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416 Red Rose Ln 17-2019 (a)L GENERAL CON5TRUCTION NOTES CW AFTERS AN 5 CYTONS F F ' q E REFER TO ,B.G.R. 5TH EDITION (2014). NOTE. ANY DIMENSIONS AND/OR CALLOUtS WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIXES OR WALL THICKNESS ARE LOT 95 THORNBROOKE 40S TO BE CONSIDERED "NOMINAL DIMENSIONS" OCCUPANCY AND CON5TRUCTION TYPE: TWI5 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION, EXTERIOR WA ENVELOPE: LL � EL PE BUILDER 15 RE5PON51BLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 10114 OF THE F.B.G.-BUILDING BY PROVIDING ALL DETAILS LISTED UNDER TWI5 SECTION, INCLUDING BUT DARLINGTON 2585 ELEVATION A NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RE515TANCE OF THE EXTERIOR WALL ENVELOPE IS MAINTAINED. CEILING CON5TRUCTION: I. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUMBOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH GARAGE LEFT HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (15.9 mm) TYPE `X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH F.B.C.R. - 5TH EDITION (2014) R102.3B, EXTERIOR FIN15HE5: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS ?0 BE PER F.B.C.R. 5TH EDITION (2014) R103b.I AND ASTM C 1063. ALL LATH AND LAIN ATTACHMENTS SHALL BE OF CORRO5ION-RE515TANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1112 INCH it GAUGE NAILS HAVING A 1/16 INCH HEAD, 1/8 INCH LONG 16 GAUGE STAPLESTAYLOR MORRISON SPACED NO MORE THAN 6 INCHES, OR AS OTHERW15E APPROVED, THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.G.R. 5TH EDITION (2014) 1 AND ASTM G 926. E .C, , 5TH PER F.B R EDITION (2014) 8103.62.1 WEEP SCREEDS SHALL BE A MINIMUM N0: 26 GALVANIZED SHEET GAUGE CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDE[) AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH A5TM C 926, THE WEEP S GREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THEWEATHER RE516TANT ARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED, PER F.B.C.R. 5TH EDITION (2014) 8103.6.3 WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL • JOB 'NUMBER 27002.104 • CAD FILE NAMELOT 95 T9 ISSUED 02-27-17 REVISED 03-21-17 INCLUDE A WATER RESISTIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER. STUCCO APPLICATION AND CURING PER F.B:C.R 5TH EDITION (2014) R103b5 OR IN ACCORDANCE WITH A5TM C 92 ��■ RD E 6. STUCCO CONTROL JOINTS: TH ORNBR 00 K 40's STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM G 1063-06 (111.4) TNRU 1.11,4,4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F, AND DELINEATE AREAS NOT MORE THAT 100 5F. FOR HORIZONTAL APPLICATIONS. R R Z ONTA L PPL TIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION OR A LENGTH TO WIDTH RATIO OF 21/2 T01. A GONTRO L JOINT SHA E RE LL BE COMMUNI-l"YSPECIFIC INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE. EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL WALL OR PARTITION WEIGHT DOOR FRAME5 SHALL BE CONSIDERED AS CONTROL JOINTS, STANDARD SPECIFICATIONS REDRAW NOTES PLAN S REVISIO N DRAWING INDEX EGRE55: 1.ACN E BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF ' 03-21-11 COMPLETED REVI5ION TO INCLUDE:CUV - UNFRAL NUTFS, INDEX, SPECIFICATIONS F4 HpVYC I'IIl I"LVVK LIIVC OF IHNI-'HMIRALH1'C KUUI"L FLASHING: 1 - I. FLASHING SHALL BE INSTALLED AT WA AN OF INTERSECTIONS, 1 SLAB INTERFACE � /� LLED LL AND N ERSEGTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. ADDED POCKET 5.G.D. AT FAMILY PLAN 2. APPROVED CORROSION -RESISTANT FLA5WING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO ROOM. THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORR05ION-RE515TANT FLASHING SHALL BE 2A 1 MAIN FLOOR PLAN NOTES INSTALLED AT ALL REQUIRED LOCATIONS PER 8103,8. 2A2 -MAIN FLOOR PLAN DIMENSO I NS WINDOW IN5TALLATION: x ro DAVIS BEWS DESIGN GROVP _ C 00100 -=�-a EST.1994 . DWELLING / GARAGE OPENINGS: - THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOO 00 NOT 55 /8" IN T ICKN 5 2 B 2 UPPER FLOOR PLAN DIMENSIONS L D p R5 LE THAN 13 W E 5, SOLID CORE IS.C.) OR HONEYCOMB CORE STEEL [)0085 NOT LE55 THAN 13/8" THICK, 0R 20 MINUTE FIRE RATED J to 0. Cn Q = U. & DOORS EQUIPPED WITH ASELF-CLOSING DEVICE. N 2C - INTERIOR ELEVATIONS STAIR SECTION DETAILS FLOOD ZONE REQUIREMENTS: ,o�� li N rM- 2 j N ,t LM ?� • . La 0 0'��� rr.�0 3 100 Yro6 00c T Zci2ot • JOB 'NUMBER 27002.104 • CAD FILE NAMELOT 95 T9 ISSUED 02-27-17 REVISED 03-21-17 INCLUDE A WATER RESISTIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER. STUCCO APPLICATION AND CURING PER F.B:C.R 5TH EDITION (2014) R103b5 OR IN ACCORDANCE WITH A5TM C 92 ��■ RD E 6. STUCCO CONTROL JOINTS: TH ORNBR 00 K 40's STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM G 1063-06 (111.4) TNRU 1.11,4,4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F, AND DELINEATE AREAS NOT MORE THAT 100 5F. FOR HORIZONTAL APPLICATIONS. R R Z ONTA L PPL TIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION OR A LENGTH TO WIDTH RATIO OF 21/2 T01. A GONTRO L JOINT SHA E RE LL BE COMMUNI-l"YSPECIFIC INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE. EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL WALL OR PARTITION WEIGHT DOOR FRAME5 SHALL BE CONSIDERED AS CONTROL JOINTS, STANDARD SPECIFICATIONS REDRAW NOTES PLAN S REVISIO N DRAWING INDEX EGRE55: 1.ACN E BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF ' 03-21-11 COMPLETED REVI5ION TO INCLUDE:CUV - UNFRAL NUTFS, INDEX, SPECIFICATIONS F4 HpVYC I'IIl I"LVVK LIIVC OF IHNI-'HMIRALH1'C KUUI"L FLASHING: 1 - I. FLASHING SHALL BE INSTALLED AT WA AN OF INTERSECTIONS, 1 SLAB INTERFACE � /� LLED LL AND N ERSEGTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. ADDED POCKET 5.G.D. AT FAMILY PLAN 2. APPROVED CORROSION -RESISTANT FLA5WING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO ROOM. THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORR05ION-RE515TANT FLASHING SHALL BE 2A 1 MAIN FLOOR PLAN NOTES INSTALLED AT ALL REQUIRED LOCATIONS PER 8103,8. 2A2 -MAIN FLOOR PLAN DIMENSO I NS WINDOW IN5TALLATION: I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE 1 ll DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST ULDSMAK FLORIDA 39677 813. 925.13l00 TEL 813. 925.1800 FAX W W W.L?AVLSBEWS.GOM TAMPA * nENVER -=�-a EST.1994 . I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE 1 ll 2 B 1 - UPPER FLOOR PLAN NOTES MANUFACTURER FOR EACH WINDOW, Z DWELLING / GARAGE OPENINGS: - THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOO 00 NOT 55 /8" IN T ICKN 5 2 B 2 UPPER FLOOR PLAN DIMENSIONS L D p R5 LE THAN 13 W E 5, SOLID CORE IS.C.) OR HONEYCOMB CORE STEEL [)0085 NOT LE55 THAN 13/8" THICK, 0R 20 MINUTE FIRE RATED Cn Q = U. & DOORS EQUIPPED WITH ASELF-CLOSING DEVICE. N 2C - INTERIOR ELEVATIONS STAIR SECTION DETAILS FLOOD ZONE REQUIREMENTS: a o1111�! ,t PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. 3A1 FRONT ELEVATION ti;,, A5PHALT 5HINGLE5 (IF APPLICABLE): V .,•. , .2 I. WIND RESISTANCE OF ASP HALT SHINGLES. - ASPHALT SHINGLES SHALL 3E NSTALLED1N ACCORDANCE WITH SECTION R9052b AND R905.2b.HORIZONTAL ...ew.�.�., .., ..• �3A2 ELEVATIONS, ROOF PLAN/ BUILDING SECTIONASPHALT2. SWINGLE5 SHALL ONLY BE USED ON ROOF SLOPES OF tU0 UNITS VERTICAL IN 2 UNITS NO I ONTAL12.12)OR GREATER ROOFSLOPESFROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (212) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4.12) TWO LAYERS OF UNDEREAYM NT COMPLYINGWITH ASTM226,D .TYPE I OR TYPE ASTM p 4869, TYPE II OR 0-,. • 2CLLIa ++ �QTYPEIV 0 A5TM D 6151 IS REQUIRED IN ACCORDANCE WITH SECTION 8052.1FO�..OOF SLOPESPE5FROM FOUR UNITS VERTICAL L IN 12 UNITS HORIZONTAL (4 12) AND GREATER; ONE LAYER OF y�aC •3A3 FLASHING DETAILS.- .. , I UNDERLAYMENT COMPLYING WITH ASTM 226 TY 11 A5TM 4615115� • GJ e D PE , D 869; TYPE IV OR ASTM J REQUIRED IN ACCORDANCE WITH SECTION 89052.1, C, 3A4 FLASHIN DET s G AILS CLAY AND CONCRETE TILE IIF APPLICABLE): s, its 'ec ' THE INSTALLATION OF CLAY AN CONCRETE I tart t L p RE E T LE PER F.B.G.R. 5TH EDITION (2014)8905.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS OR . 4ARECOMMENDATIONSMAIN FLOOR ELECTRICAL PLAN of Pi FLORIDA WIGW WIN qCON CRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE Vaso 15 DETERMINED IN ACCORDANCE WITH SECTION 8301.2:1.3 .. ,. 0R_THERECOMMENDATIONS IONS OF 1115, 119 OR 120; REQUIRED UNDERLAYM NT PER F.5tH EDITION (2014) 8905.3.3 SHALL CONFORM WITH ASTM D 226, TYPE ii, ASTM p 2626, TYPE II, OR ASTM 1910 0 A5TM D R D 6380 CLA55 M MINERAL SURFACED ROLL ROOFING AN .SNA - ;; : ..ERA LL R D LL BE INSTALLED IN ACCORDANCE WITH FRSA/TRI FLORIDA NIGH WIND CONCRETE AND CLAY RDOG TILE 46 UPPER ER FLOOR ELECTRICAL PLAN INSTALLATION MANUAL, FIFTH EDITION WHERE. THE Yasp15 DETERMINED IN ACCORDANCE WITH SECTION 83012.13 OR THE RECOMMENDATIONS OFRA5118;119 OR 120. CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICABLE): 0 I. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND Y-011 PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 2 -0 HIGHER E THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY 08 CLOSER. V TUB AND 5HOWER AREA5: 1. CEMENT, FIBER -CEMENT OR GLA55 MAT GYPSUM BOARD (NO GREEN 0 REE BARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, CI325, OR Cll`IS AND INSTALLED IN ACCORDANCE WITH MANUFACTURER .RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL. PANELS IN SHOWER AREAS. TERMITE PROTECTION: ER E i'R E ION I. PENETRATION. PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF GELLUL05E CONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR 0 SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0,010 INCH AND BE 5EALED WITHIN THE SLAB U51NG A NON -CORROSIVE CLAMPING DEVICE TO REQ t a ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED INSIDE THE SLEEVE. n )I Y 0 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATEI I T N LINES, 5 E , RR GA 10 /SPRINKLER SYSTEM RISERS FOR SPRAY HEADS; AND ROOF pOWN5P0UT5 SHALL DISCHARGE At LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING TAIL EXTENSIONS 0 5 A5H OCKS. GUTTERS WITH DOWNSPOUTS A OR BL ER p 5P RE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC 1: ENERGY CALCULATIONS , E ERG L ULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERA CONTRACTOR AS AN ATTACHMENT NT TO TWI5 AN SET AT THE TIME L R R E PL E E ME OF APPLICATION FOR PERMIT: REVIEWED POR CODE COMPLIANCE 2. MECHANICAL APPLIANCES SHA , A LL BE GGESSIBLE FOR INSPECTION, SERVICE, .REPAIR, ,AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER _I IN PPG OR D UCT S NOT CONNECTED TO THE APPLIANCE BEIN INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES LO PLANS EXAMINER (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL DE ER 0 SI TO SERVICE .14� GE AN APPLIANCE. 0 DATE . UCTSI TN E GA RAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN, X26 GAUGE( 0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE 4. FOUNDATIONS AND ND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED At LEAST 3 INCHES (16 mm) ABOV E THE FINISHED GRADE AND SHALL AL50.CONFOR'1 TO THE I SANFill BUILDING DIVISION MANUFACTURERS INSTALLATION INSTRUCTIONS, A PE`RMIT ISSUED SHALL BE CONSTRUED T0 BE A 5. AUXILIARY RY DRAIN AN. CATEGORY V GONDEN51N AP PLIANC 5 SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR E LL R A 5 A RESULT p I WORK NOT LICENSE TO PROCEED WITH THE WOR D NO S OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM, THESE CANCEL ALTER OR SET E ES SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M14113,AUTHORITY TO VIOLATE , ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL EXHA CODES, NOR SHALT. ISSUANCE OF A PERMIT PREVENT U5T SANS AND uENTING. i 0 THE BUILDING OFFICIAL FROM THEREAFTER LOUT OUTDOOR R D 15 W G ARGE. THE AIR REMOVED BY EVERY MECHANICALEXHAUST 5Y5T M E E SHALL' BE DISCHARGED TO THE OUTDOORS: AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC SOFFIT RIDGE REf?UIRINta A CORRECTION OF ERRORS IN PLANS, VENT OR CRAWL SPACE, CONSTRUCTION OR VIOLATIONS OF THIS CODE 2. EXHAUST AIR FROM BATH ROOMS AND TOILET"ROOMS SHA T + LL Na BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ODMS SHALL T '. COMPANION TEST R LL NO DISCHARGE INTO AN ATTIC; CRAWL -SPACE, 08 OTHER AREAS INSIDE THE BUILDING, 3.UCT D LENGTH. THE MAXIMUMLENGTH OF ACLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION t0 THE WALL OR ROOF TERMINATION, THE MAXIMUM:LENGTH+■■■■� E REQUIRED OF THE DUCT SHALL BE REDUCED 2.5 FEET 1162 mm) FOR EACH 45 DEGREE (0.19 RA[))BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (16RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST Results to be Verified fte d DUCT DOES NOT INCLUDELUPE THE TRANSITION DUCT. EXCEPTION WHERE A CLOTHES DRYER BOOSTS FAN.15 NSTALLEDAN LISTED LABELED THE APPLICATION, THE MAXIMUM LENGTH OF at Slab Inspection , THED XHAUST DUCT, INCLUDING EYTA 1 2585 AN R N5 TION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN`MANUFACTURER S INSTALLATION. INSTRUCTIONS: WHERE A CLOTHES DRYER 5005T INSTALLED ER FAN 16 5 ALLEp AND NOT AGG 551 READILY I Y E BLE FROM THE ROOM IN WHICH THE PRYER 15 LOCATED; A PERMANENT IDENTIFYING LABEL SHALL BE PLACED :ADJACENT TO WHERE THE EXHAUST E E DUCT ENTERS THE WALL, THE LABEL SHALL BEAR THEWORDS THIS Y RD DRYER EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN,. ......�.. 2 1 �% 9 4.OVI LOUVER V PR DEL ER DE ICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 5501N FBG. TITLE �Lp COVER SHEET ING ATTENTION GENERAL CONTRACTOR / BUILDER: GENERAL NOTES 155UANCE OF PLANS FROM TWI5 DRAFTERS OFFICE SHALL NOT1 V - REL E E THE BUILDER OF RE5PON51BILITY TO REVIEW AND VERIFY ALL NOTES; DIMENSIONS, AND ADHERENCE TO APPLICABLE I ORQ BLDG C BUILDING ODES PRIOR TO COMMENCEMENT OF ANY NF CONSTRUCTION. ANY DISCREPANCY OF ERROR 1N NOTES, DIMENSIONS; OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT - _ S P � TO THE ATTENTION OF THE DRAFTERS OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. IGNS. ANY REVISIONS OR CHANGES, NOT RELATED fi0 THE CORRECTION OE ERRORS THAT ARE MADE AFTER THE FINAL ASN O� �`L PL N AVE BEEN COMPLETED "SHALL BE SUBJECT TO ADDITIONAL FEES: IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY • r'AR OTHER PARTY OTHERTHE FT THAN E PRA ER5 OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE: Ml, I t - , 1 p, 1 ill 11,111111,131 ITlfIll 'II'lIIIII III 1111111'I 1 ,�-.1 _pini, i i „ 15'-0•' 4 � Lu w PITCH Iia" / FT. JOB NUMBER 27002.104 • CAD FILE NAMELOT 95 T8 ISSUED, 02-27-17 REVISED 03-21-17 8i C.M.U. WALL ABV. - all C.M.U. WALL ABV. 150 STATE STREET EAST OLDSM & FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA a DENVER EST. 1994 �� to 0000 O. -.IMO. -. 5o ' 6" ,� 1 Av.17 r-- _. PED. W.C. i Lav > > J N 4" P.V.C. ` �2'"m" 3/4" CONDENSATION TILE n, JI) ISI \ / I�I \ / 003�E � — J �I �- ' DRAIN BY PLUMBER - ABV. RE �I - 6' AIR HANDLER LINES FROM L L 3'-8" I I r I I IS411 [L- p 0 6 I ; cy -Jt0 3 6x3 6 A/C __ xl K. UPPER FLOOR I I a, 5'-4" 13'-8" @ «� PAD (5EE MECH. 2m' -II" 2' -Ill L 8.. 3'-1(D" CONTRACTOR FORLOGJ 28'-9" (Q Im' 10" 8' I" 2'-8" 2411ao M PAVERS I I -3/4" CONDENSATION a, 4" P.V.C. DRAIN BY PLUMBER II 3/4" RECE55 `A FOR ENTRY DR i ` LT, ROUGH IN AIR HANDLER LINES FROM 1'-3" 2'-5" UPPER FLOOR =M - . NOTE: - I 11 ALL SLAB ANGLES 2'"� T i ARE AT 45° (UN.D) n \ z R 9'8" REFERENCEOIL I _ a ELEVATIONLU w v Oo V a� Lu w ,, w \� PROVIDE WATER v \� I PITCH u u� v PITCH LINE FOR ICE MAKER J G.J. TO DRAIN r G.J. - 3 ,6.. ------------------- - - - - - - - - - - - - - - - - - - - - - - ^AA <* _ n I I7 — 76 SLAB = i 3A3 S _ `r OF REF. �. I UI G.C. VERIFY ACRYLIC 311-101, — �u a . " 9 I 3I 9 — _ n 20 0 8 " ON LANAI II L J a" a.. _ m 50 GAL. 3/4 RECE55 W.N. POR SERV. DR co 41 11 JOB NUMBER 27002.104 • CAD FILE NAMELOT 95 T8 ISSUED, 02-27-17 REVISED 03-21-17 K 0 w 150 STATE STREET EAST OLDSM & FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA a DENVER EST. 1994 �� to 0000 O. -.IMO. too�"M > > J N L ` 003�E o_j c0 [L- p 0 6 I ; cy -Jt0 Z N d 111 JOB NUMBER 27002.104 • CAD FILE NAMELOT 95 T8 ISSUED, 02-27-17 REVISED 03-21-17 C3 O Z C r LCL II'' e• V+ �. • r I 00 r �.. ®w 0 Q' o:Z O ®� n Lu 2e d;— r I— V Z. Q DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSM & FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA a DENVER EST. 1994 �� C3 O Z C r LCL II'' e• V+ �. • r I 00 r �.. ®w 0 Q' o:Z O ®� n Lu 2e d;— r I— V Z. Q I � � I J ,1.....11 L,L..LI�...1�.�3..�L"I�.L.:. _.. _._....... .._. I l _;.. ..�...L�I�a.l..l�� _�.,,_,__. __ JOB NUMBER 27002.104 • CAD FILE NAMELOT 95 TB ISSUED 02-27-17 REVISED 03-21 117 TI L I o aJ 9' 4" 9' 4" r f 6x6-8 LE TEMP. GL. ENCL. L - - - -I �- - J I F". -1 CLCD. G.G VERIFY RADIANT �...�,� 5, SHOWER ON 42" H. LOW WALL I PWL) VER ATTENTION TRUSS MANUF.: ?. 24 GL. HANSEN � �, «� co I 8x8 I - ,,, 1. T 9' 4" FLUSH FRAME BARRIER TRAY CLG. IN MASTER 8'-8" 9' 4' BOX I x TO PURRING = I SUITE 15 DOWN -FRAMED ) -•-- 1-- M. BATH I Q I co �o CLG. CLG. » 7t ZD 9 4 FLAT CLG. DEN„ �I J cLG. ENTRY I o GP?'J TILE �o a 10 4x10'-6" » w G.G. VERIFY R 38 a g'-4" FLAT CLG. 9'-4" PLT. HT. I _ 2-6x6-8 X 0 0 m �- a; T.OM. -M n TER IT BFD M.G: 2-4x6-8 ARCH FROM �-�� 1 INSULATION MAS„ SUITE I BFD V -m" TO 81-s. 16'- 0 x14'-4 LL 9'-4" TRAY CLG. 9` AT 1 1 F H �? // L DR FOYER 1 AT 4.4" 9'-4" INSULATE WA (2)2.6x6-8 CLG. 1 � 5EE SECTION 5H. FLAT CLG. LL5 9-4" �---------- 1 91-41' SLOPING I 2 S OR 9 -4 AIR HANDLER u, CLG. LINE OF SECOND LL 9'-4" FLA? CLG. � � � ----- 1 FLOOR ABV. " CO I G JCLG. I, LINES FROM BARREL ARCH 8 8 FLAT CLG. LG L ( VO UME CLG. F 0 F M 8' " FLUSH FRAME L - _ - _ J UPPER L OR \ RO m �/ L.T. I PAVER DRIVE / LEAD WALK TO FURRING Co �, I UP \ TO 8 -8 / ` ROUGH IN R/S \\ \ / STAIR DATA: 1 18 RISERS AT \ LINE OF SECOND TYPICAL MASONRY DIRECT VENT DRYER WINDOW SCHEDULE 150 STATE STREET EAST OLDSMAFt MORIDA 34677 813.925. 1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA '• DENVER. `EST. 1994 4 r0 joIQ0 AIR HANDLER THRU EXT. WALL J c) 27" 37" 53" TDM. TEMP. GL. ENCL.- 9'-4" LINES FROM UPPER FLOOR 24 5H. 13 5H. FLAT HEADER T.O.M. g'-4" .205 c) -OUTS N.B, ON 42" H: LOW WALL v •- N NR AT 8' m' ND. AT 8' m" AT 8' m" AFF. AFF, 6 6"x3 -6 6"x3 6 O�.v-0 0 12 5H 1/2 32 5H 22 5H o� c0 0 W G.G: VERIFY GLASS. PAD (SEE MECH. I T CONTRACTOR I PAD ISEE MECN.1 RA R CONTRACTOR 5 5H. LAY. O �� gra H. TILE SEAT 2 26 5H. 1/2 33 5N r - ( PED. W.C. LAY O - - - - - - - - - J INS T F0 FONT ER R R 1 FOR LOG.) II I 1 FOR LOC.) — - - — — p 51" o 14 5H HE). AT 8 m 24 5W LL, I Ia 1 UTIL. T.O.M. PAVERS p00R JOB NUMBER 27002.104 • CAD FILE NAMELOT 95 TB ISSUED 02-27-17 REVISED 03-21 117 TI L I o aJ 9' 4" 9' 4" r f 6x6-8 LE TEMP. GL. ENCL. L - - - -I �- - J I F". -1 CLCD. G.G VERIFY RADIANT �...�,� 5, SHOWER ON 42" H. LOW WALL I PWL) VER ATTENTION TRUSS MANUF.: ?. 24 GL. HANSEN � �, «� co I 8x8 I - ,,, 1. T 9' 4" FLUSH FRAME BARRIER TRAY CLG. IN MASTER 8'-8" 9' 4' BOX I x TO PURRING = I SUITE 15 DOWN -FRAMED ) -•-- 1-- M. BATH I Q I co �o CLG. CLG. » 7t ZD 9 4 FLAT CLG. DEN„ �I J cLG. ENTRY I o GP?'J TILE �o a 10 4x10'-6" » w G.G. VERIFY R 38 a g'-4" FLAT CLG. 9'-4" PLT. HT. I _ 2-6x6-8 X 0 0 m �- a; T.OM. -M n TER IT BFD M.G: 2-4x6-8 ARCH FROM �-�� 1 INSULATION MAS„ SUITE I BFD V -m" TO 81-s. 16'- 0 x14'-4 LL 9'-4" TRAY CLG. 9` AT 1 1 F H �? // L DR FOYER 1 AT 4.4" 9'-4" INSULATE WA (2)2.6x6-8 CLG. 1 � 5EE SECTION 5H. FLAT CLG. LL5 9-4" �---------- 1 91-41' SLOPING I 2 S OR 9 -4 AIR HANDLER u, CLG. LINE OF SECOND LL 9'-4" FLA? CLG. � � � ----- 1 FLOOR ABV. " CO I G JCLG. I, LINES FROM BARREL ARCH 8 8 FLAT CLG. LG L ( VO UME CLG. F 0 F M 8' " FLUSH FRAME L - _ - _ J UPPER L OR \ RO m �/ L.T. I PAVER DRIVE / LEAD WALK TO FURRING Co �, I UP \ TO 8 -8 / ` ROUGH IN R/S \\ \ / STAIR DATA: 1 18 RISERS AT \ LINE OF SECOND TYPICAL MASONRY x ro WINDOW SCHEDULE 150 STATE STREET EAST OLDSMAFt MORIDA 34677 813.925. 1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA '• DENVER. `EST. 1994 4 r0 joIQ0 0 J c) 27" 37" 53" WINDOW .205 c) -OUTS v •- N 6 LL O�.v-0 0 12 5H 1/2 32 5H 22 5H o� c0 0 W C J - m 0 cc� -Z 'D 01 = 39" 13 5H 1/2 33 5N 23 5H JOB NUMBER 27002.104 • CAD FILE NAMELOT 95 TB ISSUED 02-27-17 REVISED 03-21 117 TI L I o aJ 9' 4" 9' 4" r f 6x6-8 LE TEMP. GL. ENCL. L - - - -I �- - J I F". -1 CLCD. G.G VERIFY RADIANT �...�,� 5, SHOWER ON 42" H. LOW WALL I PWL) VER ATTENTION TRUSS MANUF.: ?. 24 GL. HANSEN � �, «� co I 8x8 I - ,,, 1. T 9' 4" FLUSH FRAME BARRIER TRAY CLG. IN MASTER 8'-8" 9' 4' BOX I x TO PURRING = I SUITE 15 DOWN -FRAMED ) -•-- 1-- M. BATH I Q I co �o CLG. CLG. » 7t ZD 9 4 FLAT CLG. DEN„ �I J cLG. ENTRY I o GP?'J TILE �o a 10 4x10'-6" » w G.G. VERIFY R 38 a g'-4" FLAT CLG. 9'-4" PLT. HT. I _ 2-6x6-8 X 0 0 m �- a; T.OM. -M n TER IT BFD M.G: 2-4x6-8 ARCH FROM �-�� 1 INSULATION MAS„ SUITE I BFD V -m" TO 81-s. 16'- 0 x14'-4 LL 9'-4" TRAY CLG. 9` AT 1 1 F H �? // L DR FOYER 1 AT 4.4" 9'-4" INSULATE WA (2)2.6x6-8 CLG. 1 � 5EE SECTION 5H. FLAT CLG. LL5 9-4" �---------- 1 91-41' SLOPING I 2 S OR 9 -4 AIR HANDLER u, CLG. LINE OF SECOND LL 9'-4" FLA? CLG. � � � ----- 1 FLOOR ABV. " CO I G JCLG. I, LINES FROM BARREL ARCH 8 8 FLAT CLG. LG L ( VO UME CLG. F 0 F M 8' " FLUSH FRAME L - _ - _ J UPPER L OR \ RO m �/ L.T. I PAVER DRIVE / LEAD WALK TO FURRING Co �, I UP \ TO 8 -8 / ` ROUGH IN R/S \\ \ / STAIR DATA: 1 18 RISERS AT \ LINE OF SECOND OPENING ARCH FROM \ \ FLOOR ABV. I (d n 42 H. 1.38 EACH Ali e en TO.M TO UNDER I \ ' T.OM. v I RAILING 10.00 TREADS CPT. TILE 8 -m TO 8 -8 \ c�6� I p 9' 4' 91 41 STAIRS _. os s I _ C7 z \ 1 AFF.ATE r- : 1 �P INSU L \ ABOVE k 11 GARAGE z I U. � 1 ; �� \ , o � � Q 2 STORY I9 4 \) 1 1 I 20 -0 x20 -0 w,, Ag'-4"to CLG. CLG. ``I 1 1 1 PLT. HT: 1 ^AA ►U1111 -. LANAI i 9'-8"x14'-4" o_ '�' `[L JL -1 0 oc `� .• eev FAMILY ROOM H FROM 1 DINING \ a KITCHEN 1 1 N, 9 4 PLT. HT. «- » ARC RO I » » 1 op •. ®. 19 -6 x14 -0 10 -6 x14 -0 / \ 9'-4" FLAT CLG. I 1 w= r •''�i SmToss I IS �' 2 -STORY VOLUME A 9 4 FLAT CLG. - I INSULATE I . G�: . G.C. VERIFY ACRYLIC X 1 �; Q .. C'3 �. .� .. " I VER2C I 42" UPPER WALLS w d . 2. 4 ... ON LANAI °' LINE OF SECOND I L" (o I �w t Z �. ., I �,, a I El o� CABINETS � ? ,�. ®,. FLOOR ABV. - I a I ' o " - ., 0 •Y*.N �► T.O.M. I o I RANGE I z I '�' � '�i � �• BOTT. OF LINTEL I W/ HOOD I L - - - - - - _� eee�ist 9 4' 1 _ I 5m GAL. T.O.M. 4/1111It � AT S m A.F.F. W.H. -4 0 O.H.G. 0 O.H:G. 0 AFF. 0 oz H.B. T.OM, T.O.M. T.O.M. 2 26 5H. VENT HOOD T.O.M. «q a T,OM. u . n n } @ Gl u 9 4 9'04". 4 9 4 TO EXTERIOR 9 4 x AFF, AFF. - �, AFF. REFER TO SHEET 2A2 0 FOR MAIN FLOOR - M M PLAN DIMENSIONS W ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R31m PER F.B.C.R., 5TH EDITION (2014). NO 040% TYPICAL MASONRY DAVIS BEWS DESIGN GROVP WINDOW SCHEDULE 150 STATE STREET EAST OLDSMAFt MORIDA 34677 813.925. 1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA '• DENVER. `EST. 1994 4 OPENING ARCH FROM \ \ FLOOR ABV. I (d n 42 H. 1.38 EACH Ali e en TO.M TO UNDER I \ ' T.OM. v I RAILING 10.00 TREADS CPT. TILE 8 -m TO 8 -8 \ c�6� I p 9' 4' 91 41 STAIRS _. os s I _ C7 z \ 1 AFF.ATE r- : 1 �P INSU L \ ABOVE k 11 GARAGE z I U. � 1 ; �� \ , o � � Q 2 STORY I9 4 \) 1 1 I 20 -0 x20 -0 w,, Ag'-4"to CLG. CLG. ``I 1 1 1 PLT. HT: 1 ^AA ►U1111 -. LANAI i 9'-8"x14'-4" o_ '�' `[L JL -1 0 oc `� .• eev FAMILY ROOM H FROM 1 DINING \ a KITCHEN 1 1 N, 9 4 PLT. HT. «- » ARC RO I » » 1 op •. ®. 19 -6 x14 -0 10 -6 x14 -0 / \ 9'-4" FLAT CLG. I 1 w= r •''�i SmToss I IS �' 2 -STORY VOLUME A 9 4 FLAT CLG. - I INSULATE I . G�: . G.C. VERIFY ACRYLIC X 1 �; Q .. C'3 �. .� .. " I VER2C I 42" UPPER WALLS w d . 2. 4 ... ON LANAI °' LINE OF SECOND I L" (o I �w t Z �. ., I �,, a I El o� CABINETS � ? ,�. ®,. FLOOR ABV. - I a I ' o " - ., 0 •Y*.N �► T.O.M. I o I RANGE I z I '�' � '�i � �• BOTT. OF LINTEL I W/ HOOD I L - - - - - - _� eee�ist 9 4' 1 _ I 5m GAL. T.O.M. 4/1111It � AT S m A.F.F. W.H. -4 0 O.H.G. 0 O.H:G. 0 AFF. 0 oz H.B. T.OM, T.O.M. T.O.M. 2 26 5H. VENT HOOD T.O.M. «q a T,OM. u . n n } @ Gl u 9 4 9'04". 4 9 4 TO EXTERIOR 9 4 x AFF, AFF. - �, AFF. REFER TO SHEET 2A2 0 FOR MAIN FLOOR - M M PLAN DIMENSIONS W ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R31m PER F.B.C.R., 5TH EDITION (2014). NO 040% MAIN FLOOR PLAN NOTES - SCALE: GARAGE LEFT TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS 20" 27" 37" 53" WINDOW CALL -OUTS 26" 12 5H 1/2 32 5H 22 5H 32 5H W = 39" 13 5H 1/2 33 5N 23 5H 33 5H J p 51" 14 5H 1/2 34 5W 24 5W 34 5H z 63" 0 15 5H 1/2 35 5N 25 5N 35 5H w z 22" 16 5H 1/2 36 5H 26 5H 36 5H �c C.C. VERIFY MA50NIRY OPENING5 FOR ALL WINDOW5, W WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER MANUFACTURER AND 5pECIFICATION5. z REFER TO FLOOR PLAN5 FOR STYLE OF WINDOW U5ED (5INGLE HUNG -54 CA5EMENT- C5MT, OR FIXED GLA55- F.G.) MAIN FLOOR PLAN NOTES - SCALE: GARAGE LEFT . . ... ....... . ...... . -- ---------- -JOB NUMBER 27002.104 CAD FILE NAMELOT 95 TB ISSUED 02-27-17 REMISED 03-21-17 7 F----1 x ca 150 STATE STREET EAST OU)SMAR, FLORIDA 34677 813. 925.1300 TEL 813. 925.1800 FAX VVWW.DAVISBEWSCOM TAMPA a E>ENVER- EST. 1994 LO 0 0 J 0 -j vi 0) , 0) 11 0) 0, sm Lo Z CO co > > J CM La LL 0 0 o -j o 0 C'4 0 0 6. 00 W z 01 -JOB NUMBER 27002.104 CAD FILE NAMELOT 95 TB ISSUED 02-27-17 REMISED 03-21-17 x ca 150 STATE STREET EAST OU)SMAR, FLORIDA 34677 813. 925.1300 TEL 813. 925.1800 FAX VVWW.DAVISBEWSCOM TAMPA a E>ENVER- EST. 1994 LO 0 0 J 0 -j vi 0) , 0) 11 0) 0, sm Lo Z CO co > > J CM La LL 0 0 o -j o 0 C'4 0 0 6. 00 W z 01 -JOB NUMBER 27002.104 CAD FILE NAMELOT 95 TB ISSUED 02-27-17 REMISED 03-21-17 MAIN FLOOR PLAN DIMENSIONS eCALE: 1/4" - I'-011 GARAGE LEFT DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OU)SMAR, FLORIDA 34677 813. 925.1300 TEL 813. 925.1800 FAX VVWW.DAVISBEWSCOM TAMPA a E>ENVER- EST. 1994 MAIN FLOOR PLAN DIMENSIONS eCALE: 1/4" - I'-011 GARAGE LEFT f I PROVIDE 2030 TEMP. 5H, PAN AND DRAIN 24" H. A/C HD. AT T-8" UNDER A.N.U. PLATFORM W.C. 2 6x6 8 BATH 2 LAV. CPT. TILE g,.o, (- CLG. ° 1 mn� �z BATH 3 LAv. 91-01: � BEDROOM W.C. CLG, 13 -6 x11 -0" BEDROOM 2 9'-0" FLAT C -- 13'-4"x12'-8 9'-0" FLAT CLG. d g _gyp X u CLG. PROVIDE M a 42': H. PAN AND I tv RAILING — -� 2-6x6-8 UNDER A.{ a# 6.0x6-8 9 BPD CLG. DOWN 2 6x6 8 �— — — R/5 42" N 42" H. 24" H. 1 FLUSH FRAME RAILING 17RAILING PLATFORM 2x4 TO FURRING 9 FRAME BELOW C� WALL N jOPEN TO LOFT BELOW? 11'-0"x14'-4" 9'-0 FLAT CLG. 7 Q Q FLU514 FRAME 1 TO FURRING BELOW 2 - 3050 5H, HD, AT T-8" 2x 2x4 FRAME FRAME * * * * * * * WALL WALL ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8319 PER F.B.C.. - 5TH EDITION (2914), 3050 5H. I In A7 '11 all a, W TYPICAL WOOD FRAME n�rr DAVIS BEWS DESIGN GROVP WINDOW SCHEDULE x -a EST. 1994 WINDOW WIDTHS J 2011 24" 36" 4811 ' WINDOW CALL -OUTS �I >;Ja 20" 1818 F.G. 2018 F.G, 3018 F.G. 4018 F.G. w izY 1 rn LJ*� L45 00 of 241' O 1820 F.G. 2020 F.G. 3020 F.G. 4020 F.G. 0 36'' 1830 5N 2030 5N 3030 5N 4030 5N Z 48" 1840 5N 2040 5N 3040 5N 4040 5N z 60" s 1850 5N 2050 5N 3050 5N 4050 5N 12" 1860 5N 2060 5N 3060 5N 4060 5N G.C. VERIFY ROUGH OPENING5 FOR ALL WINDOW5, w WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER 0 MANUFACTURER AND 5PECIFICATION5. z • REFER TO FLOOR PLANS FOR 5TYLE OF WINDOW U5ED 151NGLE HUNG -51-1; GA5EMENT- C5MT, OR FIXED GLA55- F.G.) 3050 5H. I In A7 '11 all JOB NUMBER 27002.104 CAD FILE NAMELOT 95 TB ISSUED 02-27-17 REVISED 03-21-17 a, W n�rr DAVIS BEWS DESIGN GROVP IA x -a EST. 1994 J Lo 0 Jc+)�o 1 rrAA 2 h M �I >;Ja AoIL Lo 0 :2 lrD 0� cO izY 1 rn LJ*� L45 00 of JOB NUMBER 27002.104 CAD FILE NAMELOT 95 TB ISSUED 02-27-17 REVISED 03-21-17 UPPER FLOOR PLAN NOTES GARAGE LEFT a, W n�rr DAVIS BEWS DESIGN GROVP IA 150 STATE STREET EAST " OU MAk FLORIDA 34677 813. 925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER -a EST. 1994 UPPER FLOOR PLAN NOTES GARAGE LEFT a, W IA UPPER FLOOR PLAN NOTES GARAGE LEFT rwr�nrrrrr� JOB NUMBER 27002.104 CAD FILE NAMELOT 95 TB ISSUED 02-27-17 REVISED 03-21-17 �rrwrrrwrrnrlw,rarrrlrlrrr� 6i = x w DAVIS BEWS DESIGN GROUP BEDROOM 2 J L O m -� BATH. 3 I BEDROOM 4 00 _ 0 j co i I ------ i+l Y/ .2 cm em N r - L ao�; A 0 0 31-51151.511( 141(0 41-011- CA o',.0 :L --, _0.0 Y C4 SJ{ -fp � .5ro y0o T ZNLlot rwr�nrrrrr� JOB NUMBER 27002.104 CAD FILE NAMELOT 95 TB ISSUED 02-27-17 REVISED 03-21-17 �rrwrrrwrrnrlw,rarrrlrlrrr� 6i = I DAVIS BEWS DESIGN GROUP BEDROOM 2 ATH 4 0 = � �I m -� BATH. 3 I BEDROOM 4 00 i I ------ i+l _ A 10 (D , 31-51151.511( 141(0 41-011- CA AA -A Lr a"v ----y--__ 11 .4 ._ ----� --, I DAVIS BEWS DESIGN GROUP 150 STATE STREEC EAST OLDS W MORQ>A 34677 813.925.1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER: EST. 1994-a¢y I JOB NUMBER 27002.104' CAD FILE NAMELOT 95 TB ISSUED 02-27-17 REVISED 03-21-17 x w (- a J�l 19 DAVIS BEWS DESIGN GROW Lo o lfj EST. 1994 ��� 0 Jcc*i(\� a) o -2 mcN ,L j j J N 6 `' LL 0 0 -d 0 O �. Y ro CY J 00 �! Z.20;1 JOB NUMBER 27002.104' CAD FILE NAMELOT 95 TB ISSUED 02-27-17 REVISED 03-21-17 FLOOR BEAM 5Y5TEM / LINE OF 6'-8" MIN. 10.00" NEAP CLEARANCE () 2x 5TRINGERI 42" N. LOW WALL —►i I" N05ING u (TYP.) d STORAGE UNpER 2x TREADS AND 5TAIR5 e Ix RISERS (TYP.) roN 11 TRFAC75 AT 10010)" FACP STAIR SECTION SCALE: 1/4" = 1'-0" PLAN DETAILS. SCALE: 1/4" , I'-011 GARAGE LEFT (- a J�l 19 DAVIS BEWS DESIGN GROW 150 STATE STREET EAST OUXMAP , FLORIDA 34677 813 925 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVRR EST. 1994 ��� FLOOR BEAM 5Y5TEM / LINE OF 6'-8" MIN. 10.00" NEAP CLEARANCE () 2x 5TRINGERI 42" N. LOW WALL —►i I" N05ING u (TYP.) d STORAGE UNpER 2x TREADS AND 5TAIR5 e Ix RISERS (TYP.) roN 11 TRFAC75 AT 10010)" FACP STAIR SECTION SCALE: 1/4" = 1'-0" PLAN DETAILS. SCALE: 1/4" , I'-011 GARAGE LEFT 11/2" THICK SAND FIN15H "Zi KEY5TONE (IF APPLICABLE) RAISED 5AND FIN15H TEXTURED BANDING z 3/411 THICK 1'-4" W. x 54" H: DECORATIVE FIXED 5HUTTER5 0 r n n TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / 5ECONDFF. LINE OR SAND FINISH KEYSTONE10, M r.oM. SCALE; 3" 1'-0' — 8" BANDING d TEXTURED FIN15H FEI LEAR OPENING HEIGHTS UNITS, WHERE THE OPENING OF AN OPERABLE BANDING OCATED MORE THAN 12 INGHE5 ABOVE THE ADE OR 5URFACE BELOW, THE LOWEST PART AR OPENING OF THE WINDOW SHALL BEAMAIN F.F. LINE 24 INCHE5 ABOVE THE FIN15HED FLOOR OF THE ICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOW5 5HALL NOT PERMIT OPENING5 THAT GRADE LINE ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE (A55UMED) SUCH OPENING5 ARE LOCATED WITHIN 24 INCHE5 OF THE FINISHED FLOOR PER FB.c.R. - 5TH EDITION (2014) R3122 WINDOW FALL PREVENTION DEVICE5 AND WINDOW GUARDS, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER FB -CR. 5TH EDITION (2014) R312.2 12 L -SHINGLE 12 6ROOF Q6 �NINGLE q6 G.C. VERIFY ROOF ALUMINUM OVER 2x6 5U5-FA6CIA (TYPICAL) PLT. Hr. _ 4" SANDING IT ucco 16TUCCO (rYP.) FINISH FINISH 7, I'-4" W. x 5'-0" H. L DAVIS BEWS DESIGN GROVP a Lo r 0 J��O EST. 1994 F x � n sm N i >>JN O p iL m • 3/411 THICK 1'-4" W. x 54" H: DECORATIVE FIXED 5HUTTER5 0 r n n TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / 5ECONDFF. LINE OR SAND FINISH KEYSTONE10, M r.oM. SCALE; 3" 1'-0' — 8" BANDING d TEXTURED FIN15H FEI LEAR OPENING HEIGHTS UNITS, WHERE THE OPENING OF AN OPERABLE BANDING OCATED MORE THAN 12 INGHE5 ABOVE THE ADE OR 5URFACE BELOW, THE LOWEST PART AR OPENING OF THE WINDOW SHALL BEAMAIN F.F. LINE 24 INCHE5 ABOVE THE FIN15HED FLOOR OF THE ICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOW5 5HALL NOT PERMIT OPENING5 THAT GRADE LINE ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE (A55UMED) SUCH OPENING5 ARE LOCATED WITHIN 24 INCHE5 OF THE FINISHED FLOOR PER FB.c.R. - 5TH EDITION (2014) R3122 WINDOW FALL PREVENTION DEVICE5 AND WINDOW GUARDS, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER FB -CR. 5TH EDITION (2014) R312.2 12 L -SHINGLE 12 6ROOF Q6 �NINGLE q6 G.C. VERIFY ROOF ALUMINUM OVER 2x6 5U5-FA6CIA (TYPICAL) PLT. Hr. _ 4" SANDING IT ucco 16TUCCO (rYP.) FINISH FINISH 7, I'-4" W. x 5'-0" H. x ro w DAVIS BEWS DESIGN GROVP Lo r 0 J��O EST. 1994 F 0 JM�0 ocMco sm N i >>JN O p iL m • 0.0aN OJcO U. yi 0. /j J.— c'j OD y� T Z N DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OWSMMI, FLORIDA 34677 813.925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEW&COM TAMPA • E7ENVER EST. 1994 F _,- VENT CALCULATIONS BASED ON THE FOLLOWING j {� ISEAM * 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT I I CONC. i LINTEL ❑ ❑ ❑ ❑ ❑ ❑ 0 ❑ * 5.2 SQ. IN• PER SQUARE FOOT OF SOFFIT VENT I 1 LANAI FAMILY I I LY `* yGARAGE T I u I , I I I I I I i I , I I I I 1 pill I I 6:12 6:12 oei L � i I I I I I' I I -I r I i I � I I I � I , p iv 6:12 l I 1 I UPPER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA =1464 SQ, FT. / 300 = 4.88 SQ. FT. X 144 = 703 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 351.36 SQ, IN. # UPPER 2/3 ROOF VENTS REQUIRED = 3 TOTAL SOFFIT VENTILATION NEEDED 13 SQ. FT• VENT CALCULATIONS BASED ON THE FOLLOWING * 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT * 5.2 SQ. IN.. PER SQUARE FOOT OF SOFFIT VENT G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. 5 R P I � I 5 -------------------- N / 6:12 T. - I 6:12 w 6:12 ----- ---L- I 6' LOWER ROOF M VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 529 SQ. FI. / 300 =1.76 SQ. FT. X 144 = 254 SQ. IN. 61 �u�� 12 Q6 I x ro w HALF AT UPPER 2/3 ROOF VENTS = 126.96 SQ. IN. z ROOF TRUSSES I i 0 # UPPER 2/3 ROOF VENTS REQUIRED = 1 T. Hr. tN o0� _ PLT, Hr: TOTAL SOFFIT VENTILATION NEEDED 5 SQ. FT. N ` JM Lu AT 24" O.C. ,_ (TYPICAL) x STUTUGCD 0 0 TYP, 12 Q6 STUCCO FINISH 7 LANAI ROOF VENT CALCULATIONS BASED ON THE FOLLOWING ----- ------------------- 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT ECOND F.F. LINE AT HIP AA $„ ROOF * 5.2 SQ. IN. PER SQUARE FOOT OF SOFFIT VENT T (UN.O.) 3A3 -SHINGLE 8" ROOF -SECOND FF. LINE i — ROOF PLAN. O.M. _ SCALE: 1/8 - 14' T.O.M. - VENT REQUIREMENTS �VENTILATION - v CALCULATIONS ATTIC AREA = 139 SQ. FT. / 300 = 0.46 SQ• FT.2 N4: I y I L STORY_ 12X 144 = 67 SQ• IN. VOLUME T 1 BR. 3 a6 GIRDER AT UPPER 2/3 ROOF VENTS = 33.36 SQ. IN. iI 6.12 12 4 � � � � � � � ROOF TRUSSHALF AT 24" O.G. # UPPER 2/3 ROOF VENTS REQUIRED =1 TOTAL SOFFIT VENTILATION NEEDED 2 SQ. FT. ----------- ----- - -.- -—_,. I ;w i L %n 6:12 I I A I p FLOOR SYSTEM (TYPICAL) VENT CALCULATIONS BASED ON THE FOLLOWING j {� ISEAM * 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT I I CONC. i LINTEL ❑ ❑ ❑ ❑ ❑ ❑ 0 ❑ * 5.2 SQ. IN• PER SQUARE FOOT OF SOFFIT VENT I 1 LANAI FAMILY I I LY `* yGARAGE T I u I , I I I I I I i I , I I I I 1 pill I I 6:12 6:12 oei L � i I I I I I' I I -I r I i I � I I I � I , p iv 6:12 l I 1 I UPPER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA =1464 SQ, FT. / 300 = 4.88 SQ. FT. X 144 = 703 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 351.36 SQ, IN. # UPPER 2/3 ROOF VENTS REQUIRED = 3 TOTAL SOFFIT VENTILATION NEEDED 13 SQ. FT• VENT CALCULATIONS BASED ON THE FOLLOWING * 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT * 5.2 SQ. IN.. PER SQUARE FOOT OF SOFFIT VENT G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. 5 R P I � I 5 -------------------- N / 6:12 T. - I 6:12 w 6:12 ----- ---L- I 6' LOWER ROOF M VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 529 SQ. FI. / 300 =1.76 SQ. FT. X 144 = 254 SQ. IN. 61 I 12 Q6 I x ro w HALF AT UPPER 2/3 ROOF VENTS = 126.96 SQ. IN. z - I i 0 # UPPER 2/3 ROOF VENTS REQUIRED = 1 T. Hr. tN o0� _ PLT, Hr: TOTAL SOFFIT VENTILATION NEEDED 5 SQ. FT. N ` JM Lu a x STUTUGCD 0 0 TYP, _ STUCCO FINISH 7 000 VENT CALCULATIONS BASED ON THE FOLLOWING OVERHANG Lu 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT ECOND F.F. LINE AT HIP AA $„ ROOF * 5.2 SQ. IN. PER SQUARE FOOT OF SOFFIT VENT T (UN.O.) 3A3 -SHINGLE 8" ROOF -SECOND FF. LINE i — ROOF PLAN. O.M. _ SCALE: 1/8 - 14' SAND FINISH TEXTURED BANDING 3/4° THICK 12 6 12 Q6 ' x ro w 11 z C U"LLoO o l() 0 o T. Hr. tN o0� _ PLT, Hr: Y/ N ` JM Lu a x STUTUGCD 0 0 ��... _ STUCCO FINISH 7 000 FINISH Lu 3/4° THICK JOB NUMBER 27002.104 CAD FILE NAMELOT 95 TB ISSUED 02-27-17 REVISED 03-21-17 12 6 12 Q6 ' x ro w 11 150 STATE STREET EAST OUX WL, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.CAM TAMPA • DENVER. C U"LLoO o l() 0 _j co T. Hr. tN o0� _ PLT, Hr: Y/ N ` JM �- V L. STUTUGCD 0 0 ��... STUCCO FINISH 7 000 FINISH [L-(Dro' Y � ` ECOND F.F. LINE ro, N $„ ROOF T 0 p Zcmv2d -SHINGLE 8" ROOF -SECOND FF. LINE i — O.M. _ JOB NUMBER 27002.104 CAD FILE NAMELOT 95 TB ISSUED 02-27-17 REVISED 03-21-17 12 6 12 Q6 ' DAVIS BEWS DESIGN GROVP HINGLE 12 OOF 6� 150 STATE STREET EAST OUX WL, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.CAM TAMPA • DENVER. SHINGLE 12 Q 6 ROOF T. Hr. _ PLT, Hr: STUTUGCD STUCCO FINISH 7 SGGO FINISH SHINGLE FINISH 12 Q6 ECOND F.F. LINE 412 $„ ROOF SECOND F.F. LINE ` - -SHINGLE 8" ROOF -SECOND FF. LINE i — O.M. _ T.O.M. - - v JOB NUMBER 27002.104 CAD FILE NAMELOT 95 TB ISSUED 02-27-17 REVISED 03-21-17 rEXTUREq TEXTURED TEXTURED TEXTURED to FINISH SERV DR. FIN15H 21-011 Z FINISH 7 FINISH 7 �, 7 7 C ...I AIN F.F. LINE - - - - T _ _MAIN FF. LINE ( LL-- - - - - - — V/ � GRADE LINE GRADE LINE ASSUMED) (ASSUMED) w■• ��III�� u1rrN'! `� '•°• +.,• `�%'gym LEFT ELEVATION .. •• r SCALE: I/8.. , I4" �„ .• u, .. (► ® O ,; �. • LtJ c Q 0 < :; b v r • sr s • 12 12 • 4G 6� 12 i �6 LSHING LE 0111 MINI SHINGLE ROOF 2-4050 5.H: J1 OPT. R ROOF - - BONUS ROOM PLT. NT. PLT. HT; 0 /6TUCCO STUCCO FINISH * EjEF.G: ;- FINISH: ..- 12 SECOND FF. LINES HINGLE �7�4 SECOND FF. LINE OOFT.O.M. R T.oM, M <r TEXTURED TEXTURED a, FINISH s, FIN15H ; - m MAIN FF. LINE _ TEMP. MAIN F.F. LINE GRADE LINE T GRADE LINE (ASSUMED) (ASSUMED) REAR ELEVATION SCALE: 1;8 1'.0" ' oC 12 11 12 LSHINGLE SHINGLE ROOF 6� ROOF a6 PLT. NT. PLT. HT. LSTUCCO /6TUCrTEMP.D o 6, * «� FIN15H a. J FINI 12 SHINGLE S>N 7 6 SHINGLE ROOF ' SECOND F.F. LINE ROOF 6 12 8° - SECOND FF. LINE SECOND F.F. LINE T.O.M. T.OM, - � 2 585 /TEXTURED /TEXTURED, ' FINISH � FINISH • TITLE MAIN FF. LINEILI MAIN FF. LINE SIDES AND REAR ELEI — — - - - - - - - - - - - - - - - ROOF PLAN GRADE LINE GRADE LINE DETAILS (ASSUMED) (ASSUMED) _ RIGHT ELEVATION ' SCALE: 1/8 I'-0" TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / ELEVATION "Al OR SAND FINISH KEYSTONE SCALE: 3" - 1'-0"GARAGE LEFT DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUX WL, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.CAM TAMPA • DENVER. EST. 1994 �- rEXTUREq TEXTURED TEXTURED TEXTURED to FINISH SERV DR. FIN15H 21-011 Z FINISH 7 FINISH 7 �, 7 7 C ...I AIN F.F. LINE - - - - T _ _MAIN FF. LINE ( LL-- - - - - - — V/ � GRADE LINE GRADE LINE ASSUMED) (ASSUMED) w■• ��III�� u1rrN'! `� '•°• +.,• `�%'gym LEFT ELEVATION .. •• r SCALE: I/8.. , I4" �„ .• u, .. (► ® O ,; �. • LtJ c Q 0 < :; b v r • sr s • 12 12 • 4G 6� 12 i �6 LSHING LE 0111 MINI SHINGLE ROOF 2-4050 5.H: J1 OPT. R ROOF - - BONUS ROOM PLT. NT. PLT. HT; 0 /6TUCCO STUCCO FINISH * EjEF.G: ;- FINISH: ..- 12 SECOND FF. LINES HINGLE �7�4 SECOND FF. LINE OOFT.O.M. R T.oM, M <r TEXTURED TEXTURED a, FINISH s, FIN15H ; - m MAIN FF. LINE _ TEMP. MAIN F.F. LINE GRADE LINE T GRADE LINE (ASSUMED) (ASSUMED) REAR ELEVATION SCALE: 1;8 1'.0" ' oC 12 11 12 LSHINGLE SHINGLE ROOF 6� ROOF a6 PLT. NT. PLT. HT. LSTUCCO /6TUCrTEMP.D o 6, * «� FIN15H a. J FINI 12 SHINGLE S>N 7 6 SHINGLE ROOF ' SECOND F.F. LINE ROOF 6 12 8° - SECOND FF. LINE SECOND F.F. LINE T.O.M. T.OM, - � 2 585 /TEXTURED /TEXTURED, ' FINISH � FINISH • TITLE MAIN FF. LINEILI MAIN FF. LINE SIDES AND REAR ELEI — — - - - - - - - - - - - - - - - ROOF PLAN GRADE LINE GRADE LINE DETAILS (ASSUMED) (ASSUMED) _ RIGHT ELEVATION ' SCALE: 1/8 I'-0" TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / ELEVATION "Al OR SAND FINISH KEYSTONE SCALE: 3" - 1'-0"GARAGE LEFT LAPPING DOWN OVER RIM JOIST AND UP WALL BY 611 °° 2011 FLOOR ° WATERPROOF MEMBRANE TRUSS ° FLASHING TO BE FLEXIBLE SELF 2X$ TRIM BOARD j 11 I I. ADHESIVE TYPE (MIN 6 WIDE) i i j #1 �. j / PRECAST LINTEL ' '' STUCCO "J""J"MOLD ' . PROVIDE SELF ADHERED 7/16 O.S.B. SHEATHING FLASHING LAPPING DOWN OVER RIM JOIST 7 E STRUCTURAL FOR ° SEE 2X12 #2 SYP CONT LEDGER W/ AND UP WALL BY 6 CONNECTORS 0 O,. (4) 1/4" X 4" LAG SCREWSC CEMENT 24 " TEXTURED E SPACED EVENLY @ 24 O.C. MAX FLOOR TRUSS SEE STRUCTURAL EA. FLOOR TRUSS i' PLASTER FINISH L USP HTA20 STRAP 8 CMU BLOCK TYPICAL FLASHING AT PRECAST EA. JOIST 15/32 O.S.B. SHEATHING x w 150 STATE STREET EAST OLDRAAR, FLORIDA 34677 813. 925. 1300 TEL' 813.925.1800 FAX W W W.DAVISBEWS,COM TAMPA • DENVER 2X4'S @ 16"O.C. BRG EXT WALL U Ta o iQ BUILDING WRAP BEYOND FLASHING TO EXTEND 36" 0 % -i nF) PROVIDE SELF ADHERED Z FLASHING UNDER S.G.D. AS RUBBER MEMBRANE BEYOND 7/16" O.S.B. SHEATHING EXTERIOR FINISH 1 311 11 � � SHOWN, PROVIDE a -1 BEAD OF I PER BUILDER BUILDING WRAP BEYOND FINISH CONST. ADHESIVE TO BE APPLIED _ CAULK/SEALANT OR SOLDER FLASHING. PROVIDE FLASHING N DER THRESHOLD OF DOOR BETWEEN PAN FLASHING UNDER I BOOT AT POSTS z j j N DOOR FLASHING AT BALCONY AND RETURN UP JAMB 6". USE AND DECK FLASHING. � CEMENT PLASTER STOP aoLL #3 � LIQUID NAIL BRAND OR EQUAL EXTERIOR FINISH � I WATERPROOF MEMBRANE WATERPROOF MEMBRANE '0 'o .0 h 6= ��- BUILDING WRAP TO GO OVER FLASHING I i WATER PROOF CAULKING I i PER BUILDER 0 -r o _0 LL .1L.04 �FqT 7/16" O.S.B. SHEATHING .0 _j '-o,On #2 _ ;r : I 'd FLASHING z 1 lot yFR FOLD UP WEATHER PROVIDE SELF ADHERED ROOF MATERIAL PER I FLASHING � � LAPPING DOWN OVER RIM JOIST AND UP WALL BY 611 °° 2011 FLOOR ° WATERPROOF MEMBRANE TRUSS ° FLASHING TO BE FLEXIBLE SELF 2X$ TRIM BOARD j 11 I I. ADHESIVE TYPE (MIN 6 WIDE) i i j #1 �. j / PRECAST LINTEL ' '' STUCCO "J""J"MOLD ' . PROVIDE SELF ADHERED 7/16 O.S.B. SHEATHING FLASHING LAPPING DOWN OVER RIM JOIST 7 E STRUCTURAL FOR ° SEE 2X12 #2 SYP CONT LEDGER W/ AND UP WALL BY 6 CONNECTORS 0 O,. (4) 1/4" X 4" LAG SCREWSC CEMENT 24 " TEXTURED E SPACED EVENLY @ 24 O.C. MAX FLOOR TRUSS SEE STRUCTURAL EA. FLOOR TRUSS i' PLASTER FINISH L USP HTA20 STRAP 8 CMU BLOCK TYPICAL FLASHING AT PRECAST EA. JOIST ,108 NUMBER 27002.104 • CAD FILE NAMELOT 95 TB ISSUED 02-27-17 REVISED 03-21-17 AND EXTERIOR SHEATHING TEXTURED �• x w 150 STATE STREET EAST OLDRAAR, FLORIDA 34677 813. 925. 1300 TEL' 813.925.1800 FAX W W W.DAVISBEWS,COM TAMPA • DENVER C U Ta o iQ 0AAcq 0 % -i nF) 1 FINISH Y/0'500 N Lm z j j N DOOR FLASHING AT BALCONY TYPICAL FLASHING ATBALCONY. aoLL O O '0 'o .0 h 6= EXTERIOR SHEATHING 0 -r o _0 LL .1L.04 �FqT .0 _j '-o,On z 1 lot yFR FOLD UP WEATHER 2014 FBRC SECTION 8703 EXTERIOR COVERING ,108 NUMBER 27002.104 • CAD FILE NAMELOT 95 TB ISSUED 02-27-17 REVISED 03-21-17 AND EXTERIOR SHEATHING TEXTURED �• vi AS HURRICANE STRAP PER SGP PITCH ROOF FRAMING PLAN sa WEATHER RESISTIVE WITH SECTION R702.7 OF THE CODE. ca PER BARRIER C7 Z ELEV. 5� - BARRIER R703.2 WATER -RESISTIVE c -J 5 � � � O - BREAKS, COMPLYING WITH >, ONE LAYER OF APPROVED WEATHER RESISTANT MATERIAL, FREE FROM HOLES AND BR U- 01 E1= SILL PLATE ��rI �P ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF (SEE DETAIL B �.1 r FOR OPTIONS)ALL EXTERIOR WALLS, SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER 0 alit 5 ee 1 .WHERE JOINTS OCCUR MATERIAL SHALL BE LAPPED NOT LESS O � THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM) � BRG. HGT.♦ 'K �� - THAN 6 INCHES 152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND �� 3 @' � MANNER TO MEET THE REQUIREMENTS OF THE 4 • � o ALUM. DRIP EDGE TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A M N 4 CORNER PATCH • . -., •, b EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. .. . � • .. 2x6. FASCIA : _ ; n c•d- R703.8 FLASHING FLASHING SHALL BE APPLIED SHINGLE FASHION IN MANNER TO PREVENT s • • VENTED ALUM. SOFFIT APPROVED CORROSION-RESISTANT,`i , -� ,• FLASHING 1 THE BUILDING STRUCTURAL FRAMING O ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO SHEATH & EXT. FINISH FLASHING - FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR COMPONENTS. SELF ADHERED MEMBRANES USED AS alae. WINDOW FLASHING AS REQ'D FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH `A'SEALANT WINDOW TRIM 1X4 wl 20 CLASS 25 RDE NS OR GREATER FOR PROPER JOINT EXPANSION AND NOTES; COMPLYING WITH AAMA 800 OR ASTM C 9 LAS GRADE DBL. CONTRACTION, ASTM C 1281, AAMA $12, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE HEADER SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED (MIN. 6" WIDE) CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY 1. EXTERIOR WINDOW AND, DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND �."'..� TYPICAL WINDOW AND SLIDING GLASS TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE '� �� TYPICAL SLIDING GLASS DOOR FLASHING DETAIL RING DETAIL DOOR Z FLASHING OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD. 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT � r ' FOLD UP WEATHER RESISTIVEFLASHING MANUFACTURERS TEN S WEATHER BARRIER & TEMPORARILY SECURE ADDRESSED IN THE FENESTRATION MANUFACTURERS, IN ACCORDANCE WITH THE A ' MECHANICALLY FAS A RE N FLASHING SHALL BE INSTALLED AT THE NECESSARY IN CORNERS RESISTIVE INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PA THROUGH FLASHING BARRIER SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A r- MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR WEATHER.. � EXTERIOR AND SIDE OPTION - A PROTECTION AT THE HEAD A S RESISTIVE SHEATHING ' BARRIER TAPE SILL PLATE 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL: FLASHING 2 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. Ln A SEMBLED 1 _ (S WOODEN FLASHING WINDOW) 2 /WDMA 300. - 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMAM/DMA 250„ OR FMA/AAMA FLASHING 2: AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH .., SILL PLATE PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. SEE NOTE #2 FLASHING DO NOT FLASH N OVER BorroM 3. UNDER AND AT THE ENDS OF MASONRY WOOD OR METAL COPINGS AND SILLS. NAILING FLANGE WALL SHEATHING • HEAD FLASHING TIE-IN 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. INSTRUCTIONS: NOTES: 0 NOTES: ....,.� 5. WHERE EXTERIOR PORCHES DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME E 11 1. CUT, FOLD UP &TEMPORARILY _ 11 E TYPE MIN. 6 WIDE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE ) ( BE FLEXIBLE SELF-ADHESIVE TYPE MIN. 6 WIDE SECURE WEATHER RESISTIVE 1. FLASHING TO ( ) CONSTRUCTION. 2585 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW BARRIER ABOVE HEADER TO • ALLOW FOR FLASHING 2.REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE INSTALLATION SILL PLATE 6. AT WALL AND ROOF INTERSECTIONS. 3. INSTALL SILL FLASHING AS SHOWN ABOVE TITLE 2. INSTALL HEAD FLASHING UNDER 3.INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 7, AT BUILT-IN GUTTERS. FLASHING aETA1Ls 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING . .BARRIER BACK OVER HEAD _ LAPS FLASHING AND SEAL WITH TAPE - DAVIS BEWS' DESIGN GROVP 150 STATE STREET EAST OLDRAAR, FLORIDA 34677 813. 925. 1300 TEL' 813.925.1800 FAX W W W.DAVISBEWS,COM TAMPA • DENVER EST. 1994 CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY TYPICAL FLASHING ATBALCONY. TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING WALL COVERING 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS �FqT yFR FOLD UP WEATHER 2014 FBRC SECTION 8703 EXTERIOR COVERING ROOF MATERIAL PER 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO RESISTIVE BARRIER & TEMPORARILY SECURE ENVELOPE. ,THE EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENV LO ELEVATIONS WITH APPROVED ALLOW FOR FLASHING INSTALLATION EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL UNDERLAYMENT( REFER To RFs QST ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER COVER SHEET ) 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER WITHIN THE WALL ASSEMBLY BY PROVIDING AWATER-RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS PRE-ENGINEERED ROOF TRUSSES AT 24 O.C. 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING TAPE `� e'�R REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. 12 AND SEAL WITH WEATHER RESISTIVE BARRIER PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE vi AS HURRICANE STRAP PER SGP PITCH ROOF FRAMING PLAN sa WEATHER RESISTIVE WITH SECTION R702.7 OF THE CODE. ca PER BARRIER C7 Z ELEV. 5� - BARRIER R703.2 WATER -RESISTIVE c -J 5 � � � O - BREAKS, COMPLYING WITH >, ONE LAYER OF APPROVED WEATHER RESISTANT MATERIAL, FREE FROM HOLES AND BR U- 01 E1= SILL PLATE ��rI �P ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF (SEE DETAIL B �.1 r FOR OPTIONS)ALL EXTERIOR WALLS, SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER 0 alit 5 ee 1 .WHERE JOINTS OCCUR MATERIAL SHALL BE LAPPED NOT LESS O � THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM) � BRG. HGT.♦ 'K �� - THAN 6 INCHES 152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND �� 3 @' � MANNER TO MEET THE REQUIREMENTS OF THE 4 • � o ALUM. DRIP EDGE TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A M N 4 CORNER PATCH • . -., •, b EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. .. . � • .. 2x6. FASCIA : _ ; n c•d- R703.8 FLASHING FLASHING SHALL BE APPLIED SHINGLE FASHION IN MANNER TO PREVENT s • • VENTED ALUM. SOFFIT APPROVED CORROSION-RESISTANT,`i , -� ,• FLASHING 1 THE BUILDING STRUCTURAL FRAMING O ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO SHEATH & EXT. FINISH FLASHING - FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR COMPONENTS. SELF ADHERED MEMBRANES USED AS alae. WINDOW FLASHING AS REQ'D FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH `A'SEALANT WINDOW TRIM 1X4 wl 20 CLASS 25 RDE NS OR GREATER FOR PROPER JOINT EXPANSION AND NOTES; COMPLYING WITH AAMA 800 OR ASTM C 9 LAS GRADE DBL. CONTRACTION, ASTM C 1281, AAMA $12, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE HEADER SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED (MIN. 6" WIDE) CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY 1. EXTERIOR WINDOW AND, DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND �."'..� TYPICAL WINDOW AND SLIDING GLASS TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE '� �� TYPICAL SLIDING GLASS DOOR FLASHING DETAIL RING DETAIL DOOR Z FLASHING OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD. 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT � r ' FOLD UP WEATHER RESISTIVEFLASHING MANUFACTURERS TEN S WEATHER BARRIER & TEMPORARILY SECURE ADDRESSED IN THE FENESTRATION MANUFACTURERS, IN ACCORDANCE WITH THE A ' MECHANICALLY FAS A RE N FLASHING SHALL BE INSTALLED AT THE NECESSARY IN CORNERS RESISTIVE INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PA THROUGH FLASHING BARRIER SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A r- MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR WEATHER.. � EXTERIOR AND SIDE OPTION - A PROTECTION AT THE HEAD A S RESISTIVE SHEATHING ' BARRIER TAPE SILL PLATE 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL: FLASHING 2 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. Ln A SEMBLED 1 _ (S WOODEN FLASHING WINDOW) 2 /WDMA 300. - 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMAM/DMA 250„ OR FMA/AAMA FLASHING 2: AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH .., SILL PLATE PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. SEE NOTE #2 FLASHING DO NOT FLASH N OVER BorroM 3. UNDER AND AT THE ENDS OF MASONRY WOOD OR METAL COPINGS AND SILLS. NAILING FLANGE WALL SHEATHING • HEAD FLASHING TIE-IN 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. INSTRUCTIONS: NOTES: 0 NOTES: ....,.� 5. WHERE EXTERIOR PORCHES DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME E 11 1. CUT, FOLD UP &TEMPORARILY _ 11 E TYPE MIN. 6 WIDE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE ) ( BE FLEXIBLE SELF-ADHESIVE TYPE MIN. 6 WIDE SECURE WEATHER RESISTIVE 1. FLASHING TO ( ) CONSTRUCTION. 2585 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW BARRIER ABOVE HEADER TO • ALLOW FOR FLASHING 2.REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE INSTALLATION SILL PLATE 6. AT WALL AND ROOF INTERSECTIONS. 3. INSTALL SILL FLASHING AS SHOWN ABOVE TITLE 2. INSTALL HEAD FLASHING UNDER 3.INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 7, AT BUILT-IN GUTTERS. FLASHING aETA1Ls 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING . .BARRIER BACK OVER HEAD _ LAPS FLASHING AND SEAL WITH TAPE - DAVIS BEWS' DESIGN GROVP 150 STATE STREET EAST OLDRAAR, FLORIDA 34677 813. 925. 1300 TEL' 813.925.1800 FAX W W W.DAVISBEWS,COM TAMPA • DENVER EST. 1994 vi AS HURRICANE STRAP PER SGP PITCH ROOF FRAMING PLAN sa WEATHER RESISTIVE WITH SECTION R702.7 OF THE CODE. ca PER BARRIER C7 Z ELEV. 5� - BARRIER R703.2 WATER -RESISTIVE c -J 5 � � � O - BREAKS, COMPLYING WITH >, ONE LAYER OF APPROVED WEATHER RESISTANT MATERIAL, FREE FROM HOLES AND BR U- 01 E1= SILL PLATE ��rI �P ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF (SEE DETAIL B �.1 r FOR OPTIONS)ALL EXTERIOR WALLS, SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER 0 alit 5 ee 1 .WHERE JOINTS OCCUR MATERIAL SHALL BE LAPPED NOT LESS O � THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM) � BRG. HGT.♦ 'K �� - THAN 6 INCHES 152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND �� 3 @' � MANNER TO MEET THE REQUIREMENTS OF THE 4 • � o ALUM. DRIP EDGE TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A M N 4 CORNER PATCH • . -., •, b EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. .. . � • .. 2x6. FASCIA : _ ; n c•d- R703.8 FLASHING FLASHING SHALL BE APPLIED SHINGLE FASHION IN MANNER TO PREVENT s • • VENTED ALUM. SOFFIT APPROVED CORROSION-RESISTANT,`i , -� ,• FLASHING 1 THE BUILDING STRUCTURAL FRAMING O ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO SHEATH & EXT. FINISH FLASHING - FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR COMPONENTS. SELF ADHERED MEMBRANES USED AS alae. WINDOW FLASHING AS REQ'D FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH `A'SEALANT WINDOW TRIM 1X4 wl 20 CLASS 25 RDE NS OR GREATER FOR PROPER JOINT EXPANSION AND NOTES; COMPLYING WITH AAMA 800 OR ASTM C 9 LAS GRADE DBL. CONTRACTION, ASTM C 1281, AAMA $12, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE HEADER SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED (MIN. 6" WIDE) CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY 1. EXTERIOR WINDOW AND, DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND �."'..� TYPICAL WINDOW AND SLIDING GLASS TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE '� �� TYPICAL SLIDING GLASS DOOR FLASHING DETAIL RING DETAIL DOOR Z FLASHING OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD. 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT � r ' FOLD UP WEATHER RESISTIVEFLASHING MANUFACTURERS TEN S WEATHER BARRIER & TEMPORARILY SECURE ADDRESSED IN THE FENESTRATION MANUFACTURERS, IN ACCORDANCE WITH THE A ' MECHANICALLY FAS A RE N FLASHING SHALL BE INSTALLED AT THE NECESSARY IN CORNERS RESISTIVE INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PA THROUGH FLASHING BARRIER SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A r- MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR WEATHER.. � EXTERIOR AND SIDE OPTION - A PROTECTION AT THE HEAD A S RESISTIVE SHEATHING ' BARRIER TAPE SILL PLATE 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL: FLASHING 2 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. Ln A SEMBLED 1 _ (S WOODEN FLASHING WINDOW) 2 /WDMA 300. - 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMAM/DMA 250„ OR FMA/AAMA FLASHING 2: AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH .., SILL PLATE PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. SEE NOTE #2 FLASHING DO NOT FLASH N OVER BorroM 3. UNDER AND AT THE ENDS OF MASONRY WOOD OR METAL COPINGS AND SILLS. NAILING FLANGE WALL SHEATHING • HEAD FLASHING TIE-IN 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. INSTRUCTIONS: NOTES: 0 NOTES: ....,.� 5. WHERE EXTERIOR PORCHES DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME E 11 1. CUT, FOLD UP &TEMPORARILY _ 11 E TYPE MIN. 6 WIDE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE ) ( BE FLEXIBLE SELF-ADHESIVE TYPE MIN. 6 WIDE SECURE WEATHER RESISTIVE 1. FLASHING TO ( ) CONSTRUCTION. 2585 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW BARRIER ABOVE HEADER TO • ALLOW FOR FLASHING 2.REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE INSTALLATION SILL PLATE 6. AT WALL AND ROOF INTERSECTIONS. 3. INSTALL SILL FLASHING AS SHOWN ABOVE TITLE 2. INSTALL HEAD FLASHING UNDER 3.INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 7, AT BUILT-IN GUTTERS. FLASHING aETA1Ls 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING . .BARRIER BACK OVER HEAD _ LAPS FLASHING AND SEAL WITH TAPE - __ II . � _11.1, ��I �.ILL 11 _ SHEATHING �\ 6 x m " 7/8 CEMENT PLASTER 7/8" CEMENT PLASTER IN r r. U) V0to0 WEATHER RESISTIVE WINDOW UNIT IN ACCORDANCE WITH ACCORDANCE WITH ASTMC926 TE=XTURE rA BARRIER TRIMMED SHINGLE ASTMC926 co M N r FIN15H GOAT TYPICAL. 6 DOOR ROUGH OPENING SLOPE APPROVED WEATHER -RESISTANT `M � LL CUT SHINGLES 2" BACK FROM O 0 0.3 in: 12.0 m APPROVED WEATHER -RESISTANT MATERIAL W/METAL LATH IN BROWN GOAT WOOD FRAME CONSTR. (0.6 cm .30.5 cm) MATERIAL W/ METAL LATH IN ACCORDANCE. WITH ASTMC1063 _ SELF ADHERED FLASHING !. "- " 3/4"-l" BEAD OF CONSTR. ACCORDANCE WITH ASTMC1063 O 0 0. H AT SCRATG GO BY CARPING DOWN -. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING : �• . 5 F FURRING EL RR OVER RIM JOIST AND UP 0 WALL BY 6 IN. THRESHOLD OF DOOR AND RETURN UP JAMB 6 . USE LIQUID NAIL BRAND BUILDING PAPER BUILDING PAPER LATH ,,, , , ,. ,,,.,: ., ,:, OR EQUAL WEATHER PROOF CAULKING EXTERIOR CEMT. FIN. .,. 7/16" O.S.B. ,.: o TWO LAYER5 WRB BUILDING PAPER , 7/16 O.S.B. " ' SHEATHING - SEL F ADHERED FLASHING SHEATHING , � WEEP SGREED SEAL TOPS OF JOISTS WIRE LATH WEEP 'KEEP TOP EDGE OF E TERMINATE $ELF UNDER DECKING °, .; r, •; SUBFLOOR ` _ _ METAL " P F SCREED 2 BELOW TO O ADHESIVE FLASHINCa /.: SEE DETAIL WP07 .: w FLASHING BLOCK AT OWER N05E OF —{ L ' 31/2" '--SELF ADHE51VE RIM JOIST ulvNtrcruKHi to FLASHING FLANGE 7/8" - JOINT ONLY CREED MA50NRY BLOCK WEEP $ WALL10 MAINTAIN METAL FLASHING 3-1/2" BOTTOM OF UNPERFORATED FLANGE 7/8" WEEP SCREED WEEP SCREED 11/2" TO 2 ABOVE ROOF 1/2" CEMENTITIOUS SELF -ADHERED FLASHING SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A SHEATHING DECORATIVE FINISH WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL -CEMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUTAND EXTERIOR MECHANICALLY FASTEN IF RUBBERIZED ASPHALT® CAULKED ALL BUTT ° " SHEATHING NEEDED N CORNERS RUBBERIZED ADHESIVE CEMENT PLASTER IN 3/4"-l" BEAD CONSTR. INSTALL SELF -ADHERED ASPHALT ADHESIVE m ®®•®®° ®®* mG JOINTS NEED TO BE PUTFRInR C1IFATNIN(. �..�s_ -- .i!i�� -- .-....._ ruoni in_u cGrr_enuGRGn ArrORI)ANCF WITH o9°,. . _ EMBEDDED IN JOB NUMBER 27002.104 CAD FILE NAMELOT 95 7B ISSUED 02-27-17 REVISED OJ -21,-17 �\ 6 x m 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 92.5. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER r r. U) V0to0 CORNER OF _j co W rA 0 � TRIMMED SHINGLE as co M N r TYPICAL. 6 �jJN ROOFING FELT `M � LL CUT SHINGLES 2" BACK FROM O 0 a •- EI�ti VALLEY CENTERLINE � REMOVE a� u. ro Y w to t0 }+ N L 0 ro', O 0 0. JOB NUMBER 27002.104 CAD FILE NAMELOT 95 7B ISSUED 02-27-17 REVISED OJ -21,-17 DO NOT FLASH OVER i UNDER DECKING *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMUMt OM NAILING ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER PLASTER ®°o° r BOTTOM (SEE DETAIL WP07) FLANGE SHEDDING LAPS OVER °°o Z BLOCK 1ST SELF -ADHERED FLASHING SELF -ADHERED FLASHING FLOOR SELF -ADHERED FLASHING .� EXTERIOR DOOR WITH DECK INSIDE CORNER HALF ROUND WINDOW � LL INSTALL BOTTOM EDGE OF " WEEP SCREED 1BELOW Ix SLAB I� FINISH. FLOOR C) \111 1 / e`er � +•fid•••••• . /�® !�' WALL SHEATHING „ „ „ • •o CONT, GALV. L d• ASPHALT SEALANT: TEXTURED PAINTED DETAIL. • • , y „ NO IN FLASHING PER ' OPTIONAL EXTEND MIN. OF 6 EXTER. WALL FINISH ASPHALT BASED NOTE: � • • OUTSIDE OF FLASHING MANUFACTURES � � • . t>:; 4C SPECIFICATIONS ROOF CRICKET. SEALANTAPPLIED • • Z.. MIN: 3:12 SLOPE THE BUILDING PAPER AND °. O j PLASTER STOP BEHIND FLASHING CRICKET AS (REQUIRED AT AND EXTENDING AMUST ♦♦ 6 .•. Oj �"' M ST BE -� .: ':....:•.:::;..:•... SPECIFIED ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIP ROOF METAL LATH U + i ee S � ••.e.• ..,.;.;.;.: , ... MINIMUM OF 6" ABOVE i LOCATIONS) AT ENTRY SHINGLE OVER WEEP SCREED DETAIL t BY PLAN SH G /' v® 6 � ?> � FLASHING W/ TAR VERTICAL RISE OF INSTALLED OVER THE TOP SCALE: NOT TO SCALE 4/ :•: ':.:.., •. FLASHING AT KNEEWALL 0 :::•':::;.::,:,: E WEEP SCREED. " „ OF TH <.••:;:;•;. •::.• ' ..:•':: — � CONT. GALV. L FLASHING PER ' N RTER. '`�:;:;>;>;`:�:: �.:;:�:';. DIVE MANUFACTURES ,.....• SEALANT FLASHING :•.;..:•;.,:.::.�.... ''• •'::.`:•,::'>.: SPECIFICATIONS Mi ...... ;... • . �:,.. l.,..: OVER ROOF SHEATHING ,•`; ,'r N , ..:::; :': •'•• •.. .....•., � .,,. :. SHINGLES W/ TAR :-'::•:. ;': • :, ..l.•.!, ROOF MATERIAL PER . 1 "'•-' ''"� ELEVATIONS. WITH APPROVED NOTE: THIS DETAIL IS REQUIRED FLASHING DETAILS DRIP EDGE UNDERLAYMENT REFER TO AT ALL VERTICAL WALL INTERSECTIONS ., ,:'. •: •' ::: • ... >.....:.: CRICKETS. FASCIA ..l,av,:r COVER SHEET) WITH ROOF VALLEYS & ROOF CR C PRE-ENGINEERED ROOF SELF -ADHERED I r TRUSSES AT 24,O.C. BEAUTY STRIP ROOF 'FLASHING PATCH' SHINGLE OVER W/ TAR FLASHING N FLASHING INSTALLATION N „ WALLS FIGURE 1. FLASHING INSTALLAT O CONT. GALV. L WHERE ROOF MEETS VERTICAL FLASHING PER DOUBLE JOIST SINGLE MANUFACTURES TEXTURED, PAINTED SPECIFICATIONS JOIST WOOD BEAM BELOW EXTERIOR WALL FINISH ;°° o'°. ae. a°°^< OVER ROOF } " h1u � 1 SELF -ADHERED FLASHING �u.., SHINGLES W •..°° .•° :°.:•.:::°, r, .°, r, y.r..,v.,°.,,.°,a.•,;.,°. /TAR" SELF -ADHERED FLASHING .,.v,.v,..,.,,.v°•„,,..,.,,.vv..°., r„ „ °. °. HOLD EXTERIOR vBOVE FINISH 2” A SHINGLE PER E ROOF 3 MIN CONTRACT SELF -ADHERED FLAS ING •: ��.° ��,° �'�:�:,v..s:•°it°,::, a°, a•.:°v .�. °°° :•, :°v :°, :::•, .°. ;° °: °•, °•. °• : SELF -ADHERED FLASHING FLASHING Fo 0 0 R 1 v v. v • i•v �°v i°v i v �• °° p° ptiv °°° °0v ev.v, el 'A v° av vv '""''' °v/ ° T EDGE O ° METAL DRIP E INSTALL FLASHING AND WEATHER RES FORM WATER SHEDDING LAPS RESISTIVE BARRIER TO 0 S •.,s.°°..°.> v., •:....•.... .. y BE UNDER 9•Q S u"DERLAYM ENT AT T F 'Si ,•'.<:.•:;:':::•:'• ; ti q ti SELF -ADHERED FLASHING SELF -ADHERED FLASHING F GROOF EAVESCAULKING DECK JOIST OUTSIDE CORNER Ln Ujq qsT OHO �Q0 SOIV •.vv.ev.v ° F jj o MEN e TYPICAL ROOF TO F o o,� �RS� S� �s� ggTo WALL FLASHING DETAIL 5��°° Q�N°°�R 3R0 O�°�RS� \°5� 1 '1 RAKE METAL DRIP EDGE z9 TO BE OVER s' " EAVES LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT 14" 2 CERTAINTEED WINTERGUARD GABLE ENDST FIRST STARTER SHINGLE FIGURE 2. WALL FINISH WATERPROOFING SHINGLE ' UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER ' DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS ASPHALT SEALANT: COURSE USED. EXTEND MIN. 6" ABOVE EMBED EACH SHINGLE IN A 2"2585 FLASHING DO NOT NAIL WITHIN 6 WIDE STRIP OF ASPHALT _ 6 TO 12' PER PLAN. VALLEY CENTERLINE - RAGING CEMENT. SPEC'S 6" HIGH DIVERTER �\ 6 s DAMS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 92.5. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 DO NOT FLASH OVER i UNDER DECKING *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMUMt OM NAILING ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER PLASTER ®°o° r BOTTOM (SEE DETAIL WP07) FLANGE SHEDDING LAPS OVER °°o Z BLOCK 1ST SELF -ADHERED FLASHING SELF -ADHERED FLASHING FLOOR SELF -ADHERED FLASHING .� EXTERIOR DOOR WITH DECK INSIDE CORNER HALF ROUND WINDOW � LL INSTALL BOTTOM EDGE OF " WEEP SCREED 1BELOW Ix SLAB I� FINISH. FLOOR C) \111 1 / e`er � +•fid•••••• . /�® !�' WALL SHEATHING „ „ „ • •o CONT, GALV. L d• ASPHALT SEALANT: TEXTURED PAINTED DETAIL. • • , y „ NO IN FLASHING PER ' OPTIONAL EXTEND MIN. OF 6 EXTER. WALL FINISH ASPHALT BASED NOTE: � • • OUTSIDE OF FLASHING MANUFACTURES � � • . t>:; 4C SPECIFICATIONS ROOF CRICKET. SEALANTAPPLIED • • Z.. MIN: 3:12 SLOPE THE BUILDING PAPER AND °. O j PLASTER STOP BEHIND FLASHING CRICKET AS (REQUIRED AT AND EXTENDING AMUST ♦♦ 6 .•. Oj �"' M ST BE -� .: ':....:•.:::;..:•... SPECIFIED ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIP ROOF METAL LATH U + i ee S � ••.e.• ..,.;.;.;.: , ... MINIMUM OF 6" ABOVE i LOCATIONS) AT ENTRY SHINGLE OVER WEEP SCREED DETAIL t BY PLAN SH G /' v® 6 � ?> � FLASHING W/ TAR VERTICAL RISE OF INSTALLED OVER THE TOP SCALE: NOT TO SCALE 4/ :•: ':.:.., •. FLASHING AT KNEEWALL 0 :::•':::;.::,:,: E WEEP SCREED. " „ OF TH <.••:;:;•;. •::.• ' ..:•':: — � CONT. GALV. L FLASHING PER ' N RTER. '`�:;:;>;>;`:�:: �.:;:�:';. DIVE MANUFACTURES ,.....• SEALANT FLASHING :•.;..:•;.,:.::.�.... ''• •'::.`:•,::'>.: SPECIFICATIONS Mi ...... ;... • . �:,.. l.,..: OVER ROOF SHEATHING ,•`; ,'r N , ..:::; :': •'•• •.. .....•., � .,,. :. SHINGLES W/ TAR :-'::•:. ;': • :, ..l.•.!, ROOF MATERIAL PER . 1 "'•-' ''"� ELEVATIONS. WITH APPROVED NOTE: THIS DETAIL IS REQUIRED FLASHING DETAILS DRIP EDGE UNDERLAYMENT REFER TO AT ALL VERTICAL WALL INTERSECTIONS ., ,:'. •: •' ::: • ... >.....:.: CRICKETS. FASCIA ..l,av,:r COVER SHEET) WITH ROOF VALLEYS & ROOF CR C PRE-ENGINEERED ROOF SELF -ADHERED I r TRUSSES AT 24,O.C. BEAUTY STRIP ROOF 'FLASHING PATCH' SHINGLE OVER W/ TAR FLASHING N FLASHING INSTALLATION N „ WALLS FIGURE 1. FLASHING INSTALLAT O CONT. GALV. L WHERE ROOF MEETS VERTICAL FLASHING PER DOUBLE JOIST SINGLE MANUFACTURES TEXTURED, PAINTED SPECIFICATIONS JOIST WOOD BEAM BELOW EXTERIOR WALL FINISH ;°° o'°. ae. a°°^< OVER ROOF } " h1u � 1 SELF -ADHERED FLASHING �u.., SHINGLES W •..°° .•° :°.:•.:::°, r, .°, r, y.r..,v.,°.,,.°,a.•,;.,°. /TAR" SELF -ADHERED FLASHING .,.v,.v,..,.,,.v°•„,,..,.,,.vv..°., r„ „ °. °. HOLD EXTERIOR vBOVE FINISH 2” A SHINGLE PER E ROOF 3 MIN CONTRACT SELF -ADHERED FLAS ING •: ��.° ��,° �'�:�:,v..s:•°it°,::, a°, a•.:°v .�. °°° :•, :°v :°, :::•, .°. ;° °: °•, °•. °• : SELF -ADHERED FLASHING FLASHING Fo 0 0 R 1 v v. v • i•v �°v i°v i v �• °° p° ptiv °°° °0v ev.v, el 'A v° av vv '""''' °v/ ° T EDGE O ° METAL DRIP E INSTALL FLASHING AND WEATHER RES FORM WATER SHEDDING LAPS RESISTIVE BARRIER TO 0 S •.,s.°°..°.> v., •:....•.... .. y BE UNDER 9•Q S u"DERLAYM ENT AT T F 'Si ,•'.<:.•:;:':::•:'• ; ti q ti SELF -ADHERED FLASHING SELF -ADHERED FLASHING F GROOF EAVESCAULKING DECK JOIST OUTSIDE CORNER Ln Ujq qsT OHO �Q0 SOIV •.vv.ev.v ° F jj o MEN e TYPICAL ROOF TO F o o,� �RS� S� �s� ggTo WALL FLASHING DETAIL 5��°° Q�N°°�R 3R0 O�°�RS� \°5� 1 '1 RAKE METAL DRIP EDGE z9 TO BE OVER s' " EAVES LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT 14" 2 CERTAINTEED WINTERGUARD GABLE ENDST FIRST STARTER SHINGLE FIGURE 2. WALL FINISH WATERPROOFING SHINGLE ' UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER ' DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS ASPHALT SEALANT: COURSE USED. EXTEND MIN. 6" ABOVE EMBED EACH SHINGLE IN A 2"2585 FLASHING DO NOT NAIL WITHIN 6 WIDE STRIP OF ASPHALT _ 6 TO 12' PER PLAN. VALLEY CENTERLINE - RAGING CEMENT. SPEC'S 6" HIGH DIVERTER �\ 6 CUT 2" DIAGONALLY OFF FLASHINGUPPER CORNER OF GALV. L FLASHING TRIMMED SHINGLE TYPICAL. ROOFING FELT CUT SHINGLES 2" BACK FROM DRIP EDGE VALLEY CENTERLINE REMOVE FASCIA SHEET THESE DETAILS ARE GENERIC AND MEANT T SHOW GENERAL FLASHING AND FIGURE 4. VALLEY DETAIL o AILFIASHING DETAILS . A4 FIGURE 3. CORNER DET WATERPROOFING METHODS TO BE USED. N.T.5. 3 121 A/C DISCONN. HORIX, DIRECT VENT DRYER NORIZ MAKE-UP THRU EXT. WALL MAKE-UP �LIGHT �LIGHT DUPLEX CONVENIENCE OUTLET -'--- -'.�.. ------ � -1 � DUPLEX OUTLET ABOVE COUNTER D � I— —I � I.P. WEATHERPROOF DUPLEX OUTLET 21� Y. UTIL W.P. I1[0 --- --- I .F.i: GROUND FAULT INTERRUPTER DUPLEX OUTLET L I_ J GF.I. HALF-WITCHEQ DUPLEX OUTLET L --- - —� — / SPECIAL PURP05E OUTLET II �, DEN LL— L pW OW.P. I I - DUPLEX OUTLET IN FLooR W.P. M. BATH ROUGH IN — J I 220 VOLT OUTLET MASTER SUITE -- FOR OPT.ENTRY i WALL SWITCH FANLIGHT �\ ( HORIZ. �/ �% ) \ 3 TWREE-WAY SWITCH .� MAKE-UP I (. , // WP. I4 FOUR-WAY SWITCH LIGHT LL_ GF.I. <i IDpIMMER SWITCH ROUGH -IN I I �/ GF.I. COACH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE \ FOR OPT. \ FAN/LIGNT \ PENDANT � AT 48" LIGHT I-�- WALL MOUNTED INCANDESCENT LIGHT FIXTURE ,0 I I I (VERIFY — — — - - ;O RECESSED INCANDESCENT LIGHT FIXTURE — 1— LOCATION) r sp I I I c. LIGHT FIXTURE WITH PULL CHAIN G.F.I. AT 48" PUMTTON FOR I -, TRACK LIGHT FOYER / / GD. OPENER I \ FLUORESCENT LIGHT FIXTURE c" � � � � � I � EXHAUST FAN M — 77, EXHAUST FANLIGHT COMBINATION W.P. cM ° GF.L `��k„ I ® )=LECTRic DOOR OPERATOR (OPTIONAL) CHIMES (OPTIONAL) WALL MOUNT PUSH5UTTON SWITCH (OPTML) I AT 8 8 � \ �I � —� I Gc ,� I �I / I (®�pn CARBON MONOXIDE DET ECTOR TO I IO FAN/ LIGHT SMOKE DETECTOR LANAI @g SMOKE CcAR50N MONO. cor5o DETECTOR W1 FAN DINING KITCHEN TELEPHONE (OPTIONAL) TELEVISION (OPTIONAL)$TD. LIGHT oht. /OPT. FAN FAMILY ROOM -Q,, GARAGE o THERMOSTAT \/ 11> PENDANT I G.C. VERIFY UNDER AT 48ELECTRIC METER (VERIFY CABINET LIGHTING ELECTRIC PANEL LOCATION) DISCONNECT SWITCH u- ® SPEAKER (OPTIONAL) w OF WINDOWS .� Eo O)I ( . ' ROUGH -IN FOR OPT. CEILING FAN ELEC. G.F.I. � J PANEL 200 AMP AT 48" CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ ______— N IRRIG. COACH Gv ROUGH -IN FOR OPT. CEILING FAN Ll MICROWAVE NOTES8 OUTLET +14" VENT HOOP TO EXTERIOR W.P. GRI. FOR 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS IGF.IJ AS INDICATED T.U6. SERVICE ON PLANS OR AS ITEM NO.4 AND 5 BELOW 10CATE6. , 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE G.C. VERIFY G.C. VERIFY FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: 1111TCHE-64211 2 LOCATION OF (1) LV INTERCONNECT IN .. . OUTLETS..... 14" ADDITIONAL WALL WIRE CHASE TELEPHONE.. J4` (UNLESS ABV COUNTERTOP) OUTLETS IN NON TELEVISION... 14" WET AREA ffAA rN O 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER co co N '- N 4/0 ALU. CABLE SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE OpiLM • MAIN DISCONNECT METER A/C AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. v 'o n COMBO - SQUARE 1) DISC. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING 0-i co �Y ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, mcy REFER TO FLOOR TYP. 014 AND 012 COPPER TO CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE ARC]. �J'W PLAN FOR NOTED MAIN DISC. INSIDE LIGHTSAND OUT TS LE DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 0D Fj AMPS. REQUIRED PANEL X10 COPPER TO Z v WATER NEATER 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY UNDERGROUND 08 COPPER TO RANGE ROOMS SHALL BE GF.C.I. PROTECTED (GF.I) SERVICE BY POWER COMPANY "4 COPPER To 5/8" GROUND ROD 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ALSO SERVICE TO BE BONDED ELECTRICAL WORK IS IN RILL COMPLIANCE WITH NF.PA.10, N.E.C. 2011, F.B.C.R - 5TH TO FOOTING STEEL EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL-KIEL-BUI;IING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN IO FEET OF EACH ROOM USED FOR SLEEPING ELECTRICAL RISER DIAGRAM PURPOSES. NOTE. 8. ALAF416 SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN ELECTRICAL MATERIALS AND INSTALLATIONS SHALL SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS, SHALL HAVE COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL BATTERY BACKUP, COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE ELEC. CODE LOCAL CODES, AND THE LOCAL POWER COMPANY. L15TED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. • JOB NUMBER 27002.104 CAD FILE NAMELOT 95 TB ISSUED 02-27-17 REVISED 03-21-17 x 150 STATE STREET EAST OU MAR, FLORIDA 34677 813.92.5.1300 TEL. 813.925.1800 FAX W W W.DAVISBEWS.COM `PAMPA • DENVER EST. 1994 r0 001000 JM��, ffAA rN O �l co co N '- N Lo low OpiLM • 00 v 'o n 0-i co �Y mcy �J'W 0D Fj Z v • JOB NUMBER 27002.104 CAD FILE NAMELOT 95 TB ISSUED 02-27-17 REVISED 03-21-17 G.C. VERIFY ALL SMOKE DETECTORS TDHA -WI BE RD RED 2 • **** UHK►U t Ltr i DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OU MAR, FLORIDA 34677 813.92.5.1300 TEL. 813.925.1800 FAX W W W.DAVISBEWS.COM `PAMPA • DENVER EST. 1994 G.C. VERIFY ALL SMOKE DETECTORS TDHA -WI BE RD RED 2 • **** UHK►U t Ltr i `--- ---- ----. -A _- _ I'. III HORIZ. E L E C T fR(CAL <E MAKE-UP LIGHT DUPLEX CONVENIENCE OUTLET o DUPLEX OUTLET ABOVE COUNTER I I —I J) .P: WEATHERPROOF DUPLEX OUTLET BATH72 WP. TI F.I, _ GROUND FAULT INTERRUPTER DUPLEX OUTLET I `�.F.�. - BATH .. \ 0101 I 3 BEDROOM 4 j L ® SPECIAL PURPOSE OUTLET WALL I DUPLEX OUTLET IN FLOOR © MNT. / I 220 VOLT OUTLET ROUGH -IN / / \ I WALL SWITCH FOR OPT. ,_ J ;y PAN/LIGHT13 THREE-WAY SWITCH J r — ---- - ROUGH -IN - I LIGHT AND - FOR OPT, 14 FOUR-WAY SWITCH BEDROOM 2 SWITCH Q'/ O; FAN/LIGHT �-- — — — — — - - _ - — — — — — — — DIMMER SWITCH I I IN arTlc �-D J 1 CEILING MOUNTED INCANDESCENT LIGHT FIXTURE \ SD WALL MOUNTED INCANDESCENT LIGHT FIXTURE ' I RECESSED INCANDESCENT LIGHT FIXTURE C. LIGHT FIXTURE WITH PULL CHAIN A.H.— — — — — — — — I TRACK LIGHT - - CM DISC. WALL O MHT. I I FLUORESCENT LIGHT FIXTURE Tl — - - — I 4 EXHAUST FAN s ,b; EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) _- --'Q GRIMES (OPTIONAL) PUSHBUTTON SWITCH (OPTIONAL) CARBON MONOXIDE DETECTOR sD I so SMOKE DETECTOR DOWN To �� � � I SWITCHES I so SMOKE / CARBON MONO. COMBO DETECTOR I ' <\ TELEPHONE (OPTIONAL) BEDROOM 3 TELEVISION (OPTIONAL) DOWN To % l/ /i I QQ THERMOSTAT ROUGH -IN SWITCH VPHI ELECTRIC METER FOR OPT. ROUGH -IN \ J FOR OPT. � I %-C ter. ELECTRIC PANEL \ FAN/LIGHT FANLIGHT LOFT DISCONNECT SWITCH ROUGH -IN lQ' 'Q;� FOR OPT. i ® SPEAKER (OPTIONAL) - , \ FAN/LIGHT c �� I( ROUGH IN FOR OPT. CEILING FAN c / CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ GJ ROUGH -IN FOR OPT. CEILING FAN NOTES . PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS IGF.L1 AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLE86 OTHERW18E INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 421' OUTLETS..... 1411 TELEPHONE ... 1411(UNLESS ASV COUNTERTOP) TELEVISION.. 1411 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH <A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, * * * * CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. G.C. VERIFY ALL SMOKE DETECTORS DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 T4 BE HAIR -WIRED 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY * * * * ROOMS SHALL BE GF.Cl PROTECTED (GPD, 6. IT 16 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.PA,10, NE.C. 2011, RD.CR - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CAF 3ON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING I$ SERVED FROM THE LOCAL POWER UTILITY. SUCH ALAR`$ SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. JOB NUMBER 27002.104 CAD FILE NAMELOT 95 TB ISSUED 02-27-17 REVISED 03-21-17 Ix ro w 150 STATE STiLEET EAST OLDSMAR, FLORIDA 34677 813.925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER Z: - EST. 1994 F` Jr0o0 � 0 -Mhm 2= ' >j04 L• Q�LL 00 0-i C00 ". 3�E Y.� hc CIS cy .i 0 000 Z CMI, JOB NUMBER 27002.104 CAD FILE NAMELOT 95 TB ISSUED 02-27-17 REVISED 03-21-17 DAVIS BEWS DESIGN GROVP 150 STATE STiLEET EAST OLDSMAR, FLORIDA 34677 813.925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER Z: - EST. 1994 F` METAL MD-ATINGS FOR USE WITH PRESSURE TREATED WOOD , IT IS METAL CONNECTORS, GENERAL NOTES S THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL ME METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL FOUNDATIONS. AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES OF PRESSURE TREATED WOODS A PER THE FOLLOWING GUIDELINES. SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF S 1. WOOD ATE WITH DOT SODIUM B RATE BX : CONNECTORS SHALL BE A MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 MODIFIED PROCTOR) MINIMUM IM TREATED O SO U O (S ) C ( MINIMUM G50 ZINC COATING BEARING CAPACITY 2000 PSF 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE TERMITE TREATMENT NON -DOT TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PRESERVATIVE WOOD TREATER. PREVENTION OF SUBTERRANEAN TERMITES, OR APERIMITER TREATMENT 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS OF PRESSURE TREATED WOOD. ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND PREFABRICATED WOOD TRUSSES CONSUMER SERVICES.. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT CAST IN PLACE CONCRETE CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL SOF 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, DEQ AT TOP FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. N A MAXIMUM WATER/CEMENT RATIO OF 0.58. AND M THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. STRUCTURAL NOTES PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS 2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO AND STRUCTURAL PLANS FOR MORE INFO. ASTM A-615 GRADE 40. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 DETERMINE UPLIFT AND REACTION VALUES, MEMBER AND PLATE DESIGN TO BE WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN OTHERWISE BY CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIEDO HER SE �� THE 6 .FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. TRUSS ENGINEER OF RECORD 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE DESIGNED IN ACCORDANCE WITH THE 3. PREFABRICATED WOOD TRUSSES SHALL BE DES G REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND LATEST EDITION OF ANSI TPI 1. "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 4 BRIDGINGFOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS E 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING MANUFACTURER UNLESS NOTED ON PLANS BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF AT EACH END SHALL BE PROVIDED. TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY P SPLICES ON ALLREINFOR REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 6. MINIMUM LA S CES C .TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. 7. SLAB ON G RADE REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE TRUSS DESIGN LOADS CENTER TO UPPER 1/3 OF THE SLAB. TOP CHORD: Lr = 16 PSF BOLTS AND THREADED RODS DL = 7 PSF SHINGLE TYPE ROOF COVER 1. ALL BOLTS& THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) T LESS THAN ONE -HALF-INCH 12.7 mm IN DIAMETER USED A 2. STEEL BOLTS ( ) S DL = 14 PSF TRUSS OVERBUILD ( ) FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF BOTTOM CHORD: DL = 5 PSF HOT -DIPPED ZINC COATED GALVANIZED STEEL STAINLESS STEEL SILICON BRONZE MINIMUM FLOOR DESIGN LIVE LOADS: OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. A) FLOORS 40 PSF B) BALCONIES 60 PSF / 100 PSF (IF BALCONY 100 SQ FT) 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE C) DECKS= 40 PSF D) STAIRS = 40 PSF OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MINIMUM FLOOR DESIGN DEAD LOADS: MASONRY WALL CONSTRUCTION A) FLOORS = 15 PSF B)BALCONIES = 15 PSF 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, GENERAL LOADING: CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 _ ATTIC WITHOUT STORAGE = 10 PSF PSI (fm = 1900 PSI) ATTIC. WITH LIMITED STORAGE = 20 PSF 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF „ 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". GUARDRAILS IN -FILL COMPONENTS = 50 PSF 4. COARSE GROUT SHALL CONFORM TO ASTM G476 WITH A MAXIMUM AGGREGATE GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS F / " AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSL SIZE O 3 $ , -ADDIT L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURERS DWGS 5. VERTICAL .REINFORCEMENT SHALL BE AS .NOTED ON THE DRAWINGS WITH CELLS -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA FILLED WITH CO ARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING TER F MASONRY CELL W/ MIN 1/2 CLEARANCE TO INSIDE FACE.. PLACED IN CEN O -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE 6. VERTICAL REINFORCEMENT SHALL BE HELD 1N CENTER OF THE MASONRY/ BLOCK TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS ,_ „ MAXIMUM U.N.O.VERIT ALLY. TIES TO THE WALL AT THE TOP &BOTTOM & U 8 0 C T . P CHORD w/ 2 12d NAILS 12" O.C. MAX & 4" FROM LESS THAN 2F) BLOCKING TO TRUSS TO C O O @ &BOTTOM OF WALL' REBAR EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) INDEX OF DRAWINGS SHEET SHEET TITLE S1 STRUCTURAL NOTES S2 FOUNDATION PLAN S3 DOWEL PLACEMENT PLAN S4 FIRST FLOOR FRAMING PLAN S4.1 NOTES &CONNECTOR LEGEND S4.2 ROOF FRAMING PLAN S5 LINTEL PLAN SD1 FOUNDATION DETAILS SD2 GENERAL DETAILS SD3 GENERAL DETAILS SD4 GENERAL DETAILS SD5 TWO STORY DETAILS SD6 TWO STORY DETAILS ST1 7 STAIR DETAILS UPDATES NUMBER DATE DESCRIPTION 1 2/7/2017 UPDATED PLAN TO INCLUDE ELEV C W/ BFS TRUSSES PER LOT TB -296 2 3/1/2017 UPDATED PLAN TO INCLUDE ELEV B W/ BONUS W/ BFS TRUSSES PER LOT TB -148 3 3/2/2017 UPDATED PLAN TO INCLUDE ELEV B STD W/ BFS TRUSSES PER LOT TB -191 4 3/15/2017 UPDATED PLAN TO INCLUDE ELEV A STD W! BFS TRUSSES PER LOT T6-290 W h Q Z 0 1= � I V ' U) W 0 w i ry e � Lo e A o �'` ajQ'•.• • ,�// '�� coo- 00 o ►W..! Z • :W N U ©; o • .. 5 PIP Z • � G1 LS- oo• o �'. � Q Q LL V rrl o p • w �o o O ll6 01) Tx N x U 3p o 0 O z°° U C o 2 F OTING & LIN TEL STEEL ISA U E ;. O @ 12d TOENAILS EACH END. � � POSITIONERS IN MIDDLE OF WALL „ o Z ;M 7. REINFORCING STEEL SHALL BE LAPPED MIN: 25 U.N.O. -TRUSS X BRACING. MIN 2x4 SYP #2 AT ANGLE APPROX. 45 FROM VERT. TO EA. TRUSS O _ MEMBER w/ 3 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN 10'-0 MAX AND 1p v VERTICAL REINFORCING BARS T BOND O @ y,rlaa, .µ tis 8. HOOKS AT THE TOP &BOTTOM OF ER ICAL REIN ORC G A O O ;, �„� EQUALLY SPACED FROM END OF TRUSS. X BRACING TO START 20'-0" MAX FROM #1 HIP d G COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND � 41 GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-63 SECTIONS 1, 2 AND 3 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. p -PERMANENT 2x4 SPF #2 MIN. CONT. LATERAL TRUSS BOTTOM CHORD BRACING 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" E (MIN.) T T SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN METAL PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS o 11. GROUT SOPS L c.a Q LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST THE USE OF FELT PAPER AS A STOP IS PROHIBITED. ONE TRUSS SPACE 24 PLUS 6 MIN PAST BOTTOM CHORD. CELLS BELOW. -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING - AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-B3. T BRACING MAY BE USED I.L.O. CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR ( PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB SEE WEB REINFORCEMENT 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR 3 DAYS AND NO ( O TABLE WITHIN BCSI-B3 CONCENTRATED LOADS FOR 7 DAYS. PER CODE ACI 318, LATEST EDITION 5.11.1 ) O -AT RAISED HEEL TRUSSES 2x4 SYP #2 MIN. AT TOP AND BOTTOM OF HEEL W/ 2 12d 14 DURING CONCRETE POURS GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE CONSOLIDATION. WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS, END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS, 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES, TYP U.N.O. 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL, IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE.ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES, 10. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS ENGINEERED LUMBER ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN VALUES AS FOLLOWS: COLUMNS BEAMS STUD E = 1,800,000 Win' U.N.O. E = 2,000,000 Win' U.N.O. E = 1,500,000 Wine U.N.O. Fb =2500 Fb =3000 Fb =2200 Ft 1500 Ft = 1700 Ft 1500 Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 Fc j = 900 Fc j = 900 Fc j = 450 Fv =285 Fv = 285 Fv 150 WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. CEILING CONSTRUCTION 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS OTHERWISE SPECIFIED.' 2. 5/8" TYPE "X GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. UNDER STAIR PRO TECTION TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY, ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2. STRAPS/CONNECTOR SUBSTITUTION MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAYBE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS &TREADS ILO 2x12'S (SEE GEN. STAIR DETS FOR ADDIT'L INFO.) 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5: OMITTED J -BOLT -1/2" ALL THREAD ROD w/ 2" x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH MIN. 7" EMBEDMENT. 1/2"4" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY USED ILO 1/2" J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 6. MORTAR JOINTS -FOR BED JOINTS 1/2"-1'; GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) -FOR HEAD JOINTS GREATER THAN 3/4"; GROUT FILL CELL IN BLOCK AFFECTED ON EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT: PER PLAN. "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EA. CELL, CONT. PER PLAN. 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/8", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS. STRUCTURAL STEEL 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE Y/s" UNO. 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 WIND PRESSURE & SUCTION .EFFECTIVE (PSF) WIND ND (+) VALUE DENOTES PRESSURE AREA FT) - VALUE DENOTES SUCTION AREA O O 10 (+) 21.2 (+) 21.2 - 22.9 - 28.3 20 (+) 20.2 (+) 20.2 (-) 22.0 _ 26.4 (+) 19.0 (+) 19.0 50 (- 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 - 19.8 1 22.0 GARAGE DOORS 9'-0" x 7'-0" 16'-0" x 7'-0" (+) 18.4 (+)17.7 (-) 20.9 (-) 19.7` WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 ,1 5 5 J✓ STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 5th EDITION (2014). WIND SPEED IS BASED ON LINEAR INTERPOLATION FOR THIS SITE. 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS UNDER STAIR 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH � )• 1 INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS IF PROVIDED). (12.7MM) GYPSUM BOARD. SUBMIT REPORTS TO ARCHITECT AND ENGINEER. iprohibited. TI D I F I LLC i strictly COPYRIGHT MCD 2014:.The Information contained in this document is copyrighted and Is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, O WMR &'ASSOC ASSOCIATES, s y TI FOUNDAN NOTES. O W 1- 1: PROVIDE MIN: 6 MIL, APPROVED VAPOR BARRIER. ALL JOINTS TOBE LAPPED MIN. 6" AND SEALED: Q 2. PROVIDE 3-1/2"3000PSI CONC. SLAB W/6x6xW1.4xW1,4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON H COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER ------ -- ----...__ ,. .: _ .. .. -.-_, MESH: MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM FTG: & TIE BEAM 3. ( ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. LAP SPLICES SHALL BE NO LESS THAN 25". CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR 4 z RECESSING DOOR SILLS. 0 M H 5, EXTERIOR SLABS SHALL SLOPE 1/8 AWAY FROM PER FOOT O OUSE. 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE a SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE V THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR U) USE ALTERNATE APPROVED METHOD. W 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 9. NO WOODS TAKES PERMITTED IN FOUNDATION. W 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED I DOWN. SEE SHEET SD1 FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED 114 o N ``ISillllll//!7 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS 0��� Lo AND LAP SPLICE. SEE DTL MF09 AND MF10 ON Sol FOR STANDARD ®®e *•�• J�� �i' W FOOTING STEP DOWN AND CORNER INFORMATION.a `o Po ••.. •••••�//l�i'�r a 000 iL 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE coo•• 40 '�� U- 6'', •- • ..► ...tee•-� (n Z SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH C7 : z O ®Q PLATFORM w/EITHER MASONRY OR WOOD CONSTRUCTION ®v O O• U 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER *> z 06 r COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS o,%% �` p FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE v s✓'� •••• • �` Z ` W 75' -0 PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL '/aP * �� yQ- Q CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO ' �® 52'-4" 9'-0" 13'-8" FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. IIII l l Ill 2 STORY FOOTING 10" SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, O COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX.DRY DENSITY AS of 8'-2" Z DETERMINED BY ASTM 1557 ( MODIFIED PROCTOR). O THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS O DESIGNED FOR MINIMUM SOIL BEARING CAPACITY OF 2000 rr ll C? LL BEEN DESIG V FO FO F01 L' PSF. a O 2 14, PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO D D D ..� c~n _ DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE p n O N TE ALL CHART ON SD1 FOR REQUIRED REINFORCEMENT AND `.a iPi'INi, Jl�l d FOOTING SIZES PENDING DEPTH OF STEMWALL. ■ ■ ■ ■ ■ ■ ■ ■ .... �,-�_..m.._.__= e ■ ■ ■ Z ) PAVERS • L — A/C fV _ R U 0 O 4 FI L I i i w..�_, FOOTING SCHEDULE � PAD A/C PAD ( `�__. I �-.o O I 3'_8.. 5'-4.. •I o L_ Jo - I 12 x12"x 12dp w/ #5's EQUALLY SPACED EA, Z 0o I �T 2" HORIZ. CLEARANCE BETWEEN MIN 2 # 5 E.W. Q ti r r „ FO 1 WAY MIN O v.... �,� �n 7 6 a0 BARS & 3 MIN. COVER TO OF CONC. --------- O 4 FINFLR l cu d �'II iw. G9 U — _ 00 24 x24 x92 dp w/ #5's EQUALLY SPACED EA. 23-0 _ 'T N 2 WAY MIN. 2 HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. sn 0UL.__. .....:.a ® PITCH _ BARS & 3" MLN. COVER TO EDGE OF CONC. 1 /8" / FT. O Q FO 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. o / M z O 12'-10" D 18'-0" / \ 2.3 WAY MIN. 2 HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E,W. M °O L- / / D O BARS & 3" MIN, COVER TO EDGE OF CONC. Ln � FO / . 30"x30"x12" dp wl #5's EQUALLY SPACED EA. / p I- D(� / 2.5 WAY MIN. 2 HORIZ. CLEARANCE BETWEEN 3 '-8" ------------------ ------ � oo � BARS & 3 MIN. COVER TO EDGE OF CONC: cv D ..... ■ iv 12 w/ #5's EQUALLY SPACED EA. 32x32x dp QU FO / f,- /; 1- „ MIN 5 # 5 E.W. 1 1 -3 � a0 -4 FIN. FLR_ • 2.6 WAY MIN. 2 HOR1Z. CLEARANCE BETWEEN ( ) / /, M O D I BARS & 3" MIN'. COVER TO EDGE OF CONC. ` FO 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. Z — — — D PITCH FO o / <' 1/8" ^ L FT. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W.�FO \ BARS & 3 MIN. COVER TO EDGE OF CONC.x L.L WD M �—I42"x42"x12" dp w/ #5's EQUALLY SPACED EA.p= MIN 6 # 5 E.W.— — — — — — — — — — — —' - — — — — 0 3.5 WAY MIN. 2 HORIZ. CLEARANCE BETWEEN O-- ----- Z � _ _.._. i. I D BARS& 3 MIN. COVER TO EDGE OF CONC. M ■ ■ — — -- — — / `� 48"x48"x12" dp w/ #5's EQUALLY SPACED EA: C7 ti ® I / ✓„ 4 WAY MIN. 2" HORIZ, CLEARANCE BETWEEN MIN (7) # 5 E.W. Z FO 5'-11" 3" MW. COVER TO EDGE OF CONC. 21'-4" 7 10 ✓ 2'-7" BARS & ,J p \ FO ( F1 54"x54"x16" dp w/#5's EQUALLY SPACED EA v �" \ io 4.5 WAY MIN. 2" HORIZ. CLEARANCE' BETWEEN MIN (8) # 5 E.W. U) \ D D Z O BARS & 3" MIN. COVER TO EDGE OF CONC. ¢ INTEGRATE W/ MAIN �-, o Q 0 9-$ �\ :,. \ \ io 60 x60x16 _dp w/#5s EQUALLY SPACED EA. TWO STORY I HOUSE WALL PER MD10/S3 I N 5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. 77 U �$ N FOOTING F1 I 0-0 FIN. FLR � L F BARS & 3" MIN. COVER TO EDGE OF CONC. Q D „ 1 I cD I o W Z� � Fp >- I \- % 3 6 I z x J O = o z o I SYMBOLS LEGEND Co I- 0 0 C? IsS D _ I 3 1/2 THICK CONC. SLAB W/ 6X6 I I — c%> I -4" FIN. FLR _`t ' I' W/1.4 XW/1.4 W.W.F. OVER 6 MIL / FO I s� FU. �r o I °° - O O VAPOR BARRIER OVER EXTEND FOOTING UNDER LL COMPACTED FILL. ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG., W o I ,� POCKET SLIDER W/ (1) TO TIE BEAM -8 O.C. MAX U.N.O. PITCH I ADDITIONAL #5 REBAR I I cn I W I 1/8 / FT. I 20'-8" • INDICATES, GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM.' 2 I L I 04 FO INTEGRATE W/ MAIN HOUSE WALL PER MD10/S3 I — • L. m INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. — ) I ■ DO � ) ,., - N ■ ■ • WITH ERT.. 'A 'INDICATES 45 CORNER BLOCK GROUT FILLED (2) V #5 CONT. FT.G TO TIE BEAM. F1 0 FO ' F01 FO D D D CONC. PAD 11 Z 9 -0 44'-8" O 2 STORY FOOTING 0� 9'_8" 65'-4" Z Z'0 75'-0.. olj O J US _ a W O 0000 N LL H W - . m J Z w O J<W � p 0 >- O O 29 � Q _ F- - - SCALE: AS INDICATED DATE: 02/19/2017 FOUNDATION PLAN - 1/4"=11 -011 . � strictly prohibited. t contained In this document Is copyrighted and Is the exclusive property of MONTA CONSULTING &DESIGN OF WMR &ASSOCIATES, LLC An use, duplication, ortransfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC Is y p .COPYRIGHT MCD 2014. The informationp p y Y p SYM0 B LS LEGEND w h ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. Q TO TIE BEAM(6'-8" O.C. MAX U.N.O.), O WITH VERT. #5 CONT. FTG.' ® INDICATES GROUT FILLED CELL WI (2) TO TIE BEAM: P INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT: #5 CONT. FT.G TO TIE BEAM: Z O F- 7'-0.. 6'-8" 6'-8" 6'-8 X-8,1 7'-0" de 4'-6" 3'-10" X-2" 3'-2" 00, 7'-4" 1'-8 V W Lu i Ln ```oe►rrirrrrr,, � w rz P� �• "®s Q o • do V ® •.,. J r V.. ®W •0 < s Q rte►w Z LL � rrr►rrr►r►� o u o ° _ IMF + - - - - r l T. 8" 5' 0� 4' 4 4' 8" 5' 01 0 ttAKIINU VVALLJ V= UI -T HGT. W/ ARCHITECTURAL PLAN U.N.O. Z O U) LlJ W i � I ce ' lt!►I®��/ L0 o �e® ,y.�a�iv10� CL ! W 00 1.0 ®� tD u_ Q: +r.+ Z 2'•' o• -' O 6 • t• •• as ♦ Q /j(Yr+yes• 1 �� %' O /' .K P ��� LL At L //1111111 S 1 ti. O 1 C � SD5 - - e- N N M V V � tf) to , b C� (D CD I� h 00 M 0 0 0 0 0 0 0 0 LL LL _._. _,-.....LL, LL LL r - U LL LL LL LC LL LL LL LL LL LL LL LL LL LL LL _`` Il� CV _.... _ _-_--___ __- -_---- -__m___,_ _-m __m_- __--_____-- _ _---_--- I— -I J05 O O z 0 m N ^ O CD L- -J S1 J06 Z 4 d, `F- � G J07 Z � S1 I 9 1 0 p 1 N Q .. o o p zJ 07 � �Q- >, I ZQ Oj r •,, J07 BW1 LD02 / J05 HUS26 TRUSS TO LEDGER. B W4 (14) 10dx1-1/2" NAILS TO F1 SD4 tv. 1 LEDGER & 6 10d NAILS TO O = = = BW4 D Ole J06 Z TRUSS FH11 H2X12 S1 F1 A SIM. SD6 U' BW3 BW 1 = = J22 �n W A H2X8 ' c V p F13 I I Z 06 H2X8 2x6 #2 SYP CONT. LEDGER TO J23 q COMBO TRUSS UNDER 2nd F1 Z p ® FLOOR WALL W/ (2) 16d NAILS SD6 J04 DO @ 4" O.C. BW2 v S1 LDO J23 SD5 SD6�;, SIM. J04 ( (I II I) 0 a 2x12 #2 SYP LEDGER W/ (5) BUILDER NOTE: INSTALL J23 BUILDER NOTE. INSTALL B 4 U y 1/4"x3-1/2"SIMPSON SDS SCREWS 4 A THREADED ROD NEXT TO 1 THREADED ROD NEXT TO Q J04 TO THE VERTICAL OF EACH F0 COLUMN COLUMN J23 o W 0 ~ FLOOR TRUSS @ 24 O.C. mm__. Z I's J F1 LD02 O 0 PS03 \ J SD4 / SD6 SD4 J23 'm ►- J04 SIM. I- LL _._... W F1 a W J22 J03 SD6 � ® co BW2 J02 —_- J06 J01 J05 �..--...._... : :_�_._..__ _______ __�_�-gym_ m -_._.._.. ___ —__ _____.- __„____._ _�..-.-._ __-_ ___..._______ Uj o p U- U- LL LL U y 0 p FO O O O O O N N N �Q•' � -� -> � � SD6 S1 SD5 _ 1 11 DO SD2 0 Z 0 Z J J 0 pC LQLL' � � Y 0 0000 w CD LU 0 .,j Z _j W W 0 0 aO= FI H H � I STRUCTURAL TURAL ENG: CFG / BAD bRAF71NG: STRU T: AML C , QC CHECK: CC JOB No. TM - 2170329 SCALE:; AS INDICATED DATE: 02/19/2017 PLAN FIRST FLOOR FRAMING � 1/4"=11-011 NOTE. SEE PAGE S4.1 FOR NOTES AND CONNECTORLEGEND S4 i prohibited. E M AS CIATES LLC is strictly ctl ro e i he exclusive property of MONTH CONSULTING &DESIGN OF WMR &ASSOCIATES LLC An use duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING & DESIGN, OF W R & SO y p COPYRIGHT MCD 2014. The information contained in this document is copyrighted and s t p p y y p ,� p BEARING WOOD WALL SCHEDULE TAG STUD LUMBER CONNECTION & FASTENERS UPLIFT CAP. BLOCKING TOP BOTTOM E O SPACING SPECIES (plf) (, O BW1 16" SPF (3)12d TOENAILS (3)12d TOENAILS NO UPLIFT MID -SPAN L O BW2 16 SPF 1/2ll THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 If p - MID SPAN 11 - 11 !2 x3 1/2 LV COLUMN. 31 L BW3 16" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. T O BW4 12 SPF (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID - SPAN Z O BW5 12 SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160If p - MID SPAN POSTS. AT EXTERIOR CONDITIONS BW6 12" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 If p 3rd: PT. 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BW7 16 SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN 2900 BW8 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN BW9 16 SYP 1/2" THREADED ROD @ 48" O.C. 1 ADJUST AS REQ'D TO MISS STUDS Q 1160 If p -rd. PT. 3 FRAME TO FRAME BW10 .1 12 SYP 3 O 12d TOENAILS 3 12d O TOENAILS NO UPLIFT MID -SPAN 2 1.75 x11.875 LVL O BW11 12" SYP 1/2 THREADED ROD @ 48 O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN BW12 12" SYP 11/2"THREADED ROD 48 O.C. ADJUST AS REQ'D TO MISS STUDS Q 1160 plf 3rd. PT. STANDARD BEARING WALL W/THREADED ROD NOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. (CAN BE SUBBED WITH OUT REVIEW) ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE W/ (3) 12d TOENAILS T 3. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 4, IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. TOENAILS. 5 A W/ O 12 ATTACH ALL STUDS TOP AND BOTTOM 3 d 6. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALB EACH END. 7. %2" THREADED ROD w/ MIN 6" EMBED (OR 6" BELOW LOWEST SLAB ELEVATION AT STEP) w/ SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED Win TOP PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR. INSTALLATION OF ROD AT BASE. NUT AND 2"x2"x1/8" WASHER @ TOP. THREADED ROD TO BE PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE CONNECTIONS. 8. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDIT'L BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D IF B RG. WALL IS INDICATED WITH BW1, BW4, BW7, & BW10. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE.. UPLIFT, THE STUDS ARE TOENAILED/ ENDNAILED TO THE PLATE AND THE 2X BASE PLATE CAN BE ATTACHED WITH HARD CASED GUN NAILS &THE ANCHOR BOLT ATTACHMENT INDICATED IN BEARING WALL SCHEDULE IS NOT REQ'D. 9. AT SHEAR WALL LOCATIONS ONLY: NUT & WASHER @ BASE OF THREADED ROD ARE REQ'D. SEE PLAN FOR ADDIT1 L SHEARWALL INFO. AND DETAILS. 10. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SD2 U.N.O. ON PLAN. 11. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD3 U.N.O. ON PLAN. 12. COLUMNS Win BEARING WALLS w/ UPLIFT THAT DO NOT SHOW A BASE CONNECTION: CONTRACTOR TO INSTALL THREADED ROD Win 611 OF COL. (MIN CENTER TO CENTER SPACING OF THREADED ROD IS 8") 13. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR' FOR FURTHER REVIEW. 14. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX. ARE ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA. SIDE AND CRIPPLES AT 24"o.c. AT 2 -STORY OPEN AREAS INSTALL NON-BEARING WALL STUDS@16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINST CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE LEAVE A -1" GAP FROM TRUSS TO TOP PLATE AND ATTACH USING EITHER (2)12d TOENAILS OR SIMPSON DTC CLIP. ATTACH BASE PLATE w/ EITHER GUN NAILS @32"o.c. OR (2)12d NAILS TO EACH FLOOR TRUSS. COLUMN SCHEDULE A O2 2X4 SPF #2 BUILT UP STUD COLUMN OB 3 O 2X4 SPF #2 BUILT UP STUD COLUMN C O (4)2X4 SPF #2 BUILT UP STUD COLUMN D O (2)2X6 SPF #2 BUILT UP STUD COLUMN E O (3)2X6 SPF #2 BUILT UP STUD COLUMN F O (2)2X8 SPF #2 BUILT UP STUD COLUMN (, O (3)2X8 SPF #2 BUILT UP STUD COLUMN H O (3)2X4 SYP #2 BUILT UP STUD COLUMN J O (2)2X6 SYP #2 BUILT UP STUD COLUMN K O (2)2X8 SYP #2 BUILT UP STUD COLUMN L O 4x4 SYP #2 POST M O 6x6 SYP #2 POST NO 8x8 SYP #2 POST P O- 11 - 11 !2 x3 1/2 LV COLUMN. 31 L Q O 3.1/2°x5-1/411 LVL COLUMN. R 3-1/2°x7" LVL COLUMN. OS 3-1/2"x9-1/2" LVL COLUMN. T O 5-1/41x5-1/411 LVL COLUMN. V O 5-1/4"x7" LVL COLUMN. OX TV" LVL COLUMN. , Y O 3 1/2" X 117/8" LVL COLUMN Z O 5 1/4" X 9 1/2" LVL COLUMN STANDARD COLUMN NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD4. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID POSTS. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS & gEPDXY ANCHOR WMIN. 7 EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & 8' EPDXY ANCHOR w/MIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)$" EPDXY ANCHORS w/ MIN. 711 EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. NAIL SCHEDULE STANDARD NAIL GENERAL DIAMETER/ LENGTH 8d .131" x 21' 10d .148" x 3" 12d .148" x 31' 16d .16211 x 32. 8d RING SHANK .113" x 29' NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU'THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE TAG BEAM SIZE CONNECTIONS VALUES VALUESSPF TAG SIMPSON CONNECTOR TYPE Ib ( ) SYP Ib ( ) (2)2x8 #2 SYP META16 w/(7) 10dx12 NAILS OR B2X8 WITH 1/2 FLITCH 1 311 w/(6)10d NAILS & 14 -11 x2- ) (4 4 El META20 w/(7) 1 O x 12" NAILS FRAME TO CMU 1450 1450 ON MASONRY: SIMP. MSTAM24 2 META16 OR 2 META20 O O 2)2x12 #2 SYP w/2' FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 2 (1)ply TRUSS (10)1 Od x 12" NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 B2x10 1i (2)ply TRUSS (12) 16d x 1z NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od (2)ply 1900 (2)ply 1900 1 NAILS& (18)411 x24" TAPCONS H10A w/(18)10d x 1j' NAILS OR H10A 1015 H10A 1340 E (2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS FRAME TO FRAME H10A-2 1070' H1OA-2 1245 H5.5x11.25 HTS20 w/(24)1 Od x 12 NAILS (10) 1 Od NAILS 62x12 WITH 1/2" FLITCH 4 ❑ INCLUDE 12d TOENAILS) (AT EXT LOCATIONS NCLU E (3) TO ) FRAME TO FRAME 1245 1450 PLATE BETWEEN PLIES (2)HTS20 w/(24)1 Od x 12" NAILS HEADER SUPPORT # JACKS/KINGS REQ'D.' @ OPENING TO POST: SIMP. HTS20 OR LSTA18 5 ❑ AT EXT LOCATIONS INCLUDE 3 12d TOENAILS ( X LOC O SO ) FRAME TO FRAME 2490 2900 ❑ 6 H2.5A w/(10)8d FRAME TO FRAME 535 600 2 MTS 12 w/( 14 ) 1Od x 1 �" NAILS z 10'-0" TO 12'-0" 3 ON MASONRY: SIMP. MSTAM24 7 AT EXT LOCATIONS INCLUDE (3)12d TOENAILS FRAME TO FRAME 860 1000 8 MRGT w/(22)1 Od g" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 2 1.75 x11.875 LVL O " 7 EMBEDMENT ( )a1"x2311 NAILS& - TAPCONS 18 a 9- ❑ HTT4 w/(18)16d x 22" NAILS & $" EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 TO POST: SIMP. HTS20 OR LSTA18 " SET EPDXY MIN. 7 EMBEDMENT TO BEAM: SIMP. HU C410 w/ 18 16d & 10 HGT-2 w/ 161Od NAILS w/28" EPDXY ANCHOR w/SIMP. SET � ) a FRAME TO CMU 6280 6280 EPDXY MIN. 5" EMBEDMENT NAILS & (18)1'x23' TAPCONS 11 HTSM16 w/(8)1 Od NAILS & (4) 4'x 24" TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)1Od NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)1 Od NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)1Od NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928p1f 15 TA24 w/ 1Od NAILS CENTERED EACH STUD LS 1 (8) STUDS TO BEAM/GT 1235 1235 ❑ 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 E MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 18 LTT20B w/(10) 10d NAILS & $ EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG. OR 1290 1300 APPROVAL FROM THE E.O.R. EPDXY MIN. 7 EMBED. CMU HTT4 w/(18) 16d x 22' NAILS w/$' EPDXY ANCHOR w/SIMP. 19 SET EPDXY MIN. 7" EMBED. -AT LVL/PL COLUMNS USE COLUMN TO FTG. 3640 4235 (1*)#10x12' SD SCREWS INSTEAD OF NAILS 3 HTS20 w/(24)1Od x 1- 111 NAILS 20 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 3735 4350 21 MSTCM40 W/ 14 16d SINKERS AND 10 1/4"x2-1/4" FRAME TO CMU 2420 2800 TAPCONS 22 / 1 NAILS SIMPSON HGUS 5.50 10 W/ 63 6d ( ) GIRDER TO COL./ BEAM 9100 4095 2 3 HUC210-2 HEADER TO CMU w/ (18) 1/4"x2-3/4" SIMPSON FRAME TO CMU GRAVITY:5085 GRAVITY:5085 TITENS & (10) 10d NAILS UPLIFT:1810 UPLIFT:1810 24 HUS26 TO LEDGER W/(14)16d NAILS AND TO TRUSS FRAME TO FRAME 1335 1550: W/(6)16d NAILS 25 - T HUSC210 2 W/(8)16d NAILS TO BEAM AND (8)16d NAILS 0 FRAME TO FRAME RAVITY:212 G 5 GRAVITY:2125 COLUMN UPLIFT:3290 UPLIFT:3290 26 LTT20B w/(10) 1 Od NAILS & s EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 1290 1300 EPDXY MIN. 7" EMBED. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC48 w/(14)16d NAILS H2x8 (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2X8 WITH 1/2 FLITCH 1 311 w/(6)10d NAILS & 14 -11 x2- ) (4 4 H2x10 PLATE TAPCONS ON MASONRY: SIMP. MSTAM24 H2x12 2)2x12 #2 SYP w/2' FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & H3.5x5.5 (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od H3.5x7.25 PLATE 1 NAILS& (18)411 x24" TAPCONS ON MASONRY: SIMP: MSTAM24 H3.5x9.25 (2)1.75"x9.25" LVL TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & H5.5x11.25 (2)2x12 #2 SYP (10) 1 Od NAILS 62x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d H3x12 PLATE NAILS & (18)1'x24" TAPCONS PLATE BETWEEN PLIES ON MASONRY: SIMP. MSTAM24 HEADER SUPPORT # JACKS/KINGS REQ'D.' @ OPENING TO POST: SIMP. HTS20 OR LSTA18 SEE PLAN FOR WALL WIDTH TO BEAM:IMP. H 410 w/( 18)16 & S UC d V-0" TO 3'-11" 1 (10) 10d NAILS B3.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od 8'-0" TO 9'-1111 2 NAILS & (18)4111 x24" TAPCONS 10'-0" TO 12'-0" 3 ON MASONRY: SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 1 O NAILS B .5x14.7 3 8 5 2 1.75 x11.875 LVL O T MASONRY: P. 41 1 1 O ON SIM HU410 OR HUC 0 w/ 0 Od ( ( )a1"x2311 NAILS& - TAPCONS 18 a ON MASONRY: SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HU C410 w/ 18 16d & (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)1'x23' TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: 2 SIMP. META16 B5.25x16 (3) 1.75 x16 LVL * NAIL TOGETHER USING (3) ROWS OF 12d NAILS @6 O.C. EACH SIDE 2 MSTAM24 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: 2 SIMP. META16 B3.5x20 (2) 1.75 x20 LVL * U.N.O. NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE (2) MSTAM24 STANDARD BEAM NOTES 1. NAIL ALL (2) 2x BEAMS TOGETHER USING (2) ROWS OF 12d NAILS @ 12" o.c. (TYP. ONE SIDE) USE 3 ROWS WHEN 2x10 OR LARGER. MIN. 2" FROM TOP AND BOTTOM OF BEAM NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 6"o.c. (TYP. ONE SIDE) MIN. 211 FROM TOP AND BOTTOM OF BEAM 2. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) 16d NAILS H2x8 (2)2x8 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) 16d NAILS H2x10 2)2x10 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(1-0) 16d NAILS H2x12 2)2x12 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 16d NAILS H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 16d NAILS H3x12 (3) 2x12 #2 SYP w/ 2" FLITCH ATTACH KING STUD TO HEADER w/(10) PLATE BETWEEN PLIES 16d NAILS HEADER SUPPORT # JACKS/KINGS REQ'D.' @ OPENING OPENING SIZE SEE PLAN FOR WALL WIDTH JACKS @ EA. END KINGS @ EA. END V-0" TO 3'-11" 1 1 4'-0" TO 7'-1111 2 2 8'-0" TO 9'-1111 2 3 10'-0" TO 12'-0" 3 4 i ROOF NOTES: w 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. Q 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND Q ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24 O.C. MAX. UNLESS OTHERWISE NOTED. _ CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24 O.C. W/ SINGLE TOP AND P.T. BASE PLATE LEAVE 1 1/2" GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2) 12d TOENAILS. z 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE O CONTINUOUS FROM FLOOR TO CEILING. � R D CONSIDERATION TO THE FOLLOWING 6. TRUSS MANUFACTURER TO INSURE DESIGN ES CL_ ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS U WITH CABINETS AS SHOWN ON PLANS. W B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. W 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS BRACING/ BLOCKING INFO. ------ 9. --- - - - - - DRAWING SET FOR ADDITIONAL L PROVIDED BY TRUSS SUPPLIER. TORS ARE TO RO :ALL TRUSS -TO -TRUSS CONNEC T > 9 THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY W TRUSSES 10. USE -5/ " TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS 8 .-, AGE. HE ABOVE GA 1 1fII t T R c� �rrr !►®l® ®`®®i e A BEEN i LOW 11: IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR IDS, THIS LAYOUT HAS E � ,�o ^K bl�` >� C.0 PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. o ® ® a ao \ . /(/ s,, / ti Q OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO .•• .� gU ✓! CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS' LAYOUT AND TRUSS SHOP ®� ��- p Z • co _ .► U R o0 :DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FO REVIEW U d u.t- - AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE. RIGHT TO REVISE THE c C7 J V • Y PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS ,• O ` <C 6• ®« • I MAY APPLY. STARTING CONSTRUCTION OR s SHOP DRAWS ADDITIONAL FEES S Z - O N T EOR o� • •••+ TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, } O NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF J /s� �� NO TRUSS APPROVAL IS REQUIRED UNLESS ��, LL CONVENTIONAL FRAMING IS SHOWN,1`�1 1.11111 'LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER 'AND I E. BUILDER TO DETERMINE THE REQUIRED S 2 751b MIN POINT LOAD SHOULD BE Z ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED p.. 0 INDICATED ON THE TRUSS SHOP DRAWINGS. 0 AREAS. THIS LOAD SHOULD BE C R r 4, CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER x w ole O O bOl � THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. N r� I 1 BUILDER NOTE. o U o IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE o z°O U O TRUSS MANUFACTURERS LAYOUT 0 STOP---- I --- z H F RECORD PRIOR TO �I AND CALL THE ENGINEER O E � PLACEMENT OF ANY TRUSSES z titin O NAILING SCHEDULE: o v M Q W ROOFS: ROOF SHEATHING TO BE 15/3211 OSB (WITH SHINGLE), 5/8 OR 19/32".OSB (WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6" vi O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 611 O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR ; TO SUPPORTS (TRUSSES). PROVIDE `PLY CLIPS AT ALL UNSUPPORTED ROOF O ( U O SHEATHING JOINTS EXCEPT AT PITCH CHANGE. LOCATIONS. PLY CLIPS TO BE Z SPACED NO MORE THAN 24" O.C. c (D Wx U W GABLE ENDS: U QQ 0 o�u� ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. 0 z AT TOP PLATE AND 1 ROW AT BOTTOM PLATE OF WALL 6 O.C. ALL OTHER 77 EDGES AND 6 IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. L J Q " E Z Z I- EXTERIOR WALLS: J W O SEE WF10/SD4 FOR MORE INFO. p U V Z W NAILS: � p NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. U S H ,Uj ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d; 8d RING OR SPIRAL SHANK HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE a W �^ Z VJ EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY z -� O TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, W STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. W O APA SHEATHING NOTE: W 7 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED _rZ PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END WITH (3) 10d TOENAILS. .r i JOB No. TM - 2170329 SCALE. AS INDICATED 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. _--- DATE: 02/19/2017 8. SEE DTL. WF09/SD3 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. NOTES & CONNECTOR LEGEND 4.11-0111/4"=1 COPYRIGHT MCO 2014: The information contained in this document is copyrighted and is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC Any use, duplication, or transfer of these documents wi h utthe expressed, written consent ofM NTA CONSULTING & DESIGN, OF WMR & ASSOCIATES,...LL. is strictly prohibited. I I ii i i --,-] . .......... .. . 1111 �.. AUlllll ULU Illl I ;L k![ -j-I -- ----------- - ------- ........ STANDARD 2ND FLOOR FRAMING NOTES: 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW' OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. EXTERIOR FRAME WALL SCHEDULE (TAYLOR MORRISON) WALLS WITH PLASTER OR STUCCO FINISHES WALL HEIGHT STUD & SPECIES SPACING INTERIOR ZONE SPACING END ZONE 81-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 91-011 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 9-4' 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 101-01. 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX EXTERIOR FRAME WALL NOTES 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR REQUIRED STUD SPACING. 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS 4. SYP #2 STUDS MAYBE SUBSTITUTED FOR SPF #11#2 STUDS ONLY. 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. CONTRACTOR TO VERIFY THE GROUT IS LEVEL WITH TOP OF BLOCK FOR PROPER TRUSS/FLOOR SYSTEM BEARING (MIN 3") z CL W W a O W z O Q q - i. PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE '. " H R WIRE. SCREEN LOADS LISTED BELOW HAVE BEEN .CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING _ APPROVED LINTEL MANUFACTURERS: AT CORNERS PRECAST U METAL LAT O _ CASTE -CRETE, QUALITY, AND LOTTS LLI PROVIDE LINTEL W/ 3000 .OVER COURSES NOT REQ'D APPROVED. MAN. CAST CRETE, QUALITY PRECAST CO., AND LOTT S CONCRETE STANDARD #5 psi CONC. PER TO BE FILLED. (SHEET METAL STANDARD LINTELS STANDARD �+ HOOK BAR, LAP LINTEL PLAN. 1F & PAPER FELT PROHIBITED) STANDARD LINTEL NOTES 0 TYPICAL TRUSS ANCHOR PER PLAN OTHER BARS INTO REBAR IS CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24 -113/8F24-013 8F32 -113/8F32-013 1 PROVIDE SCREEN WHEN BLOCK BELOW 1. AREAS OFBLOCK ABV. .MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. CORNER AS REQ'D INDICATED IN • ,' �' T BE FILLED. r 1'-6" 2231 3069 / 3069 6113 / 6113 8974 / 8974 10000 ! 10000 LINTEL, #5 TO BE HOOK PER IS NOT REQUIRED 0 • 2. 1 #5 REBAR IN TIE BEAM 1S TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS: U.N.O. . _.... HOOKED INTO MD08 DEGREE HOOK 21-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 O VERTICALS ' STANDARD 90 DEG E 2 -8 1343 2693/2561 6113/3820 8974/5961 10000/8107 SIDE 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. ° . A[' p _8" BEARING EA. END • ° d •<d a ,. "A 1 3' 2" 1217 2165/1969 6113/2931 . 8672 / 4576 10000 / 6224 . �• �' A -d• . ° .• °.tee .� 4. . ° a'. .v . • nr�° W TYP. BOND BEAM 8 x 8 x 16 K.O. 3'-4" 1006 1663 / 1349 5365 / 1999 7342 / 3123 10000 / 4249 _ :aa.. ,_ . _ �. °_,. _ 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN °. d'.. d' ° d • a ~ LINTEL BLOCK FILL w/ 3000 psi CONC. w/ - 4 -0 860 1651 /1349 5365/1999 7342/3123 10000/4249 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT 14-0 0 292 / 0 1160 / 0 1660 ! 0, 2439 / 811 1 x 8' x 161, CMU U.N.O. 16-0 0 284/0 950/0 1379/0 1997/0 MATERIALS 18'-011 0 211/0 750/0 1177/0 1676/0 ' INDICATES FILLED CELL FROM FTG: TO TIE 18'-8" 0 142/0 598/0 1114/0 1468/0 1. fc PRECAST LINTELS = 3500 PSL 09 W .. BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE 20'-0" 0 180 / 0 598 / 0 1024 / 0 1441 / 0 _ d MD08 FOR LAP INFO. . � 2 fcPRESTRESSED LINTELS - 6000 psi. p A 20'-8 0 145/0 550/0 981/0 1376/0 PER ASTM C476 f 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8 TO 11" SLUMP.- .r a 1 11 3. GROUTEDg p . .. .;d ° . ° � •a; 824 / 0 1147 ! 0 4. CONCRETE MASONRY UNITS CMU PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE (CMU) _ ,- STRENGTH = 1900 PSL 1 RADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 5. REBAR PER ASTM A615 G ° d w (1) #5 DIA. REBAR - 4'-6" 710 1423/1105 4360 ! 1631 6036 / 2549 8328 / 3470 ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. CLEAR OPENING 8R6-1B/8R6-OB 8R14 -16/8R14 -0B 8R22 -16/$R22 -OB Z ° . NO e "DII TYPI AL SHEAR WA L SEGMENT I'D" #3 4 6-2" 570 1232/1232 3480/2580 8360/3586 8825 / 4592 d ° ° � 21/4 41/4 �'I O �- #4 ° 0 91/2 d a 3 55/8 121/21 24 #5 31/8 7 113/4 6'-2" 488 991/991 2661/2143 5681/2698 6472/3685 33/4 .. -"` I r"'' - — -'` — — 151/2 30 a ' Q z 5. * ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD 30 ~ 81/16 181/2 36 #7 43/8 9 13/1616 1/2 35 51/4 913/16 213/4 ° ° " �, g W CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. (Y 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 A �41Z °` d (.. 04 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 a. BOTTOM STEEL IN LINTEL IF •. � ° I z - g w � W R. . SPECIFICATIONS ON PLAN. DIMS 6, G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW O C-) 1 3 / 1247 2781 / 1946 4754 / 2489 9'-2" 315 618 / 535 53 INDICATE- SHOULD HOOK INTO TI CELLS PER MD08 VERTICAL ° ' , . a. SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. W 10'-0" 292 567/454 1366/1277 2423/1770 4006/2263 ° . a P °A.1° 1 '- " 277 492 / 352 1254 / 1132 2193 / 1567 3552 / 2003 0 8 ROUGH OPENING PER PLAN ° L I ,�. a . , a ., 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL 11 -2 255 471 / 352 1075 / 1075 1838 / 1567 2883 / 2003 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS . , 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 a ° ' STD. 90 DEGREE ANGLE 3000 psi a �d CONC. w/ 1 #5 DIA. REBAR O 13'410 328/0 1234/0 1779/0 2662/0 1 " 0. 14-0 0 292 / 0 1160 / 0 1660 ! 0, 2439 / 811 1 x 8' x 161, CMU U.N.O. 16-0 0 284/0 950/0 1379/0 1997/0 MATERIALS 18'-011 0 211/0 750/0 1177/0 1676/0 ' INDICATES FILLED CELL FROM FTG: TO TIE 18'-8" 0 142/0 598/0 1114/0 1468/0 1. fc PRECAST LINTELS = 3500 PSL 09 W .. BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE 20'-0" 0 180 / 0 598 / 0 1024 / 0 1441 / 0 _ d MD08 FOR LAP INFO. . � 2 fcPRESTRESSED LINTELS - 6000 psi. p A 20'-8 0 145/0 550/0 981/0 1376/0 PER ASTM C476 f 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8 TO 11" SLUMP.- .r a 1 11 3. GROUTEDg p 22 -8 0 110 / 0 450 / 0 824 / 0 1147 ! 0 4. CONCRETE MASONRY UNITS CMU PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE (CMU) _ ,- STRENGTH = 1900 PSL 1 RADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 5. REBAR PER ASTM A615 G ° d . RECESSED LINTELS FILLED BEND 0 CLEAR OPENING 8R6-1B/8R6-OB 8R14 -16/8R14 -0B 8R22 -16/$R22 -OB 2 4 1694/1694 3725/3280 5499/5421 ° . NO e "DII TYPI AL SHEAR WA L SEGMENT I'D" #3 17/8 41/4 15 21/4 41/4 4 18 #4 ° 5 5/8 91/2 d a 3 55/8 121/21 24 #5 31/8 14-0 0 292 / 0 1160 / 0 1660 ! 0, 2439 / 811 1 x 8' x 161, CMU U.N.O. 16-0 0 284/0 950/0 1379/0 1997/0 MATERIALS 18'-011 0 211/0 750/0 1177/0 1676/0 ' INDICATES FILLED CELL FROM FTG: TO TIE 18'-8" 0 142/0 598/0 1114/0 1468/0 1. fc PRECAST LINTELS = 3500 PSL 09 W .. BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE 20'-0" 0 180 / 0 598 / 0 1024 / 0 1441 / 0 _ d MD08 FOR LAP INFO. . � 2 fcPRESTRESSED LINTELS - 6000 psi. p A 20'-8 0 145/0 550/0 981/0 1376/0 PER ASTM C476 f 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8 TO 11" SLUMP.- .r a 1 11 3. GROUTEDg p PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR TYP . MORTAR ( ) JOINTS SHOULD NOT BE CUT 22 -8 0 110 / 0 450 / 0 824 / 0 1147 ! 0 4. CONCRETE MASONRY UNITS CMU PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE (CMU) _ ,- STRENGTH = 1900 PSL 1 RADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 5. REBAR PER ASTM A615 G ° d LENGTH RECESSED LINTELS FILLED BEND 0 CLEAR OPENING 8R6-1B/8R6-OB 8R14 -16/8R14 -0B 8R22 -16/$R22 -OB 2 4 1694/1694 3725/3280 5499/5421 ° . NO -SHEAR WALL T OPENING "DII TYPI AL SHEAR WA L SEGMENT I'D" #3 17/8 41/4 15 21/4 41/4 9 18 #4 PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR TYP . MORTAR ( ) JOINTS SHOULD NOT BE CUT 22 -8 0 110 / 0 450 / 0 824 / 0 1147 ! 0 4. CONCRETE MASONRY UNITS CMU PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE (CMU) _ ,- STRENGTH = 1900 PSL 1 RADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 5. REBAR PER ASTM A615 G c p ppp ®111 Idf� ,n `r �' �®® , C% w `®, �0 <t- ® 09001 . e 0_ oo �. ++- ., �/j ; ti P LENGTH RECESSED LINTELS FILLED BEND 0 CLEAR OPENING 8R6-1B/8R6-OB 8R14 -16/8R14 -0B 8R22 -16/$R22 -OB 2 4 1694/1694 3725/3280 5499/5421 +.0 ®® W ,,� „� J . a . I SEE FOUNDATION FOR FOOTING T A510. . + . o ° ° 21-8" 1426/1425 3343/3280 4933/4933 6. 270 LOW RELAXATION. 7/32 WIRE PER AS M + �. Q Il 1230/1230 2769/2769 4085/4085 `` ► r 31-411 1081/920 2769/1716 - 4085/2839 LINTELDESIGNATION SCHEDULE E: = c a �. 41-4" 846/833 2121/1716 3127/2839L) ., + 0 F = FILLED WITH GROUT! f ; , Z Q 44 1 n v + ,y '® d 5'-4" 664 / 572 1761 / 1761 2595 / 2595 LINTEL 6 , + ` Z - MARK' U = UNFILLED R = RECESSED + � 6 -4 526 / 434 1539 / 1539 1329 / 2267 REQUIREMENTS � T ••o• ,+ .� �t W QUANTITY OF #5 REBAR s®b •+..+ } p " 1334 / 1334 1964 / 1552 @ i 7 -4 480/322F LINTEL CAVITY �j� �� , LL 11 A 8RF6-1B/1T BOTTOM O �� �� 8 -4 415/235 1152 / 1152 1694/1552 . � _ 8116 1 B/1 T ppp e )0 TYPICAL MASONRY O 8F8-1B/1T CONSTRUCTION QUANTITY OF #5 REBAR AT TOP - V-0 „ 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER SCALE. 3/4 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. c 8RF14-1B/1T NOMINAL HEIGHT NOMINAL WIDTH p 0 8F16-1B/1T f TYPE DESIGNATION Cn • w �o 0 8RF14-0B/1T o ^ O ' n6j1 C N U O F 8116 OB/1 - 1/2 CLEAR o _ T 1 a c 8F20-1B/1T z 0 aW v C O _ EBAR AT TOP MIN. (1) REQ'D a' o 0" 8F20-0B/1T Q Q U. e ZL..FGROUT �y�4 8RF22-1B/1T Q g � O I, 10 m O LOl H tip' z EBAR AT BOTTOM OF LINTEL V0 8F24-18/17 TY 1v�� LF22-0B/1T -,i` ' BOTTOM REINFORCING PROVIDED 0� Q SEE PLAN FOR TOP OF WALL AND LINTEL INFO Q 8R • • ...: .• ..., ... .::... ....,... •:' 7-5/8" ACTUAL IN LINTEL (VARIES) 811 ,'... .., . ' . .. . , .. •, NOMINAL WIDTH :,.,• „•. . � „ 8F24 OB/1T FILLED O 8RF30cli 1B/1T LINTEL PER PLAN a. ,. P 81732-16/17 1-1/2 CLEAR T.1.. 1 a 8RF30-OB/1T O ¢ — ' TRANSOM OPENING , .. W Z ,. .. y 41. , s #5 REBAR AT TOP MIN. (1) REQ D ^:..., O 8F32 -0B/1T U -r p .... FRAME INFILL AROUf� .: '. 6-4 3-2 -8 7-4 �. T 81738 16/17 ¢ Q C.M.U. ° w� SEE DOWEL PLAN FOR O v Q WINDOW BY BUILDER I O u� E WF01/SD1 FOR FILLED CELL INFO. z SE� �: ...;. ;... FILLED � 81712-1B/1T _ :.... MIN. 1 IS REQ'D ON O v • ... .: MORE INFO .. . , ... ( ) ..... rs, "• ' :..-. EITHER SIDE U.N.O. D F F p BOTTOM REINFORCING PROVIDED Z O O v 8F40 =0B/1T �` —'� _ ffi f O O o . .... ... • . �,, 7-5/8" ACTUAL IN LINTEL (VARIES) ^ F - Lt �2,, p 8" NOMINAL WIDTH J O � O 8178 OB/1T v _ UNFILLED .. , ..... X Z a 2 2X8 SYP#2 P.T. HEADER D �% <... O 0 .:• TURNED SIDEWAYS. � UU � �` TACH TO MASONRY SAFE LOAD TABLE NOTES F- h . .:.•. AT Q �y WALL W/ SIMPSON HU28-2 R WINDOW OPENING .•, : ' DOOR 0 END. W/ 1. ALL VALUES BASED ON MINIMUM 4 NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED � � Z "'" HANGER @ EA. LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL p I-.• O ,.. MAX. OPENING 4 FT (14) 1/4" x 2-3/4" TAPCONS n TO MASONRY & (6) 10d RECESSED LINTELS BASED ON 4" NOMINAL BEARING: -�•a NAILS TO HEADER 2. 0 = NOT RATED. �:j F- 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. LU O 4. SAFE LOADS BASED ON GRADE 40 GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR W b C14 MIN. 28" _ ..�. rn O 5, ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING •� OADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6 O NE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY INTEL W/ TRANSOM DETAIL L E • -- - TH DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY O SCALE: 3/4" = 1'_0.. 7. E D D CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF O O SUPPORT. 54 EXT LOWER MGT E SAFE LOAD FROM N � REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) 0 O0 U) GRADE 40" GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE "All "B" VICII �7/ "DII 11A" "B" VIC" X1//4 I'D" #3 17/8 41/4 15 21/4 41/4 9 18 #4 21/2 5 5/8 91/2 20 3 55/8 121/21 24 #5 31/8 7 113/4 25 33/4 7 151/2 30 #6 33/4 81/16 14 30 41/2 81/16 181/2 36 #7 43/8 9 13/1616 1/2 35 51/4 913/16 213/4 42 C LAP SPLICE 7'-8" 6'-4" I2 -'-10"I. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, US �� 0 O0 U) —�` 9. ALL SAFE LOADS 1N UNITS OF POUNDS PER LINEAR FOOT• v a c:s Z 0 � I A o H ° 4.. ° ,a x.11 ° a #3=2/z Z Z _0 J J O' STRUCTURAL ENG. CFG /BAD #5 = 2 " $ - ° 2 Vi DRAFTING: A Qw` � .. QC CHECK: CC • .a d:.' JOB No._2170329 TM u� 0 ° EMBEDDED STANDARD 90° HOOK STANDARD 180° HOOK SCALE: AS INDICATED 4ID08 REBAR SPLICE DETAIL LI NTE L PLA N 5 SCALE: 3/4" = V-0" 1/811=1 1-011 prohibited. . TING. DESIGN OF WMR &.ASSOCIATES LLC Is strictly • OF WMR &ASSOCIATES LLC An use duplication, or transfer of these documents without the expressed, written consent of MONTH CONSUL & _COPYRIGHT MCD 2014. The Information contained m this document Is copyrighted and Is the exclusive property of MONTH CONSULTING &DESIGN, y p , 0 O0 U) >� .. m U J w OZ W p O >- O Q0Z A 0- F- 2 F- ' ° 4.. ° ,a x.11 ° a #3=2/z a ° ° #4 = 2 Yi STRUCTURAL ENG. CFG /BAD #5 = 2 " $ - ° 2 DRAFTING: A d . #7 = 3l 11 _STRUCiT: AML QC CHECK: CC • .a d:.' JOB No._2170329 TM 811 ° EMBEDDED STANDARD 90° HOOK STANDARD 180° HOOK SCALE: AS INDICATED DATE: 02/19/2017 4ID08 REBAR SPLICE DETAIL LI NTE L PLA N 5 SCALE: 3/4" = V-0" 1/811=1 1-011 prohibited. . TING. DESIGN OF WMR &.ASSOCIATES LLC Is strictly • OF WMR &ASSOCIATES LLC An use duplication, or transfer of these documents without the expressed, written consent of MONTH CONSUL & _COPYRIGHT MCD 2014. The Information contained m this document Is copyrighted and Is the exclusive property of MONTH CONSULTING &DESIGN, y p , , I I I I i. `-. i : I . . LII , :I . ......_...m._ ., __ . _,.....:. ..-------._.._._,._, _...,._ _.. ..... .... ......... ... -.... ......_ . ......... . ,.._.... 1 #5 FROM FTG. TO 1 #5 FROM FTG. TO IF BRIG. WALL ABOVE- HOLD BRIG WALL BACK 2x BRIG WALL PER 2x BRIG WALL PER W TIE BEAM SPLICE TOTIE BEAM SPLICE TO 1/2" J -BOLT W/ MIN. 6" SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING ~ .1 ° I,1' „ a �.� - FLUSH w/ FOUNDATION WALL SCHEDULE. WALL SCHEDULE Q - BE MIN. 25 GROUT BE MIN. 25 GROUT PAST DEEPEST STEP _ D CELL SOLID CELL SOLID REQ'DBELOW cn MIN 4 MASONRY WALL a W CONC. SLAB PER (1) #5 CONT. w/ 1-1/2 MASONRY WALL 1 LI. � 1. ¢ FOUNDATION PLAN COVER TYP.11-1/2�� COVER TYP. CONC. SLAB PER SEE PLAN SEE PLAN > 2 1/4" CONIC. PER 1� cn FOUNDATION PLAN RETE LAB PER w CONCRETE SLAB PER u) FOUNDATION PLAN CONCRETE SLAB PER CONCRETE S 1 z w a .1 FOUNDATION PLAN � Z 2x PT SILL PLATE 2x P.T. SILL PLATE FOUNDATION PLAN Id FOUNDATION PLAN 7j 1 a W g z I . aw wg .. w a (2) #5 BARS CONT. W/ 3" COVER TYP. VARIES I—I I Itll Zgo , --I — --� 1--- e.I—a �c I Ia_ . . 1 1. 1 SEE PLAN w d a w I- I--I--I — I I 1 I�=I I—�.= ....I..�° '' i—° : e.. • 4. :'•, I". a; :._. . a I a O q GRADE ° GRADE _Iw aq Fz n co a e Q — r°0n1 U) = O _ a— h . I I I `.':•..' 1. co •' I hI (I---II--I-II,--S— I1 . IIII__ I - IL - I- .I - W_M H, ELI 16 1' " 2 #5 BARS CONT. CLEAN COMPACTED w 10 CLEAN.COMPACTED cf) CLEAN COMPACTED W/ 3" COVER TYP. 3OCVR FILL 95% STANDARD CLEAN COMPACTED O 2 #5 BARS CONT. w/ 3, CLEAN COMPACTED 2) #5 BARS CONT. w/ 3 FILL @ 95/STANDARD DENSITY FILL @ 95/STANDARD U 811 FILL @ 95/STANDARD FILL @ 95/STANDARD -4 COVER TYP., AT COVER TYP., AT DENSITY1'-41DENSITY DENSITY (2) #5 BARS CONT. w/ 3" COND. -J (3) #5 DENSITY COVER TYP,' AT CLEAN COMPACTED BARS REQ'D & FTG TO BARS REQ'D & FTG TO WHERE 2ND STORY OCCURS, FTG 2 -STORY COND. (3) #5 FILL @ 95% STANDARD BE 20" WIDE BE 20" WIDE WHERE 2ND STORY OCCURS, FTG V-4" - SHALL BE 1'-4" WIDE w/(3) #5 BARS - BARS REQ'D & FTG TO DENSITY - SHALL BE 1 -4it WIDE w/(3) #5 BARS BE 20" WIDE W 11 `Ur 11111 C _ FOOTING AT INTERIOR BEARING 2' 0% �®ro TYPICAL EXTERIOR FOOTING FO TYPICAL GARAGE CURB FOOTING F03 NON-BEARING SLAB STEP DOWN FO DOUBLE STEP FOOTING FO BEARING SLAB STEP DOWN FO ®® NN z J a w^ �.L V 11_ 1 II /411-1'-011 3/4"=1'-4" I'T, `� � • •••••••••® /',e' ®� �.. 3/4"=V-0"3/4 -1 -0 3/4'1=11-0"-3/4"=V-0"3 - a q -g®• .r {"/c� a 00 C6 • •s ,`` s � Co 4/ OPT. MASONRY CURB ELEV. 0'-0" w/ 1 #5 u> ®w 0) @ O VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ D - o u d ' ) -- U CONT: BAR STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS w '.�� "� G o -� S 2, 4 , SLOPED GROUT TO w 6- ••.•• DRAIN •... ••' Z OPTIONAL CURB BY �r '.q z MASONRY WALL t ® .. Q ° . ' n .. e:. M SEE PLAN' A �s/� e`�� � BUILDER MIN. 24" BEFORE ar.l... ... d 1 1�1/171111►0� .• T ANOTHER STEP CONC. SLAB PER 1 #5 FROM FTG. O CONC. SLAB PER �, .. a : O 8 x12 THICKENED ® a 4 e ;4. � UL SLOPE FOUNDATION PLAN : TIE BEAM MIN. 25" � CONC. SLAB PER FOUNDATION PLAN SLAB w/ 1 #5 CONT. a 1 E #5 CONT. PER MFG FOUNDATION PLAN w/ 3 COVER TYP. � ' . ' • SPLICE GROUT CELL 1 a . 1 • :;; SOLID PER PLANS REINFORCEMENT SEE P. a a a o FOUNDATION PLAN � l d, . .. .. ;. GRADE V .. ., a W a", • , e , as e, d ae ... 1 F- a ° �: 1 'a . p .r' FOR QUANTITY (Iil O --- I to:' d. Wp — a I o — — - a rte' _ '' ter] _ _ : r W a_ I•�e �P r' _ d a Qa — _ m a a a THRESHOLD PER MFG e w o _I � I—I � I—I � I—� � F J a ca — — Z 6� �___e u 4 a i q ' - - _b - 'a �' a #5 x 25 x 25 CORNER e O l6 eh a - ( a a .e r. .a '' ^,''fildlidll�:rh. .m. ._ a - qq d 1 _ I _ I_I–I I–I _i —I I– _1 I –_I_—I) IIII - I_ -I i=—IIIIIIII —�-_ I I—_�II —�- I _ I I —_I I8 -' — _.. _..._..� II —, - i I= d � :. a o' . . ,1 . d. ad p d. -...___._._ -._._ I I ° d•s _ �I_• , Y:—'q . a. .. eBAR ONE FOR EA. 1:7 o ,. — _ o N A 1 � WT d HORIZONTAL CONIC. SLAB PER U — I—I a REBAR TYP. U.N.O. FOUNDATION PLAN �o4 ' - -I — — — — I— a. d I O — II__._I I I—I II-�� W i — — �...I � ,r I I _III II—I I—II _-111' - -III I w _.___.� _ a _ I 1-1 I I--- i I III a �'d� � _ _ ''_ � � 2 #5 BARS CONT. ., wI'- a .. ; ,» SLOPE W/ 3" COVER TYP., @ -I ( I (—I (I_ ( I __ (2) #5 CONT. w 3 > "' a,. 2 -STORY CONDITION � O ;. ��ti � O — 16" MIN. _ -COVER TYP: -.. ; ..:. ,1 H I;:: 2 #5 CONT. w/ 3 — — I - ".. •• °. r ti5ti a� 1 " O I PER MFG SLOPE EXT..SURFACE (3) #5 BARS w/ 20 Q I'.� U 1 -4 (2) #5 BARS CONT. 20 COVER TYP. I I —1 I — — 11 I III I.I I—I I—� — (2) #5 BENT w/ OR 1/4" PER - WIDE FOOTING W/ 3 COVER TYP. CLEAN COMPACTED CIO CLEAN COMPACTED MIN. 25" LAP SPLICE FOOT AWAY FROM o ° FILL @ 95 /o STANDARD � O FILL @ 95 /o STANDARD BUILDING WHERE 2ND STORY OCCURS, FTG DENSITY ELASTOMERIC JOINT DENSITY. SHALL BE 1, -4" WIDE w/(3) #5 BARS v FILLER MU DGE F09 TYPICAL STEP FOOTING DETAIL AF1 TYPICAL CORNER BAR DETAIL TOP VIEW F1 EXTERIOR DOOR POURED SILL F1 FOOTING AT INTERIOR BEARING WITH CFOOTING @ SHOWER AT MASONRY FO THICKENED E( ) 3/4"=1'-0" 3/411=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4 =1 -0 �^ VJ J #5 CONTINUOUS ANCHOR PER BR #5 DOWEL W/ MIN. 6" G. Z A WALL SCHEDULE. 1F FILLED CELL PER PLN WOOD POST PER PLAN CONC. SLAB PER CONC. SLAB PER EMBED. INTO MAIN o" U ` CURB REQ. ANCHOR � ® FOR SIZE AND BASE FOUNDATION PLAN FOUNDATION PLAN FOOTING W SIMPSON #4 BAR @ 48O.C. W/ 2 1/4 11 ifs " " SHALL HAVE 6 MIN. x W SC CONNECTION EPDXY 12 O.C. MIN. 32 BEND INTO p o� EMBED. BELOW W SLAB BOTTOM OF CURB. �S' C TOP COURSE TO BE CONCRETE STAIRS AS (� GARAGE REQ'D PER GRADE W/ CONCRETE SLAB PER , s - CHAIR BLOCKS. OPT CURB PER � Z: PLAN MIN (1) #5 BAR @ - - - -) ENTIRE BASE TO BE MF04/SD1 Z H - FILLED SOLID NOSING ADD #5 CONT. WHEN J 2 x P.T. SILL PLATE �. STI RUPS REQUIRED Q .. TOP VIEW @ CORNER SEE ELEVATION c) . Z E w/ 1 #5 aA e SEE , Q .CMU BAS O 4� a°, ..' '' b d I, a - . PLAN VERTICAL EACH I - _ GARAGE WALL @ � o --- SEE FLR. .. - - -- . a a.I I- - a a ... o � BEYOND CORNER.-III— B- ���'�..� 00 coM .III — e. I CC G - I L- -- a .... _ -' #3 STIRRUPS 48" - ,"' '' . `� �,"� °p M @ 1... ii CONC. SLAB PER PLAN FOR BASE SIZE 4 e . ° q :. o W a d a . Z _ I �: � � _ °0 q 2 #5 DIA. BARS TOP ._ _ 1 FOUNDATION 2 #5 DIA. BARS TOP O @ , .. a a w O.C. WHEN MONO - J DRIVEWAY BY q O _ ._..._,._ a WHEN MONO DEPTH ._._ .. a ' 'I ( I,, WHEN MONO DEPTH 1 � .- I, ..I cn a z .DEPTH EXCEEDS c F- . — ., 7 , AN ,.—.. I BUILDER- CONCRETE . " _ — III I .. d EXCEEDS 26 , IF — e ° a e 26 . IF LESS THAN 1 7I SEE FOUNDATION FOR a Q EXCEEDS 26 IF 1 1» p +a h a d 4 4 a4 °a q O d I 20"x8" - THICKENED —? EDGE W/ (2) #5 11-1 I —� CONTINUOUS V-811 > e a v OR PAVERS - °4, . a DEPTH < 26" THESE -- ° . ' . 26 THESE. PAD SIZE e � w DEPTH. <26" THESE I �- '.a ...; :a'. . 1: 'Q ,a ° -' BARS ARE N07 READ - _ Via_ _ -r . I , w BARS ARE NOT REQ D _ - a a 4 STIRRUPS ARE NOT 4 a: . — = W A w ° d. .. a E a. .. GRA E 1, ., r aa, O GRAD d. _ . = ,, __ - 00 CONC. SLAB OR > w °'1 , - �, . __ _ W 48 d REQ D I( I I I_ w d #3 STIRRUPS @ — —I a O #3 STIRRUPS @ 48 — _. _ — _ PAVERS PER PLAN a a ,e cn — — a l , — — I• I a .I _ O.C. WHEN MONO d.• e _ I - c/) II .1 O.C. WHEN MONO L.-._.. , Z " " I I a "I — — d aI - - I 1 DEPTH EXCEEDS 26",---- ° � DEPTH EXCEEDS 26", � � (- � (3) #5 CONT. W/ 3 MIN . _ .. -I I—I I : _.— T-1 TE I < . CLEAN COMPAC D < - dI d - IF DEPTH 26 THESE - ;�3 , ° �' - - COVER ON CHAIRS e d IF DEPTH 26 THESE n ( i- 1 a .. o ARD - SEE PLAN FOR STAIR INFO: IF -I FILL @ 95 /o STAND ca e - BARS ARE NOT REQ'D _ �. BARS ARE NOT REQ D I '�•° - - - - d I - _ -I .'. a ; : - - - -. - -- CLEAN COMPACTED CONCRETE STAIRS ARE FORMED & I I DENSITY - d , I_ I I T �+ e • d __L.>_. _ �— — — I I I I FILL 95 /° STANDARD POURED PROVIDE 1 #5 EACH STEP — �,, — —. CLEAN COMPACTED 2 # BARS. CONT. WJ .._.... I ___.. — CLEAN COMPACTED O , ° a . - 2 #5 BARS CONT.. W/ I I O 5 I I @ @ o 3 COVER 7 CLEAN COMPACTED °. _ ,, o - _ - - 11 v `- q _a - FILL 95 /o STANDARD " _1 4 ° DENSITY &TERMITE DRILL AND EPDXY 2 12 LONG #5 BARS o -� - - I 3 COVER TYP. 1 4 @ 3 COVER TYP. _ I FILL @ 95 /° STANDARD O v FILL @ 95 /o STANDARD I- — - _ - _I DENSITY DENSITY IDENSITY TREATED W/ 3" MIN COVER @ EA. END OF STAIRS .MONOLITHIC. DEEP MONOLITHIC FOOTING W/ STAIR AF2�DEEP MON INTERIOR STEPEP DOWNTHICKENED EDGE GARAGE DOOR fiFl�FOOTING@ENTRY MASONRY COLUMN F20 DEEP F OTING F2 O � o CONC. SLAB PER - FOUNDATION PLAN PVC SLEEVE MIN. DIAMETER TO BE 2 PIPE SIZES LARGER THAN THE PENETRATING PIPE 3/4"=V-0" 3/4"=1'-0r. 3/4"=V-0., 3/411=1'4r 3/4"=1'-0'' 44 Z TOP (2) #5 x 4'-0" � O � Lo PVC OR SCH40 SLEEVE Oa CENTERED AT PIPE � (' PENETRATION Z 0 Z 8" CMU - TOP (2) #5 x 4'-0 PVC OR SCH40 SLEEVE _ �. C�1 — <[ W FINISH PER ELEV. CENTERED AT PIPE 0 8" C.M.U. FINISH PER PENETRATION I .-I I (=1 I- � 0 FINISH FLOOR ELEV. -I h a _I O 00 O _ _ • a 1 C N N FINISH FLOOR .- _ d'a . d. a G LL. PENETRATING -I - v III= U .. m :.' s . 'GRADE PIPE PENETRATING PIPE J I I III =III— (_Tl� W j Z _III I SEE FDN. I I_ a... .•d4 a rq a �,;�,,_ 1 I PLAN FOR O — _ — °,.' ... � .•. �; � . LOOP TIE (TYP.) o d d ..._. � - SIZE &REINF: � (L Q 3:-- III �Lil PIPE PERPENDICULAR TO FND —_,II � � 1--i, Z TOP (2) #5 x 4'-0" . — I STRUCTURAL ENG. CFG J BAD FOOTING PER PLN z _ A `�` - - CENTERED AT PIPE I- - - I -I - I _I PVC in PENETRATION OR SCH40 SLEEVE DRAFTING: III I( I �I I= III I I—III—I I : � CLEAN COMPACTED FOOTING PER PLAN —1 — I I—I — � 11--STRUCT: AML FILL @ 95% STANDARD — 1_—_----� SEE FDN PLAN I I I a . DENSITY — I — FOR SIZE I I_I a. Q a d QC CHECK CC (SIDE VIEW) I— &REINF. —_ I — _ =` _ ion 4; `.._..' — PVC SLEEVE — — d ' � — JOB No. TM - 2170329 VIEW - � I-1 I 1 � � _ (FRONT ) -i __ = I- I1� — � I SCALE: AS — — I_ INDICATED PIPE PIPE VERTICAL THRUFDN .q DATE: oz/1s/2o17 I- I NOT USED TYPICAL FOUNDATION PENETRATIONS III III !1 1 IS I'� I•'L w I'•\ w 1 I r 1 T,% r► 1 r\ Q r) 1 Ia ' a Al "e . I' ea. co L III III. °. V 11_ 1 II /411-1'-011 3/4"=1'-4" I'T, `� � • •••••••••® /',e' ®� �.. 3/4"=V-0"3/4 -1 -0 3/4'1=11-0"-3/4"=V-0"3 - a q -g®• .r {"/c� a 00 C6 • •s ,`` s � Co 4/ OPT. MASONRY CURB ELEV. 0'-0" w/ 1 #5 u> ®w 0) @ O VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ D - o u d ' ) -- U CONT: BAR STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS w '.�� "� G o -� S 2, 4 , SLOPED GROUT TO w 6- ••.•• DRAIN •... ••' Z OPTIONAL CURB BY �r '.q z MASONRY WALL t ® .. Q ° . ' n .. e:. M SEE PLAN' A �s/� e`�� � BUILDER MIN. 24" BEFORE ar.l... ... d 1 1�1/171111►0� .• T ANOTHER STEP CONC. SLAB PER 1 #5 FROM FTG. O CONC. SLAB PER �, .. a : O 8 x12 THICKENED ® a 4 e ;4. � UL SLOPE FOUNDATION PLAN : TIE BEAM MIN. 25" � CONC. SLAB PER FOUNDATION PLAN SLAB w/ 1 #5 CONT. a 1 E #5 CONT. PER MFG FOUNDATION PLAN w/ 3 COVER TYP. � ' . ' • SPLICE GROUT CELL 1 a . 1 • :;; SOLID PER PLANS REINFORCEMENT SEE P. a a a o FOUNDATION PLAN � l d, . .. .. ;. GRADE V .. ., a W a", • , e , as e, d ae ... 1 F- a ° �: 1 'a . p .r' FOR QUANTITY (Iil O --- I to:' d. Wp — a I o — — - a rte' _ '' ter] _ _ : r W a_ I•�e �P r' _ d a Qa — _ m a a a THRESHOLD PER MFG e w o _I � I—I � I—I � I—� � F J a ca — — Z 6� �___e u 4 a i q ' - - _b - 'a �' a #5 x 25 x 25 CORNER e O l6 eh a - ( a a .e r. .a '' ^,''fildlidll�:rh. .m. ._ a - qq d 1 _ I _ I_I–I I–I _i —I I– _1 I –_I_—I) IIII - I_ -I i=—IIIIIIII —�-_ I I—_�II —�- I _ I I —_I I8 -' — _.. _..._..� II —, - i I= d � :. a o' . . ,1 . d. ad p d. -...___._._ -._._ I I ° d•s _ �I_• , Y:—'q . a. .. eBAR ONE FOR EA. 1:7 o ,. — _ o N A 1 � WT d HORIZONTAL CONIC. SLAB PER U — I—I a REBAR TYP. U.N.O. FOUNDATION PLAN �o4 ' - -I — — — — I— a. d I O — II__._I I I—I II-�� W i — — �...I � ,r I I _III II—I I—II _-111' - -III I w _.___.� _ a _ I 1-1 I I--- i I III a �'d� � _ _ ''_ � � 2 #5 BARS CONT. ., wI'- a .. ; ,» SLOPE W/ 3" COVER TYP., @ -I ( I (—I (I_ ( I __ (2) #5 CONT. w 3 > "' a,. 2 -STORY CONDITION � O ;. ��ti � O — 16" MIN. _ -COVER TYP: -.. ; ..:. ,1 H I;:: 2 #5 CONT. w/ 3 — — I - ".. •• °. r ti5ti a� 1 " O I PER MFG SLOPE EXT..SURFACE (3) #5 BARS w/ 20 Q I'.� U 1 -4 (2) #5 BARS CONT. 20 COVER TYP. I I —1 I — — 11 I III I.I I—I I—� — (2) #5 BENT w/ OR 1/4" PER - WIDE FOOTING W/ 3 COVER TYP. CLEAN COMPACTED CIO CLEAN COMPACTED MIN. 25" LAP SPLICE FOOT AWAY FROM o ° FILL @ 95 /o STANDARD � O FILL @ 95 /o STANDARD BUILDING WHERE 2ND STORY OCCURS, FTG DENSITY ELASTOMERIC JOINT DENSITY. SHALL BE 1, -4" WIDE w/(3) #5 BARS v FILLER MU DGE F09 TYPICAL STEP FOOTING DETAIL AF1 TYPICAL CORNER BAR DETAIL TOP VIEW F1 EXTERIOR DOOR POURED SILL F1 FOOTING AT INTERIOR BEARING WITH CFOOTING @ SHOWER AT MASONRY FO THICKENED E( ) 3/4"=1'-0" 3/411=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4 =1 -0 �^ VJ J #5 CONTINUOUS ANCHOR PER BR #5 DOWEL W/ MIN. 6" G. Z A WALL SCHEDULE. 1F FILLED CELL PER PLN WOOD POST PER PLAN CONC. SLAB PER CONC. SLAB PER EMBED. INTO MAIN o" U ` CURB REQ. ANCHOR � ® FOR SIZE AND BASE FOUNDATION PLAN FOUNDATION PLAN FOOTING W SIMPSON #4 BAR @ 48O.C. W/ 2 1/4 11 ifs " " SHALL HAVE 6 MIN. x W SC CONNECTION EPDXY 12 O.C. MIN. 32 BEND INTO p o� EMBED. BELOW W SLAB BOTTOM OF CURB. �S' C TOP COURSE TO BE CONCRETE STAIRS AS (� GARAGE REQ'D PER GRADE W/ CONCRETE SLAB PER , s - CHAIR BLOCKS. OPT CURB PER � Z: PLAN MIN (1) #5 BAR @ - - - -) ENTIRE BASE TO BE MF04/SD1 Z H - FILLED SOLID NOSING ADD #5 CONT. WHEN J 2 x P.T. SILL PLATE �. STI RUPS REQUIRED Q .. TOP VIEW @ CORNER SEE ELEVATION c) . Z E w/ 1 #5 aA e SEE , Q .CMU BAS O 4� a°, ..' '' b d I, a - . PLAN VERTICAL EACH I - _ GARAGE WALL @ � o --- SEE FLR. .. - - -- . a a.I I- - a a ... o � BEYOND CORNER.-III— B- ���'�..� 00 coM .III — e. I CC G - I L- -- a .... _ -' #3 STIRRUPS 48" - ,"' '' . `� �,"� °p M @ 1... ii CONC. SLAB PER PLAN FOR BASE SIZE 4 e . ° q :. o W a d a . Z _ I �: � � _ °0 q 2 #5 DIA. BARS TOP ._ _ 1 FOUNDATION 2 #5 DIA. BARS TOP O @ , .. a a w O.C. WHEN MONO - J DRIVEWAY BY q O _ ._..._,._ a WHEN MONO DEPTH ._._ .. a ' 'I ( I,, WHEN MONO DEPTH 1 � .- I, ..I cn a z .DEPTH EXCEEDS c F- . — ., 7 , AN ,.—.. I BUILDER- CONCRETE . " _ — III I .. d EXCEEDS 26 , IF — e ° a e 26 . IF LESS THAN 1 7I SEE FOUNDATION FOR a Q EXCEEDS 26 IF 1 1» p +a h a d 4 4 a4 °a q O d I 20"x8" - THICKENED —? EDGE W/ (2) #5 11-1 I —� CONTINUOUS V-811 > e a v OR PAVERS - °4, . a DEPTH < 26" THESE -- ° . ' . 26 THESE. PAD SIZE e � w DEPTH. <26" THESE I �- '.a ...; :a'. . 1: 'Q ,a ° -' BARS ARE N07 READ - _ Via_ _ -r . I , w BARS ARE NOT REQ D _ - a a 4 STIRRUPS ARE NOT 4 a: . — = W A w ° d. .. a E a. .. GRA E 1, ., r aa, O GRAD d. _ . = ,, __ - 00 CONC. SLAB OR > w °'1 , - �, . __ _ W 48 d REQ D I( I I I_ w d #3 STIRRUPS @ — —I a O #3 STIRRUPS @ 48 — _. _ — _ PAVERS PER PLAN a a ,e cn — — a l , — — I• I a .I _ O.C. WHEN MONO d.• e _ I - c/) II .1 O.C. WHEN MONO L.-._.. , Z " " I I a "I — — d aI - - I 1 DEPTH EXCEEDS 26",---- ° � DEPTH EXCEEDS 26", � � (- � (3) #5 CONT. W/ 3 MIN . _ .. -I I—I I : _.— T-1 TE I < . CLEAN COMPAC D < - dI d - IF DEPTH 26 THESE - ;�3 , ° �' - - COVER ON CHAIRS e d IF DEPTH 26 THESE n ( i- 1 a .. o ARD - SEE PLAN FOR STAIR INFO: IF -I FILL @ 95 /o STAND ca e - BARS ARE NOT REQ'D _ �. BARS ARE NOT REQ D I '�•° - - - - d I - _ -I .'. a ; : - - - -. - -- CLEAN COMPACTED CONCRETE STAIRS ARE FORMED & I I DENSITY - d , I_ I I T �+ e • d __L.>_. _ �— — — I I I I FILL 95 /° STANDARD POURED PROVIDE 1 #5 EACH STEP — �,, — —. CLEAN COMPACTED 2 # BARS. CONT. WJ .._.... I ___.. — CLEAN COMPACTED O , ° a . - 2 #5 BARS CONT.. W/ I I O 5 I I @ @ o 3 COVER 7 CLEAN COMPACTED °. _ ,, o - _ - - 11 v `- q _a - FILL 95 /o STANDARD " _1 4 ° DENSITY &TERMITE DRILL AND EPDXY 2 12 LONG #5 BARS o -� - - I 3 COVER TYP. 1 4 @ 3 COVER TYP. _ I FILL @ 95 /° STANDARD O v FILL @ 95 /o STANDARD I- — - _ - _I DENSITY DENSITY IDENSITY TREATED W/ 3" MIN COVER @ EA. END OF STAIRS .MONOLITHIC. DEEP MONOLITHIC FOOTING W/ STAIR AF2�DEEP MON INTERIOR STEPEP DOWNTHICKENED EDGE GARAGE DOOR fiFl�FOOTING@ENTRY MASONRY COLUMN F20 DEEP F OTING F2 O � o CONC. SLAB PER - FOUNDATION PLAN PVC SLEEVE MIN. DIAMETER TO BE 2 PIPE SIZES LARGER THAN THE PENETRATING PIPE 3/4"=V-0" 3/4"=1'-0r. 3/4"=V-0., 3/411=1'4r 3/4"=1'-0'' 44 Z TOP (2) #5 x 4'-0" � O � Lo PVC OR SCH40 SLEEVE Oa CENTERED AT PIPE � (' PENETRATION Z 0 Z 8" CMU - TOP (2) #5 x 4'-0 PVC OR SCH40 SLEEVE _ �. C�1 — <[ W FINISH PER ELEV. CENTERED AT PIPE 0 8" C.M.U. FINISH PER PENETRATION I .-I I (=1 I- � 0 FINISH FLOOR ELEV. -I h a _I O 00 O _ _ • a 1 C N N FINISH FLOOR .- _ d'a . d. a G LL. PENETRATING -I - v III= U .. m :.' s . 'GRADE PIPE PENETRATING PIPE J I I III =III— (_Tl� W j Z _III I SEE FDN. I I_ a... .•d4 a rq a �,;�,,_ 1 I PLAN FOR O — _ — °,.' ... � .•. �; � . LOOP TIE (TYP.) o d d ..._. � - SIZE &REINF: � (L Q 3:-- III �Lil PIPE PERPENDICULAR TO FND —_,II � � 1--i, Z TOP (2) #5 x 4'-0" . — I STRUCTURAL ENG. CFG J BAD FOOTING PER PLN z _ A `�` - - CENTERED AT PIPE I- - - I -I - I _I PVC in PENETRATION OR SCH40 SLEEVE DRAFTING: III I( I �I I= III I I—III—I I : � CLEAN COMPACTED FOOTING PER PLAN —1 — I I—I — � 11--STRUCT: AML FILL @ 95% STANDARD — 1_—_----� SEE FDN PLAN I I I a . DENSITY — I — FOR SIZE I I_I a. Q a d QC CHECK CC (SIDE VIEW) I— &REINF. —_ I — _ =` _ ion 4; `.._..' — PVC SLEEVE — — d ' � — JOB No. TM - 2170329 VIEW - � I-1 I 1 � � _ (FRONT ) -i __ = I- I1� — � I SCALE: AS — — I_ INDICATED PIPE PIPE VERTICAL THRUFDN .q DATE: oz/1s/2o17 I- I NOT USED TYPICAL FOUNDATION PENETRATIONS III III !1 1 IS I'� I•'L w I'•\ w 1 I r 1 T,% r► 1 r\ Q r) 1 u u 0 2 2x TOP PLATE W/ LUOF OPENING ( ) 3 1)d END NAILS TO LAST STUD I Y ATTACHMENT REQUIREMENTS `C 0 SIZE TAPCONS SPACING # ROWS 2x4 3/16" x 3 1/2" 12" O.C. 4 3/16" x 3 1/2" - - - - -- 2x8 WALL SCHEDULE 1 I44 FURRING TO CMU W/ 2x FRAMING PER (1) #5 IN TIE BEAM 1 .I .. PLAN FASTEN PT 2x BUCK O WATERPROOF NG B FTZ TYPICAL TIE BEAM w/ 3000 psi BUILDER _ PROVIDE STANDARD 2x6x12 P.T. CENTER p PRE -CAST LINTEL PER cn HOOK BUCKSEE PLAN FOR WALL a 4 Pill CONC. w/(1) #5 REBAR CONT. PLAN w 3/8�� DIA. ANCHOR FRAMING INFO _ CENTERED d STD HOOK BLOCKING PER BRG 2x PT STUD OR ALTERNATE 1x PT (1) #5 BAR IN PRECAST LINTEL TYPICAL FILLED CELL GARAGE WALL °4 w/3000 psi CONC. w/(1) (2) #5's VERTICAL IN BEYOND #5 REBAR VERT. GROUT FILLED CELL a VERIFY w/ PLAN FOR a I' .. REQ'D LOCATIONS 2x6 P.T. BUCK EACH SIDE OF OPENING J TO 0- C ED w CMU WALL PER PLAN TO MASONRY NOTES, 1. 1x OR 2X PT BUCKS/NAILERSSHALL EXTEND BEYOND INT. FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (2) ROW OF 1/4" TAPCONS 6" Z FROM ENDS AND 12" O.C. MAX'. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF (' BUCK. TAPCONS SHALL HAVE AT LEAST 1" PENETRATION INTO CMU. 2. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12 O.C. @ EACH SUCCESSIVE BUCK (� 3. `MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME W (5) 3/8" DIA. J -BOLT W/ OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS W W !— (J w 5-1/2" EMBED. AT EA. (FASTENING) ARE MET � 1 #5 VERTICAL IN ¢ c� THREADED ROD PER r (4) EQ. SPACED z" TITEN HD ANCHORS w/ P.T. BUCK PER DOOR 4. BUILDER SHALL FOLLOW DOOR/WINDOW MANUFACTURER'S WRITTEN O BOOR BRACKET, EA. PLANS. MIN. 6" FROM 3 MANUFACTURER'S GROUT FILLED CELL (IF SIDE OF DOOR. MIN. 1 a EMBEDMENT FOR HOLLOW SPECIFICATIONS. Q END OF BRG. WALL/ SPECIFICATIONS. REQ'D PER PLAN) ao U PROVIDE 1-1/2" x 3/16" l ,. ° BLOCK OR 3 1/2„ EMBEDMENT FOR SOLID O w MASONRY WALL f I BLOCK. MAX. 6” FROM TOP AND BOTTOM CIO > THICK WASHER W/ EA. O ANCHOR. 1st BOLT TO OR 1/4 TAPCON W/ MIN. 2 EMBEDMENT 6 NOTE. SEE MD08 ON ( LINTEL PLAN FOR BE 8 MAX: ABV. CURB, BASE PLATE QI FROM TOP AND BOTTOM AND 12" O.C. ,. t ADDIT L REBAR INFO REST. EQ. SPACED CONNECTION PER BRG I BETWEEN X24 O.C.) WALL SCHEDULE W PT BASE PLATE . VERTICAL REINFORCEMENT DETAIL D0 GARAGE BUCK DETAIL DO BEARING/ SHEARWALL CONNECTION TO CMU DO 2x BUCK DETAIL 10, 3 PRECAST LINTEL PER PLAN MASONRY WALL SEE PLAN 2x8 W/ (2) 16d TOE NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCK PER MD04 THIS SHEET ,- 1/2"=V-0.. 3/4"=1'-0" 1/2 =1-0 O ,��®, a e••eer•�®o 4/ ✓'j � a 00I SHEATHING PER PLAN STRUCTURAL u.. Q o TBA K 2x8 SHEATHING PER PLAN 0 e cO Z NOTE. CU C .. LINTEL (SEE PLAN) SHEATHING ®z 8 ,. SEE TYPICAL HEADER TYP. TRUSS TO FRAME � d--''�' � P.T. @ TOP TO ALLOW w U FRAMING DETAILS FOR CONNECTION PER TYP. TRUSS TO FRAME V , ,6 t7 Z ., 0 J CONT. 2x4 BLOCKING TYP. TRUSS TO FRAME ®� p 7/16 O.S.B. EA. SIDE ADDITIONAL STD. CONNECTOR CONNECTION PER q e AROUND CURVE. MIN. CONNECTION PER o d : e Q INFORMATION NOTES STD. CONNECTOR ca ', .• �. Z D 2 TAPCON ANCHORS STD. CONNECTOR ' .1. •,••e e•. HEADER CAN BE NOTES o� b .. 4 PER 2x8 •• ( NOTES FRAME OUT TO BLOCK is O < } p EITHER UPSET OR FRAME OUT TO BLOCK -'i� EDGE AS REQ'D DOWNSET) FRAME OUT TO BLOCK EDGE 1111111 u, EDGE AS REQ'D 2x BLKG. TO O.S.B. W/ 2x W/ (2) 16d TOE NAILS ARCH PER ELEV (2) 8d EACH END EACH END ---`' HEADER PER �"' i2) 2x TOP PLATE 1/2„ x 8" ANCHOR BOLT � � l i! LOCATION (2) 2x #2 SYP SEE PLAN �. �../ O 2 2x PLATE OR TITEN HD @ 32 I FOR BEAM SIZE ONLY o (3) 16d COMMON � O (2) 2x #2 SYP SEE PLAN' ( - - (2) 2x TOP PLATE O.C. & 6 FROM EACH END VIEW W/ CMU NAILS (TYP.) FOR BEAM SIZE END IF OPENING PROVIDED w Mpf� ._ _ 4 PER PLAN) o O b�f MIN. 2x4 SPF #2 KNEEold HEADER SEE PLAN MIN. 2x4 SPF #2 KNEE �, o ( ) � WITH STUDS � MIN. 2x4 SPF #2 KNEE � U � � J N WALL WITH STUDS @ WALL W T S @ WALL w/ STUDS @ 96" 16" O.C. W/ 16" O.C. W/ 2x PT BOTTOM o 2x4 SPF CONT. (2) 2x #2 SYP SEE PLAN PLATE O.C. w/ STRUCTURAL O z BLOCKING ATTACH TO STRUCTURAL FOR BEAM SIZE STRUCTURAL SHEATHING FROM MM U o O SHEATHING ON BOTH SHEATHING ON BOTH TOP OF WALL TO Fr1-i 7/16 O.S.B. EA. SIDE 7/16 OSB W/ (2) 8d SIDES FROM TOP OF I SIDES FROM TOP OF PRECAST LINTEL OR BOTTOM OF WALL. Z NAILS WALL TO BOTTOM OF BUILDER FRAME WALL TO BOTTOM OF KNOCK OUT COURSE ATTACHED PER- M. ATTACHED PER 7/16" OSB EACH SIDE, BEA RADIUS AS REQ'D BEAM. ATTACHED PER � • NAILING SCHEDULE 2x BLK G. TO O.S.B.W/ 9 ARCH PER ELEV W/ 6d NAILS @ 16" O.C. NAILING SCHEDULE NAILING SCHEDULE •° OTHERWISE SP2 CLIPS �G (2) - 8d EACH END TO SIDE & TOP NAILER OTHERWISE SP2 CLIPS I MASONRY WALL AT TOP AND SP1 CLIPS Z 11tS9 AT TOP AND SP1 CLIPS BUILDER FRAME AT BASE ARE REQ'D O� 2x BUCKS, AT BASE ARE RADIUS AS REQ'D �• Q END VIEW w/ WOOD REQUIRED Q m U ARCH WINDOW FRAMING DETAILS FO KNEEWALL AT DOWNSET BEAM FO KNEEWALL AT UPSET BEAM FO KNEEWALL OVER MASONRY WALLCOD PRE-ENGINEERED — TRUSSES PER PLAN @ 24" 0. C. MAX. TYP. TRUSS TO FRAME CONNECTION PER STD CONNECTION NOTES EXT. SHEATHING ATTACHED PER NAILING SCHEDULE FROM TOP OF KNEEWALL TO BOTTOM OR SP2 CLIPS AT TOP AND SP1 CLIPS AT BASE ARE REQ'D. 2x BLOCKING MIN 2x4 STUDS @ 16" - O/C 2x P.T. PLATE 1/2" x 8" A.B. OR TITEN - HD@32"O.C.&6 FROM EA. END, CENTER ON BASE PLATE TOP KNOCKOUT COURSE W/ (1) #5 CONT 3/4"=1'-0" 3/4"=1 -0 3/4 -1 -0 ♦♦^^ „ 12 NAIL SCAB TO TOP IF A/C IS SUSPENDED - ROOFVJSHEATHING � Z CHORD WITH (4) 10d FROM TOP CHORD (2) (TYP) SEE ELEV. ATTACH PER NAILING c NAILS 2x4 #2 SYP BLOCKING p DOUBLE 2x TOP PLATE SCHEDULE � W ADD 2x4 VERTICAL REQ'D @ TOP CHORD. C Q a IF REQ'D, PROVIDE SCAB IN EACH TRUSS ATTACHMENTS' 12 � n pp PRESENT SUPPLIED BY A/C SEE oi'S Z CLOSURE WALL w/ IF NO WEB IS „ � o COMPANY PLAN STANDARD TRUSS p+ W SINGLE TOP AND BASE 0 (3) 10d NAILS TYPICAL TOP CHORD VARIES PLATE w/ (2 16d NAILS a � Z S � AT EACH TRUSS n ` TO TRUSS. STUDS ,@ A P '-------_-� TRUSS WEBS NOT -..L 24 O.C. & EXT � SHOWN FOR CLARITY � U) SHEATHING INSTALLED 2x4 X BRACE ACROSS PRE PER PER NAILING PATTERN Z E LENGTH OF �� �I SHEARWALL PLAN, 24 O.C. MAX O 1----------� 2x4 #2 SYP CROSS U o ROOFING MATERIAL BRACING (AT 45) W/ W NAIL SCAB TO TOP 2x4 #2 SYP RAT RUN I � PER ARCHS Q (3) 12d NAILS TO RAT CHORD WITH 3 10d TOP AND BOTTOM MIN � � o W ~ C O RUNS. TYP EACH SIDE Z '-- (2) BAYS PAST A/C A/C UNIT AND PAN -SEE FRAMING PLAN � J 0 CRICKET AS REQUIREDNAILS „ „ LOCATION. MIN (3) BAY MIN. 24 BY SUPPLIER MIN. 24 FOR CONNECTION o W 2x4 BLOCKING AIL MAX 48" CONDENSATE INFO . MAX 48 v BETWEEN TRUSSES LAP W/ (2) 16d NAILS I I DISPOSAL BY A/C MAIN SPAN ROOF TO EACH TRUSS. TYP SEE ELEVATION S H TOENAILED TO SUPPLIER W • TRUSS EACH SIDE • �, TOP OF MASONRY DOUBLE TOP PLATE w/ �.----- CONNECTION TORE LU 10d NAILS @ 4„ O.C. �- - - - - - - - - - - SUPPLIED BY A/C -. SEE ARCH PLANS FOR ... ---------- COMPANY � (A STANDARD TRUSS OVERHANG INFO TRUSS PER PLAN BOTTOM CHORD UPLIFT CONNECTOR IJ E DOUBLE TOP PLATE 2 O 2x4 #2 SYP (SEE SCHEDULE) BLOCKING UNDER A/C SUPPORTS RE. ELEV. ON FRAMED WALL PER BLOCKING W/ SIMPS A34 OR LUS24-2 EACH FOR O.H. MASONRY WALL PER PLAN END TYP. SINGLE TIE -BEAM •4 PLAN W/ (1) #5 CONT: 0, KNEEWALL ABOVE MASONRYWALL W0 PERP. SHEARWALL CONNECTION TO TRUSS 1301 A/C IN TRUSSES GROUT SOLID C . 3/4"=1'-0” 3/4"=1'-0" 'Q 11 W PRE -MANUFACTURED FLUE PER MA.NUF. � � Z 2x STUDS @ 16 O.C. FOR KNEE WALL A "WINDOW PER > 0 47 CHIMNEY CAP SPECS W/ 2" MIN. Q O CLEAR BETWEEN FLUE FLOOR PLAN LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLITTOP OF CHIMNEY MIN. B F & FRAME z H ROOF SHEATHING FOR STRAP Z-0" ABOVE A POINT _ WITHIN 10'-0" OF THE GALVANIZED FLASHING -i J C CONT. ROOF SHEATHING NAIL PER PLAN NEAREST ROOF - � NEARESTEXT. SHEATHING PRECAST CONC. OR � O POWERS STEEL SILL Q 1 PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END D 1 SPH4 EVERY ATTACHED PER (� ,, , ,. O TYP. @ALL WINDOWS � TO TOP CHORDS OF TRUSSES BELOW WHEN , �'', ,, OTHER STUD TO NAILING SCHED. (�/ D ,, to - 0BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS ✓ DOUBLE TOP PLATE 0 00 w/ HTS20 32 O.C. — 2x4 FRAMED CRICKET I XT FINISH PER PLANLo BELOW AND CONNECT@ I. 4 E CV 2x4 VERTICAL @ 24 W/ GALVANIZED ' h ..� �,, LU M F TRUSS PER PLAN BELOW O.C. MAX. w/ 4 10d FLASHING U E PRE ENGINEERED ROOF � ( ) NAILS TO BOTTOM- __W O W W CHORD & 3 10d NAILS i� 0 .J O2x PLATES OVER ROOF DECK PER VALLEY, K TO TOP CHORD, NOTE M MAIN FLOOR O FRAMING DETAIL IF WALL HEIGHT IS 4 16d COMMONS ELEV 0-0 BETWEEN 4FT & 8FT, NAILED @ EACH END �: B + CONC. SLAB - G DOUBLE TOP PLATE USE 2x6 SYP #2 STUDS VERT REINF. BEYOND O SEE FOUNDATION _ �_� STRUCTURAL ENG: CFG / BAD__ ._ `. 2x4 BLOCKING W/ (2) PLAN FOR MORE INF _ I I_ SIMPSON H3, H4, OR H5 EA. END OF TRUSS OR C GALVANIZED FLASHIING DRAFTING: H +, ( 16d COMMONS END RAFTER @ NAILED T VERTICAL - ✓`; ✓ I LE O-STRUCT AML �., � •.. � 2x4 BLOCKING W/ (2) � � � � � MASONRY WALL PER COMMON TRUSS PER PLAN OR CONV. FRAMING w/ ,, 16d COMMONS END 2x4 s �. PLAN Y, QC CHECK: CC J STRUCTURAL SHEATHING PER PLAN AND ROOF NAILED TO VERTICAL / �, SEE FOUNDATION JOB No. TM - 2170329 OI ( 2x4 s FINISH PER. ARCHSFIN � ,., DETAILS FOR FTG INFO_-- ,, �• C, SCALE: ', AS INDICATED. CURVED ROOF TRUSSES PER PLAN OR CURVED MIN. H2X6TRUSS PER PLAN K RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING HEADER DATE: 02/19/2017 NAILED @ 6" O.C. STAGGERED V i"1 11­\/AT1. kl 1-111 11110111111.11 11111 111M.1111111111111 III .C(l l"1 /T 1Allyl\ 1 f%"1RAAICV Cr3ARA1AIn ME=A11 AlZn� TVPI ..AI r)NF E gTr)RY C:MI1 WA1 l SCTION riii"1► i1 n 1/4"=1'-0' NV I k: KVVI-'jNt/i 1 1`1114t , Mum 1 6r /irrLlCv rvvv rr» 1 �I�w 1 v DMOr- TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. I _ - . prohibited. ASSOCIATES, LLC Is strictl ASSOCIATES, LLC An use duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING. &DESIGN, OF WMR & ASSOC y p COPYRIGHT MCD 2014. The Information contained in this document is copyrighted and Is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR & ASSOC y p p � I SIMPSON H10A SIMPSON 0 H1 A ATTACH PERPLAN MAX 2 -0 O.H. DIAGONAL TO BEAM DIAGONAL TO TOP x PROVIDE 2 4 BRACE X W PLATE H WASHERS (MIN. 7" x TO EA. ADJ. DIAG. NO BRACE REQUIRED CLG. NAILING SURFACE (1) 2x4 BRACE EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H:E14'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H:618'-8" WHERE O.H. IS > 1'-0",DROP PLAN LINTEL PER PLAN OVER THE TOP OF THE SEE GABLE W W MAX. ATTACHMENT w/ (3) 10d W DETAIL CONNECTIONo � c5 A Z TOENAILS EA. END _j 2x8 RIDGE BOARD 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ 5 10d COMMON NAILS @ EACH END (TYP.) T 2x8 .2x6 RAFTER O RIDGE BOARD W/ A35 ON (1) SIDE OF RAFTER & A35 ON ADJ RAFTER TO OPP SIDE (AS SHOWN) 2x6's @ 24" O.C. MAX. FASTEN SYP OR SPF 2x6 MIN.) PLATE THRU ( PROVIDE 16d NAILS I FASTEN TO DIAG. w/ 2 O ie� •oo .• . �, ,, O Q �i/' '71 SIMPSON HGA10 48" @ SIMPSON HGA10 @ 48" STRONGBACK IF REQ'D M 2x TOP PLATE TO II GABLES w/ OUTLOOKERS 24" O.C. @ 1'-0" MAX PLYOOD CANT. O.H. PLT.@12" O.C. MAX. 2x4 BLOCKS, (2) 16d = v GABLE END W/ 16d II �- LSTA18 HEADER TO a o m NAILS @ 6" O.C. 2x4 ATTACHED TO EA. , BEAM CONNECTION FRAME WALL CONNECTION O.C. O.C. 16d NAILS. 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. TO RUN BACK TO 1ST COMMON SEE ELEV. FOR PER CHART NAILS @ EA. END. TRUSSES PROVIDE BLOCKING Q W BETWEEN TRUSS BAYS O I „ I NOTE: ALL GABLE BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF TRUSS WITH 3 12d TOENAILS. O.H. SIZE BLOCK ADJ. BAYS @ CONNECTION 2x8 #2 SPF STUDS AT 2x4'S @ 24" O.C. SHEATHING NOT REQ'D SHEATHING NOT REQ'D BRACING IS TO BE SHEATHING TO BLOCKS W/ 8d NAILS 6" O.C.O @ CONNECT TO DROP GABLE WITH EA.DIAG. AS SHOWN. SHEATHING PER PLAN SHEATHING PER PLAN II „ 16 O.C. (5)16d NAILS BRACE I SIMPSON META16 @ TO BE CONT. THE @ TO BE CONT. THE @ SYP#2 OR BETTER (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) H2.5 CLIP. MAX 2'-0" O.H. DTC CLIP, (2) 8d NAILS FASTEN ROOF 1'-0" MAX PLYWOOD CANT. O.H. I GABLE BRACING 48 „ @ MAIN SPAN ROOF W N � _ TO BLOCKING _w .__-- ----- -- -- --- TRANSITION FROM TRANSITION FROM SHEATHING TO BLOCKS w/8d NAILS SEE ELEV: FOR O.C. NOT REG'D 6 AF BEAM TO GABLE WALL TO GABLE IN FASTEN SHEATHING S @ 6" O.C. O.H. SIZE FROM EAVES GABLE END. A TO EA. ADJ. DIAG. PER PLAN TRUSS TRUSS \ CONT. 2x4 SHEATHING FASTEN FASTEN TO D1AG:w/(2) SPLICE AS REQ'D � � WHERE O.H. IS > V-0", 45 o PER PLAN. 16d NAILS. 1 DOUBLE 2x TOP PLATE \ 2x4 DIAGONAL BRACE DROP END GABLE w/ —�� _ SIMPSON H10A DIAG. `ne Irrr ®®�� � CONTRACTOR TO FIELD VERIFY WHICH EOR TO BLOCKING �``® �.y >>�� * ®®�' @ 48" O.C. TO 3RD OUTLOOKERS @ 24" Z o �� •��os000••`��el. �®,per W � ��� Q•e• oo,`b�i'ty` co FASTEN SIDE WALL \ BAY REQ'D w/ O.C. TO RUN BACK TO O BEAM PER PLAN SHEATHING PER PLAN. \ STRONGBACK SEE 1ST COMMON TRUSS WITH TOENAILS. I— 5 16d NAILS O BRACE \ CHART (3) 12d a TO BLOCKING \ GABLE BRACING (+) CONNECT TO DROP w EXT. SHEATHING; \ SEE CHART GABLE WITH H2.5 CLIP. „ U SIMPSON H10A SIMPSON 0 H1 A ATTACH PERPLAN MAX 2 -0 O.H. DIAGONAL TO BEAM DIAGONAL TO TOP x PROVIDE 2 4 BRACE X W PLATE H WASHERS (MIN. 7" x TO EA. ADJ. DIAG. NO BRACE REQUIRED CLG. NAILING SURFACE (1) 2x4 BRACE EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H:E14'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H:618'-8" Q PLAN LINTEL PER PLAN OVER THE TOP OF THE SEE GABLE W W MAX. ATTACHMENT w/ (3) 10d - DETAIL CONNECTIONo � c5 A Z TOENAILS EA. END _j 2x8 RIDGE BOARD 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ 5 10d COMMON NAILS @ EACH END (TYP.) T 2x8 .2x6 RAFTER O RIDGE BOARD W/ A35 ON (1) SIDE OF RAFTER & A35 ON ADJ RAFTER TO OPP SIDE (AS SHOWN) 2x6's @ 24" O.C. MAX. FASTEN SYP OR SPF 2x6 MIN.) PLATE THRU ( PROVIDE 16d NAILS I FASTEN TO DIAG. w/ 2 O ie� •oo .• . �, ,, O Q �i/' '71 p I GABLE END TRUSS TO STRONGBACK IF REQ'D M 2x TOP PLATE TO II U_ PLT.@12" O.C. MAX. CONT. 2x4 = v GABLE END W/ 16d II LL LSTA18 HEADER TO a o m NAILS @ 6" O.C. 2x4 ATTACHED TO EA. , BEAM CONNECTION FRAME WALL CONNECTION GABLE 2x4 BRACE WITH 16d NAILS. DOWN OF JACK c PER CHART TRUSSES PROVIDE BLOCKING U W BETWEEN TRUSS BAYS O I „ I P._ , RAKED DOUBLE TOP CONNECTION 2x8 #2 SPF STUDS AT 2x4'S @ 24" O.C. PLATE SHEATHING PER PLAN II „ 16 O.C. (5)16d NAILS BRACE I SIMPSON META16 @ W CEILING NAL ER AS „ ' �— 1/2 x $ J -BOLT 32 @ DTC CLIP, (2) 8d NAILS I I GABLE BRACING 48 „ @ MAIN SPAN ROOF W N � _ TO BLOCKING . � . L O ````�— GABLE END 2x8 #2 SYP PT BASE r. 1/2 THREADED ROD O.C. NOT REG'D 6 AF A PROVIDE 2x4 BRACE IN FASTEN SHEATHING S FROM EAVES GABLE END. A TO EA. ADJ. DIAG. PER PLAN W SHEATHING FASTEN FASTEN TO D1AG:w/(2) SPLICE AS REQ'D � � 45 o PER PLAN. 16d NAILS. 1 —�� _ SIMPSON H10A DIAG. `ne Irrr ®®�� � CONTRACTOR TO FIELD VERIFY WHICH EOR TO BLOCKING �``® �.y >>�� * ®®�' CONDITION IS REQUIRED, CONTACT. FOR ADDITIONAL INFO AS REQ'D o �� •��os000••`��el. �®,per W � ��� Q•e• oo,`b�i'ty` co — SIMPSON A23 @ EACH A35 DIAGONAL TO BRACE TO PLATE TRUSS BOT. CHORD 3 1/4" HOLD 1/2" J -BOLTS w/ PT 2x8 PLT., CANT. FOR H WASHERS (MIN. 7" UP TO 4'-8" NO BRACE REQUIRED CLG. NAILING SURFACE (1) 2x4 BRACE EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H:E14'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H:618'-8" EACH END AND 32" O.C. 24" O.C. FOR FALSE BM w PLAN LINTEL PER PLAN OVER THE TOP OF THE SEE GABLE W W MAX. ATTACHMENT w/ (3) 10d W DETAIL CONNECTIONo � c5 A Z TOENAILS EA. END _j 2x8 RIDGE BOARD 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ 5 10d COMMON NAILS @ EACH END (TYP.) T 2x8 .2x6 RAFTER O RIDGE BOARD W/ A35 ON (1) SIDE OF RAFTER & A35 ON ADJ RAFTER TO OPP SIDE (AS SHOWN) 2x6's @ 24" O.C. MAX. FASTEN SYP OR SPF 2x6 MIN.) PLATE THRU ( PROVIDE 16d NAILS I BRACE NOT REQUIRED o ie� •oo .• . �, ,, O Q �i/' '71 p I GABLE END TRUSS TO DOOR AS REQ'D M 2x TOP PLATE TO II U_ PLT.@12" O.C. MAX. e = v GABLE END W/ 16d II LL LSTA18 HEADER TO a o m NAILS @ 6" O.C. 2x4 ATTACHED TO EA. O FRAMING FOR FALSE '_L._ _ LI_ GABLE 2x4 BRACE WITH GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H& 7'-0" (1) 2x4 BRACE 7'-0" < H:6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H:E14'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H:618'-8" STRONGBACK W/ (2) 2x4 BRACE CMU WALL OR LINTEL ". „ BEAM, IF REQ'D w/ (3) @ 48 O.C. FOR FIRST 3 y HGA10KT @ 32 O.C. BELOW 10d NAILS @ EA. TRUSS 2x4 BRACE IF REQ'D BAYS SEE GABLE WALL PER PLAN z w QCT CONNECTION DETAIL o M BRACE SEE CHART. (FRAME WALL SHOWN;yf TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ FOR REQ D MAY ALSO BE U Idr3a C) #5 CONT. SINGLE BASE & TOP 1 A23 FROM MASONRY) FALSE BM PER PLAN 10d COMMON NAILS O \ CONNECTIONS PLATE w/ PLYWOOD • SHEATHING COVERING IFREQD @6"o.C: sTRoNGBACKTO 'N TE ` GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** MM O Z DIAGONAL O G h� U 2 O 0 CMU WALL CONNECTION CLEAR SPAN CONNECTION ` GABLE VERTICAL z, D 2 4 BRACE IF • • O 0 �4 � 2N x x REQ'D, SEE CHART U NOTE. REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING A -A GABLE VERTICAL BRACING 2x6 _p 10d COMMON NAILS @ z MM 81, O.C. Q (61E03 GABLE END FLAT CEILING w/ BOSTON HIP GEO GABLE END @ FLAT CEILING CONNECTIONS GEO GABLE END BRACING@; 2 2x TOP PLATE 2x4 BLOCKING @ EA. PROVIDE 2x BLOCKING O AX. FOR NAILING 2x4 BLOCKING (2) 92d Z OUTLOOKER (M o .J C7 ROOF SHEATHING PER ROOF SHEATHING (2)16d NAILS PLT. TO NAILS, TOENAILED @ SEE GE01/SD3 FOR 8d NAILS :@ 4 O.C. 21-0" MAX. EACH END.AT 24 O.C. ROOF SHEATHING PLAN SPAN 2'-0") w/ (2) 16d STUD TOP & BOTTOM OUTLOOKER OR CONV. FRAME OR LU Q TYP: END NAILPLTS. PER PLAN HEADER PER PLAN; SHEATHING o 2 o� END NAILS EA. END (TYP.) ( EA R P VALLEY TRUSSES PER TO STUD) TRUSS PER PLAN SEE HEADER CANTILEVER PLAN DTC CLIP, (2) 8d NAILS ' 2x FASCIA w (2) 16d INTO BLOCKING 4 8d SCHEDULE & NOTES W 17, - END NAILS @ EA. 2x4 #2 SYP P.T. NAILS INTO TOP PLATE FOR ADDT L INFO. 2x4 OUTLOOKER 24" OUTLOOKER BLOCKING @ 24 O.C. (2) 16d TOE NAILS SIMPSON LSTA12 OR F @ SIMPSON H2.5 TYP. W/ 2 12d END NAILS BRACE TO LEDGER I SP4 CONNECTORS J O.C. MAX. w/ (2) 16d H2.5(TYP.) O I @' GABLE TRUSS ••�•� END NAILS TO TRUSS.. HOLD WALL 3-1/2" @EACH END 24"o.c: IF HEADER WITH � W F DOUBLE TOP PLATE I UPLIFT SPAN 4'-6" OR Z DOWN OR lo,1 9 MAX. 2x4 LEDGER W/ (2) 10d • MORE. EXT. SHEATHING; O OUTLOOKER TRUSS PER PLAN NAILS @ EACH WEB ATTACH PER NAILING C� vi TRUSS PER PLAN HEADER PER PLAN IF I F EXTERIOR SHEATHING � � • -----�` REQ'D. MIN (1) JACK & KING STUD w/ SIMPS. TRUSS PER PLAN ♦ • ,,.w.. Ly o J 6 z Q W/ 1/4"x4-1/2" SIMPSON ATTACH PER PLAN I I SDS SCREWS TO TOP (GE�OGABLE END AT VALLEY FRAMING Q N 4 PROVIDE 2x BLOCKING ,c', GABLE BRACT G @ 8" V ci ¢ O -- U ° O PLAN LINTEL PER PLAN OVER THE TOP OF THE SEE GABLE W W o - FOR NAILING va O.C. MAX. 45 FROM A o Q Z . .,, Q- e• `coo ` Q DETAIL CONNECTIONo � c5 A HORIZONTAL (+/- 10) S ✓s •oor ®e Gy o® z , C] � 2x8 RIDGE BOARD 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ 5 10d COMMON NAILS @ EACH END (TYP.) T 2x8 .2x6 RAFTER O RIDGE BOARD W/ A35 ON (1) SIDE OF RAFTER & A35 ON ADJ RAFTER TO OPP SIDE (AS SHOWN) 2x6's @ 24" O.C. MAX. FASTEN SYP OR SPF 2x6 MIN.) PLATE THRU ( FOR REQ'D CONNECTIONS I BRACE NOT REQUIRED o ie� •oo .• . �, ,, O Q �i/' '71 p I I DOOR AS REQ'D 6' FROM EAVES. TRUSS PER PLAN +'®e� >- O 01111llte40 0 W J Z Z LL LSTA18 HEADER TO SEE PLAN FOR � 2x4 ATTACHED TO EA. SUPPORT AND TIE GABLE 2x4 BRACE WITH COMMON TRUSS DOWN OF JACK c (2) 10d NAILS TRUSSES PROVIDE BLOCKING U W BETWEEN TRUSS BAYS O I „ I CMU WALL OR LINTEL ". „ BEAM, IF REQ'D w/ (3) @ 48 O.C. FOR FIRST 3 y HGA10KT @ 32 O.C. BELOW 10d NAILS @ EA. TRUSS 2x4 BRACE IF REQ'D BAYS SEE GABLE WALL PER PLAN z w QCT CONNECTION DETAIL o M BRACE SEE CHART. (FRAME WALL SHOWN;yf TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ FOR REQ D MAY ALSO BE U Idr3a C) #5 CONT. SINGLE BASE & TOP 1 A23 FROM MASONRY) FALSE BM PER PLAN 10d COMMON NAILS O \ CONNECTIONS PLATE w/ PLYWOOD • SHEATHING COVERING IFREQD @6"o.C: sTRoNGBACKTO 'N TE ` GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** MM O Z DIAGONAL O G h� U 2 O 0 CMU WALL CONNECTION CLEAR SPAN CONNECTION ` GABLE VERTICAL z, D 2 4 BRACE IF • • O 0 �4 � 2N x x REQ'D, SEE CHART U NOTE. REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING A -A GABLE VERTICAL BRACING 2x6 _p 10d COMMON NAILS @ z MM 81, O.C. Q (61E03 GABLE END FLAT CEILING w/ BOSTON HIP GEO GABLE END @ FLAT CEILING CONNECTIONS GEO GABLE END BRACING@; 2 2x TOP PLATE 2x4 BLOCKING @ EA. PROVIDE 2x BLOCKING O AX. FOR NAILING 2x4 BLOCKING (2) 92d Z OUTLOOKER (M o .J C7 ROOF SHEATHING PER ROOF SHEATHING (2)16d NAILS PLT. TO NAILS, TOENAILED @ SEE GE01/SD3 FOR 8d NAILS :@ 4 O.C. 21-0" MAX. EACH END.AT 24 O.C. ROOF SHEATHING PLAN SPAN 2'-0") w/ (2) 16d STUD TOP & BOTTOM OUTLOOKER OR CONV. FRAME OR LU Q TYP: END NAILPLTS. PER PLAN HEADER PER PLAN; SHEATHING o 2 o� END NAILS EA. END (TYP.) ( EA R P VALLEY TRUSSES PER TO STUD) TRUSS PER PLAN SEE HEADER CANTILEVER PLAN DTC CLIP, (2) 8d NAILS ' 2x FASCIA w (2) 16d INTO BLOCKING 4 8d SCHEDULE & NOTES W 17, - END NAILS @ EA. 2x4 #2 SYP P.T. NAILS INTO TOP PLATE FOR ADDT L INFO. 2x4 OUTLOOKER 24" OUTLOOKER BLOCKING @ 24 O.C. (2) 16d TOE NAILS SIMPSON LSTA12 OR F @ SIMPSON H2.5 TYP. W/ 2 12d END NAILS BRACE TO LEDGER I SP4 CONNECTORS J O.C. MAX. w/ (2) 16d H2.5(TYP.) O I @' GABLE TRUSS ••�•� END NAILS TO TRUSS.. HOLD WALL 3-1/2" @EACH END 24"o.c: IF HEADER WITH � W F DOUBLE TOP PLATE I UPLIFT SPAN 4'-6" OR Z DOWN OR lo,1 9 MAX. 2x4 LEDGER W/ (2) 10d • MORE. EXT. SHEATHING; O OUTLOOKER TRUSS PER PLAN NAILS @ EACH WEB ATTACH PER NAILING C� vi TRUSS PER PLAN HEADER PER PLAN IF I F EXTERIOR SHEATHING � � • -----�` REQ'D. MIN (1) JACK & KING STUD w/ SIMPS. TRUSS PER PLAN MASONRY -•d z Q W/ 1/4"x4-1/2" SIMPSON ATTACH PER PLAN I I SDS SCREWS TO TOP (GE�OGABLE END AT VALLEY FRAMING Q 2x DOWNFRAME TO I SCHED. 2 16d NAILS TO EA. O PLAN LINTEL PER PLAN OVER THE TOP OF THE o W W Q F- Z 0 1- Q) 0 1... Z J J 0 FE - Q W o i Oo Lo 0 00 0 I— '� N W 0 W � —j 0 0 >- 0 0 LL Q _ CL H (1) � c5 A 2x WALL, SEE PLAN ATTACH W/ (2) 10d a 2x8 RIDGE BOARD 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ 5 10d COMMON NAILS @ EACH END (TYP.) T 2x8 .2x6 RAFTER O RIDGE BOARD W/ A35 ON (1) SIDE OF RAFTER & A35 ON ADJ RAFTER TO OPP SIDE (AS SHOWN) 2x6's @ 24" O.C. MAX. FASTEN SYP OR SPF 2x6 MIN.) PLATE THRU ( FROM TOP OF WALL I W O p I I DOOR AS REQ'D J Z Z LSTA18 HEADER TO W I COMMON TRUSS c Q VARIES STUDS TYP. BASE W TO BOTTOM I I P._ , RAKED DOUBLE TOP CONNECTION 2x8 #2 SPF STUDS AT PLATE SHEATHING PER PLAN .. „ 16 O.C. I SIMPSON META16 @ W CEILING NAL ER AS „ ' �— 1/2 x $ J -BOLT 32 @ DTC CLIP, (2) 8d NAILS I I 32" O.C. GABLE TRUSS MAIN SPAN ROOF W . � . L O 2x8 #2 SYP PT BASE r. 1/2 THREADED ROD NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOTA DIAPHRAGM REQ D O.C. AND 6" FROM EA. INTO BLOCKING, (2) MASONRY WAL R I TO MASONRY. AT TRUSS „ „ PLATE W/ 1/2 x 8 I EA. SIDE OF HEADER RU S MASONRY WALL OR .. 4 TAPCONS LINTEL SEE PLAN WOOD WALL fn PF STUDS END W/ NUT &WASHER 3/16 x 2 3/ I 2x8 #2 S ANCHOR BOLT OR @ , P •. CENTERED w/m TOP UPLIFT CONNECTOR „ _ LINTEL SEE PLAN IN CMU. OR SIMPSON ( LOCATIONS USE ' 16 O.C. TYP. MSTAM 24 TYP. EA. TITEN HD 32" O.C. & I " META16 @ I PLATE & 6 FROM JAMB LSTA18 OR MTS @ (SEE SCHEDULE) U SIDE OF EA. STUD: ME 6 6" FROM EACH END I STUDS w/ MIN 7" " MASONRY ALL 2x8 #2 SYP PT BASE I ) 32 O.C. W . � . CENTERED BETWEEN EMBED. INTO SLAB SHOWN, SEE PLAN PLATE FRAME AND CMU SEE I o ONLY REQ'D @ BRG FOR WOOD OR v WALL$PLICEDETAIL STD CONDITION CMU VAULTED CONDITION CMU � @ I CMU WALL PER PLAN a.. . FOR REQ'D FLASHING SHEATHING PER PLAN I WALL W/ UPLIFT I MASONRY -•d W/ 1/4"x4-1/2" SIMPSON GABLE END VAULTED CEILING @ 3/4"=11-0" I SDS SCREWS TO TOP (GE�OGABLE END AT VALLEY FRAMING Q .o _ — — — — _ PLAN LINTEL PER PLAN OVER THE TOP OF THE SIMPSON DTC, (2) 8d NAILS INTO BLOCKING, (4) 8d NAILS TO TOP PLATE TRUSS PER PLAN TRUSS PER PLAN TRUSS PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (2) 0 3/16" x 2 3/4" TAPCONS IN CMU. OR SIMPSON 2x4 SYP #2 BLOCKING META16 AT 24" O.C. 24" O.C. W/ 2 12d @ O END NAILS @ EACH HEADER STUDS PER I HEADER SCHEDULE U.N.O. ON PLANS I - I �p ATTACH JAMB STUDS pp0 OR I PER WF08/SD4 NTNG+ I I P.T BASE PLATE Z 0 1- Q) 0 1... Z J J 0 FE - Q W o i Oo Lo 0 00 0 I— '� N W 0 W � —j 0 0 >- 0 0 LL Q _ CL H � c5 A 2x WALL, SEE PLAN ATTACH W/ (2) 10d 2x8 RIDGE BOARD 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ 5 10d COMMON NAILS @ EACH END (TYP.) T 2x8 .2x6 RAFTER O RIDGE BOARD W/ A35 ON (1) SIDE OF RAFTER & A35 ON ADJ RAFTER TO OPP SIDE (AS SHOWN) 2x6's @ 24" O.C. MAX. FASTEN SYP OR SPF 2x6 MIN.) PLATE THRU ( 1 VALLEY RAFTER NAILS @ EACH TRUSS W O p I I � JOB No. SHEATHING PER PLAN END. W/ 1/4"x4-1/2" SIMPSON I SDS SCREWS TO TOP WALL SHEATHING PER ;+a: LAY 2x4 BLOCKING _ — — — — _ PLAN LINTEL PER PLAN OVER THE TOP OF THE TRUSS BELOW BOTTOM CHORD. FASTEN CONV. 2x 2x WALL, SEE PLAN ATTACH W/ (2) 10d 1 VALLEY RAFTER NAILS @ EACH TRUSS FRAMING (OR PRE -ENG AT 24 O.C. VALLEY TRUSSES) TO NDITION FRAME WALL BEARING CONDITION CMU WALL TM 2170329 STD CO @ � 2x PLATE WITH A SCALE: AS INDICATED SIMPSON MTS12 OR LSTA12 & 5 8d NAILS DATE: 02/19/2017 EA. RAFTER TO PLT. _fiRkTYPICAL HEADER DETAIL FIELD FRAMED VALLEY DETAIL fiRkNON-BEARING WALL CLIP DETAIL 1/2"=V-011 3/4 1 0 1/2"=1'_0" . prohibited. strictly o b d _LL is st r ct DESIGN, WMR & ASSOCIATES, C CONSULTING & G documents without the expressed, written consent of MONTH CO SU , • n is he exclusive property of MONTH CONSULTING &DESIGN OF WMR &ASSOCIATES, LLC An use, duplication, or transfer of these doc p Y p COPYRIGHT MCD 2014. The information contained in this document is copyrighted and t p p y Y p ' NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYP. TOP SPLICE @ DOUBLE 2X4 TOP PLATE ATTACH 2x4 STUDS TO TOP PLATE W/ (3) 12d TOE -NAILS TYPICAL AT ALL LOCATION BOTTOM SPLICE OVER STUD i I j � L[Ll. 11 -J<. �l VI I1 .. ALV ....III �... - -- -_ (2) 2x COLUMN STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2X'S .-., TOP PLATE TRANSITION 2X4 TO 2X8 WALLS u•,. LL ( ) fiFO TYPICAL BUILT-UP STUD COLUMN DETAIL 3+ 2x COLUMNFO TYPICAL TOP. PLATE SPLLCE @ BRG. WA( ) C L 2x DBL TOP PLATE BEYOND 3/4"=11-0"1 1/2 1 0 � cp �111111IU1//� a o0 MIN. 15/32 EXP 1 BREATHINGSHEATHING PER PLAN i, G*i! �. °. .° r� F1 INSTALLED VERTICALLY. (DNAIL SHEATHING AT FRAME WALL BOTTOM PLATE 3/8 U) zP ° O AND AT FLOOR TRUSS TOP & BOTTOM PLATES USING U- z ROOF SHEATHING ° r -------- w m O �. — _ 1 ROW OF 8d COMMON NAILS 3 O.C. w �n f.� ° ;: (D J — — — U O O G@ ,A, = NAIL SPACING FASTEN PER PLAN — :z oo • Q wgZ of 01/' S O S °w r �"., IT �il TI- �I— _ ¢ C V C ROOF SHEATHING ° _ 2 NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON 2 q F q Q- w k R BT ROOF SHEATHING, 2� �Q B F -• .v v, ,, Z � _ NAILS 3" O.C. <<c L9A O < <q T ASTEN PER PLAN Q � @ N T FASTEN PER PLAN Fid A O •° e� - } p 0-' w 0 1 /2 A 1 /2" G'T /�' CT TR tr %a- = Z = O NAIL OPENING PERIMETER w/ (2) ROWS OF 8d h'O �/S y (�s -� •LL a „ F S' O,� S CSS °°•.°.. — o: �,,-, 0 COMMON NAILS @ 3 O.C. — - 0 0,5, 01- 0 WALL SHEATHING O w „ pis * P qq III III I I I I I = 4 NAIL INT. W/ 8d COMMON NAILS @ 12 O.C. & NAIL 2x4 FRAMING @ 24 SPLICE, SEE SPLICE O III II II IEDGES 6" O.C. U.N.O.,ON PLANS A „ „ O.C. MAX. of laaaiill III 1/2 2x4 FRAMING @ 24 DETAIL. MAX 1/8"� g 2x4 #2 SYP CONT. w/ (2) ilI III II II Ii w STAGGER ALL VERT. PANEL JOINTS& NAIL W/ 8d O.C. MAX. " OPENING SPACE BETWEEN w F O x SCAB w/ 10d NAIL PROVIDE (4) 10d x 3 16d COMMON NAILS 4 w cn COMMON NAILS 3 O.C. DOUBLE NAIL EDGE SPACING 2 C s U III III I I PANELS _ @ NAILS AT JOINT 4" O C PROVIDE (4)10d x3 EA STUD OR TRUSS ww O ua � @ rA I 6PLYWOOD SPLICES@ HEADER -NAIL SHEATHING TO EXTERIOR SHEATHING NAILS AT JOINT MEMBER, TYP. (MAX:0O HEADER W/ 8d COMMON NAILS 3" O.C. 2 ROWS PER ENG TRUSSES P. III LI I I i l O @ O @STUD PER PLAN2x SCAB w/ 10d NAILS 24 O.C.). IF MASONRY,r,Ow O TOP & BOTTOM \@4' O.C. \ USE (2) 1/4 TAPCONS,UND IIIIIII II 2x STUDS BEYOND, SHEATHING SPLICE, f NNING R MORE LL 2 8d NAILS 3" O.C. TO EACH TRUSS END OR w/ MIN. 2" EMBED. '" ��3 ' III I I I I I I SEE PLAN FOR ¢ w O O @ @ BETWEEN EXTERIOR TRUSS CONNECTION PER -ENG TRUSSES „ @ a U o INFO F- z I- O VERTICAL MEMBER IF GABLE END SHEATHING & PER PLAN 2x FASCIA 24 O.C. 2 FASCIA PER PLAN rTl--moi— III II II I TRUSS CONNECTION W= CONNECTION CONNECTION III II II 11 O U _ } O „ JOINT, MAX. 1/8 GAP II I II II II PER PLAN o= 0 PIPE OR DUCT W/ 2 10d NAILS @ 3„ O.C. DOUBLE 2x4 TOP NAIL FIELD INSTALLED D o NOTES. 2x4 PT LEDGER W/ �. MAX., U) 0 U) � m — — — — — — — — — — — — — Z O 0 N W FLOOR SYSTEM O7 2x FRAME WALL PER NAILS 16 O.C. @ JSEE U CUT TO FIT 2x BOTTOM PLATE O d ti TOP &BOT, 2x8 TO 2x12 10d X 3„ NAILS OPENING SIZE 1 BEYOND SEE PLAN PENETRATION OF „ WITHIN 48” OF SPLICE PLATE TOP PLATE TO FRAME NAILS PER PLYO AI OPPOSITE SIDES OF THE COLUMN 1) ADJACENT NAILS ARE DRIVEN FROM O 0 E „ EXTERIOR SHEATHING SCHEDULE U G 2x4 BLOCKING PLACED 3/4"=1'-0" LSTA30 WOOD/MASONRY w/ Q ti O.C. O.C. FLATWISE (2) 16d NAILS EACH END O.H. SIZE D.H. SIZE WALL OR TRUSS, SEE PLAN (TRUSS SHOWN) � SEE PLAN o MORE THAN. 50 /o OF THEN 2 ROWS 10d NAILS O PROVIDE 2x4 ON TOP. WALL PRE- CONDITION 2 ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS OF THE LAST LAMINATION ) „ PER SHEATHING ER „ BLOCKING 24 O.C. @ J Z W POST TO BEAM J . ATHI R PLAN SHEATHING PER am Q WALL TO PRECAST fiF1 TYPICAL SCAB OVERHANG NAILING SCHEDULE & + w/ (2) 16d END NAILS TOP PLATE WIDTH „ @ 8 O.C. OTHERWISE OF 2x8 TO PAD OUT ASSEMBLED WALL „ 3 FOR 5 PLY, PROVIDE 1/4 DIA. x 51/2" LAG SCREWS OR EQUAL SPACE AS SHOWN FOR 3 -PLY) ) U) 2 1/2" EDGE 2 1/4" X 4,/ 2„ SIMPS.. 7 ..EXTERIOR SHEATHING OUTSIDE (2) 2x4 s 2 H EDGE DISTANCE + + + 4 12d NAILS EACH , . O EACH END SDS SCREWS 16” SEE TRUSS PLAN FOR 2x8 T(7 UNDER SIDE OF z' 4 RE O D AND C I MORE 5/ S E M VE REPLACED. F E THAN 0% OF THE SHEATHING IS3/4"=11-0" TALLER STUD) w � PANEL W/ (2) 10d .NAILS „ 1/4 x 4 TAPCONS @ _ „ 4) TOLERANCES. ALL DIMENSION TO BE HELD WITHIN +/ 1/4 TRUSS MEMBER + MORE INFO & + + + TO GABLE END STUDS PER IL O 6 DRAFTING: " . NUT SET IN ADHESIVE U „ , w/ (2) 1/4 X 3/Z SIMPS. ,_ „ 4 O MAX. 16” O.C. MAX. 4 12d NAI TRUSS w/ O LS 2x8 w/ (2) 10d NAILS @ SDS SCREWS @ 16 „ INSTALL SIMPSON IA FASC PER TOP PLATE. ATTACH 8 O.C. (FOLLOW AML 1 EDGE 1 1/2„ EDGE. I O.C. MAX., COMMUNITY SPECS STAGGERED INTO TRUSS & 3 12d O EACH VERTICAL d .. ., I o a --� xx + + CAI W Q 1— F SYP #2 LEDGER w/ 1/4 PSPN516Z W/ (12) 16d , . 1N/ (2) 10d NAILS 3 O.C. NAILING TOENAILS INTO OTHER TRANSOM BETWEEN SEE WALL CLIP DETAIL :. ROOF TRUSSES @ 24 {bs, o W J Z z II O.C. O.C. MAX. SEE FLOOR PLAN FOR i LINTELS. TRUSS LINTELS FOR MORE INFO q ,. NAILS TYP. TOP & BOT. o (SOLID BLOCK W/ 2x6) REQUIREMENTS THIS � SHINGLE ONLY MORE BRG. WALL INFO LINTEL PER PLAN i SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLANLINTEL 2x8 #2 SPF VERTICAL @ 24 O.C. w/ EXT. PER PLAN SHEATHING PER 2 10d NAILS 3 O.C. O @ ' ATTACH 2x4 STUDS TO . • 2x6 #2 SYP P.T. CONT. DETAIL FOR ALL TOP 2x6 #2 SYP P.T. CONT. 'I 'I 10d x 3” COMMON °' SHEATHING PER NAILING SCHEDULE & LIJ O z 10dx3° w/ (2) 1/4" x 3 1/2" • w/ (2) 1/4" x 3 1/2" ;. NAILING SCHEDULE & .. •^ (4) 12d NAILS EACH WITHIN 48 OF SPLICE TOP PLATE W/ (3) 12d TOE -NAILS TYPICAL AT PLATE SPLICE ' (2) 2x TOP PLATE o TAPCONS 12" O.C. w -'$- 12d NAILS EACH TRUSS MEMBER TOP Z THEN 2 ROWS 10d O ALL LOCATION LOCATIONS) p 21/2" AND BOTTOM CHORDS ALONG WEBBING) E w C7 „ ATTACH 2x TO W/ „ NAILS 8 O.C. z o z w 2 1/4 (.� - z 2 2x4 WALL BEYOND w w 1 1/2 - vOTHERWISE Q p .• AGAINST 2x8 STUDS Q N wo a co Fi%-- ATTACHED PER N M/N (WF08/SD3 N 10dx3" COMMON Uj oo • • OVERLAP TOP PLATE o - AT CORNER 10d x 3" COMMON OPP. A W o SIDE Z 0 z w C9 z W • ATTACH 2x8 STUDS TO J NAIL BOTTOM PLATE U z ¢ U ¢ - U) U 10d x 3" OPP. SIDE • . TOP PLATE W/ (4) 12d TO EACH PLY OF BUILT _ I ( I I U I I z Q Q. TOE -NAILS TYPICAL UP COLUMN BELOW W/ a 0 AT ALL LOCATION (2) 10d NAILS oo N 00 000, TOP SPLICE 10d x 3" COMMON CL DISTANCE PER DOUBLE 2x8 TOP TOP PLATE CORNER TRANSITION OPP. SIDE DETAIL ------ -- _. .---- -- --- PLATE 2 2x4's 2 2x6's 2 2x8's Uj SIDE PLY NAILS NAILED AT 8 O/C (Y ' (2) 2x COLUMN STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2X'S .-., TOP PLATE TRANSITION 2X4 TO 2X8 WALLS u•,. LL ( ) fiFO TYPICAL BUILT-UP STUD COLUMN DETAIL 3+ 2x COLUMNFO TYPICAL TOP. PLATE SPLLCE @ BRG. WA( ) C L 2x DBL TOP PLATE BEYOND 3/4"=11-0"1 1/2 1 0 � cp �111111IU1//� a o0 MIN. 15/32 EXP 1 BREATHINGSHEATHING PER PLAN i, G*i! �. °. .° r� F1 INSTALLED VERTICALLY. (DNAIL SHEATHING AT FRAME WALL BOTTOM PLATE 3/8 U) zP ° O AND AT FLOOR TRUSS TOP & BOTTOM PLATES USING U- z ROOF SHEATHING ° r -------- w m O �. — _ 1 ROW OF 8d COMMON NAILS 3 O.C. w �n f.� ° ;: (D J — — — U O O G@ ,A, = NAIL SPACING FASTEN PER PLAN — :z oo • Q wgZ of 01/' S O S °w r �"., IT �il TI- �I— _ ¢ C V C ROOF SHEATHING ° _ 2 NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON 2 q F q Q- w k R BT ROOF SHEATHING, 2� �Q B F -• .v v, ,, Z � _ NAILS 3" O.C. <<c L9A O < <q T ASTEN PER PLAN Q � @ N T FASTEN PER PLAN Fid A O •° e� - } p 0-' w 0 1 /2 A 1 /2" G'T /�' CT TR tr %a- = Z = O NAIL OPENING PERIMETER w/ (2) ROWS OF 8d h'O �/S y (�s -� •LL a „ F S' O,� S CSS °°•.°.. — o: �,,-, 0 COMMON NAILS @ 3 O.C. — - 0 0,5, 01- 0 WALL SHEATHING O w „ pis * P qq III III I I I I I = 4 NAIL INT. W/ 8d COMMON NAILS @ 12 O.C. & NAIL 2x4 FRAMING @ 24 SPLICE, SEE SPLICE O III II II IEDGES 6" O.C. U.N.O.,ON PLANS A „ „ O.C. MAX. of laaaiill III 1/2 2x4 FRAMING @ 24 DETAIL. MAX 1/8"� g 2x4 #2 SYP CONT. w/ (2) ilI III II II Ii w STAGGER ALL VERT. PANEL JOINTS& NAIL W/ 8d O.C. MAX. " OPENING SPACE BETWEEN w F O x SCAB w/ 10d NAIL PROVIDE (4) 10d x 3 16d COMMON NAILS 4 w cn COMMON NAILS 3 O.C. DOUBLE NAIL EDGE SPACING 2 C s U III III I I PANELS _ @ NAILS AT JOINT 4" O C PROVIDE (4)10d x3 EA STUD OR TRUSS ww O ua � @ rA I 6PLYWOOD SPLICES@ HEADER -NAIL SHEATHING TO EXTERIOR SHEATHING NAILS AT JOINT MEMBER, TYP. (MAX:0O HEADER W/ 8d COMMON NAILS 3" O.C. 2 ROWS PER ENG TRUSSES P. III LI I I i l O @ O @STUD PER PLAN2x SCAB w/ 10d NAILS 24 O.C.). IF MASONRY,r,Ow O TOP & BOTTOM \@4' O.C. \ USE (2) 1/4 TAPCONS,UND IIIIIII II 2x STUDS BEYOND, SHEATHING SPLICE, f NNING R MORE LL 2 8d NAILS 3" O.C. TO EACH TRUSS END OR w/ MIN. 2" EMBED. '" ��3 ' III I I I I I I SEE PLAN FOR ¢ w O O @ @ BETWEEN EXTERIOR TRUSS CONNECTION PER -ENG TRUSSES „ @ a U o INFO F- z I- O VERTICAL MEMBER IF GABLE END SHEATHING & PER PLAN 2x FASCIA 24 O.C. 2 FASCIA PER PLAN rTl--moi— III II II I TRUSS CONNECTION W= CONNECTION CONNECTION III II II 11 O U _ } O „ JOINT, MAX. 1/8 GAP II I II II II PER PLAN o= 0 II I @ EACH STUD , o 2x4 PT LEDGER W/ �. MAX., U) 0 U) � m — — — — — — — — — — — — — Z O 0 N NAILING PER FLOOR SYSTEM O7 2x FRAME WALL PER NAILS 16 O.C. @ JSEE U CUT TO FIT 2x BOTTOM PLATE O d ti TOP &BOT, 2x8 TO 2x12 10d X 3„ NAILS OPENING SIZE 1 BEYOND SEE PLAN SEE ELEV. PLAN ELEV. FOR SHEATHING DIAGRAM NAILS PER PLYO EXTERIOR SHEATHING SCHEDULE U G 2x4 BLOCKING PLACED 3/4"=1'-0" LSTA30 PRE-ENGINEERED ROOF TRUSS - SEE FRAMING PLAN FOR SPACING SEE PLAN FOR CONNECTION R ALL 2xB GW , SEE PLAN FOR STUD SIZE & SPACING. MIN (2) 2x UNDER GIRDER TRUSS U.N.O. 2x BLOCKING SIMPSON LSTA24 EACH --- STUD BLOCKING GYPSUM WALLBOARD x CMU WALL PER PLAN (2) Sd TOE NAILS TO TRUSS CONNECTION (2) 8d TOE NAILS CONNECTION CONNECTION � O U Z c O EXT. BEAM PER PLAN „ JOINT, MAX. 1/8 GAP LEDGER PER PLAN TO LEDGER TRUSS PER PLAN 0 52 @ EACH STUD , 2x4 PT LEDGER W/ �. MAX., 2x4 LEDGER W/ (2) 16d�� Q W 1 Z c� NAILING PER „ „ „ 1/4 x4 TAPCONS @ 12 O.C. 2x FRAME WALL PER NAILS 16 O.C. @ JSEE SIMPSON W/ NAIL AS SHOWN (5) 10d O d ti TOP &BOT, 2x8 TO 2x12 10d X 3„ NAILS SCHEDULE SEE ELEV. PLAN ELEV. FOR NAILS PER PLYO ^ ��g U G 2x4 BLOCKING PLACED FOR LSTA30 WOOD/MASONRY w/ ti O.C. O.C. FLATWISE (2) 16d NAILS EACH END O.H. SIZE D.H. SIZE WALL OR TRUSS, SEE PLAN (TRUSS SHOWN) � SEE PLAN O � Q SHEATHING SPLICE DETAIL CONDITION @ CMU WALL CONDITION @ FRAME WALL PER SHEATHING ER „ BLOCKING 24 O.C. @ J Z W POST TO BEAM J . ATHI R PLAN SHEATHING PER am Q WALL TO PRECAST fiF1 TYPICAL SCAB OVERHANG NAILING SCHEDULE & + w/ (2) 16d END NAILS 6�02 LEDGER@ LOW ROOF 4 10d NAILS FOR O � 0 O }- 0 O � Q _ U) NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF 2 1/4" X 4,/ 2„ SIMPS.. 7 ..EXTERIOR SHEATHING STRAP AROUND a W 2 H NAILS ARE OVERDRIVEN THE ENTIRE SHEET OF SHEATHING IS TO BE + + + 4 12d NAILS EACH , . O EACH END SDS SCREWS 16” SEE TRUSS PLAN FOR 2x8 T(7 UNDER SIDE OF z' 4 RE O D AND C I MORE 5/ S E M VE REPLACED. F E THAN 0% OF THE SHEATHING IS3/4"=11-0" TALLER STUD) w � „ 1/4 x 4 TAPCONS @ 2x4 #2 SYP P:T: @ EA. -- TRUSS MEMBER + MORE INFO & + + + OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS SEE V, ''^^ z ROOF SHEATHING, 2x4 #2 SPF PLAN NAIL PER PLAN_ (2) 2x BUILT-UP COL:. SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR�� BLOCKING @ 24 O.C. � DOUBLE TOP PLATE MORE INFO & MORE INFO &� w/ (2) 16d END NAILS � W SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) 12d NAILS EACH END (2) 2x TOP PLATE CONNECTION CONNECTION EACH END ++ x x EXT. BEAM PER PLAN PT POST PER PLAN EXTERIOR WALL/TRUSS (2) 1/4" X 3'/V SIMPS. SDS SCREWS @ 16„ O.C. 06 0 52 @ EACH STUD @ 2x12 BOX HDR w/ 2x8's MAX., Q W 1 LAP BEAM PLYS AND as� a+ W (.9 in y��, SIMPSON W/ NAIL AS SHOWN (5) 10d TOP &BOT, 2x8 TO 2x12 10d X 3„ NAILS 2x8 #2 SPF VERTICAL 24„ O.C. EXT. 2x4 #2 SPF 0 00 NAILS PER PLYO z G LSTA30 w/ @ w/ O.C. O.C. C4 H SEE PLAN 22 10d NAILS ALL- O ( z „ @ 6 O.C. 2x12 AT PER SHEATHING ER „ BLOCKING 24 O.C. @ J Z W POST TO BEAM J . ATHI R PLAN SHEATHING PER CORNER CONDITIONS Q WALL TO PRECAST PLAN VIEW TOP OF POST @ NAILING SCHEDULE & + w/ (2) 16d END NAILS 4 10d NAILS FOR O � 0 O }- 0 O � Q _ U) V 2 1/4" X 4,/ 2„ SIMPS.. 7 ..EXTERIOR SHEATHING STRAP AROUND a W 2 H LINTEL w/ (2)ROWS OF + + + 4 12d NAILS EACH , . O EACH END SDS SCREWS 16” SEE TRUSS PLAN FOR 2x8 T(7 UNDER SIDE OF z' 4 NAIL PER PLAN TALLER STUD) w � „ 1/4 x 4 TAPCONS @ 2x4 #2 SYP P:T: @ EA. -- TRUSS MEMBER + MORE INFO & + + + ROOF SHEATHING TO GABLE END STUDS O 6 DRAFTING: " . NUT SET IN ADHESIVE U „ , w/ (2) 1/4 X 3/Z SIMPS. ,_ „ 4 O MAX. 16” O.C. MAX. 4 12d NAI TRUSS w/ O LS 2x8 w/ (2) 10d NAILS @ SDS SCREWS @ 16 „ CONNECTION IA FASC PER -STRUCT: AML U I O.C. MAX., COMMUNITY SPECS STAGGERED INTO TRUSS & 3 12d O EACH VERTICAL d .. ., I o a --� xx + + CAI W Q 1— F FOR ADDITIONAL PLAN O SYP #2 LEDGER w/ 1/4 PRE-ENGINEERED TRANSOM BETWEEN TOENAILS INTO OTHER TRANSOM BETWEEN SEE WALL CLIP DETAIL :. ROOF TRUSSES @ 24 {bs, o W J Z z II O.C. O.C. MAX. SEE FLOOR PLAN FOR i LINTELS. TRUSS LINTELS FOR MORE INFO q ,. 2x8 #2 SPF VERTICAL @ 24” O.C. w/ EXT. o -- W � SHINGLE ONLY MORE BRG. WALL INFO LINTEL PER PLAN i SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLANLINTEL 2x8 #2 SPF VERTICAL @ 24 O.C. w/ EXT. PER PLAN SHEATHING PER 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. °' SHEATHING PER NAILING SCHEDULE & LIJ V w/ (2) 1/4" x 3 1/2" • w/ (2) 1/4" x 3 1/2" ;. NAILING SCHEDULE & .. •^ (4) 12d NAILS EACH W ' (2) 2x TOP PLATE TAPCONS 12" O.C. TAPCONS @ 12" O.C. 12d NAILS EACH TRUSS MEMBER TOP Z SPACED EVENLY VERTICALLY SPACED EVENLY VERTICALLY T TRUSS MEMBER AND BOTTOM CHORDS ALONG WEBBING) E fn ATTACH 2x TO W/ 2x BRG WALL, SEEPRE-ENG. ROOF BUILT-UP W/ (2) 2x6 IN PLAN FOR STUD SIZE & PER PLAN ROWS OF 10d NAILS 2x8 w/ 2 1 O NAILS @ 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 1 O NAILS @ 2x8 w/ (2) 10d NAILS @ TRUSS POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL SPACING. MIN (2) 2x STAGGERED @ 8 O.C. UNDER GIRDER TRUSS SEE PLAN FOR ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY ATTACHMENT BY a U.N.O. CONNECTION BUILDER BUILDER BUILDER BUILDER 8 T SLIDER o F1 SECTION @ DOUBLE BEARINGPFlkSTEP @ BEARING FRAME WALL S01 HEADER @ POCKET SLIDER w/TRANSOM S02 HEADER @ POCKET SLIDER w/ TRANSOM S03 HEADER @POCKET SLIDER SO4 HEADER @ POCKET 3/4"=1'-0" 3/4"=1'-0 1/2"=1'-0" 1/2"=1'-0" 1/2„=1,_0„ 1/2"=1'-0 1 1 a CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN 2x6 SYP #2 LEDGER. TO Z STUDS w/ 2 1/4” X 4'/z" 0 BEAM INTO LONG SPAN AS INDICATED ON BEAM O � LA SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN SIMPS. SDS SCREWS @ F" 0) STRAP IS NOT REQUIRED. 16 O.C. MAX., I— 3/4"=1'-0” 1/2"=V-011 D4 COPYRIGHT MCD 2014• The information contained ined In this. document Is copyrighted and Is the exclusive propertyerty of MONTA CONSULTING &DESIGN OF WMR &ASSOCIATES LLC Any duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN OF WMR &ASSOCIATES LLC is prohibited.ed. TO GABLE END STUDS w e:- Q Z EXT. BEAM PER PLAN PT POST PER PLAN EXTERIOR WALL/TRUSS (2) 1/4" X 3'/V SIMPS. SDS SCREWS @ 16„ O.C. I J � � .. MAX., Q W 1 LAP BEAM PLYS AND TO MASONRY w/ 2x6 PT NAIL AS SHOWN (5) 10d SYP #2 LEDGER w/ 2 0 00 NAILS PER PLYO 1/4 x 2 3/4 TAPCONS AT EXT. BEAM PER PLAN 1212” O.C. O.C. C4 SEE PLAN (-- .. m U HTS20 CLIP FROM SIMPSON H3 CLIP0 J Z W POST TO BEAM . ATHI R PLAN SHEATHING PER ..7 J W PLAN VIEW TOP OF POST @ 2x4 SYP #2 LEDGER. T STUDS OR BEAM w/ TO S 4 10d NAILS FOR O � 0 O }- 0 O � Q _ PT POST PER PLAN 2 1/4" X 4,/ 2„ SIMPS.. 7 CONV. FRAMED A� 2 H ABU POST BASE PER SDS SCREWS 16” MEMBERS ONLY PLAN O.C. MAX., c „ 5/8 THREADED. ROD w/ TO GABLE END STUDS - STRUCTURALENG: CFG/$AD DRAFTING: " . NUT SET IN ADHESIVE U „ , w/ (2) 1/4 X 3/Z SIMPS. ,_ „ 4 O MAX. b SDS SCREWS @ 16 „ IA FASC PER -STRUCT: AML .T ii O.C. MAX., COMMUNITY SPECS d .. ., I o a --� SEE FOUNDATION TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR QC CHECK CC \ a / FOR ADDITIONAL PLAN O SYP #2 LEDGER w/ 1/4 PRE-ENGINEERED JOB No.TM -.217 32 U.J• INFO x 2 3/4„ TAPCONS 12 ROOF TRUSSES @ 24 O.C. O.C. MAX. SCALE. AS INDICATED SIDE VIEW @ BASE OF POST SIMPSON H3 CLIP. DESIGNED FOR DATE: ; 02/19/2017 SHINGLE ONLY (CD�01:CORNER COLUMN FRAMING (SDO1 TYPICAL SHED ROOF DETAIL 3/4"=1'-0” 1/2"=V-011 D4 COPYRIGHT MCD 2014• The information contained ined In this. document Is copyrighted and Is the exclusive propertyerty of MONTA CONSULTING &DESIGN OF WMR &ASSOCIATES LLC Any duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN OF WMR &ASSOCIATES LLC is prohibited.ed. SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. TYPICAL TRUSS TO - FRAME CONNECTION SEE STANDARD CONNECTOR NOTES BEARING SEE PLAN SEE ARCHITECTURAL PLAN FOR OVERHANG INFO WINDOW AS SCHEDULED EXTERIOR FINISH PER PLAN MID -SPAN BLOCKING U.N.O. INSULATION PER PLAN SEE DETAILS WS10, - WS11 OR WS13 FOR ADDITIONAL INFORMATION THIS SHEET NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED BEARING SEE PLAN LINTEL AS PER PLAN LINTEL AS PER PLAN NOTE: ALL FLOOR PRE-ENGINEERED TRUSS STRAP - SEE PRE-ENGINEERED TRUSSES TO BE P.T. IF ROOF TRUSS - SEE FRAMING PLAN FOR ROOF TRUSS -SEE NO MOISTURE FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR BARRIER (FELT PAPER LOCATION & SPACING LOCATION & SPACING PRE-ENGINEERED OR SIM) IS PROVIDED STRUCTURAL COL PER ROOF TRUSSES AT 24" TRUSS STRAP - SEE STRUCTURAL COL PER _ PLAN FOR SIZE AND O.C. FRAMING PLAN FOR PLAN FOR SIZE AND REQ'D # OF STUDS CONNECTIONS REQ'D # OF STUDS SIMPSON MSTAM36 DOUBLE 2x TOP PLATE DOUBLE 2x TOP PLATE SOLID SHEATHING @ SOLID SHEATHING TYPICAL TRUSS TO STRAP W/ (10) 1 Od TO 2x BOTTOM PLATE 2x BOTTOM PLATE HEADER HEADER STUDS & 8 1/4" X SIMPSON SP4 w/ 6 1 O FRAME CONNECTION. O 3/4 FLOOR SHEATHING 3/4 FLOOR SHEATHING SIMPSON SP4 w/ (6) 10d F O a (USE x1-1/2 24" O.C. USE SEE STANDARD 2-1/4 TITEN SCREWS PER ATTACHED PER �<� x1-1/2 @ 24 O C ( E s @ ( Z ATTACHEDE A 0 sy SIMPSON LSTA30 tiF CONNECTOR NOTES TO LINTEL COURSE. NAILING SCHEDULE SIMPSONLST 3 FFr SP6 @ 2x6 STUDS & Fr SP6 @ 2x6 STUDS &- 0 NAILING SCHEDULE USE SIMPSON ° STRAP (MAX 10 SP$ @ 2x8 STUDS) STRAP (MAX 10 SP8 @ 2x8 STUDS) _ MSTCM60 STRAP W/ ° ANGLE) W/ (22) 1 Od ANGLE) W/ (22) 1 Od REFER TO PLAN FOR NAILS. BEND STRAP (20) 16d SINKERS & (14 NAILS. BEND STRAP ' (2) 2x SPF TOP PLATE (2) 2x SPF. TOP PLATE � BUILT-UP COLUMN 1/4" X 2-1/4" TAPCONS OVER TOP PLATE MIN.OVER TOP PLATE MIN. �� U.N.O. ON PLAN �� U.N.O. ON PLAN U INFO. FOR TRUSSES 20" TO • 3 , THEN RUN DOWN 3 , THEN RUNDOWN • \ . HEADER =SEE 2ND 26" DEEP FACE OF JAMB STUDS/ HEADER - SEE 2ND FACE OF JAMB STUDS/ W PRE -ENG. FLOOR \ ' FLOOR PLAN FOR MIN. (IF TITENS ARE NOT IN HEADER FLOOR PLAN FOR MIN. HEADER [� SYSTEM - IF NO FLOOR\ HEADER SIZE & REQ'D LINTEL COURSE OR ' \ HEADER SIZE &"REQ'D EXTERIOR SHEATHING SYSTEM INSTALL \ JAMB STUDS LED ELL USE JAMB STUDS INTO FILLED C U « (1) SIMPSON LSTA30 FROM TOP OF WALL.. � KNEEWALL &PROVIDE „ ,� 1/4 X 1 3/4 TITENS STRAP W/ 11 1Od TO EXTERIOR` SHEATHING ) ( ) TO BOT. RIBBON NAIL SOLID BLOCKING FLOOR TRUSS SEE '� - TR PER FROM TOP OF WALL UNDER COLUMN U.N.O. ,� \ FLOOR USS STUDS ABOVE PLATE FRAMING PLAN FOR PER PLAN PLAN U.N.O. IF HEADER IS UPSET TO BOT. RIBBON, NAIL CONNECTION INFO.. ABOVE 2 2x SILL AT WINDOW AND WINDOW IS PER PLAN ~ - -- -- --- - - � PROVIDE SOLID ( ) ,, IF HEADER IS UPSET ® KIN BELOW SEE DETAIL WS11 FOR wF2x CRIPPLE STUDS LOWER. 1 2x SILL BAND JOIST & BLKG BLOCKING L ( ) FLOOR GIRDER OR Fi3 COL. EVEN WITHIN MORE INFO AT EA. END NAILED TO PLATE w/ (2) 1 O W , AND WINDOW IS OR LVL GIRDER BEAMSEE PLAN ' MASONRY WALL SEE STUD PACK w/ 10d TOENAILS. EXT. LOWER, (1) 2x SILL FLOOR TRUSS i � NOTE: ALL FLOOR PLAN FOR MORE INFO NAILS 8" O.C. THEN HEADER OPENINGS PLATE w/ (2) 10d TRUSSES TO BE P.T. IFASTUDS 1 " O.C. TOENAILS. EXT. �r S U S @ 6 LESS THAN 4FT.(1) 2x MOISTURE HEADER OPENINGS BA U SO TYPICAL GIRDER COL. CONNECTION SO TYPICAL GIRDER COL. HIGH BEAM ATTACH SILLw/ z 1Od SILL PLATEwi 2 1Od DBL. TOP PLATE � O O , `oettUl/// ` . � BARRIER (FELT PAPER „ TOE NAILS AT EA. END TOENAILS. OPENING LESS THAN 4FT,(1) 2x `�` l�j� W 3/4"=1'-0" 3/4 =1 -0 e�� �( 'i cp OR SIM IS PROVIDED OF SILLOPEN'G LARGER THAN 4FT: 2 SILL PLATE w/ (2) 10d d3 ��� a00 1 HDR. PER PLAN (MAX( () ®e....••• i r TOENAILS. OPENING �i r WIDTH 4'-0"). USE A35 2x SILL PLATE w/ A35 2 2x SILL AT WINDOW '•- �i�j 'i --� 2x STUDS SEE ) REFER TO PLAN FOR O LARGER THAN 4FT, (2) •. •• Q o 2x 2ND FLOOR STUDS CLIP AT EA, END FOR CLIPS EACH SIDE w/ 2x w/ 2x CRIPPLE STUDS - A. C= (n Z FRAMING PLAN FOR BUILT-UP COLUMN E 2 SIMPSON LSTA18 OPENINGS GREATER " 2x SILL PLATE w/ A35 ; r.� • U� �.�[ SEE PLAN FOR MOR O CRIPPLES@ 16 O.C.05 SPACING AND GRADE INFO: AT EA. END NAILED TO CLIPS EACH SIDE w/ 2x STRAPS CENTERED @ THAN 4' BUT LESS w/ 2 10d TOENAILS ~' = p � AND SEE ARCH PLAN CRIPPLES @ 16" O.C. O STUD PACK w/ 10d - ' w � �' BEARING WALL PER A A FLOOR W/ (14) 1 Od THAN 6 T&B (PLYWOOD NAILS @ 8 O.C. THEN TO VERIFY SIZE PLAN BEYOND NAILS SIMPS. MSTAM36 w/ SHEATHING REQ'D w/ (2) 10d TOENAILS •,�� •• a Z d SEE FLOOR FRAMING STUDS @ 16 O.C. T&B (PLYWOOD Q INT. FINISH PER PLAN COLUMNS PLAN FOR FLOOR (7) 10d NAILS & (4) 1/4" T&B) ATTACH SILL w/ (2) 10d ty °••...• •• `��° } p MID -HEIGHT BLOCKING SYSTEM INFO. SEPARATE SHEATHING TOE NAILS AT EA. END �� •�C �o®� LL x 2 1/4 TITENS; IF SHEATHING REQ'D PER BEARING WALL FLOOR TRUSSES ARE y UNDER WINDOW OF SILL (MAX OPEN'G T&B) Ijl�lllll t ® 2x BOTTOM PLATE w/ SCHEDULE ATTACH 2x STUDS W/(3) 2x STUDS 20"- 26" DEEP, USE (2) 12d AT 12" O.C. �— WIDTH 4'-0"). USE A35 1/2" DIA. THREADED (2) SIMPSON LSTA18 (2) 16d NAILS 6" O.C. SIMPS. MSTCM60 CLIP AT EA. END FOR STRAP w/(20) 16d OPENINGS GREATER 3/4 FLOOR SHEATHING I ROD WITHIN 6" FROM STRAPS CENTERED @ „ � SINKERS & (14) 1/4 X 2 THAN 4' BUT LESS ATTACHED PER COL; SEE BRG WALL/ FLOOR w/ (14) 10d NAILING SCHEDULE I 2 -STORY WALL NAILS ' ' CALIFORNIA CORNER A -A 1/4" TITENS INSTEAD. THAN 6' 0 - (2) SIMPSON LSTA18 \ (IF TITENS ARE NOT IN SECTION FOR MORE STRAPS CENTERED@ FLOOR TRUSSES SEE I (2) SIMPSON META16 LINTEL COURSE OR w o INFO. FLOOR W/ (14) 10d \ R y SIMPSON LSTA30 w/ x 1� PLAN FOR DEPTH AND FLOOR TRUSS TO 2x TOP &BOT. 11) 10d TO STUDS o O a r 6J1� NAILS INTO FILLED CELL USE RIBBONS, CONT. ( \ a yut l Nr N DIRECTION WW REFER TO MASONRY WALL 1/4" X 1 3/4" TITENS 0 fid' O U IJ o FOUNDATION PLAN ) ABOVE PLATE U.N.O. III 3 (3) 2x STUD PACK NOTE: ALL FLOOR • \ a FOR FTG. • o _ - EXT. SHEATHING ATTACH PER NAILING TRUSSES TO BE P.T. IF O z r ... �.. _ _= INFORMATION M I F- FLUSH W/ FACE OF SCHEDULE NO MOISTURE SEE FRAMING PLAN I-�-1 U O MASONRY ATTACHED .,. BARRIER (FELT PAPER FOR FLOOR PER NAILING ATTACH 2x STUDS W/ M I- 11= 6.. OR SIM IS PROVIDED CONNECTION Z D (2) 16d NAILS @ O.C. (4) 2x STUDS SEE FRAMING PLAN O m M SCHEDULE PROM E G V IF FLOOR SYS. NOT PRESENT PER FLOOR H,.'.,+ Sl w 1/8 GAP BETWEEN STANDARD CORNER A -A FOR FLOOR 9w U CONNECTION SHEATHING AND FRAMING PLAN, 2nd FLR STUDS TO ON Z CMU WALL BELOW PER DETAIL INCDICATED w� MASONRY NOTE, IF WOOD WALL OR BEAM BELOW USE PROVIDE BLOCKING FLOOR GRIDER OR -"ZON FLOOR FRAMING. INDICATED BASE STRAP SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR BELOW JAMBS BEAM 0 ..,. MASONRY WALL PER E D ON EITHER SIDE OF WALL. IF WF021 D FLOOR SYSTEM DRAFT SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d R Q �J PLAN „ � „ SD61S INDICATED, BASE STRAPS ARE READ MASONRY WALL SEE c r"" STOPPING AT 1000 SQ SINKERS AND (14)/a X2 /a TITENS TO MASONRY v ° FT MAX: DRAFT ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO Q Ina STOPPING MATERIALS S HEADER CONNECTION 2nd FLOOR SO HEADER CONNECTION 2nd FLOOR. HIGH BM MIN THICKNESS SHALL S0 TYPICAL TWO STORY COL. GIRDER S0 2nd FLOOR CORNER FRAMING ATTACHMENT 0 @ @ HT. BE 1/2 GYP BOARD OR 4,_ 1_01 3/4"=V-0.. 3/4"=1'-0" WD. HD. 3/4 1 0 3/ 1 SEE PLAN 15/32" OR 7/16" OSB. ♦ ^ ATTACH TO FLOOR V J. __ ., L I_. PRECAST CONC. OR - POWERS STEEL SILL TYP. @ ALL WINDOWS EXT FINISH PER PLAN VERT REINF. BEYOND MASONRY WALL PER PLAN FIN. FLR. - 01-01.. GRADE SHEATHING PER SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER 3/4 FLOOR SHEATHING 3/4 FLOOR SHEATHING TRUSS w/ 8d NAILS AT DETAIL WF10/SD4 DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 Z 16" O.C. TOP AND ATTACHED PER ATTACHED NAILING SCHEDULE SHEATHING PER PLAN U" NAILING SCHEDULE NAILING SCHEDULE BOTTOM CHORDS (A 2x STUDS ,SEE 2x STUDS ,SEE UNDER WINDOWS AND ATTACH PER NAILING 2x STUDS ,SEE x W a 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR. GIRDERS: BLOCK SCHEDULE, p FRAMING PLAN FOR CONTINUOUS FROM SOLID BETWEEN , ' r 48 O.C. W/ 2 12d SPACING AND GRADE SPACING AND GRADE W 06 g @ O SPACING AND GRADE. TOP OF TOP PLATE TO' AND SEE ARCH PLAN AND SEE ARCH PLAN RIBBONS w/ SIMPSON TOENAILS EACH END SYS. 42 FLOOR N - AND SEE ARCH PLAN GIRDER TRUSS PER � = Q U' TO VERIFY SIZE TO VERIFY SIZE A35 EA. END BOTTOM PLATE. p., .� TRUSSES @ 24 O.C. TO VERIFY SIZE PLAN ., - Z` 2x4 #2 SYP ANGLE 2x BOTTOM PLATE W/(MAX) O 12d @ PLAN 2x BOTTOM PLATE W/ 2x BLOCKING FOR BEARING WALL PER AGAINST1 TRUSS SHEATHING/ DRYWALL (2 BOTTOM PLATE W/ ,.... :. (2) 12d @ 12 O.C. (2) 12d @ 12" O.C. 2 � 12" O.C. VERTICAL @ 48 O.C. ATTACHMENT w/ (2) 12d a � � W/ (3) 12d NAILS EACH TOENAILS EA. END DOUBLE BOTTOM ,. PRE -ENG FLOOR _, 2x SYP RIBBON (MIN Z � d END 2x SYP #2 RIBBON (MIN PLATE TRUSS OR FIELD2x4) TO TRUSS w/ (4) 2x4) TO TRUSS w/ (4) O O A FLOOR � FRAME 2x4 KNEE BOTTOM (2) H5 E 16d NAILS; BOTTOM 16d NAILS;� � F '. WALL, STUDS 16" RIBBON TO BE PT IF TRUSS TO DOUBLE �^ Q .•I @ RIBBON TO BE PT IF w F- V! ' SYS. 42 FLOOR O.C. W/ 2 16d NAILS BRG DIRECTLY ON BOTTOM PLATE, SLIT o W Z I , O @ BRG DIRECTLY ON J � I CMU FLOOR DECKING TO x O CONC. SLAB- TRUSSES @ 24" O.C. EACH END SEE.. CMU a 1- SEE TRUSS LAYOUT SEE FOUNDATIONCONNECTOR ACCOMMODATE -- O ... (MAX) a (2) ROWS 8d NAILS @ FOR HANGER PLAN FOR MORE INFO SCHEDULE FOR • �� STRAP 11/2 GYP. CLG BD OR � 1/2 GYP. CLG BD OR (2) ROWS 8d NAILS .@ 3 O.C. TYP. WALL •.. (2) 5/8" TYPE "X" WHEN d CONNECTION N 2 5/8" TYPE X WHEN 3 O.C. WALL SHEATHING TO EA. W ° » IN GARAGE 1 ROWS 8d NAILS IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON W a. O @ 2x RIBBON OR.,. • ,.� :.r BOTTOM RIBBON SIMPSON META16 AT CANTILEVER I . 3 O.C. WALL MASONRY WALL PER BLOCKING w/ 4 16d » MASONRY WALL PER ( ) �.. (.. MASONRY OR MTS12 PLAN SHEATHING TO PLAN ,. OR 3 16d TOENAILS O r: ,. , BOTTOM PLATE • . 1/8" GAP BETWEEN AT WOOD ' SEE FOUNDATION NOTE. ALL FLOOR NOTE. ALL FLOOR NOTE: ALL FLOOR SHEATHING & CMU 1/8 GAP BETWEEN.. TRUSSES TO BE P.T. IF DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. IF MASONRY OR FRAME NO MOISTURE NO MOISTURE SHEATHING &CMU NO MOISTURE WALL PER PLAN BARRIER FELT PAPER SEE CONNECTION BARRIER (FELT PAPER c BARRIER (FELT PAPER 2x4 PT SILL PLT. IF ( TRUSS PER PLAN OR SIM IS PROVIDED OR SIM IS PROVIDED SCHEDULE OR SIM IS PROVIDED KNEEWALL ) O I TION TYPICAL TWO STORY SECTION S1 TWO STORY PARALLEL FLOOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNE C S 1 FLOOR TRUSS TO GIRDER CONNECTION 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. IF SHEATHING IS NOT CONTINUOUS TO BOTTOM OF FLOOR TRUSS,CONTRACTOR TO INSTALL SIMPSON LSTA18 STRAPS FROM EA. STUD TO TRUSS 2x12 #2 SYP CONT. - LEDGER W/ (3) 1/4"x4-1/2" SDS SCREWS (EQUALLY SPACED VERTICALLY) @ 24" O.C. AND @ EA. END VERTICAL (MIN. 2" FROM T&B) SEE PLAN FOR FLOOR TRUSS DIRECTION 3/4"=V-0" -0 1 3/4 - 0 3/4 1 1-0113/4"=V-0" 3/4"=1'-0" Q 11 Z NOTE: ALL FLOOR O TRUSSES TO BE P.T. IF(7) � NO MOISTURE HANDRAIL BY OTHERS i- , OIll BARRIER (FELT PAPER Z O OR SIM) IS PROVIDED � Z z O J J Q LU d SEE ARCH DWGS FOR LO 0 If a TOPPING INFO Oao0 w � � "� C4 � 3/4 PLYWOOD FLOOR �, m SLOPE DECKING ATTACHED U W . . I PER NAILING W O J ".."" SCHEDULE ...I W p O O • SLOPED BALCONY FLOOR TRUSS (12" SEE PLAN TALL)( 60/15/SMIN. ' LOADING) W/ LUS26 0R STRUCTURALENG: CF BAD J1.1LUS46 TO LEDGER DRAFTING: a ',.4M;:. AML I CONTRACTOR TO SEE WS11/SD5 FOR STRUCT PROVIDE ADEQUATE SIM. END CONDITION ,a » QC CHECK: CC WATERPROOFING. NO ' .- CONCRETE SLAB o TM „ 2170329 � LINTEL PER PLAN N JOB PERMITTED SCALE: / •- �. AS INDICATED SEE WS10 SD5 OR WS11/SD5 .. FOR ADDITIONAL INFO DATE: 02/19/2017 I II F01 TYPICAL BALCONY FRAMING NOT USED 3/4"=11-01. D5S ' strictly prohibited. _ L t transfer ofthese documents without the expressed, written consent of MONTA CONSULTING &DESIGN OF WMR &.ASSOCIATES LLC is s COPYRIGHT MCD 2014: The Information contained in this document Is copyrighted and is the exclusive property Of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC Any use, duplication, or trans e e p y p g I. II _ .. -.... ._ ... _,.. ... .. ., ._... Ih._...._.. , ......1........- _. L_ .-... .._ ......._ ..... .._.._ ....�.._ ll�ll�_.Il�ll� II .L_,_. _ _ _ . __ _ HI NT. TO EXT. SHEATHING 2x4 NAILER W/ (2) SHEATHING CO x4 BLOCKS 2 16d W 2x BRG WALL W/ 2x BRG WALL W/ _ 2 , ( ) ti 10d NAILS 16 O.C. 2nd STORY WALL F- TOP N P2 TOP & � �, 2x8 MIN. SPF #2 16 ATTACH PER NAILING @ NAILS @EACH END. SIMPSON SP2 @ O & SIMPSON S @ O 2x8 s MIN. SPF #2 16 EXT. FINISH PER @ x @ _ BOTTOM PLATE SP1 BASE. LSTA18 2 2x BASE PLATE w/ SP1 BASE. LSTA18 O.C. SEE FRAMING SCHEDULE BLOCK ADJACENT @ O @ O.C. MAX U.N.O: ARCHS ,� (U.N.O.) „ ATTACH PER NAILING OR MTS12 MAY 2 12d NAILS 12 OR MTS12 MAY BE PLAN FOR MORE INFO. 2x4 STUDS @ 16 O.C. BAYS @ EACH O @ t SCHEDULE USED BASE O.C. USE SIMPSON USED BASE. WHEN MSTAM24 EA. SIDE OF DIAGONAL AS SHOWN. 2x4 BLOCKING ,, , E STUD T WALL FASTEN ROOF - - --- - EXTERIOR SHEATHING MTS12 OR LSTA18 TO WALL IS CONT. BRG ON ASU 0 1/2 GYP. BOARD , BETWEEN STUDS W/ ATTACH PER NAILING INC BELOW.. TRUSS STRAP STUDS BELOW W/ 9 10d SHEATHING TO 'I BLOCK S A O SHEATHING PER 2x BLOCKING W/ (2) 12d �� (2) 12d TOE NAILS SCHEDULE NOT REQ'D IF STUD IS w/ LSTA18 16 O.C. NAILS AND (5) 1/4 x2 BLOCKS W/ 8d NAILS @ EACH END @ ; DETAIL WF10/D4 EACH END „ TOENAILS C CONNECTED w/ MTS12 TO TRUSS BELOW) 3/4 TAPCONS PER , SIMPSON H10A @ OR LSTA18 „ STRAP, CENTER SEE LD02/SD4 FOR EACH DIAGONAL 2x BASE PLATE W/ 2 3/4 FLOOR SHEATHING 6 O.C. 12d NAILS12" O.C. ATTACHED PER STRAP BETWEEN MORE INFO. BRACE @ 12 MASONRY WALL AND 5 16d NAILS BRACE 2x BLOCKING W/ (2) d NAILING SCHEDULE O Z FRAME WALL TO BLOCKING 3/4" FLOOR SHEATHING TOENAILS EACH END O FLOOR TRUSS PER ATTACHED PER -'`-_-- ALL THREAD ROD -'- (2) 2x4 #2 SYP PLAN 2x8 #2 SYP P.T. SILL ATTACH SHEATHING 2x4 BLOCKING --�,,, F- NAILING SCHEDULE PLATE w/ 1/2" EPDXY TO BOTTOM PLATE BETWEEN STUDS W/ @ 48 O.C., SEE PROVIDE 2x4 BRACE p. 2 2x4 #2 SYP BLOCKING w/ SIMPSON FOUNDATION DETAILS O - ANCHOR BOLT OR W/ (1) ROW 8d NAILS (2) 12d TOE NAILS TO EACH ADJACENT BLOCKING w/ SIMPSON HUC24 2 EACH END, FOR CONNECTION @ — O DIAGONAL, FASTEN _ USE (4) 10d & (2) 10d J -BOLT W/ MIN. 7 � @ 3 O.C. EACH END REQUIRED BASE � • V HUC24 2 EACH END, NAILS. UNDER EMBED. @ 32 O.C. & 3 AT ALL SHEATHING TO DIAGONAL W/ (2) (n USE (4) 10d & (2) 10d SEE PLAN SEE PLAN WINDOW JAMBS ONLY FROM EA.END SHEATHING TO PANEL EDGES1 0 16d NAILS W NAILS. UNDER PERPENDICULAR TO 2x4 BOTTOM PLATE, 0 4 OVERLAP 'BOTTOM CONNECT TO DOUBLE WINDOW JAMBS USE „; r PLATE 1 1/4" MIN. VERTICAL WALL ". IF SHEATHING IS NOT TRUSSES PER PLAN 2 2x6 w/ HUC26-2. SEE ARCHS FOR (MIN.) TOP PLATE W/ 16d O LOW ROOF TRUSS SEE FRAMING MEMBERS CONTINUOUS TO BASE „ LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR FURRING AND 1x PT NAILER AS REQ'D ° < PLATE SP8 TOP AND NAILS @ 6 O.C. O.S.B. TO OVERLAP CONNECTIONS IF INTERIOR FINISH BOTTOM ARE REQ'D BOTTOM PLATE 1 1/4" TRUSS PLAN FOR PLAN ( e WALL BRACING @ 48 CONNECTIONS TRUSS IS CONT. BRG CONT. #5 IN TIE BEAM (MIN.) O.C. MAX. 45° FROM MASONRY SHOWN ON MASONRY USE MASONRY SHOWN a C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE 2x LEDGER TO UPPER HORIZONTAL 10) (SHOWN) (SHOWN) MASONRY WALL PER META16 @ 24"' O.C. OR OR WOOD WALL PER t EXT. FINISH PER FLOOR WALL W/ BRACE NOT REQUIRED OR WOOD WALL PER PLAN „ W PLAN ON WOOD USE HGA PLAN ARCHS 6 FROM EAVES. CLIPS 24" O.C. 2x BEARING WALL 1/4 X 3.1/2 SIMPSON @ ) WITH ROOF LOAD SDS SCREW @ 16 O.C. 1 CI! � I BRACING 2 STORY FRAME WALL 11 S1 SECTION RAISED HEEL TRUSS S1 SECTION COMBO TRUSS fiFll)'�WALL SPLICE DETAILS fiF1'�SECTION @OPEN TO ABOVE AF�l @ O `1,11 1►1,�, 1-1/2"=1'-0„ 1"=1'-0" 1„=1'LO -0 z `v` '� W cO 1/2"=V-0” 1/2"=1'-0" (f ° Ow co 0) Z HANGER BY OTHERS EXTERIOR SHEATHING 2x8 #2 SPF MIN STUDS Co w 4 V FROM TOP OF WALL C W ~ ¢ O Z = (D @ 16 O.C. PER PLAN (2) 2x SPF TOP Dora •u �,. "' (2) 2x SYP #2 COLLIN ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGE FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4") 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS LEDGER AT GIRDER D03 LEDGER @ OPEN TO BELOW REQ'D FROM STUDS TO 2x BLOCKING w/ (2) 12d 3/4"=1'-0", TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW TO BOTTOM OF SILL PLATES U.N.O. PRE ENGINEERED EXTERIOR SHEATHING ROOF LINE TRUSSES ARE PLATE ATTACH PER FROM TOP OF WALL TRUSSES @ 24" O.C. PARALLEL TO WALL TRUSS PER PLAN _ TO BOTTOM OF SILLROOF NAILING SCHEDULE SHEATHING MAX. PER PLAN PLATE ATTACH PER 2x4 CONT. W/ (2) 12d SYSTEM. BELOW ATTACHED PER ROOF SHEATHING NAILING SCHEDULE NAILS TO EACH STUD 12 NAILING SCHEDULE i ISIMPSON H2.5 EA. ) ATTACH PER NAILING PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND PLYWOOD FLOORING � 1 SCHEDULE 2x4 CONT. W/ (2) 12d 1 1 SCHEDULE TRUSS � NAILS TO EACH STUD TRUSS FINISH i I I PRE-ENGINEERED 1 I PRE-ENGINEERED I 1 TRUSS PER PLAN 2x8 #2 SYP P.T. SILL SEE PLAN FOR TRUSS ANCHOR (SEE I 2x6 #2 SYP CONT. I L---- " PLATE W/ Y2 EPDXY. 1 i 1 PLAN) & MORE INFO 1 1, , „ LEDGER W/ (2) Y4 x3-1/2 ANCHOR OR J -BOLT @ I 1 i BELOW SDS WOOD SCREWS @ 32 O.C. W/MIN. 7 „ SHEATHING 16 O.C. MAX. & 3 EMBEDMENT & 6" .ROOF ATTACHED PER FROM EA. END -USE FROM EACH END NAILING SCHEDULE (3) SCREWS FOR 24" I SIMPSON LUS26. USE i RECESS LEDGER INTO O.C.- LUS26 2 FOR 2PLY. B 1 1 ITRUSS. VERIFY W/ I TRUSS, 2 2x TOP PLATE O O.H. TRUSS SHOP PER ELEV. LEDGER PER PLAN IDRAWINGS L� 2x8 SYP #2 LEDGER W/ (2) 2x HEADER SEE 2x #2 SPF STUDS @ 16" MIN. (4) 16d NAILS TO MASONRY WALL PER PLAN FOR MORE INFO O.C. w/ EXT. SHEATHING EACH STUD (AT EACH PLAN & CONNECTIONS FROM TOP OF WALL TO PLATE p OPT.TR USS RECESS LEDGER RECESS OF G.T. USE (4) BOTTOM OF TRUSS/ . 1 16d NAILS) D i I GIRDER SEE PLAN FOR PRE-ENGINEERED FLOOR SYSTEM KNEEWALL OR BEAM 1 i - WINDOW ATTACHMENT i INFO. IF WALL 1 1 WINDOW SEE PLAN SHEATHING ISN'T CONT. 1 i i 1 2x STUDS SEE PLAN STUDS ABOVE ARE TO ALIGN W/ STUDS BELOW 1 i i i i 1 FOR LOCATION LSTA18 STRAPS ARE 1 LEDGER AT GIRDER D03 LEDGER @ OPEN TO BELOW REQ'D FROM STUDS TO 2x BLOCKING w/ (2) 12d Q 2 '//f/111111111 U_ as V o O rn • O Oks, p UC) r W O z W U 0 0 z_ O il,y 4 V d z �y g o ._ p Q I I M VJ z o � LU O •� z w F- 0 O N Doti W • i SEE FOUND. PLAN FOR FTG. REQ. i i i �' Jz (Nj 2x6 #2 SYP CONT. o F-- O LEDGER W/ (2) Wx3 I I SIMPSON LUS26. USE 4 . FLOOR TRUSS, SEE FLOOR GIRDER SEE 1/2" THREADED ROD SEE BEARING AT OPENING LARGER THAN 4-2 ATTACH TOP RECESS LEDGER INTO SDS WOOD SCREWS CESSLUS26-2 FOR 2PLY FRAMING PLAN FOR A C 16" O.C.. MAX. & 3" PLAN FOR O SCHEDULE ON FLOOR PLANS FOR Q PLATE TO HEADER WITH LSTA12 BENT OVER W CONNECTION DETAIL TRUSS. VERIFY W/ TRUSS DIRECTION AND CONNECTION MORE INFO MAX 6" FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d FROM EA. END - USE (3) I W TRUSS SHOP SEE TRUSS LAYOUT NAILS INTO HEADER DRAWINGS SCREWS FOR 24 O.C. 2x8 SYP #2 LEDGER W/ FOR TRUSS LOCATION IF PORTIONS OF THIS WALL _ MIN. 4) 16d NAILS TO &CONNECTION INFO SEE CHART FOR. REQUIRED JACKS / IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. ( MASONRY WALL PER B KINGS # OF STUDS TO MATCH D FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER EA. TRUSS, 24" O.C. PLAN � O � Tp �+�+ �+ MAX. (AT EA. SIDE OF BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO OPT. TRUSS RECESS LEDGER G.T. USE (4) 16d NAILS) BOTTOM OF FLOOR SYSTEM' 0 IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY E UNDER 2ND STORY COLUMNS, PROVIDE SOLID BLOCKING WITHIN. FLOOR SYSTEM fiF1'kTYPICAL CONNECTION GIRDER OR BEAM F1 2 STORY INTERIOR BEARING WALL UNDER 2ND STORY COLUMN LOCATION.LEDGER @LOW ROOF.@ 3/4"=1'-0" 3/4"=V-0" -0 1 -1-0 CDQ 11 rh Z o in Z OJJ TaW , �o � LO 0 0000 N V F" m W J Z O W J cso �-; O O �a a CL, l-- I-- STRUCTURAL ENG: CFG / BAD DRAFTING: b STRUCT: AML QC CHECK: CC JOB No. TM - 21.70329 SCALE: AS INDICATED DATE: 02/19/2017 SD6 6 • strictly prohibited. i F WMR &ASSOCIATES LLC An use duplication, or transfer of these documents without the expressed, written consent of MONTA .CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is st y p _ COPYRIGHT MCD 2014: The information contained in this document Is copyrighted and is the exclusive property of MONTH CONSULTING &DES GN, 0 y p p 3/4"=1'-0", TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW GIRDER BELOW SEE LD02/SD4 FOR MORE INFO IF PLATES U.N.O. EXTERIOR SHEATHING ROOF LINE TRUSSES ARE FROM TOP OF WALL 2x BASE PLATE W/ 12d PARALLEL TO WALL TO BOTTOM OF SILLROOF @ 24 O.C. TO FLOOR SHEATHING (2) 2x HEADER SEE FLOOR PLAN PLATE ATTACH PER 2x4 CONT. W/ (2) 12d SYSTEM. BELOW ATTACHED PER NAILING SCHEDULE NAILS TO EACH STUD NAILING SCHEDULE i _. ROOF SHEATHING 2nd STORY WALL PER PLYWOOD FLOORING � 1 ATTACH PER NAILING PLAN ISIMPSON H25 EA. ( SEE FLOOR FRAMING PLAN FOR MORE INFO 1 1 SCHEDULE � TRUSS i 1 I PRE-ENGINEERED I 1 TRUSS PER PLAN SEE PLAN FOR � TRUSS DIRECTION L---- 2x STUDS SEE PLAN STUDS ABOVE ARE TO ALIGN W/STUDS 1 i 1 & MORE INFO 1 Q 2 '//f/111111111 U_ as V o O rn • O Oks, p UC) r W O z W U 0 0 z_ O il,y 4 V d z �y g o ._ p Q I I M VJ z o � LU O •� z w F- 0 O N Doti W • i SEE FOUND. PLAN FOR FTG. REQ. i i i �' Jz (Nj 2x6 #2 SYP CONT. o F-- O LEDGER W/ (2) Wx3 I I SIMPSON LUS26. USE 4 . FLOOR TRUSS, SEE FLOOR GIRDER SEE 1/2" THREADED ROD SEE BEARING AT OPENING LARGER THAN 4-2 ATTACH TOP RECESS LEDGER INTO SDS WOOD SCREWS CESSLUS26-2 FOR 2PLY FRAMING PLAN FOR A C 16" O.C.. MAX. & 3" PLAN FOR O SCHEDULE ON FLOOR PLANS FOR Q PLATE TO HEADER WITH LSTA12 BENT OVER W CONNECTION DETAIL TRUSS. VERIFY W/ TRUSS DIRECTION AND CONNECTION MORE INFO MAX 6" FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d FROM EA. END - USE (3) I W TRUSS SHOP SEE TRUSS LAYOUT NAILS INTO HEADER DRAWINGS SCREWS FOR 24 O.C. 2x8 SYP #2 LEDGER W/ FOR TRUSS LOCATION IF PORTIONS OF THIS WALL _ MIN. 4) 16d NAILS TO &CONNECTION INFO SEE CHART FOR. REQUIRED JACKS / IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. ( MASONRY WALL PER B KINGS # OF STUDS TO MATCH D FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER EA. TRUSS, 24" O.C. PLAN � O � Tp �+�+ �+ MAX. (AT EA. SIDE OF BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO OPT. TRUSS RECESS LEDGER G.T. USE (4) 16d NAILS) BOTTOM OF FLOOR SYSTEM' 0 IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY E UNDER 2ND STORY COLUMNS, PROVIDE SOLID BLOCKING WITHIN. FLOOR SYSTEM fiF1'kTYPICAL CONNECTION GIRDER OR BEAM F1 2 STORY INTERIOR BEARING WALL UNDER 2ND STORY COLUMN LOCATION.LEDGER @LOW ROOF.@ 3/4"=1'-0" 3/4"=V-0" -0 1 -1-0 CDQ 11 rh Z o in Z OJJ TaW , �o � LO 0 0000 N V F" m W J Z O W J cso �-; O O �a a CL, l-- I-- STRUCTURAL ENG: CFG / BAD DRAFTING: b STRUCT: AML QC CHECK: CC JOB No. TM - 21.70329 SCALE: AS INDICATED DATE: 02/19/2017 SD6 6 • strictly prohibited. i F WMR &ASSOCIATES LLC An use duplication, or transfer of these documents without the expressed, written consent of MONTA .CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is st y p _ COPYRIGHT MCD 2014: The information contained in this document Is copyrighted and is the exclusive property of MONTH CONSULTING &DES GN, 0 y p p PLATES U.N.O. 1 (2) 2x HEADER SEE FLOOR PLAN i FOR MORE INFO 1 1 1 1 i 1 I 1 1 i 1 1 i 1 2x STUDS SEE PLAN STUDS ABOVE ARE TO ALIGN W/STUDS 1 i 1 1 1 i BELOW i 1 1 1 i 1 B 1 1 1 2x SPF BASE i PLATE 1 E D i I i I PRE-ENGINEERED FLOOR SYSTEM KNEEWALL OR BEAM 1 i i (2) 2x SPF TOP PLATES U.N.O. 1 1 1 1 1 i i 1 2x STUDS SEE PLAN STUDS ABOVE ARE TO ALIGN W/ STUDS BELOW 1 i i i i 1 (2) 2x HEADER SEE FLOOR PLAN FOR MORE INFO i i i i B 1 i 1Olei 1 i l i 1 2x P.T. BASE PLATE SEE BEARING SCHED. FOR A.B. INFO 1 1 1 q 1 Q 2 '//f/111111111 U_ as V o O rn • O Oks, p UC) r W O z W U 0 0 z_ O il,y 4 V d z �y g o ._ p Q I I M VJ z o � LU O •� z w F- 0 O N Doti W • i SEE FOUND. PLAN FOR FTG. REQ. i i i �' Jz (Nj 2x6 #2 SYP CONT. o F-- O LEDGER W/ (2) Wx3 I I SIMPSON LUS26. USE 4 . FLOOR TRUSS, SEE FLOOR GIRDER SEE 1/2" THREADED ROD SEE BEARING AT OPENING LARGER THAN 4-2 ATTACH TOP RECESS LEDGER INTO SDS WOOD SCREWS CESSLUS26-2 FOR 2PLY FRAMING PLAN FOR A C 16" O.C.. MAX. & 3" PLAN FOR O SCHEDULE ON FLOOR PLANS FOR Q PLATE TO HEADER WITH LSTA12 BENT OVER W CONNECTION DETAIL TRUSS. VERIFY W/ TRUSS DIRECTION AND CONNECTION MORE INFO MAX 6" FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d FROM EA. END - USE (3) I W TRUSS SHOP SEE TRUSS LAYOUT NAILS INTO HEADER DRAWINGS SCREWS FOR 24 O.C. 2x8 SYP #2 LEDGER W/ FOR TRUSS LOCATION IF PORTIONS OF THIS WALL _ MIN. 4) 16d NAILS TO &CONNECTION INFO SEE CHART FOR. REQUIRED JACKS / IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. ( MASONRY WALL PER B KINGS # OF STUDS TO MATCH D FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER EA. TRUSS, 24" O.C. PLAN � O � Tp �+�+ �+ MAX. (AT EA. SIDE OF BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO OPT. TRUSS RECESS LEDGER G.T. USE (4) 16d NAILS) BOTTOM OF FLOOR SYSTEM' 0 IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY E UNDER 2ND STORY COLUMNS, PROVIDE SOLID BLOCKING WITHIN. FLOOR SYSTEM fiF1'kTYPICAL CONNECTION GIRDER OR BEAM F1 2 STORY INTERIOR BEARING WALL UNDER 2ND STORY COLUMN LOCATION.LEDGER @LOW ROOF.@ 3/4"=1'-0" 3/4"=V-0" -0 1 -1-0 CDQ 11 rh Z o in Z OJJ TaW , �o � LO 0 0000 N V F" m W J Z O W J cso �-; O O �a a CL, l-- I-- STRUCTURAL ENG: CFG / BAD DRAFTING: b STRUCT: AML QC CHECK: CC JOB No. TM - 21.70329 SCALE: AS INDICATED DATE: 02/19/2017 SD6 6 • strictly prohibited. i F WMR &ASSOCIATES LLC An use duplication, or transfer of these documents without the expressed, written consent of MONTA .CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is st y p _ COPYRIGHT MCD 2014: The information contained in this document Is copyrighted and is the exclusive property of MONTH CONSULTING &DES GN, 0 y p p H11] .......__� -. _._ . _ _i_._�.i. .-,.,.. . , u _.... �__- l � 1.61... _� I STANDARD (3)2X12 MIN. (3) 2x SYP #2 STRINGERS W/ W STUDS REQ'D @ END SIMPSON A34 CLIP TO (-- Q OF LANDING W/ MIN. (6) FLOOR SYSTEM 0 16d NAILS FROM LEDGER TO STUD 10 PACK LINE UP 2xJOIST IN LINE WITH MIDDLE STANDARD (3) 2X12 2x12 STRINGER TO BE STRINGERS W/ UTILIZED AS BLOCKING SIMPSON A35 / A34 Z CLIP TO FLOOR Q SYSTEM &LANDING 2xJOISTS @ LANDING F-- FRAMING 16"O.C. W/ SIMPSON a_ z @ - A35 OR LUS26 HANGER ry o. z ON EACH SIDE U �g W _ U_ w go �r = 6 MIN. 0 10 2 EA PER 2xJOIST P.T. IF O2xB M SCHEDULE REQ'D 4-0 MAX ATTACHING TO - W END OF LANDING FOR WIDTH OF LAN NG MASONRY WALL) CONT _ STRINGERS TO MID SPAN BLOCKING LEDGER w/ (3) 16d — ? CONNECT TO. BEAM TO MATCH JOIST NAILS @ 16 O.C. MAX. ""' 11 TO BEAR DIRECTLY ON DEPTH W/ (3) 10d TO EACH STUD. ((2) 1/4 z `e /'e LID BUILT UP COLUMNS x 3 1/2" TITENS 16" `�� �, �e 'mow r TOENAILS EACH END @ ®` d, ....•.•® i� CO BELOW O.C. MAX. FOR cfl co`a�•P+"' •"p O Q-00 MASONRY WALL c' 10 MIN.' :✓G ,A;J A -A PLAN VIEW 90 DEGREE TURN LANDING > .� �� .'. N 2` ' —1 cn z SEE SCHEDULE FOR MAX WIDTH OF LANDING w r. 0) • L) o Q r� .. �••� z vw MIN. (3) 2x SYP #2 '� c ' B •"�® • �`� STUDS REQ'D @ END V ®7�' e"• •..•• ®�• Z of_0 OF LANDING W/ MIN. (6) 3/4" PLYWOOD OR OSB ion'' * `® 0 SEE PLAN FOR DEPTH SHEATHING OVER '/' `� J 16d NAILS FROM /UI111i11eeee �- LED ER TO STUD OF LANDING LANDING ATTACHED DETAIL G STAIR WINDER PACK PER GENERAL FLOOR CONSTRUCTION -m NOTES `�... MID SPAN BLOCKING � O TO MATCH JOIST PLYWOOD SHEATHING o -�, DEPTH W/ 3 '10d 2xJOIST LEDGER (P.T OVER LANDING v� O 04 x w o�� STANDARD 3 2X12 TOENAILS EACH END IF ATTACHING TO ATTACHED PER o /�•� O I b�} m SYP #2 STRINGERS W/ MASONRY WALL) GENERAL FLOOR F-1 < SIMPSON A34 / A35 CONSTRUCTION \ ? NOTES p" o CLIP TO FLOOR 0 16" O.C. O z SYSTEM & LANDING O z O MAX M FRAMING U_ BEAM END OF F-�-�1 a Q LANDING PER co O Q = SCHEDULE w o H Ihti�a ,.,,,ii tiS U LU cn SEE PLAN FOR MASONRY WALL OR 0� WOOD WALL SIMPSON A35 z Ica B CONNECTIONS B MASONRY WALL OR FRAME WALL BEYOND (2) 2x BEAM PER 2x JOIST (P.T. IF SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO . Z END OF LANDING FOR SCHEDULE @ LANDING MASONRY WALL) CONTR p o CD B STRINGERS TO @ 16"O.C. W/ SIMPSON LEDGER w/(3) 16d -B CROSS SECTION OFF BEAM TO LEDGER CONNECT TO. BEAM A35 OR LUS26 HANGER NAILS @ 16" O.C. MAX. J TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) 1/4" BUILT UP COLUMNS x 3 1/2" TITENS @ 16'` ..... BELOW O.C. MAX. FOR a .STRINGERS TO BE Z � P:p A -A PLAN VIEW 180 DEGREE TURN LANDING MASONRY WALL) NOTCHED AT LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING GZ (3) 16d TOENAILS Z ¢ a O BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM A35 @ EA. STRINGER MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) TO LANDING (3) 2x12 2x8 8'-0" SEE ARCHS. FOR MAX. 2x6 6'-0" 12'-0" (1) 2x12 (1) 2x8 RISE OF STEPS AND 4'-0" (3) 2x12 MIN. TREAD DEPTH 8'-0" ' 11'-01 3/4" O.S.B. W/ 8d NAILS 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 @ 3" O.C. TOP AND (3) 2x12 2x8 BOTTOM CHORD 10'-0" (2)2x12 2x6 " 6'-0 -JOIST PER FRAMING 2x6 4'-0" PLAN W/ SQUASH 2x12 9'-0" (2) 2x12 2x8 BLOCK OR 91-011 (1) 2x12 (1) 2x8 2x6 5'-0 " BEAM/FLOOR TRUSS (3) 2x12 2x8 9'-0" PER PLAN 2x8 7'-0" 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" PENDING LANDING (3) 2x12 2x12 9'-0" (2) 2x12 HEIGHT AND PLAN 7'-0" 7'-0" (1) 2x12 (1) 2x8 2x6 LAYOUT. HEADER 6'4" (2) 2x12 2x8 WITHIN SUPPORT (1) 2x12 (1) 2x8 2x6 5'-0 " WALL COULD BE (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 REQUIRED. SEE PLAN" 6'-0" FOR REQUIRED 2x12 STRINGERS ONE HEADER AND ON EACH S IDE AND SUPPORT ONE @ MID -SPAN {••� A LNFORMATION. A34 @ EA. STRINGER TO LANDING 2x ATTACHED TO I I 2x JOIST (P.T. IF STRINGER I I I ATTACHING TO I I I I MASONRY WALL) CONT LEDGER w/ (3) 16d 2x12 STRINGERS ONE I I I I NAILS @ 16" O.C. MAX. ON EACH SIDE AND I I I I TO EACH STUD. ((2) 1/4" ONE @ MID -SPAN I I (( x 3 1/2" TITENS @ 16" O.C. MAX. FOR I I I / (2) 2X BEAM PER MASONRY WALL) A35 CONNECTION I I I I SCHEDULE @ END OF LANDING FOR STRINGERS TO WOOD OR MASONRY 2X8 P.T. SPF #2 (MIN.) CONNECT TO, BEAM WALL SEE PLAN FOR LET -IN FASTEN TO TO BEAR DIRECTLY ON MORE INFO SLAB USING MIN. (4) 4' BUILT UP COLUMN 2x JOIST PER X 3" EVENLY SPACED BELOW. SCHEDULE TAPCONS @ MIN. END MIN. (3) 2x4 SPF #2 DISTANCE OF 1-1/2" COLUMN HEIGHT OF LANDING BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING (3) 2x12 2x8 8'-0" (2) 2x12 2x6 6'-0" 12'-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 8'-0" ' 11'-01 (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 41.01' (3) 2x12 2x8 8'-0" 10'-0" (2)2x12 2x6 " 6'-0 (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x12 9'-0" (2) 2x12 2x8 T-0" 91-011 (1) 2x12 (1) 2x8 2x6 5'-0 " (3) 2x12 2x8 9'-0" (2) 2x12 2x8 7'-0" 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" 7'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 6'4" (2) 2x12 2x8 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0 " 5'-0" OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 2x6 6'-0" ��. o W ~� Z 3Yz o H O SEE ARCH PLAN I I 2x4 CONT. TOP PLATE to V r MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO STUDS W/ (2) 16d TOE W W 2x4 #2 SPF STUDS X X NAILS GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, �— @ 24" O.C. 2x4 SILL PLATE W/ 2 O 2x6 VERTICAL @ 6'-0" 2x4 #2 SPE STUDS @ SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF 10d NAILS @ 4 O.C. 24" . . W/ 2 12d AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND O.C. MIN. AND @ANY NOTCHED 2x6 I 0 C O , OPENING W/IN ( @ TOENAILS BOTTOM TABLE R301.5 (FBC 5TH EDITION) HANDRAIL VERTICAL LOCATIONS). mm NOTCH SILL PLATE KNEEWALL FOR VERTICAL NOTCH SILL AND PLYWOOD FLOORING TO ALLOW VERTICAL 2x L -BRACE W/ 12d TO SLIDE DOWN TO 2x6 VERTICAL AND NAILS @ 4" O.C.FACE OF TRUSS L -BRACE @ 6-0 O.C. & ANY OPENING 2x4 CONT. TOP PLATE (ATTACH TOP PLATE Z ATTACH 2x6 VERTICAL{0 TO STUDS W7 (2) 16d � I,n TO TRUSS W/ (3) Ya" x 3" 31/211 TOE NAILS Ie- ­DOUBLE TRUSS PARALLEL TO FLOOR SDS WOOD SCREWS V SECTION X -X N.T.S. EQUALLY Z N 2x4 #2 SPF STUDS Z — SPACED/CENTERED IN @ J 'J TR 2x4 CONT. TOP PLATE USS TO OUTSIDE 24" O.C. EVERY OTHER ., 2x4 CONT. TOP PLATE ATTACH TOP PLATE TO 3 " ATTACH TOP PLATE TO FACE OF TRUSS STUD TO BE .-, Q 'IW 1 0 TRUSS STUDS W/ (2) 16d TOE 3 I ATTACHED T U S � Q STUDS 2/ (2) 16d TOE 2 BELOW OTHERWISE � .NAILS NAILS_ I ( W) SEE ARCH PLAN 2x4 #2 SPF STUDS @ MAX._ �� I ATTACH W/ (2) 12d ` � � 4 0 ABOVE FLOOR TOENAILS @ ) ENILBOTTOM2 24" O.C. W/ (2) 12d I �.N TOENAILS BOTTOM 2x4 #2 SPF STUDS @_M 0 LL m X X I 2x4 SILL PLATE W/ (2) ...1 Z . SLICE CUT PLYWOOD 24" O.C. W/ (2) 12d NOTCH FLOOR W 0 FLOORING FOR STRAP TOENAILS BOTTOM SHEATHING TO 16d TOE NAIL EA. ..� -„� L1J W CONT. BRACE & 10d �- a 0 ACCOMMODATE 2x I O NAILS @ 4" O.C. TO Q _ 2x4 SILL PLATE W/(2) FLOOR'SHEATHING A CL 2x4 #2 SPF SILL PLATE NOTCH SILL AND ( 10d NAILS @ 4" O.C. _ W/ 2 10d NAILS @ 4" PLYWOOD FLOORING I NOTCHED @ 2x6 O.C. TO ALLOW VERTICAL VERTICAL LOCATIONS). ATTACH 2x4 TO TRUSS STRUCTURAL ENG: CFG / BAD T SLIDE DOWN TO / 2 x3 SDS O S 0 W O Ya DRAFTING. (2) SIMPSON LSTA24 FACE OF TRUSS I SCREWS EQUALLY STRAP 1 EA. SIDE OF SPACED & CENTERED STRUCT: AML 2x6 VERTICAL AND IN TRUSS W. STUD) EVERY 48" O.C. ATTACH 2x6 VERTICAL QC CHECK: CG L -BRACE @ 6 0 O.C. & TO TRUSS W/ 3 x 3 ANY OPENING JOB No. TM - 2170329 - — -- ----- ( ) 4 FLOOR BEAM CONDITION SDS WOOD SCREWS FLOOR BEAM SEE BASE PLATE PER FLOOR PLAN NOTE: PLAN EQUALLY ___.. E. SCAL AS INDICATED ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" SPACED/CENTERED INTRUSS SEE PLAN 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE DATE: 02/19/2017- 3. 1 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR FACE OF TRUSS STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL ,: rSTON3� HANDRAIL CONNECTION AT FLOOR TRUSSES m', GEN. STAIR AND LANDING FRAMING DETAILS (2) PLY BEAM TOGETHER USING (2) 12d NAILS AT 4 O.C. SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1'-0" N.T.S. 3/4"=11-011UNDER BEAMS LESS THAN 2x12) TING & DESIGN, OF WMR & ASSOCIATES LLC is strict)prohibited. Y I HT MCD 2014: The information contained in this document is and Is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSUL S , Y COP R Gp p Y