBER MESH Fz-1 TREATED FILL 4/4 55 MCHNHA BAND BD. W/6 MIL VAPOR BARRIER OVER .00 m (3)X15 REBAR DONT. I'-6" COMPACTED FILL CLEAN HELL.TAMPED TERMITE 4/4 55 NIGHIHA BAND�. ,, .54 5/e'6YP.BD. R133� WHEW SCREED TREATED FILL. R y�5G1� CONT. CONT• a o + TOP OF SLAB($. 100'-O') FINISH®SLAB TOP OF SLAB()=L. 10 O`_ FINISHED SLAB r El/TRIOR : : :::::. cd ........ f:•i[.?>:::i:-:::55^oi:�C[�'I .:::::::. . , AT GO\I. FORGE _ x 4 GONG.SLAB W/FIBER MESE{ PAPBE COAT (2)2xb TOP PLATE p W/6 MIL VAPOR BARRIER OVER ;'.>:1':': _ = DAMP-PROOFED x :� CLEAN WELL TAMPED TERMITE ;:,LY<; SCALE: 3/411 = I1_Uu "=' = w/LATEX FAINT Q + � TR�ATEDFHLL � } FTN.GRADE IIT FIN.GRADE DRAINAGE Fltl ........... - I-6 RBGES6 U 6 V4 HARDI�1.ANtlG LAP 5LD1N� a/ SLAPS COMPACTED FILL tr EXPOSURE-) 4'CONG.SLAB W/6)(6x10/10 W.W.M. TYVEG VAPOR BARRIER o/ �'� I-I I ( 1 I I-I >'::::t. • .:x:<: W/6 MIL VAPOR BARRIER OVER 1/2'058.PLYW00D SFIEATtiNI6 -8'GMUI- In .JOINT . , ENG.FOR NAJI-IN6 PATTERN) - ,•Erow,aL,L I III : :..>:. ;.: :>;::::::-:<:• I I I I I I-III ' . GLEAN YELL TAMPED TERMITE I . «::......: 0 I III III r TREATED FILL <.a:.::;:.. - #4VERT. .:::..::::•:::<,.>.': <.>::»:«;>:::;>..:.:::::::..:: DOWEL.a 48 ::�<::::::-:. "T YI.1\1.DV7a.i.a 4V �::.�v�.:.:::::::..:.:';` .a II ■ - b :;:;;::;i::i:=":::::::::::::..:::.: :^222:%�:2;.'2%`::::.......... :22:2:): ... - ._........... ::::.: I I ( i-I O.G.W/MINL IbNtD l III N � -OL.W/MIN. I6'�- - ■ :.:;:: :�::>::: :::>'' T _AT TOP 4 MIK 8 f - STUDS a Ib OL. AT OP 4 MM.8 L� : :: :::::::::; :: :�. III- +�+�II� '' IIS : • .. a I i I- - --1d� I I-o BOTTOM- III- :: :::::::.:�':.:;.::r:::�:<:::o:;>;r::::;.:::::::.;:;;.:::::.::. I-10 eortohi - - - n c{ _ 0 K^> z ; In'6YP.BOARD H'-611 (2J 05 NEAR R Iq INSULATION TYF. GA�C-� 5TOMT ..- TYp. ONE EA*--*�RIO EAT�RIOR KALL 11-_/'Iu ('� RL33M GOVT. 5 J�L E: 3/411 11_OI! G/' J�1 >_� 3/411 _ I 1_011 VAPOR BARRIER �/ JlJl�1.L J1Jl'V-L MINIMUM 6 MILL COMPACTED FILL a rF PT.2x6 SOLE PLATE W/PLATE TO 5 In'GYP.BOARD BRICK VENEER W/6ALY.MET. ' TURN DOIw'� @ /� A R/+E DOOR STRAP o( )'OL.,WOW' 22 6A WALL TIES o ib'O.C. . V !/j �;/)►"� (� BOLTS s 32'OL.NV 2x2x1/8' 2x6 STUDS 0 Ib'OL. VERT..AND 32'OL.HORIZ. a� 2x6 5'ND5 0 161 OL. >at� MIN.2 PFR BOARD.ON SOLE SEALEF SCALE: 3/4' = I'-0' 4/4 5.5 NIGffIHA BANm BD. 4'CONC.SLAB W/FIBER MESH R-1q BATTEN INSULATION 'rYVE I('VAPOR BAF49ER 4'CONC.SLAB W/FIBER MESH W/6 MIL VAPOR BARRIER OVER WEEP SGRETD OVER I/2'STRUGT.SHEATHING W/6 MIL VAPOR BARRIER OVER GLEAN WELLTAMPED FILL FT.2xb SOLE PLATE W/PLATE TO (SEE ENG.FOR NAILING PATTERN 1/2'6YP.BOARD GLEAN HELL TAMPED TERMITE FINISHED SLAB 5TRAP 0( p OL.,In'^xIO'ANCHOR TREATED FILL BOLTS 0 32'O.C.W/2x2x1/8'WASHER 1'AIR SPACE MAIN ' MINL 2 PER BOARD.ON SOLE SEALER CONT.FLASHING W/WEE? x a:::>'>2;::>.::2:<::::::•;:<;2;:,::;,.;'2i.. ............... ....... Ii0lt5 0 32 OL.MAX ... . . .. _ ........�.. ........:....,..... .:..................:..�....:. ..::::..::. :: 4 GONIG.SLAB FIBER .wi..,w...•e•.'i•�.w•,>i•r!lvr...vw.•w�.!•Irr.•,�,•,.w•.r..,�.,�..,�•.wn,ew;r.ye�•.d�lw. ...,.... .. ........ - :..,.i............................... .................:........;............K...... .... .. 6ROU7 AIR SPADE BELOW FLASFiIN16 (OPi3l-CELL) 1tSIJlATON ;..>..>:::�>:»:;:<:>::..i..:�>;;.::::'-::;:..4;:;:i:ilii:.,.;".:i:<.:::>::i::.::::::.::;;.:.:;.;:;':.;>:< `. . �REBAR DON'T. W/6 MIL VAPOR BARRIER OVER 1A i` _ CLEAN WELL TAMPED TERMITE NO VWLATION rCrARLD) �, , , , »> PARSE GOAT�AIPWTREATED FILL FINUSFED SLAB III I I-) I-III-I I LK L 111 I MIINIMJMt 6 MILL I I I {> Dt LA - - _ - •,; . ROOF Ti�1J56E5 I I ,.. Q ..�........................................................... q::::::...:............ ,...._...,_..a,....._x..:.. - - . _ I I III-III ::� �y�«::;:..;:... ; may. _ III 5 I7RAINUI6E STANDING SEAM METAL`ROOF o/ III CONT. T 4 PT.1x4 NAlLERS 012'OL.11,M o/ _COMPACTED FI `: 1: - _ _-III-III _ TON 5 8'COX - I I-VAPOR BARER I II I - FINSFED GRADEI-�I III III-I I ROOF FB. /, PLYWOOD I I I I I ( I I I I III I I ( MINIMUM b MLL_ .. VAPOR_BARRL� I I - SFEATFNNi6 w/PLYGI.ii'S a 2•;:<.:::: :;. ::.:.,:..a:::•::.._:::::.•..,::::.:::,:.,.::.. MINIMUM 6 ML _ 5:$ >x«::�x;aa-:r.;;o; :;�:.::.;::.:.>::'::�:; -to i:'±'ii .......... _Sr.:��.:o->:.::;.:ii:i:..:�<•>'`• 1 ■ COMPACTED FILL � (...:..:::�:::.,..:.. . ■ TLDFILL ;.::::.,.::...�:::::::...:_... ..•...,,.:::::....:. 0 -_ � � • - � Lu RAKE .:::::: I I :::s: � :.;::;:::a::-::.::;;-::.:::; ::- - I I - = I I1 I I=1 = 6'GMU STEAL, - - - - -III-IIIIII- I I :` :Asa : ALL Q I (3)45 REBAtR - I `°: :°;::': 4;:.i::: � Gi3J5 GONC.EUCLID 4;22«>:::>^:: <: (3)X15 RET3AR GONR. I I I-I 1 I-I I I-I o >:: �; ..:, e 11-all bQ.'f5 TfiFaC SID. (fxb TRE)(BD.RIPPED a IN HALF) _ K 1.1 FY 1 2x6 FA5G1A BOARD T�' '. TP40 STORY rr G _ Yh G/ 611 (��5 REr3AR CONT. 5L � r OUTRIGGER ) 1 ■ 2x6 EXQO�.� _ _ EX"TERIORKkL1 8 Typ. DINVP _ �. 02 YELLOW PINE - *IOTGH OUT We FOR T46 SCALE: 3/4' = I'-0' DE TAIL (UNLr:= _ V fxb T46 STWN.EACH RAFTER TAIL � _= rK TYP. K6,LL S GTION OTHR�l15E NOTED.) - 2x6 BLOCKIN S II } ± @ BRICK �-� SCALE: 3/4 8�V4'HARDII�'LANAC LAE'SIDING o/ In'DIA x't''KKK BOLTS'MIN. IMBED 2 3 ' n EXPOS: ) W/ /4 32 OL. ` IT�IYYHC VALOR BARRIER o/ 4 GONG.51.A8 hV FI MESH SCALE: 3/4" = I'-0' (SEE, W O 51EAT PATTERN GW 6 MIL VAPOR LEAN TANS � O INTERIM SHEAR WADS. - TREATED FILL (2)M5 REBiVR GOVT.(ONE STORY) ■ � � (3)#5 RB3AR DONT.(TWO STORY) L ::4 a DRr+INN L81' .e::i�.iit?�ti�f i>eeit;;•.'eeiti::.. •.:7"::.......... ..•■K..........`�T.'. INV H Y I E, ....... ii':��:.,ei:;:::•ii.+'•ii:•ii:....v... .::-::e:�::::-::i:::,�::-;".,:,:i;..;?:::.�ii:::v.:.... -4.:�v.�:..... ... RAKE VE--TA I L ckr:c IOL E 1 SCALE: 5/4 1 HALL ! 5ECT I ON5 III I I I I I-I I I T=1 11 I I NOTE: 50�i I/4 YAPORBARRIER 1 11 �INEERS STRZTMAL GRIT RIA (ONE STORY) MAY OVERRIDE c5HOM DETAILS. 5�� .Loa ■ 3088 MINIMUM 6 MILL O� COMPAIGTED F1LL 11-8" FOR STRUGTIJRAL AN17 5 '(� ��♦ I TR1��1'INC� (TWD STORY) IN��TION, REFER TO EN&INEERIN6 c� ,Zo'` I�J�I6 ND: I GAL. uLARI NO KkL �• S FOS �6 II _ O� SIO Q�♦� ': - i SCALE: 3/4 - 11-011 � Cj Sgv P or BARREL GONG. ROOF TILE o/ P.T. FURRING STRIPS o/ MINERAL TYPICAL EXTERIOR FINISH SURFACE MODIFIED BITUMEN, 120 SEE REI THICK, w/REINFORCEMENT, OVER, CHANNEL. FLASHING TYPICAL EXTERIOR FINISHELEV EXTERIOR WALL SHEATHING 'S REINFORCEMENT, EDGES AND PENETRATIONS TO BE SEALED UNDER BUILDING PAPER4 BUILDING LATH K/ PLASTIC, GEMENT OVER FACE OF SHEATH[ 30# FELT ON 5/8 STRUCTURAL (WRB) WEATHER RESISTANT BARRIER SHEATHING GOVT. PT 1x4 KICK-OUT .SII at �� BARREL GONG. ROOF TILE o/ P.T. 6.1. Z BAR FL.ASHI ?' FURRING STRIPS o/ MINERAL INSTALLED PRIOR D 5x5 FLASFfIN6 w/KICK-OUT g Is METAL VALLEY SURFACE MODIFIED BITUMEN, 120 METAL LA6�rH SCE � UNDER PAPER B TO SHED WATER AWAY FROM HOUSE FLASHING % MM. THICK, w/ FIBERSLASS 2" g � \. REINFORCEMENT, WiSe5 AND (WRB) OVERLAPS THE 5x5 F1.ASHIN6 1 PENETRATIONS TO BE SEALED GOVT. PT 1 4 >. H6T. PER SPEC. 1 w/ PLASTIC GEMENT OVER -- ROOF SHEATHING 80# FELT ON 5/8 STRUCTURAL SHEATHING METAL FLASHIN& i \\ INSTALLED ON TopI OF ROOF FELT 4 1 PRIOR TO TILES FASCIA [ ICE 4 6" WIDE CONT. ROLL WATER SHIELD FLASHING NAILED HOLD BACK FASCIA To SIDE OF Ix4 4 BARREL GONG. ROOF TILE o/ P.T. AND DRIP EDGE 2° STRIP FLASHING FACE OF ROOF FURRING STRIPS o/ MINERAL FROM FACE OF WALL _�� METAL DRIP EDSE SHEATHING INSTALLED SURFACE MODIFIED BITUMEN, 120 / PRIOR TO ROOF MM. THICK, w/ FIB LA55 OUTSIDE FACE OF c FELT 4 SHINSLES PENETRATIONS T�O SEALED EXTERIOR WALL o w/ PLASTIC GEMENT OVER o I--I 30# FELT ON 515 STRUCTURAL SHEATHING EXTERIOR FINISH 1 U1 c� v PER PLAN FASCIA Cte �'ALLF.Y FLA5HINO 51 DE NALL FLA5HINO HEAD NALL 2:: �_ :: _ �: PA TO WAL F � �''� SCALE: 3 - I -O (ROOF SLOPE PARALLEL L.) SCALE: 3" = I'-O" (ROOF SLOPE MEETS WALL) OUTSIDE FACE OF EXTERIOR WALL • a o • rx KICK—OUT FLASH I I O SCALE: NTS Z APPROVED TREMCO SEALANT AT ALL 5" LOCATIONS H DETAIL GOAT OF VULKEM 35ONF-R MEMBRANE AT 60 MILS, ON ENTIRE CURB SURFACE AND RUN DOWN �� ONTO HORIZONTAL DECK VULKEM 351, g5ONF OR 4151 NF TOP GOAT ( I ) DRIP EDGE FLASHINS: w �� A DRIP EDGE SHALL BE PROVIDED AT EAVES AND GABLES OF TILED VULKEM 351, g5ONF OR 4151 NF TOP GOA VULKEM 35ONF OR 56ONF BASE COAT ROOFS, AND SHALL OVERLAP A MINIMUM OF 3 INCHES (76 mm). SAVE 8 VULKEM 350NF OR 56ONF BASE GOAT D'r✓MERIG 240FG OR ALUMINUM FASCIA - MECHANICALLY' DRIP EXTEND BACK ON 5 N OEXTEND INCH (13 THE ROOF FOR A MINIMUM NI BELOW THE SHEATHING,AND APPROVED TREMCO FASTENED FLUSH TO HARDIE BAG BOARD OF 2 INCHES ($I mm). THE 1/4" HARDIE BACKER BOARD all ANT CANT BEAD AND PLYWOOD DRIP EDGE SHALL. BE MECHANICALLY FASTENED A MAXIMUM OF 6 (152 3/4" EXTERIOR GRADE 'PLYWOOD (INSTALLED A-SIDF UP AND MUST BE 1/4" HARDIE BACKER BOARD o/ INCHES O.G. THE DRIP EDGE AT EAVES SHALL UM INSTALLED OVER THE UNDERL:4YMENT. THERE SHALL BE A MINIMUM 4 INCH (102 mm) RING-SHANK /SGREPED INTO PLACE) :: 3/4" EXTERIOR GRADE PLYWOOD WIDTH OF ROOF GEMENT INSTALLED OVER THE DRIP EDGE FLANSE. RN STALL NKA SIM UP�O MUST _ WHERE THE BASIC WIND SPEED PER FIGURE R301.2(4) 15 110 mph (1-11 km/h) OR GREATER OR THE MEAN ROOF HEIGHT EXCEEDS 33 T (10 cQ (NOTEVULK�WDODM�ACES MUST BE PRIMED WITH 058 mm), DRIP ED6E5 SHALL BE MECHANICALLY FA5TNED A MAXIMUM �� OF 4 INCHES (102 mm) ON CENTER (NOTE: WOOD sLwAGI^5 MUST BE PRIMED WITH r DYMERIC 24OF0 OR APPROVED TREMCO VULKEM PRIMER *1'71) INSTALL A MINIMUM 6" WIDE ANTI-PONDING METAL FLASHING TO c o `J SEALANT CANT BEAD- 1" WIDTH ENSURE POSITIVE DRAINAGE OVER FASGIA/STARTER STRIP. NAIL 7g r p+ as OPTIONAL: DUALFLEX OR CLOTH APE- TOP EDGE OF FLANGE ONTO ROOF. � L.AYMENT SHALL BE INSS TALLE I/4" BACKER RDD EMBEDDED IN VULKEM 35ONF OR - -b 4 1 Z 56ONF DETAIL GOAT THE UNDERLAYMENT SHALL CONFORM WITH ASTM D 226, TYPE 1 0 NOTE: VULKEM 415ONF MAY BE USED AS TOPCOAT IN AREAS WITH NO U.V. DYME-RIG 24OFG OR APPROV`W GO OR TYPE 11, OR ASTM 486TYPE I E TYPE 11. THE UNDER ED IN KATETYPE FASHION, SEALANT CANT BEAD- I" WIDTH STARTING WITH THE EAVE EDGE AND ROLLED HORIZONTALLY. to I!4" BACKER ROD UNDERLAYMENT SHALL OVERLAP A MIMIMUM OF (Iq) INCHES AND tea VULKEM TY�'1 GAL DOOR 5 I LL DETAIL BE MECHANICALLY FASTENED AT (36) INCHES O.G. MAXIMUM. c FROM TREMCO SEALANTS DRAWING NUMBER DC-28 NOTE: VULKEMg50NF MAY BE USED AS TOPCOAT IN AREAS WITH NO U.V. w ? VALLEY FLASHING: VULKEM TYP I GAL EVOE DETAIL- 1 �:� VALLEY LININGS SHALL. BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, BEFORE APPLYING FROM TREMCO SEALANTS DRAWING NUMBER k TILES. VALLEY LININGS OF THE FOLLOWING TYPES SHALL BE \ PERMITTED: \ L FOR CLOSED VALLEYS: INSTALL PREFORMED CLOSED VALLEY METAL EITHER A MINIMUM WIDTH OF 16- (24" STRETCH OUT) WITH A MINIMUM 2 1/211. HIGH CENTER DIVERTER AND A MINIMUM In METAL EDGE RETURNS OR A RIBBED DESIGN WITH I" CENTER DIVERTER, A MINIMUM (4) 3/8" RIBS SPACED 3 _ 1/2" WITH 3 3/4" FLANGE. LAP JOINTS A MINIMUM 6" AND APPLY A COATING OR SEPARATOR SHEET. VULKEM 351, g5ONF OR 4151 NF TOP GOAT O 2. FOR OPEN VALLEYS: INSTALL PREFORMED OPEN VALLEY WITH A ' VULKEM 35ONF OR 56ONF BASE GOAT MINIMUM OF 16" (24" 5TRETCH OUT) WITH A MINIMUM I" HIGH TWIN OCENTER DIVERTER AND A MINIMUM I" METAL EDGE RETURNS. LAP I/4" HARDIE BACKER BOARD all DUALFLEX EMBEDDED IN BASE WAcr O JOINTS A MINIMUM 6" AND APPLY A COATING OR SEPARATOR SHEET. 3/4" EXTERIOR GRADE PLYWOOD (INSTALLED ASIDE UP AND MUST BE VULKEM 351, 115ONF OR 1151 NF TOP AT 5 RING-SHANK/SCREWED INTO PLACE) 3. WHEN U51N6 VALLEY METAL WITH RETURN5: A. SECURE WITH CLIPS ALUMINUM FASCIA - MEGH�4NIGALLY FABRICATED FROM SIMILAR OR COMPATIBLE MATERIAL. CLIP 1" METAL >i FASTENED FLUSH TO HARDIE BACKER ARD EDGE RETURNS TO BATTEN STRIP WITH ROOFING NAIL THROU6FI METAL STRAP. AND PLYWOOD DETAIL STRIP OF VULKEM 55ON 1116" THICK JOINT F11 I w/ B. TRIM METAL AT ALL VALLEY RIDGE .JUNCTIONS, EN5URING WATER OR VULKEMTREMGO APPROVED SEALANT I/4" HARDIE BACKER BOARD SHEDDING CAPABILITIES ONTO THE VALLEY. o/ G. INSTALL LEAD SOAKER AT ALL VAL1JrY/RIDGE JUNCTIONS. TURN OPTIONAL (REINFORCED w/ DUALFLEX 3/4" EXTERIOR GRADE PLYWOOD OR CLOTH TAPE OR FIBERSLA56 TAPE) (INSTALLED A-SIDE UP AND MUST BE RING-SHANK /SGREY4D INTO PLACE - LEAD UP A MINIMUM OF I" TO CREATE A WATER DIVERTER,ENSURING NOTE: VULKEM 4150NF MAY BE USED AS TOPCOAT IN AREAS WITH NO U.V. WATER SHEDDING CAPABILITIES ONTO THE VALLEY. (NOTE: WOOD SURFACES MUST BE [MED WITH O D. OUTER EDGE OF THE VALLEY METAL SHALL OVERLAP DECK FLANGE TY 'I GSL JOINT DETAIL. EX DRIP EDGE A MINIMUM OF I". CENTER OF VALLEY FLASHING SHALL VULKEM WLKEM PRIMER #1"11) EXTEND A MINIMUM OF 2" BEYOND DRIP EDGE. ................................................................. VULKEM 351, 415ONF OR q51 NF TOP GOAT OPTIONAL: DUALFLEX OR CLOTH APE- / EMBEDDED IN VULKEM 350NF OR ( 3 ) RIDGE FLASHING= 56ONF DETAIL GOAT \� THE UNDERLAYMENT SHALL BE INSTALLED IN WATER-SHEDIN6 DYMERIG 240F0 OR APPROVED GO FASHION. THE LAST LAYER APPLIED AT THE RIDGE SHALL BE SEALANT CANT BEAD- I" WIDTH FOLDED OVER THE RIDSE AND MECHANICALLY FASTENED, AT (36) O.G. MAXIMUM TO THE OPPOSING SIDE OF THE ROOF. 1/4" BACKER ROD REPEAT THE PROCEDURE FOR THE OPP051m SIDE OF THE ROOF. WHEN COMPLETED,THERE WILL BE TWO LAYERS OF NOTE: VULKEM g5ONF MAY BE USED AS TOPCOAT IN AREAS WITH NO U.V. O I /''\ UNDERL.f4YM�NT OVERLAPPING THE RIDGE. ( 4 ) HIP FLASHINS: VULKEMTYP I GAL EPOE DETAIL-2 `J THE UNDERLAYMENT SHALL BE INSTALLED IN WATER-SHEDIN6 t FASHION. AT THE HIP LINE, FOLD THE UNDERLAYMENT OVER FROM TREMGO SEALANTS DRAWING 1�JMBER 8 THE HIP AND MECHANICALLY FASTEN, AT (36) [NICHES O.G. \ / MAXIMUM TO THE OPPOSING 51DE OF THE ROOF. REPEAT THE PROCEDURE FOR THE OPPOSING SIDE OF THE ROOF. WHENLu COMPLETED, THERE WILL BE TWO LAYERS OF UNDERLAYMENT Lu OVERLAPPINS THE HIP. OCRICKETS AND SADDLES FLASHING: O A CRICKET OR SADDLE SHALL BE INSTALLED ON THE RIDGE SIDE OF ANY CHIMNEY GREATER THAN (30) INCHES (762 mm) METAL POST WIDE. CRICKET OR SADDLE GOVERIN6S SHALL BE SHEET IUL EM 551, g5ONF, OR 4151 PRIME w/TREMPRIME METAL OR OF THE SAME MATERIAL AS THE Roof- COVERING.. ■ , NDN-POROUS' PRIMER 3 THE RIDSE AND VALLEY FLASHING OF CRICKET'S OR SADDLES V v SHALL BE THE SAME A5 THE RIDGE AND VALLEY FLASHINS ON VULKEM 3501 -R OR 360 NF DYMERIG 240170 OR APPROVED THE MAIN ROOF. X DETAIL GOAT TREMCO SEALANT CANT BEAD PIPE 6 BASE AND C.O M!RFLASHIN6: _ VULKEM 345 OR g5ONF —PRIME w/TREMPRIME INTERMEDIATE GOAT NON-POROUS PRIMER BASE AND COUNTER FLA5HINS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION NOTE: VULKEM g5ONF MAY BE USED AS TOPCOAT IN AREAS WITH NO U.Y. VULKEM 350NF-�R OR 360NF DYMERIG 240FG OR APPROVED INSTRUCTIONS, OR A CONTINUOUS METAL MINIMUM 4 INCH BY 4 BASE GOAT TREMCO SEALANT CANT BEAD INCH "L" FLASHING SHALL BE SET IN APPROVED FLASHING —� GEMENT AND SET FLUSH TO THE BASE OF THE WALL,AND OVER �--VULKEM 350NF-R OR 56ONF VULKEM 346 OR 4151 NF TOP GOAT THE UNDERLAYMENT. BOTH HORIZONTAL AND VERTICAL METAL VULKEM TYP. TREATMENT OF METAL F05T5 DETAIL GOAT FLANSFS SHALL BE FASTENED b INCHES (152 mrr) ON CENTER WITH O r= FROM TREMGO SEALANTS DRAWING NUMBER DG-II APPROVED FASTENERS. ALL LAPS SHALL BE A MINIMUM OF 4 INCHES (102 mm), FULLY SEALED IN APPROVED FLASHING GEMENT. FLASHINS SHALL START AT THE LOWER PORTION OF THE ROOF TO ` ENSURE WATER-SHEDING CAPABILITIES OF ALL METAL LAPS. V THE ENTIRE EDSE OF THE HORIZONTAL FLANGE SHALL BE SEALED,COVERING ALL NAIL PENETRATIONS WITH APPROVED m FLASHING GEMENT AND MEMBRANE. SHINGLES SHALL. OVERLAP THE HORIZONTAL FLANSE, AND SHALL BE SET IN APPROVED NOTE: VULKEM g50NF MAY BE USED AS WIRCOAT IN AREAS WITH NO U.Y. FLASHING GEMENT. M, �— VULKD4 1r �V..�! T 0 " °. TIOBASE FLASHING SHALL BE OF EITHER GORR MINERRL SURFA METAL PROVIDED IN SECTION 84105.2.8.1 OR MINERAL SURFACE METAL DRIP EDSE /� °Z° FLASHING 5 x 5 GALVANIZED FLASHING ROLL ROOFING, WEIGHING A MINIMUM OF (M) POUNDS PER (100) FROM TREMCO SEALANTS DRAWING ,DG-30 O 26 SUACPE SALVANIZED ( I ) 2g SUASE GALVANIZED Ob 26 6UAGE SALVANIZffi SQUARE FST (5.716 GOUNTERFLASFfIN6 SHALL BE N.T.S. \ KTS. N.T.S. CORROSION-EIN TABLE 4105.1 TIN THEFLORIDA MINIMUM IBU LDIHICKNESS NG CODE (2004). REFER TO THE FLORIDA ROOFING, SHEET METAL AND AIR CONDITIONINS CONTRACTORS' (FRMA), CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL FOR MORE INFORMATION. EW, ROOF w/ KE"YED FLA5H I NO PETA I L5 SCALE: NTS PATE` 4/13/15 SGAL.E: S� .,o�rur�w 3088 NCO E440 No= or- S g� 8703.8 FLASHING. APPROVED CORi O ION-RESISTANT FLASHING SHALL BE APPLIED Gently raise the bottom edge of the flap created in the MB and temporarlly tape the top Install shims In such a monner that they are not permitted to interfere with the application of the 7.2.I0S Gut a piece of head flashing that Is the width of the rough opening, plus two, times the SHINGLE-mFASHION IN A MANOR To PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR corners and center to the exterior face of the WRB above (see Figure 5). This is done In air soul, which will be applied on the Interior side In the steps that follow. roll width of the flashing, plus 50 mm (2 in). NSTALL I NC T-irVEK@ STUGGO ARM* PENETRATION OF NP.TER TO THE BUILDING STRIJGTURAI- FRAMING COMPONENTS. order to allow for Installation of the window and hood flashing later. SELF-ADHERED MEMBRANES USED AS FLASHING 5HALL COMPLY WITH AAMA -111. THE FLASHINO NOTE 2: Either self-adhesive flashing (see Section "1.2.41) or mechanically attached flashing (seo 7.2.10.6 Apply a continuous 4 mm (3/8 In) nominal diameter bead of sealant along nthe mounting SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED 9 � E ON V'�fi�TIG,�L l�l�LLS, BEFORE INST�LL,�TION �- Section 72.10) shall be permitted to be used for Jamb and head flashing, per the following flange at the head. Apply an additional 4 mm (3/8 In) nominal diameter bead of sealant d cORR0510N-•RESISTANT FLASHIN66 SHALL BE INSTALLED AT ALL OF THE FOLLOkAIN6 I0 I steps. horizontally 216 mm (8 I/2 in) dove the rough opening (Inline with the tip of the iamb flashing). ` OF IPOOR5 OR �I N�.7O1�15 LOCATIONS: r r Apply mac onicaily attached flashing to head over eoalarnts and secure with mechanical I. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR 7 2.41 Jamb and Head Flashin Installation U9t Self Aciheri Flash) OPENINGS SHALL EXTEND TO THE 5URFACI^ OF THE EXTERIOR WALL FINISH OR TO THE 9 ng n9 ng fostoners (see Figura 1q). g WATM-RESISTIVE BARRIER FOR SUBSEGiENT DRAINA6E. FLASHING AT EXTERIOR WINDOW 72.11.1 Apply flashing over the mount)►�g flanges of the window at both jambs. The self adhering AND DOOR OPENINGS SHALL BE- INSTALLED IN ACCORDANCE WITH ONE OF MORE OF THE flashing shall be a minimum of 100 mm (4 In). With self-ae rowing flashing the additional bead of tat FOLLOWING OR OTHER APPROVED METHODS: sealant over the mounting flange (see Soctions 7.2.102 and 72.10.6) shall be omitted. " ® 1.1 THE FENESTRATION MANUFACTURER'S WRITTEN FLASHING INSTRUCTIONS. MOOCH~ 000ltonls ��g� 12 THE FLASHING MANUFACTURER'S WRITTEN INSTALLATION INSTRU72412 CTIONS. . Cut the iamb flashing to a measurement equal to twice the roll width of the flashing taabttab. tmuetta�a ' 1.3 IN AGGORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, OR FMA/AVMA 250. 1.4 IN AGGORDANCE WITH THE FLASHING METHOD OR A REGISTERED DESIGN PROFESSIONAL. being used, plus the height of the rough opening, minus 25 mm (I In) (soe Figure 12) g a 2. AT THE INTER-WOTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OF ILr lar. g 8 ►� g 1 C> STUCCO WALL5, WITH PROJECTION LIPS ON BOTH SIDES UNDER STUCCO COPING5. 2X M 2X M MM 3. UNDPR AND AT THE ENDS OF MASONRY,WOOD, OR METAL COPINGS AND SILLS. I4. CONTINUOUSLY ABOVE ALL PROJECTING WR r WOOD TRIM. FIGURE 5 EXTERIOR. 5. WHERE EXTERIOR PORCHES, DECKS, OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF KCCO-•FRAME CONSTRUCTION. 72.3 Applying a 5111 Pan Flashing : HFIA 6. AT WALL AND ROOF INTERSECTIONS.7. AT BUILT-IN CUTTERS. 7 23.1 There are a variety of sill pan systems available. (Reference ASTM E 2112 guidelines foro , ®� the latest information) The pan shall direct water to the exterior of to the membrana drainage Hloara DOORplane for subsequent drainage to the exterior of the building. I I I ALL WINDOW AND DOOR FLASHING SHALL COMPLY WITH FMA AMMA 711, 100, 200, AND 250. -12.32 When self--adhering flashing Is used as a sill pan, cut to a length equal to the rough ® ® opening width plus at least 150 mm (6 In) up the jarnb, to form an and dam (see Figure 6). 2t EXCERPT OF FMA AAMA 100-0r1 low ® �d� 6.0 PRE WINDOW INSTALLATION PROCEDURES 2 FIC W Iq EXTERIOR `Z FIGURE 12 ,� er the manufactures instructions. rmi7 a M 0 i---I ,pmt b.l Pro-Installation requirements performed by others, p 7.2.4.3 Position the top end of the flashing 13 mm (1/2 In) below the location whore the top edge 72.10? Use mechanical fasteners to secure mochanicaliy attached flashing (see Figure 20). 1 0 0 { I �1/" I 6.1.1 Rough Opentnc�s of the head f lashing wll I cover the jamb f lashing later (see Figure 13) CQ � ' 6.1.1.1 The builder/contractor shall construct the roughopenings In accordance with the window �a °p ngs lar. ,© manufacturer's size and tolerance requirements. its ' s' or t� I'M d m a x.54 6.1.12 The rough opening shall be plumb, level,square and true within 6 mm (1/4 in) prior to �y ' the Installation of the window. Manufacturer's instructions may supersede these tolerance t01mae r,arec ranges. O 6.1.2 Water-Resistive Barriers (WRB) This standard practice recommends that the k4RB be installed prior to the window installation. The Installation method described In this standard practice Is based on this sequence. FIGURE 6 EXTERIOR / v + r�aax 9 I. Unwrap roll at corner,leaving WAX overlap. �v T F� Nares Apply wrap with ed surface pattern h VERTICAL 6.1.2.1 The application of the WRB Involves covering the vertical surfaces of the wall, lapped, The soli-achoring flashing sill pan system shall cover the sill to at least the depth of the window, v position liar proper dn� fastened, taped and sealed per the MB manufacturer's Instructions. plus 5O mm (2 O onto the face of the WRB drainage plane (see Figure 7). a� � 2. Rall should be plumb.Bottom roll ed a s�iould extend over sill plate Interface. 2e 2 Wm _ SHINSIM Stucco Hr aver back ee�ge of weep screed for pro water draIxxp. 6.122 Penetrations through the WRB for the installation of windows shall be made in wee FIGURE 20 EXTERIOR e For maximum air leakage reduction,seal wrap with caulk or tape weep scroed. accordance with the NRB manufacturer's recommendations or this standard active. Z Don't block weep holes. ix I' FIGURE 13 EXTERIOR r 3. Secure Tt�veif every 12"-18" on vertical stud Zino.With wood,Insulated sheathing boa:•d 6.12.3 The WRB shall be applied In water shedding fashion, starting at the base of the wall Do not interfere with the WR8 flap at the hood. Tuck.the top of the iamb flashing under the top "1.2.11 Remove the previously applied tape which holds the flap of the NRB at the head. Allow or exterior plum board,use large head or plastic washer head nails,as a best and works towards the to The WRB shall be applied to the face of the builds frame flop the fl to 1 flat over the head flashing. I a new tete of sheath) over the entire practice.Kc staples with 1.0 In minimum crown can also be used.when attaching to n9 p pi' n9 n9 f l of the WRB at the head. flop ay g• Appy p ng tap masonry,use adhesives with polyurethane,elastomorle,or latex base. or sheathing. diagonal cut made to the WRB. The tape shall be compressed against the NRB and the head 7.2.41.4 Use firm pressure to apply the self adhering flashing to promote seal to window flanges flashing, which extends over the iamb (sae Figure 21). 4. Unroll directly over windows and doors.Upper roll overlaps bottom-oil by 62 TWO LAYER WRB SYSTEMS and WRB. � 3 6' horizontally. MNXH y i E 5. coVER interface of upper and lower top plates with Tyvek®.As a best practice, 62.1 A two layer WRB or building paper OF) system may be required In accordance with 72.11.5 Apply a piece of flashing across the head of the rough opening. The head flashing shall � � y+ � W TAPE all horizontal seams at band foists,Pleaders and roll overlaps with 2" or s" state and local codes. The window shall be flashod/Integrated with the MB and into the wall be cut to the width of the rough opening plus two, times the roll width of the flashing,plus 50 mm r 'aa'• r THN& la DuPont Contractor tape.Tape any accidental tears or damage. per the WR8 manufacturer's instruction. (2 lin) (sea Figura 14). b. Make a modified T GUT in Tyvek®. 622' After the installation of the second Iayor of WRB, the cladding shall be applied with a ?. FOLD flaps Inside around window or door openings. Fasten every b°. Heap scroad installed at the bottom of the first floor and at the bottom of any floor above / / I Trim excess Tyvole . ! NOTE. Apply wrap wit:,c�•ooved surface pattern In VEWNCAL or over a concrete masonry unit (CMU). IFIGURE 7 EXTERIOR /, position for proper dra7nage. 7.0 WINDOW INSTALLATION PROG r r ,I 7.2.4 If a rigid or semi�rlgid sill pan system is used, follow manufacturers instructions for / e I 8. Tack up bottom sill flashing,overlapping rough sill bu 4°-5".As a host practco, Installation details and Integration with the WRB and flash) l make two vertical corner cuts In the flashing. Fol-17-Plashing over rough sill. 7.1 PRL-INSTALLATION INSPECTION 9 CQ q. Tack up side flashings,OVERLAPPING bottom sill flashing.Gut two 45"angles 72.5 Inspect and clean the back side (Interior surface) of tho"axterior window mounting flange. In Tljvek®from each top window corner. Then, Install window or door according 7.1.1 In the event that the WRB Is installed after the window Installation, refer to ASTM E 2112 to manufacturer instructions. for various sequencing considerations. Look for any sealant gaps or misaligned welding at the corner joinery. If corner seals are noxa Dom 2X c b _ L missing In whole or part, contact the window manufacturer for the recommended remedy. I an'IQ (`.'/� lo. install hood flashing UNDER top flap of _yvekb,OVER window fiango Extend 7.12 Before Installation can occur, the Installer shall Inspect the NRB to ensure that it Is �`' c flashing out OVER side flashings by 3-4. Fold top flop of TyvekfOVER head P 72.6 After cleaning the mounting flanges, carefully run a continuous 11 mm (3/8 Inn) nominal FIGURE 21 EXTERIOR flashing.TAPE both diagonal cuts. Installed In accordance with this standard practice and the WRB manufacturer's instructions. diameter bead of sealant on the back surface (Interior face) of the mounting flange of the G Any tears, penetration or defects within 305 mm (12 In) of the rough opening area shall be rn v �-t window at the head and both (sae Figura 8). Apply soaldrit In lino with any pro-punched 72.12 On the Intortor, the Installer shall apply a backer rod and a continuous Interior perimeter e sealed per the WRB manufacturers Instructions before the Installation starts. Refer to ASTM � m C . holes or slots In the mounting flange. Connect that bond of sealant across "joinery on the bead of sealant (see Figures 22 and 23),or aerosol foam sealant conforming to AAMA 812 P4 aq 55. window frame at all four corners. FIGURE 14 EXTERIOR without backer rod (see Figure 24), or other window manufacturer approved material betwoen d 40 7.15 The installer shall verify that the rough opening is plumb, level, square and true. The the window ant the rough opening on all sides to form an air seal. This effectively forms a back I 1 Installer shall notify the contractor to remedy any discrepancies per this standard practice. 72.41.6 Apply primer to any exposed oriented strand board (OSB) as required by the flashing dam to prevent water Intrusion Into the Interior. A raised, upturned leg made from a rigid CQ -10 > I s>puwr slsritr manufacturer. material can be also be used, If properly air sealed. if a rigid or semi-rigid sill pan was used, 7.1.4 The Installer shall Inspect the fenestration product for damage and repair or replace If " 1M0 recheck the seal between the sill of the window and the upturned leg of the sill pan and reseal W necessary. 7.2.41.7 Adhere the self-adhering flashing with firm pressure across the head of the window on as needed (see Figure 25). top of the mounting flange and beyond the rough opening on each side, extending it 25 mm (I in) 72 INSTALLATION PROCEDURES / N �4 over the outside edge of the flashing at the iambs (see Figures 15 and I6). 2c '-palm,. 2t I-1W 2x i � I 7.2.1 In the event that the WRB has not been previously modified, the installer shall complete the following steps: / ,, / K I• ,. is . I. " Ir. aiMW MIND m ' - Carefully cut the WRB In a modified "I' pattern as shown In figure 1. The full-I cut of er c - the lam`Is also acceptable, I'S l-0ci WKAs an option, the sealant shall be permitted to be applled to the wall surface, as opposed to the back of the mounting flange, in line or inboard of dilly pre-punched holes or slots. � "9 I I j i 7.2.7 Apply a discontinuous bead of sealant on the intortor surface of the mounting flange at the2x 19 _ I I I I sill. The bead of sealant shall have a minimum of two 50 mm (2 In) voids near the ends (see atm FIGURE 22 INTERIOR FIGURE 23 INTERIOR >. I I I Figure q), allowing any liquid water that has entered the window of ening to exit easily. k; I I I FIGURE 15 EXTERIOR 2c n I� 2c n ' for once. arias.) WOW 2c 2c I I stutrins �eeM"RCSdJR� .q� lar. Plmsd�e HIM FIGURE I EXTERIOR °�� / . Fold the bottom and side flaps over and behind the interior side of the framing (sea , ..............................._.......................................... s 2< 2 FIGURE 24 INTERIOR FIGURE q _ FIGURE Ib EXTEfR1oR 72.7.1 As on alternate to the discontinuous bead of sealant, a weep screed or wicking mechanism shall be permitted to be applied at the iamb ends of the 9111 to allow Iiquidf water to 72.10 Jamb and Head Flashing Using Mechanically Attached Flashing t escape. 72.10.1 J+on mechanically attached flashing is used, the minimum roll width shall be 230 mm (4 in). we 7.2.72 Additionallyy, If a rigid or semi-rigid sill pan Is used, apply a 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 q mm (3/8 In) nominal diameter bead of sealant over sheathing (wall ff window and form an air/water seal. surface) sand the exterior face of the mounting flange, starting 216 mm (8 1/2 in) above the rough 2t opening (see figure 17) continuing down the iambs to the bottom of the sill mounding flange. FIGURE 2 INTERIOR '1.2.6 Immediately set the window Into the opening (see Figure 10). / Attach the WRB Into position on the inside of the rough opening, and trim any excess as &ASLU i require. ar , i r I- r I• 4 4 7.22 At the head of the opening, starting of the top corner of the window (rough opening, measure.from the corner horizontally and then vertically a distance equal to the roll width of ps° w . °tl6 I�pG'ra '" o the flashing to be applied, and make a mark (sae Figure 3). i ' / � FIGURE 25 INTERIOR 7.2.12.1 In cases where shims cause Interference with the application of the backer rod or sealant, trim excess shim material to allow for a continuous air/wator goal (see Figure 26). In all wwc I wMlc lot cases, make sure the entire perimeter joint has been scaled, creating an air/water tight rose rose / � I�R�1 !1� condition. w� wf I I a °0D160�6 FIGURE 17 EXTMIM HW - FICURE 10 "IXTERIOR '12.10.3 Cut jamb flashing to a measurement equal to twice the roll width of the flashing being Hold the window temporarily into position and apply shims as required to ensure the window Is used,plus the height of the rough opening, mires 25 mm (I In). sot plumb, level, square and true. Fasten the window perimeter surely Into position In / , Q LL ' accordance with the manufacturer's Instructions. For pr er seal aovoroge, ensure squeezes 72.10.4 Apply flashing inline with any pre-punched bolos/slots In the mounting flange and cover29 we wIm out under the flange and In fastener holes (see Figure (I). any fastener heads (sae Figure 18). WK FIGURE 3 EXTERIOR Q At a 45* angio, carefully cut the the ARB on a dlagonal (see Figure 4). Repeat this stop on the opposite corner. Rr _ _ V M7ltlffAtti FIErUR'>= 26 INTERIOR � m ~ I ar. ftrYec t / / 12.122 To ensure QdOgUAte protection against extreme wind driven water loads (12 psf water �- /'/ loads), it Is criticali that the perimeter interior air and water seal between the window and the Woo sill pan flashing Is§able to Withstand this pressure load without air and water leakages. Special Q caution Hoods to be applied to the interior corners. / fit 6.0 POST INSTALLATION PROCEDURES ieO0/i0^'s D0°R0r"' x 8.1 The installer shall ensures that the fenestration product frame and sash are installed plumb, level, square and true, within the specified tolerances. AW FIGURE II EXTERIOR FICURE 18 EXTERIOR 62 The installerp hall ensure that all sash move freely within their frames and that weather AWN SYS IW��Y stripping or compressible scale make full contact with mating surfaces. r+m yse wlm 6.3 The Installer shall ensure that operable hardware such as locks, cranks, latches and hinges �' FIGURE 4 EXTERIOR operate smoothly,'land that all locking mechanisms ongage and operate properly. 8.4 The instal lertshall ensure that all accessories and other components of the fenestration PATES 4/13/15 product assembly,are present, such as screens and hardware. j8S After installation of the window, drainage holes shall be Inspected for blockage and freed �'�"E_ of any obstructions to allow drainage. 3088 DWas NOS kL Al 10 OF r a S b i ELECTRICAL LE6END a I g� II-----------, , -- - ------------� __- I I i i i IIOV DUPLEX RCPT- � Tfff�TAT I F- ---�---J------------1-----1-----1 1 I I I Q� rl I 1 I I 11 I , , I O PUSH BUTTON I I NUMBER INDICATES H6T. F.F. 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I I I I I 1 I I I II I I : j 1 1 1 1 „ 4)ELE c 10 I I I I I -------- ---J L------------- J I III 1 E I I 11 I I 1 1 1 I I I I L _--J___J_________J___J__ _ ___ 1 111 <` I I [ " I I I I I , ) LL CAN LIGHTS ON DIMMER SWITCH L--------I 1 ------1-L 1 <: I t _ ......--...:. L-----_---J , �_____i IJ - :_ I_ I :: 1 I 1 I , , pf416 d '^r'- F4 I—I 1 1 1 _ ._I . 1 1 i t 1 1 ° ° I 0 1 1 1 11 1 1 m �, � � M� I 1 I 1 i—i NOTE: SPECIFICATIONS, PRICE SUMMARIES,AND CHANGE ORDERS TO SUPERSEDE THIS ELECTRICAL PLAN [/� v , I I I I l?=' I I I ars 5 R �I I I 1 I I:..... ? ( 1 I I I m au I L-----� L-- . : ::;: ::: ____J L------J , THE PURPOSE OF THIS PLAN IS TO OBTAIN AN ELECTRICAL PERMIT. FIXTURES, SWITCH LOCATIONS, .-•rte .54 ------ L " """"' """"' J-----L----i AND RECEPTACLE LOCATIONS SHOWN ON THIS PLAN MAY BE INACCURATE DUE TO FRAMING OR .4 m �qp F--r MECHANICAL CONFLICTS, SITE CONDITIONS,AND/OR BUILDING CODE REQUIREMENTS I .. A THE PURCHASER WILL DO AN ELECTRICAL WALK THROUGH WITH THE PROJECT MANAGER DURING CONSTRUCTION. THIS WALK THROUGH WILL IDENTIFY THE PREDETERMINED LOCATIONS OF � E , -L � �E 0 T R I 0 A L F L A N - RECEPTACLES BY THE ELECTRICIANS, IN ACCORDANCE WITH LOCAL BUILDING CODES. AT THIS W TIME,SELECTIVE LIGHT FIXTURES, PHONE AND TV JACKS WILL BE DETERMINED BY THE SCALE: 1/4"=1'-O" �.- -Y PURCHASER AS TO THE PREFERRED LOCATIONS �4 'n _� <. -. - -- -1 \ It 11 - v. �. I C –< ,- - ..... (D � :-_-, .; 1 �:�:: 1: I-. ., ..... I �, ..� :.:,. .,....f---.%- .. --: I . :- / .. . - ""." . . .- ..... 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ALL SOLID SAWN (SS) FRAMING LUMBER TO BE AS FOLLOWS: _ FACE OF WALL(EXTERIOR _ HOLD DTT2Z TO INSIDE ENGINEER's SERVICE FOR THE EXCLUSIVE USE ATTHE PROJECT TITLED HEREIN. 1. RAFTERS/JOISTS- #2 SYP WALLS ONLY). FACE OF WALL(EXTERIOR BUILDING CODE12010 FBC - RESIDENTIAL INFORMATION DERIVED FROM THIS DOCUMENT, AND/OR ASSOCIATED 2. WALL PLATES- #2 SYP, U.N.O. (10) 16d COMMON WALLS ONLY). DOCUMENTS, MAY NOT BE USED FOR OTHER WORK(S) OR PROJECT(S) WITHOUT 3. WALL HEADERS- #2 SYP (.162) x 3-1/2" NAILS. WIND DESIGN CRITERIA THE EXPRESS WRITTEN PERMISSION OF THE PROJECT ENGINEER IDENTIFIED 4. WALL STUDS -#2 SPF, U.N.O. (8) 1/4 x1-1/2 SDS IN G ❑ D WE TRUST BELOW. B. ALL ENGINEERED WOOD PRODUCTS (EWP) TO BE AS FOLLOWS: 2"x2"x1/8" WASHER. SCREWS. B. DESIGN IS VOID TWELVE MONTHS AFTER DATE OF ORIGINAL ISSUE. a. ALL STRUCTURAL COMPOSITE LUMBER(SCL)TO BE AS FOLLOWS 3/8" x 6" EMBED DESIGN GUIDE ASCE 7-10 C. DESIGN IS BASED ON SECTIONS 1603-1610 OF THE FLORIDA BUILDING b. BEAMS b. COLUMNS 3/8 x 6 EMBED EPDXIED ATR. WIND SPEED (VuIr) 130 mph CODE-BUILDING AND SECTION R301 OF THE FLORIDA BUILDING - LSL- 1.55E - LSL- 1.3E EPDXIED ATR. CODE-RESIDENTIAL. THE ENGINEER OF RECORD ACCEPTS NO RESPONSIBILITY FOR - LVL- 2.0E - LVL- 1.8E WIND SPEED (VASD) 101 mph 0) LO THE PROJECTS COMPLIANCE WITH PORTIONS OF THE FLORIDA BUILDING CODE - PSL- 2.0E - PSL- 1.8E/2.OE (PER PLAN) EXPOSURE CATEGORY C �- � 00 NOT SPECIFICALLY IDENTIFIED. 5. ALL I-JOISTS TO BE PERFORMANCE RATED I-JOIST(PRI) 40, U.N.O. -- D. DO NOT SCALE. REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS. IF 6. ALL EWP TO BE INSTALLED PER MANUFACTURER's SPECIFICATIONS AND LTT20B DTT2Z 00 00 DISCREPANCIES ARE FOUND BETWEEN PLANS, NOTIFY THIS OFFICE IMMEDIATELY. INSTRUCTIONS. BUILDING TYPE ENCLOSED O E. THESE DRAWINGS CONTAIN SPECIFIC INFORMATION INCLUDING, BUT NOT C. ALL SHEATHING TO BE AS FOLLOWS: WIND-BORNE DEBRIS CLASSIFICATION BUILDING CATEGORY II c� LIMITED TO, ARCHITECTURAL ELEMENTS, DIMENSIONS AND LOCATIONS PROVIDED 1. ALL SHEATHING TO BE APA OR TECO RATED. F TOPOGRAPHY FLAT w W 12.1 0' BY OTHERS. THIS OFFICE IS NOT RESPONSIBLE FOR THE ACCURACY OF 2. ALL ROOF/FLOOR SHEATHING TO BE ORIENTED PERPENDICULAR TO O INFORMATION PROVIDED BY OR DERIVED FROM OTHER SOURCES. HOLD HTT4 TO INSIDE _ ' SUPPORTS. °-�- HOLD MEAN ROOF HEIGHT < 30'' LL. F. CERTAIN COMPONENTS DISPLAYED IN THESE DOCUMENTS HAVE BEEN PREPARED 3. ALL WALL SHEATHING PANEL EDGES TO BE BLOCKED w/2x SOLID FACE OF WALL(EXTERIOR FACE OF WALL(EXTERIOR C.� BY COMPONENT MANUFACTURERS HAVING PROVED COMPLIANCE EITHER MATERIAL. WALLS ONLY). WALLS ONLY). Z LL THROUGH THE FLORIDA PRODUCT APPROVAL SYSTEM OR APPROVAL BY A 4. NOMINAL PANEL THICKNESSES SPECIFIED ON PLAN TO BE AS FOLLOWS: (18) 16d x 2-1/2" " (26) 16dx2-1/2 SOLID SAWN MEMBER DESIGN CRITERIA DELEGATE ENGINEER LICENSED IN THE STATE OF FLORIDA AND ARE NOT THEa. 7/16" ------ .437" THICKNESS - 24/16 SPAN RATING (.162) x 2-1/2" NAILS. " (.162) x 2-1/2 NAILS. RESPONSIBILITY OF THE ENGINEER OF RECORD. IN ADDITION, COMPONENTS NOT b. 15/32" ------ 469" THICKNESS - 32/16 SPAN RATING 5/8" EMBED (6"-MONO. 5 8" EMBED (6"-MONO. USE L.L. D.L. L.L.Q T.L.L1 C!) SPECIFICALLY SPECIFIED IN THESE DOCUMENTS ARE NOT THE RESPONSIBILITY OF / NOTE: THIS RESIDENCE IS NOT LOCATED IN THE WIND-BORNE C. 19/32 ------ .594 THICKNESS - 40/20 SPAN RATING THE ENGINEER OF RECORD. REQUIRED COMPONENTS BELIEVED TO BE ; . 10"-STEMWALL) EPDXIED '. 10"-STEMWALL) EPDXIED STRUCTURAL IN NATURE SHOULD BE BROUGHTTO THE ATTENTION OF THIS d. 23/32" ------ 719" THICKNESS - 48/24 SPAN RATING ATR. ATR. DEBRIS AREA. WINDOW PROTECTION IS NOT REQUIRED. ROOF (SHINGLE) 20 7 L/240 L/180 w OFFICE OR BE PREPARED/REVIEWED BY A PROFESSIONAL ENGINEER LICENSED IN D. REFER TO TRUSS MANUFACTURER's SPECIFICATIONS FOR THE FOLLOWING: 1. INSTALLATION GUIDELINES. FLOOR (ROOMS) 40 15 L/360 L/240 THE STATE OF FLORIDA. 2. TRUSS TO TRUSS CONNECTIONS. G. ALL DETAILS SHALL BE IN ACCORDANCE WITH INSTRUCTIONS FROM _ FLOOR (DECKS) 4O 15 L/360 L/240 CD 3. MULTI-PLY TRUSS CONNECTIONS. MANUFACTURER OR DESIGNER. HTT4 H. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB 4. TRUSS MEMBER BRACING,LOCATIONS AND CONNECTIONS. HTT5 FLOOR (BALCONIES) 60 15 L/360 L/240 EW E. ATTACH ALL STUD COLUMNS,JACK TO KING ASSEMBLIES, CORNER POSTS, SITE PRIOR TO COMMENCING WORK. ETC. INCLUDING MULTI-PLY STUD MEMBERS AS FOLLOWS. ATTIC CEILING (STORAGE) 20 5 L/360 L/240 ® T- I. THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE,ARE THE PROPERTY OF THE 1. 2x4 POST- (1) ROW OF 1Od NAILS @ 6" o/c STAGGERED WITHIN 3/4" OF ENGINEER OF RECORD AND MAY NOT BE USED OR REPRODUCED WITHOUT ATTIC CEILING (NO STORAGE) 10 5 L/360 L/240 a-. P EXPRESSED WRITTEN CONSENT OF THE ENGINEER OF RECORD. CENTERLINE OF POST. _ HOLD HDU8 TO INSIDE _ HOLD HDQ8 TO INSIDE Z CO J. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE 2. 2x6 POST- (1) ROW OF 10d NAILS 9 4" o/c STAGGERED 1-1/2" OFF STUD FACE OF WALL(EXTERIOR FACE OF WALL(EXTERIOR WALL (BRITTLE FINISH) L/240 ® � TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION EDGE.USS CONNECTIONS. WALLS ONLY). WALLS ONLY). ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. 3. 2x8 POST- (1) ROW OF 10d NAILS @ 8" o/c ALONG CENTERLINE AND(2) WALL (FLEXIBLE FINISH) L/120 z EH I K. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION ADDITIONAL ROWS @ 8" o/c 1-5/8" OFF STUD EDGE. (20) 1/4" x 2-1/2" �-, �, SDS SCREWS. (20) 1/4"x3" TRUSS MEMBER DESIGN CRITERIA PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS F. FASTEN WALL SHEATHING TO EACH WALL STUD/POST w/ MIN 8d NAILS @ 12 � � COMPONENT PARTS DURING ERECTION. o/c OR ATTACH GYPSUM TO INTERIOR POST w/ MIN 5d NAILS @ 4" o/c. IF SDS SCREWS. L. TEMPORARY BRACING: CONTRACTORS SHALL BE RESPONSIBLE FOR ALL MORE THAN 3 PLIES ARE USED;'CONNECT EACH OUTER PLY TO SHEATHING AS 7/8" x 13" EMBED 7/8" x 13" EMBED L.L. T.L. jl:2r. TEMPORARY BRACING THAT IS REQUIRED DURING CONSTRUCTION TO KEEP THE SPECIFIED. EPDXIED ATR. EPDXIED ATR. MEMBER L.L. D.L. STRUCTURE SAFE AND PLUMB UNTIL THE ENTIRE STRUCTURE IS IN PLACE. G. WHERE NOT OTHERWISE SHOWN ON PLANS,ALL ATTACHMENTS SHALL BE AS BRACING SHOWN ON THE STRUCTURAL DRAWINGS IS FOR THE COMPLETED INDICATED IN FBC TABLE 2304.9.1. ROOF TOP CHORD (SHINGLE) 20 7 L/240 L/180 STRUCTU RE ONLY. H. METAL CONNECTORS TO BE PROVIDE[ BY SIMPSON STRONG-TIE. REFER TO --� -----� 2013-2014 SIMPSON WOOD CONSTRUCTION CONNECTORS CATALOGUE FOR HDU8 HDQ8 ROOF BOTTOM CHORD 10a'b 5 L/240 L/180 FOUNDATION : ADDITIONAL INFORMATION. ALTERNATE CONNECTORS WITH EQUIVELANT "� OR HIGHER LOADS MAY BE USED IN LIEU OF SPECIFIED COMPONENTS. FLOOR TOP CHORD 40 10 L/360 L/240 A. THIS DESIGN HAS BEEN COMPLETED IN ACCORDANCE WITH PERTINENT I. ALL NAILS SHALL BE "COMMON", U.N.O. NAIL SIZES TO BE AS FOLLOWS: U STANDARDS, RECOMMENDED DESIGN SOIL PARAMETERS, AND ACCEPTED a. 8d - .131"x2-1/2" c. 12d - .148"x3-1/4" HOLD HDU11 TO INSIDE FLOOR BOTTOM CHORD 0 5 L/360 L/240 (OIL a... • ENGINEERING DESIGN PROCEDURES AND IS BASED ON THE BEST INFORMATION b. 10d (16) 10d COMMON 148"x3" d. 16d - .162"x3-1/2" FACE OF WALL(EXTERIOR NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE AVAILABLE AT THE TIME OF COMPLETION. THE DESIGN DOES NOTANTICIPATE , WALLS ONLY). (.148") x 3" NAILS. ' LOAD REQUIREMENTS. DIFFERENTIAL MOVEMENT RESULTING FROM SUBSURFACE CONDITIONS SUCH AS - b. MUST BE INCREASED TO 20 PSF (LIMITED STORAGE)WHEN TWO OR EH I THE HEAVING OF EXPANSIVE SOIL OR DECOMPOSITION OF SUBSURFACE ORGANIC LL n/ Z (30) 1/4" x 2-1/2" �` MORE ADJACENT TRUSSES HAVE THE SAME WEB CONFIGURATION AND MATTER. SUBSURFACE EXPLORATION CONDUCTED BY A QUALIFIED GEOTECHNICAL CORROSION/DECAY RESISTANCE. SDS SCREWS. 3" MIN.EHOI ` UI U ENGINEERING FIRM MAY BE USED AT THE DISCRETION OF THE BUILDING � ARE CAPABLE OF CONTAINING A RECTANGLE 42" HIGH BY 24" WIDE, OR - <, GREATER, BETWEEN THE TOP OF THE BOTTOM CHORD AND THE BOTTOM CONTRACTOR AND/OR BUILDING OFFICIAL AND ALL FINDINGS REPORTED TO THIS A. ALL STRUCTURAL MEMBERS OF WOOD OR STRUCTURAL COMPOSITE 1" x 15" EMBED OF ANY OTHER TRUSS MEMBER AND THE FOLLOWING CRITERIA IS MET: rn Q Z OFFICE FOR REVIEW. IN THE ABSENCE OFA GEOTECHNICAL ENGINEERS REPORT, LUMBER EXPOSED TO WEATHER'OR IN DIRECT GROUND CONTACT EPDXIED ATR. 3/4" x 12" EMBED ,I * THE ATTIC AREA IS ACCESSIBLE BY A PULL-DOWN STAIRWAY OR U T ACCEPT LIABILITY FOR SUBSURFACE CONDITIONS WHICH MAY NY BOARD EPDXIED ATR. W THE E.O.R. DOES NO (DECK/BALCONY S,JOISTS, POSTS, ETC.) SHALL BE PRESSURE FRAMED OPENING. 7 mm LEAD TO STRUCTURAL OR AESTHETIC DAMAGE TO THE STRUCTURE. PRESERVATIVE TREATED TO A LEVEL RATED FOR THE SPECIFIC APPLICATION. THE BOTTOM CHORD PITCH IS < 2/12. Z W W B. DESIGN HAS BEEN BASED ON ANON-EXPANSIVE SOIL WITH AN ALLOWABLE SOIL BORATE-TREATED WOOD SH LL OT BE USED AS/FOR STRUCTURAL BOTTOM CHORDS SHALL BE DESIGNED FOR THE GREATER OF tmY1 BEARING CAPACITY OF 2000 psf, ACTIVE EFP = 30 pcf(LEVEL BACK SLOPE). NOTIFY Q W MEMBERS EXPOSED TO,WEATHER OR IN DIRECT GROUND CONTACT UNLESS HDU11 HGT2�3�4 3 ACTUAL'IIVIPOSED DEAD LOAD OR 10 psf, UNIFORMLY DISTRIBUTED U THE ENGINEER OF RECORD AND CEASE CONSTRUCTION IF ADVERSE OR OTHERWISE SPECIFICALLY RATED BY HE FMANUFACTURER/TREATER AS ADEQUATE FOR 3 OVER THE ENTIRE SPAN. J 'NON-CONFORMING CONDITIONS ARE FOUND TO EXIST. F- _THE USE. . . ' C. MINIMUM COMPRESSIVE DESIGN STRENGTH OF CONCRETE USED FOR B. ALL INTERIOR WOOD BASED MEMBERS IN DIRECT CONTACT WITH CONCRETE ❑ Z FOUNDATION AND SLABS SHALL BE 2500 psi @ 28 DAYS. PRESERVATIVE TREATED TO RESIST DECAY. D. ADJACENT SURFACES SHALL COMPLY WITH FBC R401.3 AND R403.1.7. C. ALL METAL FASTENERS,_ND CONNECT HOLD HDU14 TO INSIDE OR MASONRY SHALL BE PRESSURE PRE mm ORS EXPOSED TO WEATHER OR IN - (16) 1/4"x3" SDS a W E. BACKFILL ADJACENT TO FOUNDATION WALLS SHALL NOT BE PLACED UNTIL THE FACE OF WALL(EXTERIOR I ;s , .,,_ . � s CONTACT WITH,CORROSIVE MATERIALS-(ACC!-_CAB°CBA-E ETC.) BE "W4SCREWS. WALLS HAVE SUFFICIENT STRENGTH AND HAVE BEEN ANCHORED TO THE FLOOR ° WALLS ONLY). 0 Z-MAkCOATED HOT DIPPED GALVANIZED, STAINLESS STEEL OR'OTHERWISE LL L SYSTEM ABOVE OR ADEQUATELY BRACED TO PREVENT DAMAGE TO THE WALL. ='M "a RATED BY THE MANUFACTURER FOR COMPATIBILITY WITH THE 3" MIN• yl, �" (� (--- EXTREME CARE MUST BE USED THROUGHOUT CONSTRUCTION TO PREVENT. APPLICATION. THE EXTERIOR APPLICATION OF ANY MATERIAL TREATED (36) 1/4" x 2-1/2" ® Q Z W MOVEMENT OF RETAINING/FOUNDATION WALLS UNTIL STRUCTURAL SYSTEM WITH A PRESSURE PRESERVATIVE CONTAINING AMMONIA SHALL REQUIRE SDS SCREWS. TIE-DOWN DESIGN TYPE J COMPLETION. IT IS THE RESPONSIBILITY OF THE CCiNTRACTOR TO ADEQUATELY THE EXCLUSIVE USE OF STAINLESS STEEL FASTENERS AND CONNECTORS. THE ❑ [v f l'1 ❑ W SHORE THE WALLS THROUGHOUT CONSTRUCTION TO MAINTAIN THE INTEGRITY OF " °r" UU 1 x 15 EMBED 5/8 EMBED (6 -�- USE OF ANY MATERIAL TREATED WITH THE PRESSURE PRESERVATIVE ACZA � �� ` � � � ❑ 1 THE DESIGN. IF UNSURE WHAT COURSE OF ACTION TO TAKE IN ORDER TO PROVIDE SHALL REQUIRE THE EXCLUSIVE USE OF STAINLESS STEEL FASTENERS AND EPDXIED ATR. 1- ko 10 -STEMWALL) EPDXIED 3 $�� ALL"TH READ ❑ Z a • ADEQUATE TEMPORARY BRACING/SHORING, CONTACT THE ENGINEER OF RECORD A. ATR. ,_ . / D ROD SYSTEM FOR ADDITIONAL CONSULTATION PRIOR TO PROCEEDING. CONNECTORS. 7 . -F. FOOTINGS SHALL BEAR UPON UNDISTURBED SOIL OR UPON SOIL COMPACTED TO A D. STAINLESS STEEL AND ZINC-PLATED (Z-MAX, HDG, ETC.) FASTENERS AND DENSITY OF MIN. 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY(ASTM-D CONNECTORS MAY NOT BE COMBINED. USE ONLY SS FASTENERS WITH SS HDU14 VGT r- 1557) FOR A DEPTH OF AT LEAST TWO FEET(2') BELOW THE BOTTOM OF THE CONNECTORS. USE ONLY ZINC-PLATED FASTENERS WITH ZINC-PLATED O CONNECTORS. Z W FOOTING. E. REGULAR INSPECTION AND MAINTENANCE OF WOOD, WOOD-BASED AND • • \\ / \\ DRAWINGS OVER MINIMUM 6 mil. POLYETHYLENE VAPOR BARRIER. SUCH SLABS • •_- G. ALL CONCRETE SLABS ON GRADE SHALL BE THE THICKNESS AS INDICATED ON THE METAL PRODUCTS USED IN OUTDOOR OR OTHER CORROSIVE FRAMING CONNECTOR SCHEDULE W r / SHALL BE REINFORCED WITH 6x6 W1.4x1.4 WWM LAPPED 8" AT EDGES AND ENDS ENVIRONMENTS OR APPLICATIONS IS NECESSARY FOR CONTINUED, CLIP, TIE or STRAP FASTENERSO_ ❑ -J ❑ IN CONFORMANCE WITH ASTM-A 185, OR FIBER MESH REINFORCEMENT SHALL BE LONG-TERM SATISFACTORY PERFORMANCE. H2.5A O H2.5T (5) 8d COMMON x -1/2" PER END '-- ,j Q_ ® [, �9 USED WITH THE MINIMUM 2" FIBER LENGTH AT(1) LB/YD COMPLYING WITH H8 (5) 10d COMMON x 1-1/2" PER END ASTM-C 116. MASONRY: MTS12 (7) 10d COMMON x 1-1/2" PER END H. FILL UNDER CONCRETE SLABS SHALL BE CLEAN SAND FREE OF DEBRIS AND OTHER HT520 (12) 10d COMMON x 1-1/2" PER END DELETERIOUS MATERIAL. FILL SHALL BE COMPACTED TO A DENSITY OF AT LEAST REVISIONS A. ALL MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530/ASCE 5/TMS 16 16d SINKER x 3-1/4"TO TRUSS 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY(ASTM-D 1557), FILL SHALL 402 MASONRY BUILDING CODE. LGT2 ( )BE TREATED WITH TERMITE POISON BEFORE SLAB IS PLACED OR OTHER MEANS OF (14) 16d SINKER x 3-1/4"TO PLATE/POST PROTECTING STRUCTURE FROM WDO's MUST BE INSTALLED AT LATER DATE. B. CONCRETE MASONRY UNITS SHALL BE ASTM C90-75, HOLLOW LOAD-BEARING I. WHERE SHOWN, CORES OF BLOCK MASONRY SHALL BE FILLED WITH COARSE CONCRETE MASONRY UNITS, TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A LGT3 (12) 1/4 x2-1/2 SDS SCREWS A TRUSS GROUT OR PEA GRAVEL CONCRETE WITH THE MINIMUM COMPRESSIVE STRENGTH MINIMUM COMPRESSION STRENGTH OF 2000 psi (F m=1500 psi). (26) 16d SINKER x 3-1/4"TO PLATE/POST 1 OF 2500 psi AT 28 DAYS. C. MORTAR SHALL CONFORM TO ASTM C270 AND BE OF TYPE S. LGT4 (16) 1/4"x3" SDS SCREWS TO TRUSS J. MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE AS FOLLOWS: D. GROUT WHEN SPECIFIED, SHALL CONFORM TO ASTM C 476 WITH MINIMUM (30) 16d SINKER x 3-1/4"TO PLATE/POST • CONCRETE CAST AGAINST EARTH - 3" 28 DAY COMPRESSIVE STRENGTH OF 3000 psi. GROUT SHALL BE MIXED TO PROVIDE A SLUMP BETWEEN 8"-11". CS22 (12) 8d OR (10) 10d COMMON x 1-1/2" PER END + =IGNEDBY.* • FORMED CONCRETE EXPOSED TO EARTH OR WEATHER- 11/211 E. PROVIDE PRE-CAST CONCRETE LINTELS OVER ALL OPENINGS PER STRUCTURAL MSTA12 (5) 10d COMMON x 1-1/2" PER END • INTERIOR SLABS, WALLS- 3/4". PLANS UNLESS NOTED OTHERWISE. MSTA18 (7) 10d COMMON x 1-1/2" PER END I. REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 40 LONGITUDINAL F. LAP ALL VERTICAL REINFORCING A MINIMUM OF 20" FOR#4 BARS AND 25"REINFORCING IN WALLS AND FOOTINGS SHALL BE CONTINUOUS AT CORNERS AND MSTA24 (9) 10d COMMON x 1-1/2" PER END INTERSECTIONS. MATCHING CORNER BARS SHALL BE USED. MINIMUM LAP OF FOR#5 BARS. ALL 90° HOOKS SHALL HAVE A MIN. BEND LENGTH OF 6" FOR MSTA36 (13) 10d COMMON x 1-1/2" PER END REINFORCING SHALL BE 25" FOR#5 BARS AND 20" FOR#4 BARS. ALL 90° HOOKS #4 AND 7-1/2" FOR #5 INTO FOOTING UNLESS NOTED OTHERWISE. G. ALL CMU TO BE RUNNING BOND CONSTRUCTION. MST48 (25) 16d COMMON x 3-1/2" PER END SHALL HAVE A MIN. BEND LENGTH OF 6" FOR#4 AND 7-1/2" FOR#5 INTO H. BRICK VENEER TIES SHALL BE NO. 9 U.S. GAGE WIRE OR NO. 22 U.S. GAGE x MST60 (34) 16d COMMON x 3-1/2" PER END JOB NUMBER FOOTING UNLESS NOTED OTHERWISE. 7/8" CORRUGATED AND SHALL HAVE A HOOK EMBEDDED IN THE MORTAR SPI 11 J. ALL CONCRETE OPERATIONS, INCLUDING BUT NOT LIMITED TO MIX DESIGN, (6) 10d COMMON x 3 TO STUD �J 7 5 O O I MIXING,TRANSPORTING, PLACNG, REINFORCING DETAILING AND PLACING, JOINT. TIES SHALL BE SPACED NO MORE THAN 18 INCHES HORIZONTALLY AND (4) 10d COMMON x 3"TO PLATE CURING, AND TESTING SHALL DONE IN ACCORDANCE WITH THE REQUIREMENTS VERTICALLY AND SHALL BE ATTACHED THROUGH THE WALL SHEATHING TO ,� THE WALL STUDS. TIES SHALL BE PLACED WITHIN 12" OF ALL WALL OPENINGS SP2 (6) 10d COMMON x 3" TO STUD AND APPLICATION OF ACI 301, SPECIFICATIONS FOR STRUCTURAL CONCRETE . (6) 10d COMMON x 3"TO PLATE SHEET STEEL: ALLOWABLE SPANS FOR LINTELS (4) 10d COMMON x 1-1/2"TO STUD SUPPORTING MASONRY VENEER SSP (3) 10d COMMON x 1-1/2"TO DOUBLE PLATE c S A. DETAIL, FABRICATE, AND OR ERECT STEEL ACCORDING TO AISC "SPECIFICATION SIZE OF STEEL NO STORY ONE STORY TWO STORIES (1) 10d COMMON x 1-1/2"TO SINGLE PLATE FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL ANGLE ABOVE ABOVE ABOVE (8) 10d COMMON x 1-1/2"TO STUD BUILDINGS". - PROJECT ENGINEER L3x3x1/4 61-01 41-611 31-01 DSP (6) 10d COMMON x 1-1/2��TO DOUBLE PLATE B. STRUCTURAL STEEL SHALL BE ASTM A36, EXCEPT AS NOTED BELOW: L4x3x1/4 8-0 6-0 4-6 (2) 10d COMMON x 1-1/2 TO SINGLE PLATE ) ®®��®`�"!�'®��s° • PIPE -ASTM A53 TYPE E OR S, , ,...>.• GR. B L5x3-1/2x5/16 10'-0" 8'-0" 6'-0" 9 10d COMMON x 1-1 2 TO STUD °®�yPN•A. ��'�®°® • TUBE - ASTM A500 O / C. ALL BOLTS, ANCHOR BOLTS, AND THREADED RODS SHALL BE ASTM F1554 GRADE L6x3-1/2x5/16 14'-0" 91-61' 7'-011 TSP (6) 10d COMMON x 1-1/2"TO DOUBLE PLATE 36 UNLESS NOTED OTHERWISE. 2-6x3-1/2x5/16 20-0 12 -0 9f-611 SPH4/6/ ° (12) 10d COMMON x 1-1/2" TOTAL a* e 64010 D. HEX NUTS AND COUPLERS USED FOR BOLTS, ANCHOR BOLTS, AND THREADED RODS NOTES: SHALL BE LOW CARBON STEEL AND MEET OR EXCEED THE CAPACITY OF THE A34 (8) 8d COMMON x 1-1/2"TOTAL a. LINTELS SHALL HAVE A LENGTH OF BEARING NOT LESS THAN 4". CORRESPONDING A36, SAE 1018 AND GRADE 2 BOLTS, ETC. HEX NUTS AND b. LONG LEG OF ANGLE SHALL BE PLACED INA VERTICAL POSITION. LTP4 (12) 8d COMMON x 1-1/2"TOTAL =,® •� TE OF COUPLERS USED FOR HIGH STRENGTH BOLTS, ANCHOR BOLTS, AND THREADED c. CONTACT THIS OFFICE FOR OPENING PARAMETERS EXCEEDING AN RODS-ASTM A449 OR SIMILAR- SHALL BE HEAVY HEX ASTM A563 GRADE DH. , • •' O R 1 THOSE SHOWN. 0••° •�°® °,,J ONAr> L� ® E. ALL WELDING SHALL BE BY A CERTIFIED WELDER IN ACCORDANCE WITH AWS D1.1. MEMBER CONNECTION DETAILS VERSION 3.2 ION lei°1®� 4/ 1 S` 5 i IN G ❑ D WE TRUST (� � Lo LLI o 00 cc00 o 4 r cr- coO d , cr r0 a LL '< _ a LL w Z I'— EE u) w w Z 2 2 (D co 1 --------------- ------------ I ----------------------- ------------------------ J — — — — — — — — — Nt f ` m U -------------- - L-------- J L I I I z V 1 � ICL WIDEN FOOTING TO 42"x42"x16" 36"x36"x16"w/ s 4-#4' I I I CL 30" AND PROVIDE (4) w/4-#4's I I j I I I Q w m I I I #4's CONTINUOUS BOTH WAYS L J BOTH WAYS l f- -I - -' � � I I I I L IL I II I I � I I II I I I III II I i 2-51-91117'-10" 71-511 7'-5" 7 I I IL U 7— -1 24"x24"x16" 8 U BOTH WAYS U SEE DETAIL 6/FDD 17'-10" I 3 I � I @GARAGE DOOR OPENING _ - - - - _ _ _ — _ — = — � � — � L- - - - - - - - - - - - - -1 i I Z II ] Z WIDEN FOOTING TO 42"x42"x16" I I I W AND PROVIDE (4) 8 36 x36 x16 / #4's CONTINUOUS �� w/4 #4's w 444's ] p BOTH WAYS BOTH WAYS O i >- d. - - - - - r- r _ - - I O Q Z Z �- - - - - - - - - - ---I �- s - - - � � r- - - - - - - - - - — I - - - - - - - - - - -- - - —�� I ' I L — — F I I z0 � I I I I I 8I L - - � �[ ❑ U Q A I I 3 I l0 Q 7 I 6'-2„ I � I 18'-4" '- I 15._ �� I 16 11 111/2 i Z Q Z I I I � III o L- - - ► - - - - � I � I W �-, Q > ] 1 I I I I 8 9" 1 I I III 2'-71/2" III I Li. REVISIONS III III 8 11 ------------------------ ----------------------- -— - — --------- --——-------= -— .------------ I _ DESIGNED BY: BAM DRAWN BY: BCW CHECKED BY: BAM 4 JOB NUMBER J7500 SHEET FD 1 PROJECT ENGINEER ,A`�ti�►A.i tA4,�®�i NOTE: THIS PLAN IS TO BE USED FOR NOTES: 6�0 FOUNDATION _ STRUCTURAL FOUNDATION REQUIREMENTS O Y. REFER TO DETAIL O REFER TO DETAIL 2/FDD �3 ALL FLATWOR CONTAINED WITHIN THE BEARING FOOTINGS 4 SAWCUT FLAT WORK IN 15'x15' O CERTAIN EMBED STRAPS O FOR CHASE PENETRATIONS OF INTERIOR OR EXTERIOR SEE SHEET .. T OF r'4U PLAN AND INTERIOR BEARING FOOTING 1/FDD FOR ALL FOR ALL EXTERIOR SHOWN TO BE A 4" CONC. SLAB REINFORCED W/ EITHER 6x6 O GRID, 1 DEEP WHILE CONCRETE REQUIRE ADDITIONAL FOOTINGS D FDD FOR , w EEPEN THE FOOTING THE,DEPTH OF THE ,<. .,•� LOCATIONS. REFER TO THE ARCHITECTURAL EXTERIOR PERIMETER PERIMETER FOOTINGS 10/10 WWM R FIBERMESH ON 6 MIL VAPOR BARRIER OVER IS WORKABLE (WITHIN 12 FOUNDATION PENETRATION. FOR CHASE PENETRATIONS OF FOUNDATION DETAILS °'°°;; '....... �;��,® SCALE: 1/4"=1'-0" PLAN FOR SLAB DIMENSIONS. FOOTINGS. WITH CURB/PEANUT WALL. TERMITE TREATED, CLEAN, COMPACTED FILL. HOURS OF PLACEMENT). REINFORCEMENT. STEMWALLS, GROUT SOLID AROUND CHASE. .11, lil�l 4/ 15/ 1 5 4. CONCRETE CURB TO BE BUILT UP M�V� IN GO WE TRUST CENTER FOOTING ON LOAD OPTIONAL CONCRETE SILL TO BE TO FINISH FLOOR ELEVATION 0 BUILT UP TO FINISH LOOR (MAX HEIGHT=8"). BEARING WALL ABOVE. ELEVATION (MAX WIDTH =6", 6„ N MIN CN CN 0 MAX HEIGHT= 8"). 4" CONCRETE SLAB 4 CONCRETE SLAB n w N 00 VARIES, SEE ARCH. I ' v if 8 MIN. VARIES ° GRADE _ ° ° ° ° ° { ° ° - ° 20” MAX. ° ° I I_=12" MIN I=III-1 II-III— _ _ _ _ =i1 —m=m� 8'� MIN. — 10 L a 00 =III=III= I-III_ GRADE _ _ I I—III-III= 20 MAX. ° 00 -III-III_, _1111=111= m °° : ° kIII-'' -III=12" MINI1-1 ° i ° =111=111=III_ II =' - 45°-I I-I I GRADE - 45° II �III��Ilis �C I I-III I I i-I I-i I i I -i I I -I 11- 1- 45 , 45 -11 I=1 I I-1 4 ONCRETE SLAB — — _ —„ — I I=111=° ° _ — ° _ _ Q. — — = ° _ �i I _ ° ° =1 I I=1 I I=1 I 112 MIN. I I _ -Tr_ — — = I I III: —I p �' III-III_ I-=II I=1 I t—III- -,�-m I I I=== I_ I I I=1 11= _I i hI 11-I 1 1-1 i I—I I I I I °. : III- $" -1 11=1 I I—I 1112" MIN. I—' — — I-III,-1 I I_ I-11-I I 11-1 11=1 I I_I i I-I i I -III° •° •a -i 11= 8 T t3� -I I LI i I- ITi-1 I-' -I I-_ I I-_ a i=i �• 11= i 1-1��-�I_ r �- CONTINUOUS 8" FOOTING PAD FOOTING SHOWN CONTINUOUS FOOTING S FOLLOWS: I I1-I i if I1=1 I i= I1-I I I-111=I I -. _-1I I- _j H {� w/(1) #4 or#5 CONT. BEYOND FOR BEARING POSTS. 1-STORY: 16" WIDE w/( ) #4 or (2) #5's OPTIONAL 8"x8" BRICK CONTINUOUS MONOLITHIC EXTERIOR OPTIONAL 8"x8" BRICK CONTINUOUS MONOLITHIC EXTERIOR _ L SEE PLAN FOR SIZE AND 2-STORY: 20" WIDE w/(_1) #4 or (2) #5's LEDGE w/(1) #4 OR#5 FOOTING AS FOLLOWS: LEDGE A (1)#4 B R#5 FOOTING AS FOLLOWS: I � LOCATION. CONTINUOUS. 1-STORY: 12" WIDE w/(2) #4 or (2) #5's CONTINUOUS. 1-STORY: 12" WIDE w/(2) #4 or (2) #5's C 2-STORY: 16" WIDE w/(3) #4 or (2) #5's 2-STORY: 16" WIDE w/(3) #4 or (2) #5's �- 4 MONOLITHIC PORCH EDGE DETAIL 3 MONOLITHIC BEARING STEP OWN DETAIL MONOLITHIC EXT. FOOTING DETAIL w/ CURBMONOLITHIC EXT. FOOTING DETAIL w 0 OPTIONS: STEMWALL DETAIL 4 OPTIONS: STEMWALL DETAIL 3 Cj-�. z < OPTIONS: STEMWALL DETAIL 2 OR ELEVATED MONO DETAIL 10 OPTIONS: STEMWALL DETAIL 1 OR ELEVATED MONO DETAIL 9 , F- U3 w A L0 Z 00 HEADER COURSE w/ 4" CONCRETE SLAB CHAIR BLOCK w/(1)#4 4" CONCRETE SLAB (1) #4 OR#5 CONT. OR#5 CONT. 4" CONCRETE SLAB 8" CMU w/#4 OR 45 VERTICALS @ EACH MAX PROJECTION OF CMU 0 SEE DETAIL 1-STEMWALL =a- T— VARIES, SEE ARCH. 1- 00 CORNER, EACH SIDE OF EACH FOOTING ABOVE SLAB = 16" S FOR WALL REQUIREMENTS °I = I1=11 ELEVATION CHANGE AND 48" o/c 6 CHAIR BLOCK w/(1)#4 `� w Ii f."--PAD FOOTING SHOWN a 11 III-1 I1= THEREAFTER. BEND MIN. 12" INTO HEADER 4" CONCRETE SLAB I I-I T s� 11=III=11 =i 11 -III=1 _ 8 CMU w/#4 OR# VERTICALS @ Ia OR#5 CONT. �` (; J BEYOND FOR BEARING POSTS. =1I1=111=111 = = EACH CORNER, EAC SIDE OF EACH COURSE. GROUT REINFORCED DELLS SOLID. ' 11 li 111= 8 CMU w/#4 OR#5 VERTICALS @ ii (II I I) II SEE PLAN FOR SIZE AND I I-III-III- I,- =1I1=1 FOOTING ELEVATION CHANGE AND _ E �` 11 I I1=111=_ 11 _ EACH CORNER, EACH SIDE OF EACH LO GRADE =III=III=III _ _ III=1 _ t: LOCATION. ; �I I I� I a I1=1I 48° o/c THEREAFTE . BEND MIN. GRADE_ _ _ 'I I-1)I GRADE II I I1=1I I- FOOTING ELEVATION CHANGE AND 17=111 III III 12" =1 a II =1 I A . I I1= I _ — 12 - '1IEI I1. 4$ o/c THEREAFTER. BEND MIN. M 12 INTO SLAB. GR UT I I—I I I—III-III_ —I I 11 111-1 -I 4i= I =111= 12�� --i_ IE t-III,I I =I I I.MIN. 10"I I =.a I I-III : -10"I I I I-I I 11 _ 1=I I LMIN. 10" J - -III-I _ =1, I-1 I I-1I I I .a' I I III: a - " _ 12 INTO SLAB. GROUT l_ REINFORCED CELLS OLID. I=11 =11 111_ I I,;I I1 111=111.MIN. 10 I I .°° 11=III= W I_ 11 -11 1. I 111� - I I I I -I I I I-I REINFORCED CELLS SOLID. —1 1=III= I`-1 ' —I I_Ill_ I I_I I I_—.I- I ' III 1- �_ _ - A Q- -I I I=11 I -I I=1 I=1 I—I U FOLLOW DETAIL 1-STEMWALL REQUIREMENTS CONTINUOUS STRIP FOOTING S FOLLOWS: -111=III=''' I I1111111111�I'''II L CONTINUOUS EXTERIOR STRIP FOOTING AS FOLLOWS: CONTINUOUS EXTERIOR STRIP FOOTING AS FOLLOWS: U 1-STORY: 16" WIDE w/(2) #4 0 (2) #5's 1-STORY: 16" WIDE w/(2) #4 or (2)#5's 1-STORY: 16" WIDE w/ (2) #4 or (2) #5's L 2-STORY: 20" WIDE w/(3)#4 0 (2) #5's 2-STORY: 20" WIDE w/(3) #4 or (2) #5's 2-STORY: 20" WIDE w/(3) #4 or (2)#5's �_. (FOR BRICK VENEER, ADD 4" T FOOTING WIDTHS SHOWN) (FOR BRICK VENEER, ADD 4" TO FOOTING WIDTHS SHOWN) (FOR BRICK VENEER, ADD 4 TO FOOTING WIDTHS SHOWN) (� ` ' L.! 4 STEMWALL PORCH EDGE DETAIL (MAX. 5 COURSES) _ STEMWALL BEARING STEP DOWN DETAIL STEMWALL DETAIL w/ CURB (MAX. 5 EXPOSED COURSES STEMV1/ALL DETAIL (MAX. 5 EXPOSED COURSES) Q Z OPTIONS: MONOLITHIC DETAIL 4 OPTIONS: MONOLITHIC DETAIL 3 OPTIONS: MONOLITHIC DETAIL 2 OR ELEVATED MONO DETAIL 10 W OPTIONS: MONOLITHIC DETAIL 1 OR ELEVATED MONO DETAIL 9 Z M CONTACT E O.R. FOR STEMWALLS OVER 5tEXPOSED COURSES "' M W CONTACT E.O.kl OR STEMWALLS OVER 5 EXPOSED COURSES — U m m s 41 — m Z p! Q F_ mQQ W J. p STEMWALL FOUNDATION UP Q � MONOLITHIC Q TO 2-COURSES FOUNDATION ❑ N ❑ 4" CONCRETE SLAB SLOPE FOR DRAINAGE OR \ — j PROVIDE 3/4" RECESS. ❑ L ° ° - °_ STEP LOCATE ONE#4 OR -12"°MIN. ° r °=III=III= ° . : ° 45°= Y U _ #5 REBAR WITHIN 'n Q - �45 ° -_ 45 -_ , ° 4 I -III= W � - — — — °- °° �... .. ° HATCHED AREA. p s u °I I—III Q " III=1'� III-1 I 1=1 I 1=1 I i I i l I _45 =1 I_I=1 CONTINUOUS FOOTING AS FOLLOWS: _ STEP + 2 iII=III III-111- I'=1 - -1111' o 4 III ''11i I I_I I I=1 I'- ''1=1 I I-1 11=1 z =1 i t-1 11-III- I-I W �-'- 1-STORY: 16" WIDE w/(2) #4 or (2) #5's � " -III-1�!I11- 2-STORY: 20" WIDE w/(3) #4 or (2) #5's CONTINUOUS FOOTING w/ (1) (1) STHDI4RJ @ EA: _ (1) STHD14 @ EA. END OF � � � ] O #4 or#5 CONT. END OF WALL WALL. IF GARAGE CURB LL p V.. EXCEEDS 8", USE STHDRJ's INTERIOR BEARING FOOTING DETAIL NON-BEARING STEP D $ O N DETAIL 6 T �ICENED EDG�E@�G RAGE OPENING C EMBED STR'l APS) @GARAGE OPENING DETAIL REVIsioNs `� DETAIL IS ONLY REQUIRED WHEN SPECIFIED ON PLAN. 4x, FOR-STEMWALLS OVER 2-COURSES OR MONO CURBS OVER 16", SEE DETAIL 11. DETAIL 11 MAY ALSO BE FOLLOWED IF EMBED IS NOT PROPERLY INSTALLED. DESIGNED BY: BAM FINISH FLOOR ELEVATION (1) #4 or#5 CONTINUOUS (1) #4 or#5 CONTINUOUS : DRAWN BY: BCW EXPANSION JOINT @ 3 FROM TOP. 6"MIN. CONCRETE CURB TO BE BUILT UP @ 3" FROM TOP. ELEVATION OF POOL DECK TO FINISH FLOOR ELEVATION 4" CONCRETE SLAB CHECKED BY: BAM #4 or#5 VERTICALS @ (MAX HEIGHT=30"). #4 or#5 VERTICALS @EACH fill48 o/c BEND INTO _ CORNER, EACH SIDE OF ELEVATION 11 FOOTING & LAPPED 6" 11 4" CONCRETE SLAB I ° CHANGE, & 48 o/c THEREAFTER. � Ii ° i �f�-fff=TfF JOB NUMBER II WITH UPPER STEEL. 11 BEND MIN. 12" INTO SLAB. 8" MIN. all 4i51�iIl�llllliil 48"' AX. I I I '' J 7 5❑❑ II _ _ 11 IIIII MSTCM40 w/(14) I _ _� ) 1/4"x2-1/4" TITENS TO GRADE _ �I I1=111=111= POOL DESIGN BY OTHERS -_ CMU/FOOTING AND 26 -� - - I I�II I I;° 11 ° 45 "'-"'-' GRADE - _ - i� . I1=1 ° 1 ( ) VIII-111-111.12" MIN II- _ ° .I�_. - - II IiII: I, III= SHEET 45 16d SINKERS TO FRAME. 111-III-III-1 1-Iii. .III III= g0 III=III 11112 MIN:,I I- I I=1 r -111— I — 11-i =1 1 „I I i, :� a. I I I- I 11=1 I I_11=1 FDD 1.1=111- I1-_ III_ TYPICAL LOAD BEARING I I I-I I f 11=111= I1=1 11=1 I f I I-III= I 1=1 FOOTING, STEMWALL 4. ,l OPTIONAL 8"x8" BRICK CONTINUOUS MONOLITHIC EXTERIOR OPTIONAL 8"x8" BRICK CONTINUOUS MONOLITHIC EXTERIOR SHOWN, MONOLITHIC LEDGE w/(1) #4 OR#5 FOOTING AS FOLLOWS: APPLIES AS WELL. CONTINUOUS. 1-STORY: 12" WIDE w/(2) #4 or (2)#5's LEDGE W/ (1) #4 OR#5 FOOTING AS FOLLOWS: CONTINUOUS. 1-STORY: 12" WIDE w/(2) #4 or (2) #5's PROJECT ENGINEER 2-STORY: 16" WIDE w/(3) #4 or (2) #5's 2-STORY: 16" WIDE w/(3) #4 or (2) #5's A. TYP. FOOTING IN PROXIMITY TO POOL OPTION TO EMBED STRA MONO DETAIL w/ ELEVATED CURB ,®� -•••;,�C "s •.;�.�'-,, ELEVATED MONOLITHIC EXT. FOOTING DETAIL :�- THIS DETAIL APPLIES TO ALL PROJECTS WHERE FOOTING DETAIL TO BE USED WHEN NEEDED AS REFE ENCE TO DETAIL 5 10 9 64010 • IS IN PROXIMITY TO POOL. m TE OF ✓Ise• • 0 R•,® . >>rsl0�A� E�®� 4/ 15/ 15 tic,,, ROOF SHEATHING , r p PANEL TO BE APPLIED WITH LONG DIMENSION PERPENDICULAR TO TRUSSES/RAFTERS INTERIOR ZONES END ZONES SIZE ZONES 1 & 2 ZONE 3 IN GOD WE TRUST 8d RING SHANK 8d RING SHANK EDGE FIELD EDGE FIELD 7/16" 6" o/c 12" o/c 4" o/c 4" o/c 2x PLATE ATTACHED TO EACH PERPENDICULAR71:1 F�lI) � INTERSECTING TRUSS OR TRUSSES OR BLOCKING WALL SHEATHING I NG LLJ N Lo coo BLOCKING w/ (2) .131x3" PER DETAIL A/FRD. M ' NAILS. T_ SIZE SW 2 8d COMMON O Q 0° PORCH SHEATHING PER PLAN GYPSUM WALL/CEILING CALLOUT (� t EDGE FIELD LC O) 2x WALL STUDS @ 16" o/c BOARD. � ' 1 SW6 6" o/c 12" o/c O 7/16" RATED SHEATHING HEADER PER PLAN. 7/16" _j X ATTACHED TO EACH PLATE 2x WALL STUDS PER PLAN. (TOP & BOTTOM ) w/8d SW4 4" o/c 12" o/c � Q SW3 3" o/c 12" o/c ' LL- 1. EXTERIOR STUCCO FINISH REQUIRES (D z NAILS @ 6" o/c. w 7/16" ONE OF THE FOLLOWING: ATTACHED RATED SHEATHING a. 7/16" SHEATHING GRADE ORIENTED Fr f j ATTACHED TO EACH PLATE WITH THE LONG DIMENSION w � (INSIDE & OUT) w/8d NAILS PERPENDICULAR TO THE WALL STUDS. 0 @ 6" o/c. b. 15/32" SHEATHING GRADE. w C. 7/16" STRUCTURAL 1 GRADE. z 2. ALL EXTERIOR WALLS NOT LABELED z U) DETAIL A/F R 1 TO BE CONSIDERED SW6. w ' POCKET S.G . D. HDR DETAIL WINDOW SILL/HEAD ATTACHMENT o � � � OPENING WIDTH ATTACHMENTIt 00 ----_-- 0-11' (4) .131x3"TOENAILS 11'-16' (6) .131x3" TOENAILS r----------- ' '� \ ' jo�� i� ® ® �� --� BALLOON FRAME __- -� =�1 -�_ - - --- --- -- ---� WALLS w/2x6 STUDS - - --- --- - --; HEADERS T--- @ 12" o/c. I (2)2ff'1/2 o, I I I , (2)2x 1/2 i , (2)2x6-1/2 I I 2 2x8-1/'. - �I I I w/OP . FIRE ACE) TI=r=-==�-i # OF PLIES NUMBER OF KING U L 2x6-1 2 L- 2 2x8-1 - ' 2 2x -1 2 1 t j NOMINAL SIZE OF STUDS EACH SIDE • l i l J I I BM1 i I HEADER (#2 SYP) (RAISED HDR IF U I I I ____-_ 3 ly 2x6- NIS N I NUMBER OF JACK LABELED "RSD". Q ------ POST I I III STUDS EACH SIDE I I I x7- H i l i I I I 4ply 2x POT 3pl �x6'sRO�T I I r I l m i III @ RDER BEAM. LL i t N i l l JI U ' STUD WALL LEGEND Q I I `� I.. It cc , , v , I I I N 11 1 2x8 #2 S LEDGER I I I U I I i III TTACH I TO BOTTOM \ N i -TU 2x4#2 SPF @ 16" o/c. U W I I I I tCfR � x NAfL �Y1 2x4#2 SPF @ 12" o/c. Z W �3&Ek�€A€H=TR- _ ' « I L.L,I i I , ui INTERSECTION. 2x6#2 SPF @ 16" o/c. 6x6#2 SYP PT POST I't`"t v I I I U _ @ PORCH HDR w/ I i I 'It I > � \� j I I ® = 2x8#2 SPF @ 16" o/c. J (1) ABU66 @ BASE. i I I Iit I -' f ' _J c� I = OTHER, SEE PLAN r•�/ -- --- -, .moi Z LL. I I I m FR1 X I I I W Q I > I 111 i m - 3 lyi�x6 NW I cv = - I END-ZONES I - a ��L)2x6�1/1 �;, I I POST I I , Q 7 I I -�I --- a I CORNERS IDENTIFIED & d= I I I I - II I, II I II �I 1��I I I I I I I I I I I w p r- I lo� O Z �t I II I I j h h 11 h 11 �I II / I I I I I I I I I I I 2x6 POST I I I DIMENSIONED INDICATE I I p I r� I w I WALLS SEGMENTS WHERE ® O -� •--� --I GIBBER: "-' 1 1 , .I N END-ZONE PRESSURES SHALL rrnn i tet=- I q q II I II II 13piy 16 END I I ' APPLY TO COMPONENTS & 4-5 U o- q II l y 1 2 26_1 11 I I I I I 2x -1/2 I CLADDING. ALL OTHER AREAS I III I 1 O / ( 2x12- 7 0 ___ I I I I I I P T• I � O /3 3)2x1 X2/3 i __ _ __ ___ _ _ --- _� -_- --- _ MAY USE INTERIOR-ZONE Y C:U r2x6 #2 YP LE GER _-- -^ -- ��®t Z PRESSURES FOR ' r i I iATTACHED TO EACH COMPONENTS & CLADDING. O r- J I TRUSS VERTICAL w/ 4ply 2x6 PO Fly 2x OS j i t I (5) .131x3" NAILS. • • Z � @GIRDER. -- I@ GIR ER. \ / I `� GARAGE DOOR D.P. GARAGE DOOR D.P. COMPONENTS & CLADDING +21.7/-24.4 PRESSURES Q i 02x4- /21 (2)2K,5 LL WINDOW AND DOOR Q i i °,\ j L� II \j I -- -- -_ J DESIGN PRESSURES REVISIONS j j N w i FRAM i / �, OPENING SIZE OR INTERIOR END I I o 'ji EQUI E i // '' TRIBUTARY AREA IN ZONES ZONES _ ply 2 POST 1 I� SQUARE FEET I I O w i 1 1 \` I ' z N I i� I I ' / 11 111 @ GI DER. I II I M (-) (+) (-) __ ' \le I - =_= - �\ I I I u I 0-20 25.6 27.7 25.6 34.2 z -- - I ' - 1-=--= _- -�__ _ I r-T- 111 I 21-50 24.5 26.7 24.5 32.1 2p1y2x6 _ --- == k BEAM SCHEDULE _ i I I 51-100 23.0 25.1 23.0 29.0 JACK POST. I m I I i fill B • BM1 3ply 1-3/4"x20" LVL(2.OE) 101-200 21.7 23.8 21.7 26.7 201-500 20.6 22.8 20.6 24.3 DESIGNED BY: BAM i N i - I II I FR2 r'4 _� _ -- - -- -j -- --- -- I > 500 19.1 21.2 19.1 21.2 DRAWN BY: BCW I I LL -- -- i a 1 , I I t II I CHECKED BY: BAM Q i�pl 2x6 P S I�, � I II I � I I GIRD (2)2�C4-1/2 (2)2 4-1/2 w O x6- _ N 2 ( )2 -1/2 w, (2)2 -1/2 JOB NUMBER _-=- SHEET F R PROJECT ENGINEER ®xwj9ufitl/,11 r 4.•°•\CEN3°°°� ��•� .9 1st FLOOR , 0 6 10 FRAMING PLAN � '' S �w SCALE: 1/4"=1'-0" -4.0•R•�'�� 4/ 15/ 15 I ROOF SHEATHING I PANEL TO BE APPLIED WITH LONG DIMENSION PERPENDICULAR TO TRUSSES/RAFTERS INTERIOR ZONES END ZONES SIZE ZONES 1 & 2 ZONE 3 IN GOD WE TRUST 8d RING SHANK 8d RING SHANK EDGE FIELD EDGE FIELD 7/16" 6" o/c 12" o/c 4" o/c 4" o/c WALL SHEATHING � ® o cO co SIZE SW z 8d COMMON O < CALLOUT EDGE FIELD 1 SW6 6" o/c 12" o/c O 0 ' 7/16�� SW4 4" o/c 12" o/c LL SW3 3" o/c 12" o/c Z LL 1. EXTERIOR STUCCO FINISH REQUIRES w ONE OF THE FOLLOWING: z � a. 7/16" SHEATHING GRADE ORIENTEDU) WITH THE LONG DIMENSION w D PERPENDICULAR TO THE WALL STUDS. 0 b. 15/32" SHEATHING GRADE. -D c. 7/16" STRUCTURAL 1 GRADE. z < 2. ALL EXTERIOR WALLS NOT LABELED z C) TO BE CONSIDERED SW6. X1.1 ' WINDOW SILL/HEAD z CO ATTACHMENT o __ -_--- OPENING WIDTH ATTACHMENT Z d ® ---- ® (2)2x4-1/1 0-11' (4) .131x3" TOENAILS 0 0 11'-16' (6) .131x3" TOENAILS CL , e u II Q ® II Z _ : HEADERS LO Tl ._-----__J 1 (2)2X6-1/2 SEAT ANGLE INTO HEADER 48" PER PLAN. HORIZONTAL MIN. I ' #OF PLIES LNUMBER OF KING FT 3/4"x8" LAG 1-1/2". SCREW. i I NOMINAL SIZE OF STUDS EACH SIDEX, I I HEADER (#2 SYP) (RAISED HDR IF3" MIN. Ir NUMBER OF JACK LABELED "RSD". 4„ - I� STUDS EACH SIDE 6x6#2 SYP PT POST I I @ PORCH HDR. I I I I U LAG ------- �---------------- 3/4" STUD WALL LEGEND S REW. I t - - - -- - - - STUD ' � II II It II II II II II h h II h i h 4 II , I I I II II II II 11 II 11 II II II II it II it II ■ = 2x4#2 SPF @ 16" o/c. W MATERIAL I. I I it II II It II II II II II II II II II II II 2 SYP PT. I ® = 2x4#2 SPF @ 12" o/c. „ „ _ - 'I II h II h h II II Ii h h h h h h 4 R'4 4 5 8x10 LAGI( ) / ITI �- -i �- IIII - 2X6#2 SPF 1 " 2x6#2 SYP LEDGER a SCREWS SPACED SEAT ANGLE i i - _- _� _ � 'T EVENLY. Itt N IIII ® - @ 6 o/c. 0 U [n INTO VERTICAL IIII - 2x8#2 SPF 16" o/c. ATTACHED TO EACH TRUSS . 2x6#2 SYP'PT FLOOR JOISTSLL VERTICAL w/ (3) 1/4"x3 1/2 "@ 16" o/c w/LUS26 MIN. 1-1/ ". „ � = OTHER, SEE PLAN SDS SCREWS. HANGER TO LEDGER. 3/4 x6 LAG SCREW. I I Z -- IIII _ [n <( Q PROVIDE MIN. 3 1/2" I I _ IIII END-ZONES 6x12 FLOOR BEAM 4ply 2x6#2 SYP I I I `� J U POST @ EACH I I II i LL L RACKET. I I II I i � ❑ f f B t I II I ,"N DIMENSIONED INDICATE RNERS IDENTIFIED & ®�al ❑ Q 0 Z _ _ ______________ t ❑ J ] J Y� WALLS SEGMENTS WHERE � `, I i c I i - ] L =_ 1 4/0- END-ZONE PRESSURES SHALL 4,-S„ C9 UI a - APPLY TO COMPONENTS & ® 7 ❑ DETAIL C/FR2 I I ------ i /I Ii CLADDING. ALL OTHER AREAS L rn I I �r, III MAY USE INTERIOR-ZONE m O U u I I I I PRESSURES FOR W Q z COMPONENTS & CLADDING. �-- _J _ Ii ❑ I � I I I I ,� I i � I II ■ WOOD BRACKET, I I i I COMPONENTS W �'" 6x6#2 SYP PT PO & CLADDING Q I I ST SEE DETAIL B/FR2. III @ PORCH:HDR. ..J PRESSURES = ❑ ° B � WINDOW AND DOOR I'- J IL o Li. DESIGN PRESSURES OPENING SIZE OR INTERIOR END REVISIONS (2)2x4-1/1 I I (2)2x4-1/1 (2)2x4-1 1 TRIBUTARY AREA IN D ZONES ZONES SQUARE FEET (+) (-) R (-) 0-20 25.6 27.7 25.6 34.2 - 21-50 24.5 26.7 24.5 3 _ 2.1 51-100 23.0 25.1 23.0 29.0 101-200 21.7 23.8 21.7 26.7 201-500 20.6 22.8 20.6 24.3 DESIGNED BY: BAM > 500 19.1 21.2 19.1 21.2 DRAWN BY: BCW CHECKED BY: BAM 2nd FLOOR JOB NUMBER DETAIL B/FR2 J7500 SHEET FR2 PROJECT ENGINEER r t� 64010 ®M � r FRAMING PLA ��* N o. A .� , • 0R �p . SCALE: 1/4"=1'-0" ,, S.•••....• ®e®v i O NAL.E ae 4/ 1 5/ 1 5 I NAIL ROOF SHEATHING NAIL ROOF NAIL ROOF NAIL ROOF TO TOP CHORD OF SHEATHING TO TOP SHEATHING TO SHEATHING TO <4" TRUSS w/8d NAILS @ CHORD OF TRUSS w/ TOP CHORD OF TOP CHORD OF ATTACH SHEATHING 3" o/c. 8d NAILS @ 3" o/c. TRUSS w/8d �___._ TRUSS w/8d TO BLOCKING WITH ROOF SYSTEM ROOF SYSTEM i t I I I I I I NAILS @ 3" o/c. 11 NAILS @ 3" o/c. o/c 8d EDGE 2x4#2 SYP ROOF SHEATHING I I I I I I 2x#2 SYP I I 1 1 !j ENGINEERED iII tII III IIII III III NAILING SPECIFIE BLOCKING. (SEE FR SHEETS) ENGINEERED ENGINEERED ON PLAN. CONTINUOUS FROM ROOF SHEATHING ROOF TRUSS. 70P PLATE OF 7/16" THICK( .) SEE FR SHEETS) IN G ❑ D WE TPUST ROOF TRUSS.ATTACH EACH BRACE . . SHEATHING ENGINEERED TO TOP/SILL PLATE w/ SHEATHED-WALLTO I I ATTACHED TO (4) .131x3" NAILS. i ADJACENT TRUSS. 2x4#2 SYP NAILER II I _ ATTACH EACH 2x MUST MATCH OR I NAILER, TOP PLATE I I i I i I I I EXCEED LENGTH OF ATTACHED TO I I AND BLOCKING w/ I I TOP PLATE (SEE NOTE A TOP PLATE �� BRACE TO EACH I �-2x4#2 SPF LEDGER NAIL TRUSS I SHEATHED-WALL. TRUSS BOTTOM I gd NAILS @ 3" o/c. ATTACH SHEATHING FOR STUCCO FOR ADDITIONAL TOP PLATE (SEE NOTE A -TOP PLATE a TRUSS BOTTOM rte-' ATTACHED TO TRUSS BOTTOM CHORD CHORD w/ .131x3 TO UPPER TOP FINISH. PROVIDE FOR ADDITIONAL w {� co CHORD w/ (3) i i w/ (4) .1310' NAILS @ TO 2x BLOCKING �- NAIL 2x BLOCKING TO NAILS @ 3" o/c. ATTACH B.C. OF PLATE WITH o/c 8d 2x BLOCKING @ NAILING REQUIREMENTS NAILING REQUIREMENTSf5 I- 04 00 - .131x3" TOENAILS. EACH INTERSECTING w/ .131x3" NAILS TOP PLATE w/.131x3" TRUSS TO TOP EDGE NAILING 16" o/c FOR 15/32" AT SW3/SW4 SHEAR ( AT SW3/SW4 SHEARcy) 4 TRUSS MEMBER. USE @ 3" o/c. NAILS @ 3" o/c. PLATE w/ .131x3" SPECIFIED ON PLAN. SHEATHING WALLS) ) WALLS) 9 00 2x4#2 SYP BRACES @ WHEN BOTTOM TOENAILS @ 3" o/c. APPLIED 11.25" MAX. INTERIOR WALL ❑_ N' 12" o/c ALONG WALL CHORDS ADJACENT TO 16" MAX. VERTICALLY. EXTERIOR WALL INTERIOR WALL EXTERIOR WALL STUDS- SEE STUDS - SEE FRAMING PLAN STUDS - SEE STUDS- SEE LENGTH. WALL ARE AT DIFFERING HEIGHTS. FRAMING PLAN FRAMING PLAN 0 00 I FOR FRAMING PLAN FOR SIZE I FOR SIZE FOR SIZE � WALL SHEATHING WALL SHEATHING OPTION #1 OPTION #2 OPTION #3 OPTION #4 OPTION #5 (SEE FR SHEETS FLOOR SHEATHING LL SHEATHEDWALL TIE-IN TO ADJACENT TRUSSES SHEATHED WALL TIE-IN TO SHEATHED WALL TIE-IN TO SHEATHED WALL TIE-IN TO EXTERIOR WALL- HIGH HEEL ) (SEE FR SHEES) OVER ADHESIVE PARALLEL EACH SIDE (PREFERRED) ADJACENT PARALLEL TRUSS ADJACENT PARALLEL TRUSS TRUSS DIRECTLY ABOVE WALL HEEL GREATER THAN 6" IN HEIGHT z SHOE PLATE Yf A FRD SHEATHED WALL TIE-IN DETAILS ROOF TRUSSES -SHOE PLATE SHOE PLATE -SHOE PLATE / ( ) = = = w -�-��-FOUNDATION - SEE FD SHEETS -rZr�- 2x4 PLANK ORIENTED y �-TOP P LATE +� TOP P LATE CD NAIL FLOOR SHEATHING NAIL FLOOR BRACES @ 4$" o/c. TO TOP CHORD OF ATTACH FLOOR SHEATHING TO TOP ATTACH TO TOP CHORDS 1-STORY WALL SECTION z I TRUSS w/ 10d NAILS @ SHEATHING TO,2x4#2 SYP CHORD OF FLOOR w/ (4) 10d TOENAILS t� 3 o/c. PANEL E=DGE BLOCKING ) TRUSS w/10d FASTEN FLOOR DECKING WALL SHEAT ING FLOOR SYSTEM j WITH 10d NAILS @ 3" o/c. ATTACH FLOOR ATTACH EACH BRACE SHEATHING TO 2x4 NAILS @ 3 o/c. TO LATERAL BRACE w/(4) (SEE FR SHEETS) TO TOP/SILL PLATE w/ ,IEE BLOCKING #2 SYP PANEL EDGE 10d COMMON NAILS. Z 00 ENGINEERED (4) .131x3" NAILS. PANEL DETAIL BLOCKING WITH ENGINEERED EXTERIOR WALL INTERIOR WALL I 4 STUDS - SEE STUDS-SEE (� 10d NAILS 3 0 FLOOR TRUSS. M FLOOR TRUSS. I @ / c I e 2x4 A FRAMING PIA DIAGONAL N SHEATH FLOOR TRUSS ADJACENT I G L BRACE @ tt FRAMING PLAN .-. TO SHEAR WALL w/7/16" RATED I 48" o/c. ATTACH FLOOR SHEATHING TOP PLATE FOR SIZE Y FOR SIZE ATTACH B.C. OF DIAGONAL BRACE TO ATTACH EACH SHEATHING ATTACHED w/8d BRACE TO EACH NAILS @ 3" EDGE & 12" FIELD. ENGINEERED 7/16" RATED TRUSS TO TOP PLATE LATERAL BRACES w/(4) EDGE NAILING FIELD NAILING SIZE 2ply 2x (MATCH WALL STUD) FLOOR TRUSS. w/ .131x3 NAILS @ SIZE TRUSS BOTTOM BLOCK ALL PANEL EDGES. SHEATHING 3" o/c. 10d COMMON NAILS AT 10d COMMON 10d COMMON GRADE #2 SYP � Lu SHEATHING LENGTH TO MATCH ATTACHED EACH END. +� z CHORD w/(3) EXTEND WALL 23/32 6 o/c 6 o/c NAIL (2) ROWS OF .131x3" NAILS @ 12" o/c 131x3" TOENAILS. SHEAR WALL LENGTH. w/8d NAILS PATTERN STAGGERED (SEE NOTE A). SHOE PLATE SHOE PLATE P-- � @ 3" o/c. SHEATHING TO 2x4 PLANK ORIENTED --f- �-' L ADDITIONAL 2x4#2 SYP } FLOOR TRUSS TOP BRACES @ 48" o/c. MATCH SIZE, GRADE & QUANTITY OF ALL 2nd LAP MIN. 4$" w/(24) .131x3" NAILS IN LAP 2x4#2 SYP BRACES @ TOP PLATE ABOVE I ATTACH PANEL EDGE 2x4#2 SYP PANEL CHORD. ATTACH TO ATTACH TO TOP OF FLOOR MULTI-PLY STUD COLUMNS w/ 12" o/c ALONG WALL SHEAR WALL. ATTACH BLOCKING TO TOP EDGE BLOCKING TRUSS TOP/BOTTOM BOTTOM CHORD/FLANGE BLOCKING IN FLOOR SYSTEM AND w/ 1st FOUNDATION - SEE FD SHEETS LENGTH. TO TOP PLATE w/ ( " AT ALL PANEL FLOOR LEVEL STUD COLUMN, U.N.O. SHOE PLATE PLATE w/.131x3 CHORD w/8d NAILS w/(4) 10d NAILS. n .131x3" NAILS @ 3" o/c. TOENAILS @ 3" o/c. EDGES. @ 3" o/c. SIZE 2x (MATCH WALL STUD) EL ■ BLOCKING PANEL DETAIL NOTE A: TIGHTEN NAILING TO 6" o/c STAGGERED GRADE #2 SYP (PT ON CONCRETE) 2-STORY RY WALL SECTION ON D U OPTION #1 OPTION #2 OPTION #3 OPTION #4 AT ALL WALLS LABELED SW3/SW4 OR ATTACH NOTE: FASTEN 2nd FLOOR SHOE PLATE TO RIM ❑ SHEATHED WALL TIE-IN TO ADJACENTTRUSSES SHEATHED WALL TIE-IN TO TRUSSES SHEATHED WALL TIE-IN TO EXTERIOR WALL-TRUSS/JOISTS WALL SHEATHING TO UPPER PLY OF TOP PLATE. BOARD WITH .131x3" NAILS @ 8" o/c. ry PARALLEL EACH SIDE PERPENDICULAR TO SHEATHED WALL TRUSS DIRECTLY ABOVE WALL PARALLEL TO WALL LL B/FRD SHEATHED WALL TIE-IN DETAILS (FLOOR TRUSSES) K/FRD TYPICAL WALL SECTIONS [] Z W Q 2x8#2 SYP RIDGE. NAIL RIDGEENDSTO COMMON TRUSS&TRUSS TOP 1Z" � 12" _ W W CHORD OR BLOCKING w " ,� ,1 2x BLOCKING @ ALL ROOF SHEATHING PANEL EDGES RATED VINYL CEILING OVER 1x4#2 SYP OR 2x4#2 SPF �.�-; �" /(3) .131x3 TOENAILS. 12 Q M PURLINS SPACED AT 12 o/c AND ATTACHED WITH (2) WITHIN 4' OF END OF GABLE. LL.t BRACE TOP CHORD OF TRUSSES BELOW OVERFRA ING w/ t U _ 131x3" NAILS TO EACH INTERSECTING TRUSS. , ' 1x4 SYP PURLINS @MIN. SPACING DESIGNATED O TRUSS .: } IF DISTANCE FROM SUB 2x6#2 SYP BRACE. LOCATE @ PEAK, FASTEN ALL ROOF SHEATHING TO ALL FRAMING 13�// ENGINEERING w/ (2) $d NAILS PER INTERSECTING 'OP 1 , FASCIA TO 1st OUTLOOKER I--- LL 4 EACH SIDE OF PEAK, AND 6 o/c MEMBERS w/8d COMMON NAILS @ 4 o/c EXCEEDS 32" DOUBLE 1st CHORD. LAP SPLICES MIN. (2) TRUSSES. THEREAFTER. BRACE TO ATTACH TO WITHIN 4' OF END OF GABLE RAKE. z 2O MIN. 3/$" SHEATHING w/6" EDGE 12" FIELD 8d NAILING. x 21� MID-PT OF BLOCKING EACH END. 2x4#2 SYP OUTLOOKERS OUTLOOKER ONLY. m #2 SPF CRIPPLES @ 4 o c PER u.l Q Q BLOCK ALL UNSUPPORTED PANEL EDGES. ADD 2x4#2 SYP T-BRACE TO ANY „ SCHEDULE BELOW. A ACH TO BOLTS NAILS BRACE GREATER THAN 9' IN LENGTH @ 24 o/c (MAX RAKE = 24 o/c w/(1) H2.5T @ U - w/ .131x3" NAILS @ 6" o/c. EACH 70 TOP CHORD OR TOP PLATE. FASTEN RAFTER w/ (3) :131x3" AILS. 2" LL LL �3 MIN. w/ 3/8" SHEATHING w/6" EDGE 12" FIELD Sd 2x6#2 SYP SOLID SAWN (SYP) HEADERS OUTLOOKERS TO FIRST FULL HEIGHT TRUSS TOP CRIPPLE MAX HT. 2ply/3ply 2x- (2) ROWS OF 10d COMMONS. CHORD w/ (3) .131x3" TOENAILS. ADD 2x I ❑ Q ❑ f NAILING. BLOCK ALL UNSUPPORTED PANEL EDGES. RAFTERS @ I BLOCKING BETWEEN ALL OUTLOOKERS ABOVE I W I I ATTACH BLOCKING TO TOP OF EXTERIOR WALL TOP PLATE � 24" o/c. 2x4 11 �� 6t-3f''� _ i TOP PLATE/CHORD TOENAILED @ 6" o/c. � rn I &TO PORCH HDR w/ .1310" NAILS @ 6 o/c . 2x4 w/ 1x4 T BRACE 9 -10 SCL LUMBER (LSL, LVL, PSL) ❑ N U Q 2ply/3ply 1-3/4" (DEPTHS UP TO 11-7/8")- (2) ROWS OF 12d NAILS. �`- `-� ELEVATION VIEW \ 7u ❑ 2x4 w/2x4 "T" BRACE 11'-2" L I I ' 2ply/3ply 1-3/4" (DEPTHS 14" AND GREATER)- (3) ROWS OF 12d NAILS. ` , U rn I I SHEATH PORCH CEILING PER ' *ATTACH#2 SPF 'T"BRACE O CRIPPLE 2ply 3-1/2" OR 4ply 1-3/4" - (2) ROWS OF 1/2" BOLTS. Y 'n U i w/.131x3 NAILS @ 4' o/c. I I I I I I I GABLE END TRUSS. i i I I li W Q OPTION 1 OR 2, UNLESS NOTED II I Ii II OTHERWISE ON PLAN. I i I I I SLOPE TOP PLATE I I I r . . --� _ E/FRD B M/HDR CONNECTION DETAIL 2x4#2 SYP BLocKING @ I I I I 2x "L" BRACE @ TO MATCH ROOF I I I I ❑ (3) .131x3" TOENAILS @ BRACE LEG ATTACHED TO I I I I I I I I PITCH. I I I I I I Z G PORCH SHEATHING DETAILS 4 o/c MA CRIPPLE TO OP CHORD II II II 1 II VERTICAL WEBS JS ii II TOP CHORD w/(3) SPECIFIED BY DELEGATED I I I I W L > + OR BLOCKING BELOW. OPTION 1 .131x3" NAILS. II II II 1 II TRUSS ENGINEERING, II II II y II II (3) .13 x3" (1) SPH @LOWER t l I I 3"o/c 8d NAILS. TOENAILS TOP PLATE TO I I I I I I I I WHERE APPLICABLE. I I I I I I ❑ .I it II @ WALL SHEATHING I I II II -� ❑ LL NO HORIZONTAL DOUBLE END I I I I I I I • -.► I I JOINTS ALLOWED. RAFTER TO 2ply I I I I I I I POST. I I I I I I I I (SEE FR SHEETS) 3 o/c 8d NAILS. 2x4#2 SYP I I I I I I ATTACH BOTTO VALLE NAILER II II II II II II II II No HORIZONTAL ROOF TRUSS ..... CHORD OF GAB E JOINTS ALLOWED. ± TOP CHORDS. ATTAC ED TO � -----_ _____ REVISIONS -TRUSS TO TOP/SILL ----- ----- ----- ALL ATTACH LOWER TOP OPTION 2 ` I 3"o/c 8d NAILS. _ 3"o/c 8d NAILS. t INTERSECTING PLATE TO ADJACENT (1) C518 HORIZ. @ 2x6#2 SYP FLAT BLOCKING @ PLATE w/ .131x3" TOENAILS @ 6"o/c. IF CRIPPLE DOES NOT BEAR DIRECTLY TRUSS TOP WALL PER OPTION 1 OR LOWER TOP PLATE TO BRACE LEG. ATTACH TO EACH 2x BALLOON FLUSH HEADER DROPPED HEADER ABOVE TRUSS TOP CHORD, ADD 2x4#2 CHORDS w/ (2) 2. NOT REQUIRED AT 2x#2 SYP BLOCKING IN TRUSS BOTTOM CHORDS w/ EXTERIOR STUDWALL FRAMED STUDS, SPF BLOCKING BETWEEN ADJACENT .131x3' NAILS. CORNERS OR INTERIOR HIGHER WALL. (9) (4) .131x3" TOENAILS. PER PLAN SEE PLAN DROPPED OR PLATED PORCH HEADER SHEATHING OPTION TRUSS TOP CHORDS AND ATTACH w/(3) WALLS. 10dx1-1/2" NAILS EACH - 131x3" TOE-NAILS PER END. SIDE OF JOINT. PLATFORM FRAMED OR THIS DETAIL APPLIES TO PLATED PORCH HEADERS OR PORCH HEADERS BALLOON FRAMED DESIGNED BY: BAM SUPPORTING WALL FRAMING ABOVE. IF THIS DETAIL IS FOLLOWED, THE TOP F/FRD OVERFRAMING DETAIL G/FRD EXTERIOR PLATE HEIGHT BREAKS L/FRD TYPICAL GABLE END DETAIL SEE DETAIL 5/TDD FOR PLATE TO HEADER STRAPPING IS NOT REQUIRED AS SHOWN ON DETAIL 6/TDD. STRAPPING REQUIREMENTS DRAWN BY: BCW HEADER PER ATTACH SHEATHING TO UPPER PLY OF TOP PLATE w/3" CHECKED BY: BAM PORCH HEADER PLAN o/c 8d NAILING &TO HDR w/(2) ROWS OF 6" o/c 8d NAILS. PER PLAN PORCH HEADER NAIL LEAD KING STUD 70 JOB NUM PER PLAN BER ' • • • HEADER OR TOENAIL PER IF> 16", ADD SCHEDULE BELOW (1) MTS12 OR POCKET PORCH CRIPPLE STUDS (1) MSTA18 .131x3" NAILS @6"o/c J 7 5❑❑ @ 16 o/c. 2x LOCKING FO STRAP @EACH HEADER INTO KING TO HDR NAILING NOTCH PORCH HEADER I ATTACH HEAD ARC WINDOWS CORNER OF SHEET WALLAS SHOWN. SIZE .131x3 NAILS 3" AROUND TOP PLATE i ) TO JACK STUD w/ 2) .131x3" CHIMNEY TO AND POCKET INTO SCHEDULE ON NAILS/END. 2x4 (2) PER PLY WALL AS SHOWN. ) 2x6 (3) PER PLY RAFTER/TRUSS SUPPORT PORCH FR SHEETS. ATTACH SHEATHING TO " 2x4#2 SYP BLOCKING TOP CHORD FRD HEADER w/ (1) 2x PER APPLY EDGE JACK STUD(S)/HEAD & 2x8 (4) PER PLY BETWEEN TRUSSES OR 2x4 SUPPORT PORCH PORCH HEADER PLY. NAILING TO SI L PLATE w/NAILING 2x10 (5) PER PLY BELOW CHIMNEY BLOCKING HEADER w/ (1) 2x PER LEAD JACK STUD P ESCRIBED PER WALL 9-1/4" (5) PER PLY WALLS w/ (4) .131x3" BELOW. PORCH HEADER PLY. OPTION 1 NOTE: ATTACH SILL TO S EATHING SCHEDULE 9-1/2" (5) PER PLY TOE/END NAILS AT PROJECT ENGINEER OPTION 2 O FR SHEETS. ui WINDOWS I 2x12 (6) PER PLY EACH END OF °®,'tej1A111111e®o DOORS TO BE JACK STUD (NON-PLATED (PLATED PORCH HEADER) ATTACHED TO FRAMING SCHEDULE ON 11-1/4" (6) PER PLY BLOCKING 70 TOP w®`®°yp�N,,•IrN`!�'f�•+�� PORCH HEADER) MEMBERS IN ACCORDANCE FR SHEETS. Li CHORD OF TRUSS OR �a��,�.• �,eC stc'•..9�®ems w/APPLICABLE 11-7/8" (6) PER PLY RAFTER. ROOF TRUSS 0 6 10 MANUFACTURER'S 14" (7) PER PLY TOP CHORDS. INSTRUCTIONS. IF> 16", ADD 16" (8) PER PLY PORCH HDR / WALL INTERSECTION DETAIL CRIPPLE STUDS 18° 9 PER PLY00 :�'• O -.40R 9,�.• eo C/FRD PORCH DETAILS H%FRD TYPICAL OPENING DETAIL M/FRD CHIMNEY OVERFRAMING N/FRD EXTERIOR CORNER DTL °r � C ``'` 4/ 15/ 1S GENERAL NOTES (REFER TO DETAIL SHEET CSD or TDD FOR THE FOLLOWING) • TRUSS TO PLATE CONNECTION NAIL SIZE AND QUANTITIES. • HOLD-DOWN FASTENERS, ANCHOR IN G ❑ D WE TRUST DIAMETER AND EMBEDMENT. • VISUAL REPRESENTATION OF ATR AND STUBBIE PLACEMENT. • CONVENTIONAL STRAPPING DETAILS. uj>TRUSS TO PLATE � 41 o CONNECTION SCHEDULE f 100 (1) H2.5T @ EACH TRUSS TO TOP PLATE OR CL p 0 HEADER UNLESS DENOTED AS SHOWN Cc G� O) e 9 - Li. X u n Z , LL (1) H8 (1) MTS12 w 0 z OTHERWISE Z F- FOLLOW SPECIFIC CALL OUT ON PLAN Z) NOTE: ALL UPLIFTS HAVE BEEN LJJ :D CALCULATED BY ENGINEER OF RECORD. d UP LI FTVALUES REPORTED BY TRUSS ` SOFTWARE SHALL BE DISREGARDED. IF z� USING ALTERNATIVE CONNECTIONS w , THAN THOSE SPECIFIED, THE ATR's @ 5' o/c CONNECTIONS MUST EXCEED THE ,- CAPACITY OF THE CONNECTION IO ATR's @ 6' o/c - STUBBIES @ 24" o/c {- Jr-_ SPECIFIED ON THIS PLAN. Z 00 ATR's @ 6' o/c ATR's @ 6' o/c ATR's @ 7' o/c i i ® Nt S UBBIES @ 30 o/c1 �,, I GENERAL STUBBIE CL c� ----------- I I LOCATIONS o 0 __ SEE DETAIL 5/TDD (SEE DETAIL 7/TDD FOR ALLOWABLE �- _ -�-- _ -= 1 STUBBIE OPTIONS) DETAIL 5/TDD ' S SEE DETAIL 5/T D 39 39 I I I I I I I I I U � III S S I---- --� S ----- ATR L S I EACH SIDE SPECIFIC - -- --I=T=�== -j- -____= is (2) HTS20s@GIRDER 1 I j cm 1I 1 - -- S --I /�----��-i- _ �_ i� \\ -� j OF EACH S ECIFSPACINED LOCATIONS 1 11 0 L Z� THREAD ROD. I I I i I SHOE PLATE ON PLAN DENOTED BY -- _ ) HD THE SYMBOL-* I II L------- ----- (3) STA2 ' @ EN� I POST E OF i I 1 BREAK S n r, k G I R R TO ST. III uh.J I I I 1I I I I A U I I I u S 1 j I I II I iI IT IS ALLOWABLE TO ELIMINATE ❑ i LL u ° STUBBIES PROVIDED THAT ALL 00 o o THREAD RODS ARE PLACED AT� U ❑I 1 III v i r 1 i U THE STUBBIE SPACING SPECIFIED. U I I i I I i 1 i �nwM CO rrnn Q Z `1 U 1 I Jill I 1 I GENERAL FULL LENGTH W 1 X1 1 - /r \\ ) HDI BA E OF i Q N H Z Q m W F OST ATR LOCATIONS _ m - --- --- L-, I I U ALL THREAD RODS (ATR's)TO BE _ I I 11 I I x I /i I I III LOCATED AS FOLLOWS: _j a/ I I I III IFFv4 r I I I I I I I vv I I I IL.L I t IT it It \ 1 i i '" 1 SPECIFIED ON PLAN @SPACING Z I� i i II Ij II I -II -T-71 1 1 I I I I I I I I F 2. 3/8" ATR LOCATED WITHIN 2" OF ❑ Q Q 11 q 11 I1 h 11 i1 11 I I I I I I I I I 1 I 11 1 END POST OF ONE SIDE OF EACH U \ II 11 II I I I I I I I I I I I I T II it If 4 �I I I I I I I I I I I I 1 ) HD ( 1 BA E OF Q � EXTERIOR CORNER. LL 1 i 11 I I 11 q II li 1 II 1 I I I I I I 1 I I 1 1 E ROST I 3. 3/8" ATR LOCATED EACH SIDE OF f Q I = I- 11 II II 11 II Y I I I I I I I I I I I I I 1 I EACH PLATE HEIGHT CHANGE. _ __ ___ __ ___ __ _ __ ___ ___ __ ❑ Q Z till --I---- --- --- -- -T- --- --- --- --- 4. 3/8" ATR LOCATED THROUGH J n cm p I I I I _ --- I CENTER OF UPPER TOP PLATE SPLICE ❑ N ❑ !.� �' 1 O RYHPOSTw` 2)ALL L �� OR EACH SIDE OF UPPER TOP PLATE U i I S IPE TO POST w 2 ALL /i�I I ❑ THREAD RODS. mo (1) MSTA24 @HEADER SPLICE. i I (1) TT @ GIR ER I I 1 I- TO JACK POST w/(1) 5. SPECIFIC LOCATIONS DENOTED BY ❑ Z U THE FOLLOWING SYMBOLS: W Q I � ATR's @ 5' o/c T TR. ,�� i i 1 i STHD14 @BASE. i A = 3/8"ATR r . . -J ❑ 1/2 5/ 1 5/8It It ——— — — —— — — 15/8 1 I ATR - 1/2" ATR ❑ n Al R ATR s@ 5 ( /C ATR f I r 1 ATR - // 1 I I I I \ / 1 1 I �r='' I I 5/8 _ " a Z � L� f I I 1 ATR 5/8 ATR W L > I I I I I Ii I1 i i ii I I f_' Q ] W of , u --- f I I I I / 1 I n i __ --� �- i _ I _1 o � � _ NOTE: SPECIFIC ATR LOCATIONS �`�\ 1 -�- - 1 _ ❑ 1 i r - -_-- ----� SHOWN @ CORNERS OR TO SIDES OF AIR N I F_ _� r� OPENINGS TO BE LOCATED WITHIN 2" Ln L ❑ rr I OF END OR KING POST. I I w I m I /i 1 1 IIII REFER TO DETAIL 8/TDD FOR FULL � I \ // � i ` 1 I 1111 REVISIONS 41 1LENGTH ATR DETAILS. I tiM — I ATR U__ I 11 IIII I I � LL — I t u i __: jl I III 0 I iTT N II i i 1 ,� i II i DESIGNED BY: BAM AR w I I III i 1111 DRAWN BY: BCW S °m° I I 1 / 5/p - N ATR ; 1 5/8i -_ ATR / CHECKED BY: BAM 4 AR if =�T_= - _- - -- 11 H 1/2 5/8 -_--- 5/8 5/8 _-- 5/8 5/8 IL ATR ATR ATR ATR ATR ATR J O 6 NUMBER ATR's @ G o/c J 7 5 O O STUBBIES @ 24" o/c SHEET TD I Q 1St F LO 1 PROJECT ENGINEER A.A °,®® PN+•,• MVR o " I r TIE-DOWN PLAN y SCALE: 1/4" '-0" tai® SSa• R .•"� ,°°®. - J GENERAL NOTES (REFER TO DETAIL SHEET CSD or TDD FOR THE FOLLOWING) • TRUSS TO PLATE CONNECTION NAIL SIZE AND QUANTITIES. • HOLD-DOWN FASTENERS, ANCHOR IN G ❑ D WE TRUST DIAMETER AND EMBEDMENT. • VISUAL REPRESENTATION OF ATR AND STUBBIE PLACEMENT. • CONVENTIONAL STRAPPING DETAILS. 0) d TRUSS TO PLATE I_ o 0 co CONNECTION SCHEDULE , (1) H2.5T @ EACH TRUSS TO TOP PLATE OR 00 p � HEADER UNLESS DENOTED AS SHOWN (]c Cc m 0 O H8 • 0 LL. X n u LL. (1) H8 (1) MTS12 Z OTHERWISE Z I_ FOLLOW SPECIFIC CALL OUT ON PLAN w ::) 0 NOTE: ALL UPLIFTS HAVE BEEN W 5 CALCULATED BY ENGINEER OF RECORD. z <C UPLIFT VALUES REPORTED BY TRUSS � 1 SOFTWARE SHALL BE DISREGARDED. IF C j TDD USING THAN THOSE TSPE SIVE PECIFIED, ONS WCC , CONNECTIONS MUST EXCEED THE ----- CAPACITYSPECIFIEDF THE ON THIS PLAN ION d � CLIP PER PLAN -- I I 00 N (REFER TO DETAIL 5/TDD I I (1) MTS12@ GIRDER ;7� CV FOR GABLE CONDITION) p ��sT W/ (Iycs2 - GENERAL STUBBIE a. cco BASE TO BEAM-7 EAM LOW. ATTACH EVERY OTHER TD2 LOCATIONS ® It STUD TO TOP PLATE w/ (1) It (SEE DETAIL 7/TDD FOR ALLOWABLE I_ a-)TSP AND TO FLOOR GIRDER BELOW w/ (1) MSTA18. --_-__-_T STUBBIE OPTIONS) ' ---- --- w E TD2 I I LO EACH SIDEr SPACING SPECIFIC \ OF EACH SPECIFIED DENOTED BY SHOE PLATE FLOOR GIRDER ON PLLOCATIONS AN PER PLAN i i �! I BREAK THE SYMBOL-* S 1 LVITSI RDER O— U I I POST w/ (1) CS22 @ A z& zt ❑ U I I �=_ L C2"LR ER BELOW .c ❑ -TT -- IIT IS ALLOWABLE TO ELIMINATE I I II it II II II II II II II II II II II II II STUBBIES PROVIDED THAT ALL Z � I �II II II II II II II II II II I� II II II 11 II IT THREAD RODS ARE PLACED AT DETAIL D/TD2 I II II DA Ij I� II I II h II II II 4 4 II II THE STUBBIE SPACING SPECIFIED. U I I + II II II II II II II II II II II I I II II i I I I Q L9 W ---- --------- GENERAL FULL LENGTH Q ATR LOCATIONS z m W II - I I TD2--' --�:i � ❑ - rte- IIII ALL THREAD RODS (ATR's)TO BE U LOCATED AS FOLLOWS: IIII �i 1� 30E 3 1. 3/8" ATR's LOCATED @ SPACING Q/ II TDD SPECIFIED ON PLAN. ❑ 2. 3/8" ATR LOCATED WITHIN 2" OF W Q Q + _ __ _________ END POST OF ONE SIDE OF EACH J U \ 7 - ------------_ EXTERIOR CORNER. -_ 3. 3/8" ATR LOCATED EACH SIDE OF ❑ f�"' --� I I EACH PLATE HEIGHT CHANGE. ❑ ❑ 4. 3/8" ATR LOCATED THROUGH nn Y i i I III (1) MSTA18 @ EACH HEADER CENTER OF UPPER TOP PLATE SPLICE ❑ n, rrnn ❑ a- CLIP PER PLAN TO POST w/ (1) MSTA24 @ OR EACH SIDE OF UPPER TOP PLATE \ U BELOW.BASE TO FLOOR BEAM SPLICE. (REFER TO DETAIL 5/TDD I I �, 7 ❑ 5. SPECIFIC LOCATIONS DENOTED BY ❑ Z U Z FOR GABLE CONDITION) I I I III 'n I I I I I I THE FOLLOWING SYMBOLS: W - _-_--_-_ 3/8" ATR r . . --I ❑ ATTACH EVERY OTHER \ _ , III 1/2 A = 1/2"ATR STUD TO TOP PLATE r`�� ,, ATR H SHOE PLATE TO I I �, 5/8 - " ❑ AND SHOE PLATE w/TSP ATTACH _ LA i I I I ATR - 5/8 ATR W L , EACH INTERSECTING I I i, i I I II f-' FLOOR TRUSS w/(1) D {� �_ III III (1) MSTA18 @ EACH HEADER NOTE: SPECIFIC ATR LOCATIONS I ❑ J ❑ W 3/8"x5" LAG SCREW w/ TD2 i I I i I i I I TO POST w/ (1) MSTA24 @ SHOWN @ CORNERS OR TO SIDES OF n 2"x2"x1/8" WASHER(MAX i I I i I -- - BASE TO FLOOR BEAM BELOW. OPENINGS TO BE LOCATED WITHIN 2" SPACING @,24" o/c) � I LENGTH 1p OF END OR KING POST. ATR ATR _ Fl R ATR ATR ATR REFERATR DETAILS.Ai OR FULL REVISIONS 3 ATTACH EACH FLOOR FLOOR TRUSS TRUSS TO TOP PLATE TDD w/ (1) H8 `3 F DETAIL E/TD2 X DESIGNED BY: BAM 2nd FLOOR DRAWN BY: BCW CHECKED BY: BAM JOB NUMBER J 50❑ SHEET A TD2 } PROJECT ENGINEER �% A��iitltl!lII�I ®® M �1i No 64010 a w • a m TIE-DOWN PLAN _ ' �`1 " a �a SCALE: 1/4"=1'-0" °�,•o 4/ 15/ 15 (1) H8 OR (1) (1) H8 OR (1) MAXIMUM SPACING PER PLAN GENERAL NOTES TSP @ EVERY TSP @EACH Boom 1. ALL EPDXY CONNECTIONS TO BE MADE WITH SIMPSON "SET-XP" OTHER STUD STUD TO TOP PLATE (-1 2-PART EPDXY, INSTALLED PER MANUFACTURER's INSTRUCTIONS. n TO TOP PLATE n n 2. NAIL DIAMETERS: OEM I I I I I I i t (1) FULL LENGTH I I I I I I 8d COMMON = .131 I I I I 11 I I ATR WITHIN 2" OF I I I I I I 16d SINKER=.148 IN G ❑ D WE TRUST I I I I I I I I HEADER POST. I I I I I I 10d COMMON =.148 I I I I I I I I I I I I I I I I I I I I I i I I 16d COMMON =.162 I I I I I I I i t I I I I 3. IN THE EVENTTHE SHEATHING IS APPLIED PRIOR TO INSTALLATION 1 1 I I I I I i I I I I I I I I SEE FULL SEE FULL I I I I SEE FULL SEE FULL I i �, OF THE SPH CONNECTIONS SPECIFIED, IT IS ALLOWABLE TQ C'0J t� I LENGTH LENGTH I I I I LENGTH LENGTH I I \� I f I I I I SUBSTITUTE A SPHR OR MSTA24 w/(6) 10d COMMON NAILS EACH t� 00 ATR DETAIL ATR DETAIL I I I I ATR DETAIL ATR DETAIL I I I i I I I I SIDE TO STUD OR HEADER. USE 1-1/2" NAILS ON EXPOSED (N 00 I I I I I I I I I I � STUD/HEADER SIDE AND 2-1/2 NAILS ON SHEATHED SIDE. � °�$ I I I I I I I I I I I I I I 4. ATR MAXIMUM OUT-OF-PLUMB TOLERANCE: 1/4" PER FOOT OR 2" ' 00 I I I I I I I I I SEE FULL I I SEE FULL I I SEE FULL PER FLOOR LEVEL-WHICHEVER IS LESS. LENGTH I LENGTH I LENGTH 5. PROVIDE MIN. 2 EDGE DISTANCE FOR ALL 2x4 EXTERIOR WALLS I) I I I i I I I I I � ■ �� I I I I I I I I I I I I I PLATED CONDITION I I ATR DETAILI I ATR DETAIL I I ATR DETAIL AND 3" EDGE DISTANCE FOR ALL OTHER WALL SIZES. I i I I I I I I SHOWN. NOTCHED I I I I I I 6. WASHERS TO BE TOTALLY SUPPORTED BY TOP PLATE. I I I I I I I I I I I I I 0 ° HEADER APPLIES. 7. IN THE EVENT A COUPLER IS REQUIRED USE A LOW-CARBON STEEL i i t I I I I I I I I I I I I IL I I I I i t I I I I I I 1 1 COUPLER w/MIN. 5/8"THREAD ENGAGEMENT FROM EACH ALL I I i t I I I I I I I I THREAD ROD. ° LJ.. I I I I I I I I I I I I f l SEE. I I I I I I SEE I I I I I I I I STUBBLE I I I I I I STUBBIE DETAIL I I I I I I DETAIL � I I I I i t I I I I i i I I D I I I I I I I I I I I I I I W j I I i I I A PORCH HDR WALL lUl ISI lul lull lUl LOW CARBON STEEL NUT (� I I I I i I I OVER 2x2 x1/8 WASHER. I I I I I I I I �� I I I I I I I STUBBIE SPACING I I I I I I I I NOTE: INSTALL(1) I I I I l I I IF SPECIFIED ON PIAN. STUBBIE WITHIN 8" I I I I I I I I UPPERMOST TOP PLATE L(l) CS22 I I E: FULL LENGTH ATR TO BE INCLUDED OF EACH SIDE OF -N- � ,P, � � 1 CS22 IN STUBBIE SPACING. STUBBIES MAY BE I I w/ (7) 8d x 1-1/2" NAILS PER I I I I w/ (7) 8d x 1-1/2" NAILS PER ELIMINATED PROVIDED FULL LENGTH ATR's EACH SHOE PLATE � i I I I I I I (1) FULL LENGTH ARE SPACED AT SPECIFIED STUBBIE BREAK. 3/8 A307 STEEL ROD. END @EVERY OTHER STUD I I I I END @EACH STUD TO HDR i i ATR WITHIN 2" OF SPACING. M I TO HDR BELOW (IN LINE I I I I BELOW. WITH H8/TSP ABOVE). i l I I END POST, ONE z r� I I I ► SIDE OF CORNER. SET ROD IN 7/16" ®d" 4/TDD ALL THREAD ROD SYSTEM DETAIL BRUSHED AND � BLOWN HOLE. EPDXY �\ TO OVERFLOW ONTO ROOF BEARING WALL OVER HEADER BELOW ROOF BEARING WALL OVER HEADER BELOW s"oE PLATE. 3/8" A307 STEEL ROD. 0 _ � 0 (1) SPH4/6/8 @ KING POST (1) SPH4/6/8 @ KING POST "DROP TOP" GABLE END TRUSS. LOWEST SHOE PLATE �" �- II II II II TO TOP PLATE. TO TOP PLATE. I I I I I I 6" it PLATED CONDITION SHOWN. NOTCHED HEADER APPLIES. i i i i i i i i BALLOON FRAMED GABLE END a U I I I I I I I ATTACH STUDS TO TOP PLATE w/ (1) I i i I I i i H8 AND TO SHOE PLATE w/(1) SSP @ I i I I I 48" o/c MAX. ATTACH SHOE PLATE 3/8" ATR DETAIL O w/3/8 x6 EMBED EPDXIED ATR N T I I STUBBIES @ ATR/STUBBIE SPACING SPECIFIED ON PLAN. NOTE: IF OPTION 2 IS FOLLOWED, ATTACH U U 3d I I I I i t I TOP PLATE STRAPPING ON SAME Q z B PORCH HGR @WALL CORNER a 11 11 I I SIDE AS LTP4'S. ❑ W ------- -------- -------- OPTION 2 Z W W - ATTACH TOP PLATE TO m -- GABLE END BOTTOM C J ` LOW CARBON STEEL NUT ❑ U kiv. CHORD w/ LTP4's @ 5' o/c. OVER CUT WASHER OVER l.L (1) MSTA24 @ EACH ' 3"x3"x1/8" SLOTTED WASHER. — rrnn PORCH HDR TO COLUMN ' UPPERMOST TOP PLATE Z uJ (MIN. (2) MSTA24's PER s W COLUMN). OPTION 1 1/2" A307 STEEL ROD. �Jl U ,( — . ATTACH TOP PLATE TO GABLE END L �l _ BOTTOM CHORD w/SIMPSON SDWC ® r OR 1/4"x6" SDS SCREWS @ 5 o/c. ❑ Q ❑ Z W PORCH POST, FOR OPENINGS GREATER THAN,5' BUT SET ROD IN 9/16 BRUSHED AND O 1 PORCH HDR,J SEE PLAN. NO LARGER THAN 18', INSTALL(2) BLOWN HOLE. EPDXY 2's w 7 8d x - --J SEE PLAN. SCREWS EACH SIDE OF OPENING. U S22 w 7 8d x 1-1 2 NAILS L(2) CS2 / ( ) 1 1/2 NAILS TO OVERFLOW ONTO7 (PER END @ BASE OF KING POST PER END @ BASE OF JACK/KING SHOE PLATE. \ / \ Z O L TO BEAM/HDR BELOW. POST TO BEAM/HDR BELOW. 5 TD D GABLE END D T E-O W N DETAIL 1/2" A307 STEEL ROD. Y O U / I Okp Q OPENING OVER HEADER / FLOOR BEAM OPENING OVER HEADER / FLOOR BEAM LOWEST SHOE PLATE ® , , J ❑ ABU 6�� II STEM 7 3 MIN. IF SHEATHING IS APPLIED MONO. 11 ' ' Z ❑ � WALL LL PER DETAIL C/FRD OR W f�' Q (1) H8 OR(1) (1) H8 OR(1) (12) 16d H/FRD, ATTACH TRUSS TO J W TSP @ EVERY TSP @ EACH COMMON (.162) TOP PLATE PER PLAN ON ❑ OTHER STUD STUD TO TOP 5/8" x 6" EMBED x 3-1/2" NAILS, L EPDXIED ATR. SHEATHED SIDE OF HEADER y' �� —� � ❑ r TO TOP PLATE PLATE IF SHEATHING IS NOT APPLIED PER 1/2 ATR DETAIL DETAIL C/FRD OR H/FRD, ATTACH TRUSS TO HEADER w/(1) MTS12. REVISIONS C PORCH HDR @POST FLUSH HEADER - f THIS DETAIL APPLIES TO ALL WINDOW/PORCH HEADERS GREATER THAN 4' IN WIDTH. THIS a - DETAIL DOES NOT APPLY TO WALLS SUPPORTING A FLOOR SYSTEM ABOVE. - (1) MSTA24 @ _ LOW CARBON STEEL NUT EACH PORCH HDR OVER DOUBLE 3"x3"x1/4" DESIGNED BY: BAM TO COLUMN (MIN. IF SHEATHING IS NOT APPLIED PER ROUND HOLE WASHER. (2) MSTA24's PER IF SHEATHING IS APPLIED DETAIL C/FRD OR H/FRD, ATTACH EVERY DRAWN BY: BCW COLUMN). PER DETAIL C/FRD OR OTHER STUD TO TOP PLATE AND HEADER UPPERMOST TOP PLATE H/FRD, ATTACH TRUSS TO BELOW w/ (1) H8 AND ATTACH TRUSS TO CHECKED BY: BAM TOP PLATE PER PLAN ON TOP PLATE ON SAME SIDE OF WALL. 5/8" A307 STEEL ROD. SHEATHED SIDE OF HEADER JOB NUMBER PORCH HDR, DROPPED HEADER SET ROD IN 11/16" J 7 5 O D SEE PLAN, BRUSHED AND BLOWN HOLE. EPDXY PORCH POST, 6/TDD HEADER STRAPPING DETAIL TO OVERFLOW ONTO SHEET SHOE PLATE. SEE PLAN. 5/8" A307 STEEL ROD. TDD ' - 3/8"x6" TITEN HD LOWEST SHOE PLATE ABU w/CUT WASHER 9-1/2" 11 15" @ (1) CS22 w/ (7) 8d x 1-1/2" NAILS (1) CS22 w/ (7) 8d x 1-1/2" NAILS MONO. I I EXTERIOR 3/8"x6" EMBED 1/2"x7" CAST-IN-PLACE PROJECT ENGINEER PER END OR (1) MSTA24 @ EVERY PER END OR (1) MSTA24 @ EVERY (12) 16d 8" INTERIOR 11 WALLS tttts�v', OTHER STUD TO BEAM BELOW(IN STUD TO BEAM BELOW. 5/8" x 6" EMBED COMMON (.162) EPDXIED ATR w/ J BOLT w/ NUT& CUT U `o�®� �,,,, LINE WITH H8/TSP ABOVE). EPDXIED ATR. x 3-1/2" NAILS, NUT& CUT WASHER WASHER `,` N A. 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