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HomeMy WebLinkAbout205 Big Spring Ter 15-1894 (new sfh) (a)GENERAL CON5TRUCTION NOTES: CHAPTERS AND SECTIONS REFER TO 2010 F,B,C. RE511DENTIAL CODE NOTE: ANY DIMENSIONS AND/OR CALLOUTS WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIXES OR WALL THICKNESSES ARE TO BE CONSIDERED "NOMINAL DIMEN61ON511 LOT 100 THORNBROOKE 40 OCCUPANCY AND CON5TRUCTION TYPE: THIS UNIT HAS ANR3 OCCUPANCY AND BUILDING TYPE V- BCLASSIFICATION. CEILING CON5TRUCTION: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE 1 GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8 INGH (15.9 mm) TYPE "X” GYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION MANC.HF.q._TFR 2t3g FLFVATION R 5HALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 INCH (121 mm) GYPSUM BOARD OR E6111VA1 ENT EXTERIOR FIN15NE5: ° JOB NUMBER 25002.167 THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER 2010 F.B.C. RESIDENTIAL CODE 8103.6.1 AND ASTM C;926. INSTALLATION OF CAD FILE NAME LOT 100 T8 GARAGE LEFT EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.C. RESIDENTIAL CODE R1031o.2 AND A5TM C 1063. PROVIDE BOND ISSUED 05-11-15 BREAK IN ACCORDANCE WITH 2010 F,B.C. RE51DENTIAL CODE R103b3 REVISED 5TUCCO CONTROL JOINT5: % , STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-06(1.11,4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE5 NOT MORE THAN 144 S.F. r AND DELINEATE AREAS NOT MORE THAT Imo 5F. FOR HORIZONTAL APPLICATIONS. D15TANCE BETWEEN CONTROL JOINTS 6HHALI_R 18 FT, IN ot01 � an �• i C`: TAYLOR MORRISON EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRIN *• °° !' DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS 6 CONTROL JOINTS. : U Y W �t EGRESS: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR THE WINDOW ® ° MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. �' ' `°"• FLASHING: I.FLASHING SHALL BE INSTALLED AT WALL AND, ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT'GUTTERS, T ALL CHANGES IN ROOF SLOPE OR I} THORNBROOK DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE ' COMMUNITY SPECIFIC WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS, THE FLASHING SHALL EXTEND TO THE SURFACE OF THE STANDARD SPECIFICATIONS REDRAW NOTES PLAN REVISIONS DRAWING -INDEX EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER (8103.8): WINDOW INSTALLATION: WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. DAVIS B EWS DESIGN GROVP COV 1 2A2 - GENERAL NOTES, INDEX, SPECIFICATIONS - SLAB INTERFACE PLAN - MAIN FLOOR PLAN NOTES - MAIN :FLOOR PLAN DIMENSIONS DWELLING f GARAGE OPENING5: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNESS, SOLID CORE (5L.) OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS. FLOOD ZONE REQUIREMENT5: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. ASPHALT SHINGLES (I� APPLICABLE) 1. WIND RESISTANCE OF ASPHALT SHINGLES- ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION RW5210 AND R9052.6.1. • X w 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF SLOPES LO C 0 rO 150 STATE. STREET EAST OLELS AP, MORMA 31*'n 813 .925. 1300 TEL 813 925 .1800 FAX WWWDAVISBEWS.00M T-ANiPA . >DENyER_ FST.1994 N� ,wcon � N d 6 >PJM FLOOR PLAN DIMENSIONS Y 1 4 I TY T 1 I ACCORDANCE COMPLYING WITH ASTM D 226, TYPE I OR TYPE 11, A5TM p 869, TYPE OR PE II OR ASM D 615 IS REQUIRED N CCORD NCE WITH SECTION 89052.1 `L a��• pp• J � 2C o co CHIMNEY HEIGHT REQUIREMENTS. WHEN STANDARD OR OPTIONAL WOOD BURNING FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WHERE IT LL� t C 41 1. ti f+ z-° 3B1 - EXTERIOR FIN15NE5: ° JOB NUMBER 25002.167 THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER 2010 F.B.C. RESIDENTIAL CODE 8103.6.1 AND ASTM C;926. INSTALLATION OF CAD FILE NAME LOT 100 T8 GARAGE LEFT EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.C. RESIDENTIAL CODE R1031o.2 AND A5TM C 1063. PROVIDE BOND ISSUED 05-11-15 BREAK IN ACCORDANCE WITH 2010 F,B.C. RE51DENTIAL CODE R103b3 REVISED 5TUCCO CONTROL JOINT5: % , STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-06(1.11,4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE5 NOT MORE THAN 144 S.F. r AND DELINEATE AREAS NOT MORE THAT Imo 5F. FOR HORIZONTAL APPLICATIONS. D15TANCE BETWEEN CONTROL JOINTS 6HHALI_R 18 FT, IN ot01 � an �• i C`: TAYLOR MORRISON EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRIN *• °° !' DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS 6 CONTROL JOINTS. : U Y W �t EGRESS: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR THE WINDOW ® ° MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. �' ' `°"• FLASHING: I.FLASHING SHALL BE INSTALLED AT WALL AND, ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT'GUTTERS, T ALL CHANGES IN ROOF SLOPE OR I} THORNBROOK DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE ' COMMUNITY SPECIFIC WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS, THE FLASHING SHALL EXTEND TO THE SURFACE OF THE STANDARD SPECIFICATIONS REDRAW NOTES PLAN REVISIONS DRAWING -INDEX EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER (8103.8): WINDOW INSTALLATION: WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. DAVIS B EWS DESIGN GROVP COV 1 2A2 - GENERAL NOTES, INDEX, SPECIFICATIONS - SLAB INTERFACE PLAN - MAIN FLOOR PLAN NOTES - MAIN :FLOOR PLAN DIMENSIONS DWELLING f GARAGE OPENING5: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNESS, SOLID CORE (5L.) OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS. FLOOD ZONE REQUIREMENT5: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. ASPHALT SHINGLES (I� APPLICABLE) 1. WIND RESISTANCE OF ASPHALT SHINGLES- ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION RW5210 AND R9052.6.1. 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF SLOPES 150 STATE. STREET EAST OLELS AP, MORMA 31*'n 813 .925. 1300 TEL 813 925 .1800 FAX WWWDAVISBEWS.00M T-ANiPA . >DENyER_ FST.1994 FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) UP TO FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT — 2B1 UPPER FLOOR PLAN NOTES 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) UP TO FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT � 2B2 -UPPER FLOOR PLAN DIMENSIONS Y 1 4 I TY T 1 I ACCORDANCE COMPLYING WITH ASTM D 226, TYPE I OR TYPE 11, A5TM p 869, TYPE OR PE II OR ASM D 615 IS REQUIRED N CCORD NCE WITH SECTION 89052.1 2C STAIR SECTION CHIMNEY HEIGHT REQUIREMENTS. WHEN STANDARD OR OPTIONAL WOOD BURNING FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WHERE IT Q -0 , EXTENDS THROUGH THE ROOF AND MUST BE 2 NIGHER THAN THE ROOF OR RIDGE THAT 1510 -0 AWAY OR CLOSES. 3B1 - FRONT ELEVATION 1 1 TUB AREAS AND SHOWER CEMENT, FI M NT A55 MAT GYPSUM OA (NO E GL DSII B Rp GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM CI288, CI325, OR CII18 AND INSTALLED - 3B2 :SIDE. AND REAR ELEVATIONS, ROOF PLAN,_ BER -CE , OR IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED A5 BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN AND BUILDING SECTION SHOWER AREAS. TERMITE PROTECTION: 0 3B3 DETAILS, , FLASHING DETAILS RA L 1. PENETRATION. PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATING CONCRETE 5LAB-ON-G DE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH _ , 4A - MAIN FLOOR ELECTRICAL PLAN AND BE SEALED WITHIN THE SLAB U51NG A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE, NO TERMITICIDES SHALL RE APPLIED INSIDE THE SLEEVE. 0 2. PROTECTION AGAINST D CAY AND TERMITES. CONDENSATE LINES, IRRIGATION/ SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF - 4B- UPPER FLOOR E L E CT RI CAL PLAN DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR 0N A ROOF A50VE ANOTHER ROOF: MECHANICAL AND HVAC: 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FUW15HEID BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS 0 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. V) 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION SERVICE REPAIR AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING I NSPECTEp, SERVICED, REPAIRED, OR RECORD COPY REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 0 Irv! 3, DUCTS IN THE GARAGE AND DUCT5 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 GARAGE, REVIEWED POR CODE COMPLIANCE oe 4. FOUNDATIONS AND SUPPORTS F08 OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN, CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY ■T 0 ' PLANS EXAMINER _ G�3±(- (r-" DATE BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM, THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3: 37 EXHAU5T FAN5 AND VENTING: (.OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. O SANFORD BUIL DINQ_D....TVI ION ' 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE ORTO ANOTHER DWELLING UNIT AND SHALL " 7 BE A PERMIT ISSUED SHALL BE CONSTRUED Q BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, O LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL OR OTHER AREAS IN51DE THE BUILDING, 3. DUCT LENGTH. THEMAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 25 FEET FROM THE DRYER LOCATION TO THE WALL OR CODE, NOR SHALL ISSUANCE OF A PERMIT PREVENT ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 25 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 THE BUILDING OFFICIAL FROM THEREAFTER REQ UIRING A CORRECTION OF ERRORS IN`PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE mm) FOR EACH 90 DEGREE (1.6 RAID) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE 5005TER FAN MANUFACTURER'S INSTALLATION Fmm >= INSTRUCTIONS WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEA THE WORDS TEST "THIS DRYER EXHAUSTSYSTEM 15 EQUIPPED WITH A REMOTELY LOCATEDB005TERFAN.COMPACTION REQUIRED 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA J Results to be Verified STANDARD. 550 IN FBG, at Slab Inspection •:.ATTENTION GENERAL CONTRACTOR /BUILDER: I55UANCE OF PLANS FROM TH15 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RE5PON5115ILITY TO REVIEW AND VERIFY ALL NOTES DIMENSIONS AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION: ANY DISCREPANCY OF ERROR IN NOTES, • DIMENSIONS OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION 2138 FO COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / VISIONS. ANY VISIONS 0 CHANES NOT AT TO THE CORRECTION OF ERRORS BEFORERLI RRE RE RE 8 CHANGES, RELATED E RRE ERR R THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE • PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTERS OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE, AA PAVER DRIVE / LEADWALK 352 1'-0" 21'-4" 4/A' /All X w Lo C U rtoo — c0 Z3 - 0 0M 4 W 6 w ,� Y-0`04" AS ,= �. >JM a LL Lm 8" 8" G.C. VERIFY ACRYLIC8.. 8 iPAD (SEE MECH r. 0 C8 rt ON LANAI ELEVATION CONTRACTOR IFOR I Z - L d O 0'-4" LOC.) -oA co �A '. L J cA .� 1191 211 8'I 811 3'-4 I6'-2° - RECE55 FOR POCKET 5LIDER IIco 4" P.V.C. I� M 3/4" P.V.C. CONDENSATION N DRAIN BY PLUMBER N N / ,1I \ �11,8. 6'-11" 5'-4" TILE SEAT SHOWER «� ABV. RECESS REFERENCE 2'-0" ELEVATION � � � 3/4° P.V.C. N ELEVATION - �` -- - - x - - - CONDENSATION �, O 0' 4" DRAIN BY PLUMBER IOPT. II OPT. 4" P.V.C. _ - LWASHER J L DRYER J AIR HANDLER 41-111 LINE5FROMSINK n, W/ pISP &I UPPER FLOOR 4'-6" 4'-8" 16'-3" 4'-1" PROVIDE WATER a 9 LINE FOR ICE MAKER ///X co \ 3/4 RECE55 CLOF FOR ENTRY DR. v II "' TO REF. .� 6, 50 GAL. ELEVATION " J W.H. O 0'-4" all 9'-0" 3' 51/2" 2'-91/2" 2'-1" 2'-8 8 3'-8" 5'-0" i ELEVATION a) i O 0'-4" PAVERS e 3'-0"x4'-0" CONC. PAD 3/4" RECE55 FOR 5ERV. DR i i N i ------C.J. ------ --------a----------- i ------C.J_--------- i _Zia a, i i i u� i i i i i i ELEVATION i i n, AA PAVER DRIVE / LEADWALK 352 1'-0" 21'-4" 4/A' /All G.C. VERIFY THAT DECO DRAIN SLAB INTERFACE PLAN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE SCALE: 1/4" = 17" ****** GARAGE LEFT X w Lo C U rtoo 0 J 0 0M 4 W 6 w ,= �. >JM a LL Lm 00 r. 0 C8 rt = 7¢dN « 0. fp Z - L d G.C. VERIFY THAT DECO DRAIN SLAB INTERFACE PLAN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE SCALE: 1/4" = 17" ****** GARAGE LEFT 150 STATE STREET EAST Lu M.C. OLDSMAR, FLORIDA 34677 x6-8 813.925.1300 TEL d 813. 925. 1800 FAX = W W W.DAVLSBEW&COM 2-4x6 8 M. BATH TANAPA nENVER BFD 9 -4 EST. 1994 -� CLG. o v 7CLG. � -1 OQ� OPENINGTEMP. GL. SNCL, Q TO UNDER ON 42" H. LOW WALL STAIRS SEE TUB/SHOWER IS H. TILE TILE SEAT SHOWER DETAILS HAN5EN x DRYER W BOX _ r_ IF 15H 1 VENT R/5 OPT.— —I I OPT, �LL CD o LWASHER J L DRYER J AIR HANDLER LML LINES FROM 9'-4" co UPPER FLOOR FLAT CLG. ri 2-8x6 8 th 9'-4" J CLG. 2-8x6.8 a z PWDR _ 9-4 6 p \\ I HATCHING LEGEND FLUSH FRAMEPINEAPPLE GROVE TO FURRING I MEDALLIONS OR DECORATIVE INSULATE WALL APPLIQUE 15Y BUI p �j� L �R _ ENTRY LINauLATE 9, A" PLT HT ABV. 13-0 x3-0 A/CI ©0TTOM T.O.M. PAD (SEE MECH. I CONTRACTOR I WINDOW SCHEDULE OF LINTEL g 4° WINDOW WIDTHS REFER TO SHEET 2A2 AT 84" A.FF, A.F. L _ _ J 21" FOR MAIN FLOOR 53" 5EE ELEVATION V-4" I BOTTOM OF LINTEL LANAI CALL /-AT 8'-0" A.F.F. 16'-0"x8'-0" 9'-4" PLT. HT: Ln i * EGRE55 G.C. VERIFY ACRYLIC (D 26" ON LANAI 12 5H 1/2 32 5H 22 5H MASTER SUITE Arr% 3'-10"x12'-10" 9 0x8 0 TEMP. PKT, SLIDE DESIGN GROVP FAMILY ROOM / 14'-6"x16'-0" 13 5u 1/2 33 5H 9'-4" FLAT CLG. od J DINING ROOM 0 14'-6"x10'-0" 14 5H 1/2 34 5H 9'-4" FLAT CLG. 34 5H 0 � ' o z 42" H. KNEE 0 15 5H COUNTERTOP WALL 25 5H 35 5H Z 12" 3: 16 5H o SINK I— — 36 5H 1 W/ pISP w uj WINI)OW 5IZE5 AN[) IN5TALLATION MAY VARY PER 0MANUFACTURE 5PECIFICATION5. o KITCHEN REFER TO FLOOR PLAN5 FOR 5TYLE OF WINE)OW 0 9'-4" FLAT CLG. GLA55- F.GJ G ui 0I 16 - INSULATE N•G WALL5 54"x22' ATTIC ACCE: k— L__1 2-8x6-8 SERV. DR GARAG CONE PAD 20'-0"x2i 9'-4" PL' O O LINE OF GARAGE DOOR IN OPEN P051TIO or ---------- o -' T Q I I � IN � I REFER TO SHEET 2A2 FOR MAIN FLOOR v 16-00.0 O.H. GARAGE DOOR PLAN DIMEN5ION6 [F AA 3A2 150 STATE STREET EAST Lu M.C. OLDSMAR, FLORIDA 34677 x6-8 813.925.1300 TEL d 813. 925. 1800 FAX = W W W.DAVLSBEW&COM 2-4x6 8 M. BATH TANAPA nENVER BFD 9 -4 EST. 1994 -� CLG. o v 7CLG. � -1 OQ� OPENINGTEMP. GL. SNCL, Q TO UNDER ON 42" H. LOW WALL STAIRS SEE TUB/SHOWER IS H. TILE TILE SEAT SHOWER DETAILS HAN5EN x DRYER W BOX _ r_ IF 15H 1 VENT R/5 OPT.— —I I OPT, �LL CD o LWASHER J L DRYER J AIR HANDLER LML LINES FROM 9'-4" co UPPER FLOOR FLAT CLG. ri 2-8x6 8 th 9'-4" J CLG. 2-8x6.8 a z PWDR _ 9-4 6 p \\ I HATCHING LEGEND FLUSH FRAMEPINEAPPLE GROVE TO FURRING I MEDALLIONS OR DECORATIVE INSULATE WALL APPLIQUE 15Y BUI p �j� L �R _ ENTRY LINauLATE 9, A" PLT HT ABV. 13-0 x3-0 A/CI TYPICAL MASONRY • x m w PAD (SEE MECH. I CONTRACTOR I WINDOW SCHEDULE C U Lo ro FOR Loc) ; WINDOW WIDTHS REFER TO SHEET 2A2 a � L _ _ J 21" FOR MAIN FLOOR 53" 5EE ELEVATION V-4" >JM PLAN DIMEN6ION5 CALL 3 - 26 5H. HD. AT 84" Ln * EGRE55 (D 26" 12 5H 1/2 32 5H 22 5H MASTER SUITE W 3'-10"x12'-10" '-4" FLAT CLG. DESIGN GROVP FLAT HEADER / AT 8'-0" 150 STATE STREET EAST Lu M.C. OLDSMAR, FLORIDA 34677 x6-8 813.925.1300 TEL d 813. 925. 1800 FAX = W W W.DAVLSBEW&COM 2-4x6 8 M. BATH TANAPA nENVER BFD 9 -4 EST. 1994 -� CLG. o v 7CLG. � -1 OQ� OPENINGTEMP. GL. SNCL, Q TO UNDER ON 42" H. LOW WALL STAIRS SEE TUB/SHOWER IS H. TILE TILE SEAT SHOWER DETAILS HAN5EN x DRYER W BOX _ r_ IF 15H 1 VENT R/5 OPT.— —I I OPT, �LL CD o LWASHER J L DRYER J AIR HANDLER LML LINES FROM 9'-4" co UPPER FLOOR FLAT CLG. ri 2-8x6 8 th 9'-4" J CLG. 2-8x6.8 a z PWDR _ 9-4 6 p \\ I HATCHING LEGEND FLUSH FRAMEPINEAPPLE GROVE TO FURRING I MEDALLIONS OR DECORATIVE INSULATE WALL APPLIQUE 15Y BUI p �j� L �R _ ENTRY LINauLATE 9, A" PLT HT ABV. TYPICAL MASONRY • x m w • JOB NUMBER 25002.167 WINDOW SCHEDULE C U Lo ro WINDOW WIDTHS 0 J N a � 20" 21" 31" 53" 5EE ELEVATION V-4" >JM WINDOW CALL -OUTS 0 O �G ~ J V O Ln OmCO (D 26" 12 5H 1/2 32 5H 22 5H 32 5H W m� I DAVIS BEWS DESIGN GROVP = 39" 13 5u 1/2 33 5H 23 5H 33 5H J 0 51" 14 5H 1/2 34 5H 24 5H 34 5H 0 � ' z 63" 0 15 5H I/2 35 5H 25 5H 35 5H Z 12" 3: 16 5H 1/2 36 5H 26 5H 36 5H G.C. VERIFY' MA50NRY OPENINGS FOR ALL WINDOW5, w uj WINI)OW 5IZE5 AN[) IN5TALLATION MAY VARY PER 0MANUFACTURE 5PECIFICATION5. REFER TO FLOOR PLAN5 FOR 5TYLE OF WINE)OW U5ED (51NGLE HUNG -5H, CA5EMENT- C5MT, OR FIXED GLA55- F.GJ 150 STATE STREET EAST Lu M.C. OLDSMAR, FLORIDA 34677 x6-8 813.925.1300 TEL d 813. 925. 1800 FAX = W W W.DAVLSBEW&COM 2-4x6 8 M. BATH TANAPA nENVER BFD 9 -4 EST. 1994 -� CLG. o v 7CLG. � -1 OQ� OPENINGTEMP. GL. SNCL, Q TO UNDER ON 42" H. LOW WALL STAIRS SEE TUB/SHOWER IS H. TILE TILE SEAT SHOWER DETAILS HAN5EN x DRYER W BOX _ r_ IF 15H 1 VENT R/5 OPT.— —I I OPT, �LL CD o LWASHER J L DRYER J AIR HANDLER LML LINES FROM 9'-4" co UPPER FLOOR FLAT CLG. ri 2-8x6 8 th 9'-4" J CLG. 2-8x6.8 a z PWDR _ 9-4 6 p \\ I HATCHING LEGEND FLUSH FRAMEPINEAPPLE GROVE TO FURRING I MEDALLIONS OR DECORATIVE INSULATE WALL APPLIQUE 15Y BUI p �j� L �R _ ENTRY LINauLATE 9, A" PLT HT ABV. • x m w • JOB NUMBER 25002.167 CAD FILE NAME LOT 100 TB C U Lo ro 0 J N a � do � �N`.,MMM ARCHED HEADER T.01, d . r 5EE ELEVATION V-4" >JM �. Lm C • 0 O �G ~ J V O Ln OmCO LLL Z N O m� I DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST Lu M.C. OLDSMAR, FLORIDA 34677 x6-8 813.925.1300 TEL d 813. 925. 1800 FAX = W W W.DAVLSBEW&COM 2-4x6 8 M. BATH TANAPA nENVER BFD 9 -4 EST. 1994 -� CLG. o v 7CLG. � -1 OQ� OPENINGTEMP. GL. SNCL, Q TO UNDER ON 42" H. LOW WALL STAIRS SEE TUB/SHOWER IS H. TILE TILE SEAT SHOWER DETAILS HAN5EN x DRYER W BOX _ r_ IF 15H 1 VENT R/5 OPT.— —I I OPT, �LL CD o LWASHER J L DRYER J AIR HANDLER LML LINES FROM 9'-4" co UPPER FLOOR FLAT CLG. ri 2-8x6 8 th 9'-4" J CLG. 2-8x6.8 a z PWDR _ 9-4 6 p \\ I HATCHING LEGEND FLUSH FRAMEPINEAPPLE GROVE TO FURRING I MEDALLIONS OR DECORATIVE INSULATE WALL APPLIQUE 15Y BUI p �j� L �R _ ENTRY LINauLATE 9, A" PLT HT ABV. • JOB NUMBER 25002.167 CAD FILE NAME LOT 100 TB ISSUED 05-11-15 a � REVIS i111f11�i/ ARCHED HEADER T.01, 5EE ELEVATION V-4" ARE a ® Ln Z Al DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST Lu M.C. OLDSMAR, FLORIDA 34677 x6-8 813.925.1300 TEL d 813. 925. 1800 FAX = W W W.DAVLSBEW&COM 2-4x6 8 M. BATH TANAPA nENVER BFD 9 -4 EST. 1994 -� CLG. o v 7CLG. � -1 OQ� OPENINGTEMP. GL. SNCL, Q TO UNDER ON 42" H. LOW WALL STAIRS SEE TUB/SHOWER IS H. TILE TILE SEAT SHOWER DETAILS HAN5EN x DRYER W BOX _ r_ IF 15H 1 VENT R/5 OPT.— —I I OPT, �LL CD o LWASHER J L DRYER J AIR HANDLER LML LINES FROM 9'-4" co UPPER FLOOR FLAT CLG. ri 2-8x6 8 th 9'-4" J CLG. 2-8x6.8 a z PWDR _ 9-4 6 p \\ I HATCHING LEGEND FLUSH FRAMEPINEAPPLE GROVE TO FURRING I MEDALLIONS OR DECORATIVE INSULATE WALL APPLIQUE 15Y BUI p �j� L �R _ ENTRY LINauLATE 9, A" PLT HT ABV. #151 MAIN FLOOR PLAN NOTES GARAGE LEFT v 1 C) C) ymm, O FolsomO 102138 *1 PAVERS � °u Ly —_-- _ a � ARCHED HEADER T.01, 5EE ELEVATION V-4" ARE #151 MAIN FLOOR PLAN NOTES GARAGE LEFT v 1 C) C) ymm, O FolsomO 102138 *1 MAIN FLOOR PLAN DIMENSIONS GARAGE LEFT V.011 144° I' 4" 13'-4" U TO O J hrn - - - .yam- _.� Cell doNn N00) act M 2 4) ` LoX10LL 0 0 roID � ~ all all LANAI $11 all V fJ L V 6J�p o�C0 e8.1 3�ELL=0N I 31-411 S'-2" MO. 8.. I 4'-2 12'-m° t0 o4 L�w z V 't eo co I FAMILY ROOM MASTER SUITE 15'-2" 1'-2" 214" 5'-0" v N -' M. BATH N DINING ROOM i I M � I 11-811 T-611 I 51-411I 61-011 zp UTIL KITCHEN �W„ _ 09 PWDR cl� V� i ('I'm ENTRY I L 1k GARAGE ,----- - - - - - - - - - - - - - --- I I _ I _ I � 16'-0" M.O. 2'-8" 1'-011 11.811 MAIN FLOOR PLAN DIMENSIONS GARAGE LEFT X ro U TO O J hrn doNn N00) act M 2 4) ` LoX10LL 0 0 roID � ~ 6J�p o�C0 3�ELL=0N t0 o4 L�w z V 't MAIN FLOOR PLAN DIMENSIONS GARAGE LEFT 2x L 2x4 CLG. 6l 4C 813. 925.1800 FAX Q WWW.DAVISBEW&COM TAMPA • DENVER. a TUB/ EST. 1994 I SHOWER PROVIDE V ti Q? I I PAN AND DRAIN BEDROOM5' i I A.H. UNDER A.H.u, L_ — J C) 12'-6"x10 –6„ 9'-0” FLAT CLG. I 42" H. 24�� H. A/C Q I LOW WALL PLATFORM TUB/ SHOWER 9'-0" CLG, BATH 3 2-6x6.8 = CLG. 0 0 GLG. � BEDROOM 3 I sx6 s CPT. TILE m 11'-0"x11'-2" 2 4x6 8 BFD. 9'-0" FLAT CLG. " a� `r 91.011 R/S 3050 SH.6L Hq. AT l' 8" R/5 Na i BEDROOM 4 ® 11 –n Yi -F �= vFRAMET FRAME I 3050 SH. x m WINDOW SCHEDULE WALL WALL I HD. AT T-8" 3050 SH. cemi o 2011 24" * EGRESS HD, AT T-8" 2 - 4050 S.N. WINDOW CALL -OUTS 0 o 20" 1518 F.G. 2018 FG. 3018 F.G. 4018 F.G. HD. AT T-8" L >-1; n ° �� • 2 24" 9 1820 F.G. 2020 F.C. 3020 F.G. 4020 F.G. • `®� , y J lLr�� DAVIS BEWS to z � N ,N r 0 . 1? `co ON BEDROOM 2 *+ o z��° Q 36 11'-10"x10'-4" 2030 5H 3030 5H 4030 5H 9'-0" FLAT CLG. BONUS ROOM Z 14'-10"x16'-4" 0 1840 5H 2040 5H 3040 5H 4040 5H �^l 9'-0" FLAT CLG. .9 0 60" 1850 5H 2050 5H 3050 5H 4050 5H 72" 660 5H 2060 5H 3060 5H Lu X 0 G.C. VERIFY MA5ONRY OPENINGS FOR ALL WINDOWS, UJI � WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER MANUFACTURE 5PECIFICATION5, 0 z 0 REFER TO FLOOR PLANS FOR 5TYLE OF WINDOW r 36 x22 � GLA55- F.G.J CLG. I ATTIC I L J BATH 2 (L ct� 2-6x6 8 _.--ACCE55 9 9' ,amu CLG. 6l 4C 813. 925.1800 FAX Q WWW.DAVISBEW&COM TAMPA • DENVER. a TUB/ EST. 1994 I SHOWER PROVIDE V ti Q? I I PAN AND DRAIN BEDROOM5' i I A.H. UNDER A.H.u, L_ — J C) 12'-6"x10 –6„ 9'-0” FLAT CLG. I 42" H. 24�� H. A/C Q I LOW WALL PLATFORM TUB/ SHOWER 9'-0" CLG, BATH 3 2-6x6.8 = CLG. 0 0 GLG. � BEDROOM 3 I sx6 s CPT. TILE m 11'-0"x11'-2" 2 4x6 8 BFD. 9'-0" FLAT CLG. " a� `r 91.011 R/S 3050 SH.6L Hq. AT l' 8" R/5 Na i BEDROOM 4 ® 11 –n Yi -F �= TYPICAL WOOD FRAME x m WINDOW SCHEDULE WINDOW WIDTHS ISSUEP,%%% 15 cemi o 2011 24" 3611 511 F� WINDOW CALL -OUTS 0 o 20" 1518 F.G. 2018 FG. 3018 F.G. 4018 F.G. W L >-1; n ° �� • 2 24" 9 1820 F.G. 2020 F.C. 3020 F.G. 4020 F.G. • `®� , y J lLr�� DAVIS BEWS to z � N ,N r 0 . 1? `co ON *+ o z��° Q 36 1530 5H 2030 5H 3030 5H 4030 5H Z 48" 0 1840 5H 2040 5H 3040 5H 4040 5H �^l z 60" 1850 5H 2050 5H 3050 5H 4050 5H 72" 660 5H 2060 5H 3060 5H 1 4060 5H 0 G.C. VERIFY MA5ONRY OPENINGS FOR ALL WINDOWS, UJI � WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER MANUFACTURE 5PECIFICATION5, 0 z 0 REFER TO FLOOR PLANS FOR 5TYLE OF WINDOW U5ED (51NGLE HUNG -51-1, CA5EMENT- C5MT, OR FIXED GLA55- F.G.J CLG. 6l 4C 813. 925.1800 FAX Q WWW.DAVISBEW&COM TAMPA • DENVER. a TUB/ EST. 1994 I SHOWER PROVIDE V ti Q? I I PAN AND DRAIN BEDROOM5' i I A.H. UNDER A.H.u, L_ — J C) 12'-6"x10 –6„ 9'-0” FLAT CLG. I 42" H. 24�� H. A/C Q I LOW WALL PLATFORM TUB/ SHOWER 9'-0" CLG, BATH 3 2-6x6.8 = CLG. 0 0 GLG. � BEDROOM 3 I sx6 s CPT. TILE m 11'-0"x11'-2" 2 4x6 8 BFD. 9'-0" FLAT CLG. " a� `r 91.011 R/S 3050 SH.6L Hq. AT l' 8" R/5 Na i BEDROOM 4 ® 11 –n Yi -F �= o x m CAD FILE NAME LOT 100 TB N Uro ISSUEP,%%% 15 cemi o � n 00 F� >= 0 o M L >-1; n ° �� • 00 �_ N J'oN 1 O:�Cp • `®� , y >E lLr�� DAVIS BEWS to z � N ,N r 0 . 1? `co ON *+ o z��° OLDSMAR;FLORIDA 34677 813 925 1300 TEL. CLG. 6l 4C 813. 925.1800 FAX Q WWW.DAVISBEW&COM TAMPA • DENVER. a TUB/ EST. 1994 I SHOWER PROVIDE V ti Q? I I PAN AND DRAIN BEDROOM5' i I A.H. UNDER A.H.u, L_ — J C) 12'-6"x10 –6„ 9'-0” FLAT CLG. I 42" H. 24�� H. A/C Q I LOW WALL PLATFORM TUB/ SHOWER 9'-0" CLG, BATH 3 2-6x6.8 = CLG. 0 0 GLG. � BEDROOM 3 I sx6 s CPT. TILE m 11'-0"x11'-2" 2 4x6 8 BFD. 9'-0" FLAT CLG. " a� `r 91.011 R/S 3050 SH.6L Hq. AT l' 8" R/5 Na i BEDROOM 4 ® 11 –n Yi -F �= o ` JOB NUMBER 25002.167 ` CAD FILE NAME LOT 100 TB ISSUEP,%%% 15 cemi 00 F� >= s to n ®, % WkCe , • `®� , y r DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR;FLORIDA 34677 813 925 1300 TEL. CLG. 6l 4C 813. 925.1800 FAX Q WWW.DAVISBEW&COM TAMPA • DENVER. a TUB/ EST. 1994 I SHOWER PROVIDE V ti Q? I I PAN AND DRAIN BEDROOM5' i I A.H. UNDER A.H.u, L_ — J C) 12'-6"x10 –6„ 9'-0” FLAT CLG. I 42" H. 24�� H. A/C Q I LOW WALL PLATFORM TUB/ SHOWER 9'-0" CLG, BATH 3 2-6x6.8 = CLG. 0 0 GLG. � BEDROOM 3 I sx6 s CPT. TILE m 11'-0"x11'-2" 2 4x6 8 BFD. 9'-0" FLAT CLG. " a� `r 91.011 R/S 3050 SH.6L Hq. AT l' 8" R/5 Na i BEDROOM 4 ® 11 –n Yi -F PLAN DIMENSIONS J "_iw�Nc ...� ANF D 3B2 18-1 UPPER FLOOR PLAN NOTES GARAGE LEFT �= o cemi 00 F� >= PLAN DIMENSIONS J "_iw�Nc ...� ANF D 3B2 18-1 UPPER FLOOR PLAN NOTES GARAGE LEFT vc SANS; D UPPER FLOOR PLAN DIMENSIONS GARAGE x ca w LO U to too 10AA60 N Cocom N M >'�J M L o�� = ~ 00 ro� 0tc0 3�E LL=ro� �++ N i m ) 0-20 4wP z LO vc SANS; D UPPER FLOOR PLAN DIMENSIONS GARAGE 42" N 36" N. CONTINUOUS LOW WALL GRASPABLE 7777 RAILING 3/4" PLYWD. BEAM DECKING—. LINE OF 6'-B" MIN, BEAM FLOOR / NEAP CLEARANCE FLOOR 5Y5TEM 5Y5TEM / am / 10.00 2x 5TRINGER5Lu 42 N. (TYP) F LOW WALL a -i I" N051NG tCZ I w cq (TYP.) LINE OF CO 5TORAGE I I DOOR IN m UNDER STAIR I I FOREGROUND 2x TREAD5 AND Ix R15ER5 (TYP.) V 11 TREADS AT 1000" EACH 71 PLAN DETAILS- 5CALIE: 1/4" - 1411 GARAGE LEFT u 0 C 0 V/ f. 00 E:too *+ to U To ON�MN n M >;JLL M ro= ti r �.0N LL= p m L. ro ^ zr�0 42" N 36" N. CONTINUOUS LOW WALL GRASPABLE 7777 RAILING 3/4" PLYWD. BEAM DECKING—. LINE OF 6'-B" MIN, BEAM FLOOR / NEAP CLEARANCE FLOOR 5Y5TEM 5Y5TEM / am / 10.00 2x 5TRINGER5Lu 42 N. (TYP) F LOW WALL a -i I" N051NG tCZ I w cq (TYP.) LINE OF CO 5TORAGE I I DOOR IN m UNDER STAIR I I FOREGROUND 2x TREAD5 AND Ix R15ER5 (TYP.) V 11 TREADS AT 1000" EACH 71 PLAN DETAILS- 5CALIE: 1/4" - 1411 GARAGE LEFT �c CLEAR OPENING NEIGPT6 �c IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR 5URFAGE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FIN15HED FLOOR PER F.B.C. 2010 RESIDENTIAL CODE 86122 WINDOW (FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C. 2010 RE51DENTIAL CODE R6123 11/2" THICK SAND FINI6H KEYSTONE (IF APPLICABLE) RAISED BAND FIN15H TEXTURED BANDING NOTE: THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER 2010 F.B.C. RESIDENTIAL CODE 8103.6.1 AND 3/4" A6TM 0926. INSTALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.C. RESIDENTIAL CODE 8103,62. AND A5TM G 1063, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" _ 1.0 + JOB NUMBER 25002.167 + CAD FILE NAME LOT 100 TB ISSUED 05-11-15 REV�T;e 1111114 ®® •+ mJC14 O •� farms 1 O + fl REFER To COVER SHEET GENERAL NOTES FOR ROOFING UNDERLAYMEN7 12 SHINGLE REQUIREMENTS FOR ROOF 6 % ROOF 76 PITCHES 4:12 AND UNDER * * * * * DAVIS BEWS DESIGN GROVP G.C. VERIFY ALUM. OVER 12 6 12 150 STATE STR.EBT EAST 2x6 5UB-FA5CIA 6D � SHINGLE OLDDWAR, FLORIDA 34677 (TYPICAL) ROOF 813.925.1300 Trim-' 0 FAX PLT. HT. PLT. HT, S1www AAV18BEW&COM TAMPA •DENVER 411BANDING EST. 1994 -- STUCCO 15TUCCO 4" BANDING FINISH FIN15H e � SHINGLE 1 12 LE 2 * r 6� Q6 ROOF co LSNI NGLE SECOND FF. LINE ROOF V-0" BANDING SECOND F.F. LINE — d TEXTURED T.011.FINISH T.O.M.- –� TEXTURED FINISH ---- loll BANDING—Z BANDING = 1 0 e _� ❑ ❑ ❑ ❑ ❑ ❑ ❑ LE 4" BANDING 0 9 1 Nt I"-8" W. x 3'-4" H, m D D❑ O D O R DECORATIVE FOAM4 r11000 z TEXTURED RI APPLIQUE BY BUILDER mQUIONSITYPJ D❑ TEXTURED QUION6 (TYP.) zMAIN FF. LINE _41L_ JLJ I El — — — MAIN F.F. LINE I © - I I V) COPYRIGPT 2014, TAYLOR MORR15ON GRADE LINE 4" BANDING (ASSUME[)) 0 FRONT ELEVATION SCALE: 1/4" : I'-0" 0 0 2138 • x �a V.. 0 N' NMMh 0 04 (y) ti.. >;Jcm `6 ���. 0 0 � J T O � LEN � Co t L N + o Z�Ld + JOB NUMBER 25002.167 + CAD FILE NAME LOT 100 TB ISSUED 05-11-15 REV�T;e 1111114 ®® •+ mJC14 O •� farms 1 O + fl REFER To COVER SHEET GENERAL NOTES FOR ROOFING UNDERLAYMEN7 12 SHINGLE REQUIREMENTS FOR ROOF 6 % ROOF 76 PITCHES 4:12 AND UNDER * * * * * DAVIS BEWS DESIGN GROVP G.C. VERIFY ALUM. OVER 12 6 12 150 STATE STR.EBT EAST 2x6 5UB-FA5CIA 6D � SHINGLE OLDDWAR, FLORIDA 34677 (TYPICAL) ROOF 813.925.1300 Trim-' 0 FAX PLT. HT. PLT. HT, S1www AAV18BEW&COM TAMPA •DENVER 411BANDING EST. 1994 -- STUCCO 15TUCCO 4" BANDING FINISH FIN15H e � SHINGLE 1 12 LE 2 * r 6� Q6 ROOF co LSNI NGLE SECOND FF. LINE ROOF V-0" BANDING SECOND F.F. LINE — d TEXTURED T.011.FINISH T.O.M.- –� TEXTURED FINISH ---- loll BANDING—Z BANDING = 1 0 e _� ❑ ❑ ❑ ❑ ❑ ❑ ❑ LE 4" BANDING 0 9 1 Nt I"-8" W. x 3'-4" H, m D D❑ O D O R DECORATIVE FOAM4 r11000 z TEXTURED RI APPLIQUE BY BUILDER mQUIONSITYPJ D❑ TEXTURED QUION6 (TYP.) zMAIN FF. LINE _41L_ JLJ I El — — — MAIN F.F. LINE I © - I I V) COPYRIGPT 2014, TAYLOR MORR15ON GRADE LINE 4" BANDING (ASSUME[)) 0 FRONT ELEVATION SCALE: 1/4" : I'-0" 0 0 2138 REFER TO COVER SHEET GENERAL NOTE5 FOR ROOFINGUNDERLAYMENT REQUIREMENTS FOR ROOF PITCHES 4:12 AND UNDER * * * * LANAI ROOF VENT REQUIREMENTS G.C. VERIFY THAT 30.12 5Q. IN. OF VENTILATION THROUGH UPPER 2/3 OF ROOF 15 ACQUIRED. 12 12 12 SHINGLE ro LSHINGLE 6 �f6 ROOF 12 ROOF VERIFANTIY OF ROOF VENTS 7 �6 REQUIRED, PER MANUFACTURER'S Y QUPLT. _ / PLT. HL _ _ - -PLT. NT: _ 5PECIFIGATION6 OF NET FREE STUCCO AREA PER VENT, FIN15H 5HINGLE /STUCCO «� ROOF I2 FINISH * * 12 - - - - - - - - - - _- 4� all LSHINGLE Q6 • SECOND FF. LINA 8" SECOND FF. LINE ROOF — _SECOND FF. LINE J08NUMBER 25002.167 OF VENTILATION THROUGH UPPER 2/3 OF ROOF 15 ACQUIRED. VERIFY QUANTIY OF ROOF VENTS REQUIRED, PER MANUFACTURER'S 5PECIFICATION6 OF NET FREE I AREA PER VENT, I I I I I I I I I I LU6 I ti� I SADDLE ------------- ---- I �e --------------- --- 6:12 I OLDSMWMORIDA 34677 813. 925. 1300 TEL J 813 925. 1800 FAX w y� I W W W 17AVLSBEWSCAM 11/2" THICK 6'12 >� 6'_12---r---------- SAND FIN15H 12 KEYSTONE 6� a6 (IF APPLICABLE) SHINGLE GARAGE ROOF RA15Ep ROOF VENT REQUIREMENTS SAND FINISH PLT. HT. PLT. PT._ G.C. VERIFY THAT 91.68 50. IN. TEXTURED BANDING OF VENTILATION THROUGH UPPER • x W V.. T.O.M. T.O.M. — I ,y j VERIFY QUANTIY OF ROOF VENTS o C 0 0 �. U too J a, h Nm�ct) J N co U. 0 r, -juo 0% 0 u.E 6 t r =:t N C o�'�� Z��Ov --------------------------- REQUIRED, PER MANUFACTURER'S W a 10„ 5PECIFICATION5 OF NET FREE w — - OF VENTILATION THROUGH UPPER 2/3 OF ROOF 15 ACQUIRED. VERIFY QUANTIY OF ROOF VENTS REQUIRED, PER MANUFACTURER'S 5PECIFICATION6 OF NET FREE I AREA PER VENT, I I I I I I I I I I LU6 I ti� I SADDLE ------------- ---- I �e --------------- --- 6:12 I OLDSMWMORIDA 34677 813. 925. 1300 TEL J 813 925. 1800 FAX w y� I W W W 17AVLSBEWSCAM 11/2" THICK 6'12 >� 6'_12---r---------- SAND FIN15H 12 KEYSTONE 6� a6 (IF APPLICABLE) SHINGLE GARAGE ROOF RA15Ep ROOF VENT REQUIREMENTS SAND FINISH PLT. HT. PLT. PT._ G.C. VERIFY THAT 91.68 50. IN. TEXTURED BANDING OF VENTILATION THROUGH UPPER T.OM. T.O.M. T.O.M. — I ,y j VERIFY QUANTIY OF ROOF VENTS o CAD FILE NAME LOT 100 TB w --------------------------- REQUIRED, PER MANUFACTURER'S W a 10„ 5PECIFICATION5 OF NET FREE w — - TYP. AREA PER VENT. OVERHANG - ISSUED 05-11-15 l UN.OJ 3B3 � w TEXTURED TEXTURED /TEXTURED � REVIS 11111 l f A O - ' FINISH e FIN15H «� FINISH SERV pR. MATCH D15TANCE •� ®® ®••.• •.•,R• r 0 ��� A i .r d � o 6:12 6:12 i UPPER ROOF _ AT FRONT LINE j r N c ev VENT REQUIREMENTS MAIN FF. LINE _ _ _ _ _ _. MAIN FF. LINE - - - _ - - - -MAIN FF. , ,..,• U t� o G.C. VERIFY THAT 305.68 5Q. IN. GRADE LINE RAD ��� OF VENTILATION THROUGH UPPER 2/3 OF ROOF 15 ACQUIRED. VERIFY QUANTIY OF ROOF VENTS REQUIRED, PER MANUFACTURER'S 5PECIFICATION6 OF NET FREE I AREA PER VENT, I I I I I I I I I I LU6 I ti� I SADDLE ------------- ---- I �e --------------- --- 6:12 I OLDSMWMORIDA 34677 813. 925. 1300 TEL J 813 925. 1800 FAX w y� I W W W 17AVLSBEWSCAM 11/2" THICK 6'12 >� 6'_12---r---------- SAND FIN15H 12 KEYSTONE 6� a6 (IF APPLICABLE) SHINGLE GARAGE ROOF RA15Ep ROOF VENT REQUIREMENTS SAND FINISH PLT. HT. PLT. PT._ G.C. VERIFY THAT 91.68 50. IN. TEXTURED BANDING OF VENTILATION THROUGH UPPER 2/3 OF ROOF 15 ACQUIRED. z I ,y j VERIFY QUANTIY OF ROOF VENTS o w --------------------------- REQUIRED, PER MANUFACTURER'S W a 10„ 5PECIFICATION5 OF NET FREE w TYP. AREA PER VENT. OVERHANG AT HIP AA l UN.OJ 3B3 ROOF P LAN 3/4 SCALE: 1/8" : I'-0" THICK o FIN15TU000 * 5W7 �= SECOND FF. LINEOPT. LANAI 41 a4 SECOND_FF. LINE T TDM. -T T.OM. _ TAMPA • DENVER. EST. 1994 V r TEXTURED —EX RED FIN15H @ FIN15H MAIN FF. LINE _ _ TEMP. MAIN F.F. LINE �_ 0 * * * * * REFER TO COVER 5HEET GENERAL NOTE5 FOR ROOFING UNDERLAYMENT REQUIREMENTS FOR ROOF PITCHE5 4:12 AND UNDER * * * * ROOF 4 1122 TRUSSES CONI. LINTEL 12 GIRDER rob 12 GIRDER 6 12 12 TRUSS RDOF TRU55E5 R 6� LSHINGLE6 AT 24" O.C. 12 12 612 ROOF � (TYPICAL) `6 T 6 C) CD PLT. HT. _ _ _ _ PLT. HT: _ BONUS BR.5 BR.3 >= ROOM ❑❑ ❑ o ❑ ❑ ❑❑ ❑❑ Q6 GIRDER-STUGGO TEMP. SHINGLE 0 m ❑ ❑ ❑ ❑ ❑ ❑ ROOF TRU55E5 TRUSS 6� FIN15W 12 ROOF `A 0 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ AT 24" O.C. LSHINGLE D4 FLOOR SYSTEM (TYP(TYPICAL)SECOND F.F. LIROOF NE __�_ _ SECOND FF. LINE -*— —+► ..— _ _ .� T.D.M. T.O.M. BEAM M ❑ _KIT. = /TEXTURED LTEXTUREa TEXTUREDFAMILY ROOM2138 GARAGE MATCH FINISH o a FINISH �? FIN15H q DISTANCE «, �TEJMP- DINING/` � AT FRONT ❑ ❑ MAIN F.F. LINE �U MAIN F.F. LINE GRADE LINE 1A55UMEDI SECTION AA E LE VATIO N 5CALE: 1/8" 11.01 5CALE: I/8" : 14' SHEET • ELEVATION "B GARAGE LEFT •. 12 PITCH AS PER ELEV. i 1, 11 LI .1 ii I J I FELT OVER 15# FELT 3 TAB 25 YR SHINGLE ON 15# ROOF SHEATHING SPECIFIED ON NAILING SCHEDULE ROOF OVER PRE-ENGINEERED ROOF TRUSSES 0 24" 0,C, HURRICANE STRAP PER ROOF FRAMING PLAN `--VENTED ALUM. SOFFIT SHEATH & EXT. FINISH WINDOW FLASHING AS REO'D 1x4 WINDOW TRIM DBL. HEADER TYPICAL WINDOW & SLIDING GLAS DOOR Z FLASHING DETAIL, N.T.S.. WEATHER FOLD UP WEATHER MECHANICALLY FASTEN RESISTIVERESISTIVE BARRIER & AS NECESSARY IN BARRIER TEMPORARILY SECUIRE CORNERS THROUGH FLASHING WEATHER EXTERIOR RESISTIVE SHEATHING BARRIER TAPE SILL PLATE '� RG. HGT. ALUM. DRIP EDGE X 0 FASCIA `--VENTED ALUM. SOFFIT SHEATH & EXT. FINISH WINDOW FLASHING AS REO'D 1x4 WINDOW TRIM DBL. HEADER TYPICAL WINDOW & SLIDING GLAS DOOR Z FLASHING DETAIL, N.T.S.. WEATHER FOLD UP WEATHER MECHANICALLY FASTEN RESISTIVERESISTIVE BARRIER & AS NECESSARY IN BARRIER TEMPORARILY SECUIRE CORNERS THROUGH FLASHING WEATHER EXTERIOR RESISTIVE SHEATHING BARRIER TAPE SILL PLATE '� WINDOW "n z G) X 0 z 0 METAL FLASHING ISSUED 05-11-15 DO NO I" FLASH OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: NOTES: 1, CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (M BARRIER ABOVE HEADER TO 6" WIDE) ALLOW FOR FLASHING INSTALLATION 2. REMOVE WEATHER RESISTIVE BARRIER FROM 10F1 OF WINDOW 2. INSTALL HEAD FLASHING UNDER SILL PLATE WEATHER RESISTIVE BARRIER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBE 3. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD 4. INSTALL FLASHING AND WEATHER RESISTIVE FLASHING AND SEAL WITH TAPE BARRIER TO FORM WATER SHEDD&NG LAPS TYPICAL WINDOW FLASHING DETAI N.T.S. 2 1 FLASHING OPTION - A FLASHING WOODEN SIDING bi, -SiLL PLATE SEE NOTE #2----/ WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN, 6" WIDE) 2, REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 1 INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS 6" 5"x5" METAL FLASHING CORNER PATCH w/TAR BETWEEN i FLASHI�G ANI,,SHINGL RUN KICKOUT FLASHING 6" O PAST EDGE OF ROOF II ROOF PER PLAN IN. FLASHING j FLASHING NOTES: RS 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN, 6' WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS TYPICAL ROOF TO WALL FLASHING DETAIL N.T.S. PUN MEW 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL, N.T.S. 2010 FBRC SECTION 703.8 EXTERIOR WALLS SHALL EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS FROVIDE THE BUILIDNG WITH A WEATHER -RESISTANT EX'l DESCRIBED IN SECTION 1=X703,8, FBRC. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN SUCH A MANNER AS TO PREVENT THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.7. ALL EXTERIOR FINISHES SHALL BE APLIED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS OR INSTALLATION INSTRUCTIONS, ASPHALT SATURATED FELT FREE FROM HOLES AND BREAKS, WEIGHING NOT LESS THAN 14 POUNDS PER 100 SQUARE FEET (0.683 kg/m2) AND COMPLYING WITH ASTM D 226NOR OTHER APPROVED WEATHER-- RESISTANT MATERIAL. SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS AS REQUIRED BY TABLE 8703,4. SUCH FELT OR MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 mm). WHERE JOINTS OCCUR, FELT SHAI I- BE I APPED NOT LESS THAN 6 INCHES (152 mm). APPROVED CORROSION- RESISTIVE FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE STRUCTURAL FRAMING COMPONENTS. THE FLASHING Sl iALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION - RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAKPROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1 1/8 INCHES (28mm) OVER 'THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL, 2, AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. 50# FELT OVER • X 0 CAD FILE NAME LOT 100 T8 METAL FLASHING ISSUED 05-11-15 0 _j0 .j ci \-SHINGLE 0 0 0 0) N0co 21) a) •LL 5%5" METAL FLASHING THICK >= JM &--. Do. ROOF PER Lma 00 w/TAR BETWEEN d ;r 0: 18"xl8" METAL CONTRACT E 00 FLASHING AND SHINGLES FLASHING 11/2" THICK SHINGLE PER DAVIS BEWS CONTRACT 5AND FIN15H TYPICAL VALLEY FLASHING DETAIL, TYPICAL ROOF TO WALL FLASHING DETAIL. KEYSTONE N.T.S. N.T.S. TIE-IN WITH WEATHER RESISTIVE BARRIER: I EXTERIOR SHEATHING 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH 150 STATE STREET EAST FLASHING TO FORM WATER SHEDDING LAPS FOLD UP WEATHER OUXMAI;L, FLORIDA 34677 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO RESISTIVE BARRIER & TEMPORARILY SECURE 813 925 1300 TEL ALLOW FOR FLASHING INSTALLATION TEXTURED BANDING 813 925 1800 FAX 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER WALL PER PLAN 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING RESISTIVE TAPE AND SEAL WITH WEATHER BARRIER 4� WEATHER RESISTIVE BARRIER 5 I'll SILL PLATE. 141- ..... (SEE DETAIL B FOR OPTIONS) 6" 5"x5" METAL FLASHING CORNER PATCH w/TAR BETWEEN i FLASHI�G ANI,,SHINGL RUN KICKOUT FLASHING 6" O PAST EDGE OF ROOF II ROOF PER PLAN IN. FLASHING j FLASHING NOTES: RS 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN, 6' WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS TYPICAL ROOF TO WALL FLASHING DETAIL N.T.S. PUN MEW 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL, N.T.S. 2010 FBRC SECTION 703.8 EXTERIOR WALLS SHALL EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS FROVIDE THE BUILIDNG WITH A WEATHER -RESISTANT EX'l DESCRIBED IN SECTION 1=X703,8, FBRC. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN SUCH A MANNER AS TO PREVENT THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.7. ALL EXTERIOR FINISHES SHALL BE APLIED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS OR INSTALLATION INSTRUCTIONS, ASPHALT SATURATED FELT FREE FROM HOLES AND BREAKS, WEIGHING NOT LESS THAN 14 POUNDS PER 100 SQUARE FEET (0.683 kg/m2) AND COMPLYING WITH ASTM D 226NOR OTHER APPROVED WEATHER-- RESISTANT MATERIAL. SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS AS REQUIRED BY TABLE 8703,4. SUCH FELT OR MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 mm). WHERE JOINTS OCCUR, FELT SHAI I- BE I APPED NOT LESS THAN 6 INCHES (152 mm). APPROVED CORROSION- RESISTIVE FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE STRUCTURAL FRAMING COMPONENTS. THE FLASHING Sl iALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION - RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAKPROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1 1/8 INCHES (28mm) OVER 'THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL, 2, AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. TAMPA * DENVER EST. 1994 V) ow TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND OR SAND FINISH KEYSTONE 0 SCALE: 3" - 1'-0" SHEATHING PER PLAN 3 150 FELT DRAINAGE PLANE 5 1/8" STUCCO THICKNE55 4 PAPERBACK LATH I MEM13RANE 5TRIP COVERING WOOD FRAME/MA5ONRY INTE5ECTION UNDER EXPANSION JOINT TO EXTEND 21' BELOW CMU 2 METAL OR PLASTIC EXPANSION JOINT I" FROM TOP OF CMU 5/6" STUCCO OR CEMENTIOUS COATING OVER CMU CMU WALL PER PLAN NUMBERS INDICATE ORDER ITEMS 5HOULD BE • INSTALLED OVER FRAME AND CMU 2138 • WEEP SCREED DETAIL TITLE FLASHING DETAILS PER M.C.D. ENGINEERING SCALE: 3" - V-0ANl--C&,D DETAILS # 5 8 9 4 • JOB NUMBER 25002.167 • • X 0 CAD FILE NAME LOT 100 T8 0 0 ISSUED 05-11-15 0 _j0 .j ci 0 0 0 0) N0co 21) a) •LL THICK >= JM &--. Do. CD ¢'uVic/ Lma 00 'a 'o d ;r 0: 0 0 0 E 00 A= 11/2" THICK TAMPA * DENVER EST. 1994 V) ow TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND OR SAND FINISH KEYSTONE 0 SCALE: 3" - 1'-0" SHEATHING PER PLAN 3 150 FELT DRAINAGE PLANE 5 1/8" STUCCO THICKNE55 4 PAPERBACK LATH I MEM13RANE 5TRIP COVERING WOOD FRAME/MA5ONRY INTE5ECTION UNDER EXPANSION JOINT TO EXTEND 21' BELOW CMU 2 METAL OR PLASTIC EXPANSION JOINT I" FROM TOP OF CMU 5/6" STUCCO OR CEMENTIOUS COATING OVER CMU CMU WALL PER PLAN NUMBERS INDICATE ORDER ITEMS 5HOULD BE • INSTALLED OVER FRAME AND CMU 2138 • WEEP SCREED DETAIL TITLE FLASHING DETAILS PER M.C.D. ENGINEERING SCALE: 3" - V-0ANl--C&,D DETAILS # 5 8 9 4 • JOB NUMBER 25002.167 • CAD FILE NAME LOT 100 T8 Lu ISSUED 05-11-15 x Lij •LL THICK &--. Do. CD ¢'uVic/ ca d ;r 0: 00 A= 11/2" THICK DAVIS BEWS 5AND FIN15H DESIGN GROVP KEYSTONE (IF APPLICABLE) 150 STATE STREET EAST RA15ED OUXMAI;L, FLORIDA 34677 SAND FIN15H 813 925 1300 TEL TEXTURED BANDING 813 925 1800 FAX Vv'WW.E)A"SBEWS.C:0M TAMPA * DENVER EST. 1994 V) ow TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND OR SAND FINISH KEYSTONE 0 SCALE: 3" - 1'-0" SHEATHING PER PLAN 3 150 FELT DRAINAGE PLANE 5 1/8" STUCCO THICKNE55 4 PAPERBACK LATH I MEM13RANE 5TRIP COVERING WOOD FRAME/MA5ONRY INTE5ECTION UNDER EXPANSION JOINT TO EXTEND 21' BELOW CMU 2 METAL OR PLASTIC EXPANSION JOINT I" FROM TOP OF CMU 5/6" STUCCO OR CEMENTIOUS COATING OVER CMU CMU WALL PER PLAN NUMBERS INDICATE ORDER ITEMS 5HOULD BE • INSTALLED OVER FRAME AND CMU 2138 • WEEP SCREED DETAIL TITLE FLASHING DETAILS PER M.C.D. ENGINEERING SCALE: 3" - V-0ANl--C&,D DETAILS # 5 8 9 4 Lu Lu x Lij 3/411 THICK TAMPA * DENVER EST. 1994 V) ow TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND OR SAND FINISH KEYSTONE 0 SCALE: 3" - 1'-0" SHEATHING PER PLAN 3 150 FELT DRAINAGE PLANE 5 1/8" STUCCO THICKNE55 4 PAPERBACK LATH I MEM13RANE 5TRIP COVERING WOOD FRAME/MA5ONRY INTE5ECTION UNDER EXPANSION JOINT TO EXTEND 21' BELOW CMU 2 METAL OR PLASTIC EXPANSION JOINT I" FROM TOP OF CMU 5/6" STUCCO OR CEMENTIOUS COATING OVER CMU CMU WALL PER PLAN NUMBERS INDICATE ORDER ITEMS 5HOULD BE • INSTALLED OVER FRAME AND CMU 2138 • WEEP SCREED DETAIL TITLE FLASHING DETAILS PER M.C.D. ENGINEERING SCALE: 3" - V-0ANl--C&,D DETAILS # 5 8 9 4 /i I I I f ® SPECIAL PURPOSE OUTLET \� I I I DUPLEX OUTLET IN FLOOR \ RO_ -IN 220 VOLT OUTLET WALL SWITCH FOR OPT. FAN/LIGHT W.P. I W.P. 13 THREE-WAY SWITCH GF.I. I Ql G.F.I. 14 FOUR-WAY SWITCH D DIMMER SWITCH 3 A/C- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE ----- so so DISCONN- WALL MOUNTED INCANDESCENT LIGHT FIXTURE cm RECESSED INCANDESCENT LIGHT FIXTURE - WALL L MOUNT '� HB. C. LIGHT FIXTURE WITH PULL CHAIN AT 8'-8" \ 4— TRACK LIGHT 177— 13*E--] FLUORESCENT LIGHT FIXTURE FAMILY ROOMEXHAUST PAN 4 i ROUGH -IN ;Q EXHAUST FAN/I-IGHT COMBINATION FOR OPT, ®D ELECTRIC DOOR OPERATOR (OPTIONAL) ROUGH -IN / FANLIGHT FOR OPT. ® �/ \i ® CHIMES (OPTIONAL) FAN/LIGHT p PUSHBUTTON SWITCH (OPTIONAL) MASTER SUITE ® CARBON MONOXIDE DETECTOR so SMOKE DETECTOR so SMOKE / CARBON MONO. COM50 DETECTOR \ I-4 TELEPHONE (OPTIONAL) TELEVISION (OPTIONAL) \ -! GF.I. Qr THERMOSTAT M. BATH 0111 ELECTRIC METER \\ ELECTRIC PANEL HORIZ. DISCONNECT SWITCH I MAKE-UP \� LIGHTS ® SPEAKER (OPTIONAL) PENDANT i �J ROUGH -IN FOR OPT. CEILING PAN (VERIFY LOCATION) I GF.I, c7 CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN NOTES- W.F. OTES W.P. 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS AS INDICATED (VERIFY) Fc -H] ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. DINING ROOM UP TO I 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE LIGHT I FOLLOWING HEIGHTS ABOVE FINISHED FLOOR _ r _ _ i SWITCHES.... 42" 7I 220 V. OUTLETS ..... 14" ,Q, TELEPHONE ... 14" (UNLESS ABV COUNTERTOP) Act L 07 TELEVISION ... 14" GRI. GF.I. \ 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER UTIL SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE GF.i AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. MICROWAVE 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING OUTLET +14" HORIX ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, PWDR MAKE-UP 220 V. 110",LIGHTS CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I, I 1� \ \\ \ / KITCHEN / DEVICE AND TAMPER -PROOF RECEPTACLES PER NEC. 2008 406.1.1. PENDANT \ \ \ \ 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY (VERIFY \ ROOMS SHALL BE GF.C.I. PROTECTED (GF.P. k \LOCATION) a GF.I. G.F.I. \ 6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL \ ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.PA.1OA-05, N.E.C. 2008, 2010 F.B.C. RESIDENTIAL CODE, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND GF.L I ORDINANCES, OG ENTRY I 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, GF.I. FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARNI AT 48" \ I MONOXIDE DETECTOR INSTALLED WITHIN 10 PEET OF EACH ROOM USED FOR SLEEPING LIGHT AND SWITCH PURPOSES. IN ATTIC T _ PUSHBUTTON FOR I 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN (� G.D. OPENER "I W.P. I SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL .HAVE k — I GF.I. i BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE �- LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. LIGHT AND / 5E pR GARAGE 16'q IN CABLE 't�4MP ELEC. ELEC. A/C METER PANEL CLG. OUTLET MAIN DISCONNECT METER DISC. I COMBO - SQUARE b FOR GD, OPENERl=L61., REFER TO FLOOR . 014 AND 12 COPPER TO W.P. GF.I. FOR r — — — - — - — — - _ _ — - _ _ - P FOR NOTED MAIN DISC. INSIDE LIGHTS AND OUTLETS / T.U.G. SERVICE I I AMPS. REQUIRED PANEL —10 WATER COPPER TRO HEATE UNDERGROUND 18 COPPER TO RANGE I I / SERVICE BY —04 COPPER TO 5/8fl GROUND ROD AT 48" GRI,I I GF I POWER COMPANY ALSO SERVICE TO BE BONDED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLD&MAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER EST. 1994 F�_— K m w U rLOO 0 J �O _ ON 0 M M - `. >;jM J_ECTfRICAL <E%T" 00 n a�Ut' 0=co DUPLEX CONVENIENCE OUTLET ,1� ro N DUPLEX OUTLET ABOVE COUNTER co 0 � n -----_T__--------- Ow.r. WEATHERPROOF DUPLEX OUTLET z r 2ol LANAI I - — — 04.1. GROUND FAULT INTERRUPTER DUPLEX OUTLET [Q-- HALF -SWITCHED DUPLEX OUTLET /i I I I f ® SPECIAL PURPOSE OUTLET \� I I I DUPLEX OUTLET IN FLOOR \ RO_ -IN 220 VOLT OUTLET WALL SWITCH FOR OPT. FAN/LIGHT W.P. I W.P. 13 THREE-WAY SWITCH GF.I. I Ql G.F.I. 14 FOUR-WAY SWITCH D DIMMER SWITCH 3 A/C- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE ----- so so DISCONN- WALL MOUNTED INCANDESCENT LIGHT FIXTURE cm RECESSED INCANDESCENT LIGHT FIXTURE - WALL L MOUNT '� HB. C. LIGHT FIXTURE WITH PULL CHAIN AT 8'-8" \ 4— TRACK LIGHT 177— 13*E--] FLUORESCENT LIGHT FIXTURE FAMILY ROOMEXHAUST PAN 4 i ROUGH -IN ;Q EXHAUST FAN/I-IGHT COMBINATION FOR OPT, ®D ELECTRIC DOOR OPERATOR (OPTIONAL) ROUGH -IN / FANLIGHT FOR OPT. ® �/ \i ® CHIMES (OPTIONAL) FAN/LIGHT p PUSHBUTTON SWITCH (OPTIONAL) MASTER SUITE ® CARBON MONOXIDE DETECTOR so SMOKE DETECTOR so SMOKE / CARBON MONO. COM50 DETECTOR \ I-4 TELEPHONE (OPTIONAL) TELEVISION (OPTIONAL) \ -! GF.I. Qr THERMOSTAT M. BATH 0111 ELECTRIC METER \\ ELECTRIC PANEL HORIZ. DISCONNECT SWITCH I MAKE-UP \� LIGHTS ® SPEAKER (OPTIONAL) PENDANT i �J ROUGH -IN FOR OPT. CEILING PAN (VERIFY LOCATION) I GF.I, c7 CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN NOTES- W.F. OTES W.P. 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS AS INDICATED (VERIFY) Fc -H] ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. DINING ROOM UP TO I 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE LIGHT I FOLLOWING HEIGHTS ABOVE FINISHED FLOOR _ r _ _ i SWITCHES.... 42" 7I 220 V. OUTLETS ..... 14" ,Q, TELEPHONE ... 14" (UNLESS ABV COUNTERTOP) Act L 07 TELEVISION ... 14" GRI. GF.I. \ 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER UTIL SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE GF.i AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. MICROWAVE 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING OUTLET +14" HORIX ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, PWDR MAKE-UP 220 V. 110",LIGHTS CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I, I 1� \ \\ \ / KITCHEN / DEVICE AND TAMPER -PROOF RECEPTACLES PER NEC. 2008 406.1.1. PENDANT \ \ \ \ 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY (VERIFY \ ROOMS SHALL BE GF.C.I. PROTECTED (GF.P. k \LOCATION) a GF.I. G.F.I. \ 6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL \ ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.PA.1OA-05, N.E.C. 2008, 2010 F.B.C. RESIDENTIAL CODE, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND GF.L I ORDINANCES, OG ENTRY I 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, GF.I. FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARNI AT 48" \ I MONOXIDE DETECTOR INSTALLED WITHIN 10 PEET OF EACH ROOM USED FOR SLEEPING LIGHT AND SWITCH PURPOSES. IN ATTIC T _ PUSHBUTTON FOR I 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN (� G.D. OPENER "I W.P. I SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL .HAVE k — I GF.I. i BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE �- LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. LIGHT AND / 5E pR GARAGE 16'q IN CABLE 't�4MP ELEC. ELEC. A/C METER PANEL CLG. OUTLET MAIN DISCONNECT METER DISC. I COMBO - SQUARE b FOR GD, OPENERl=L61., REFER TO FLOOR . 014 AND 12 COPPER TO W.P. GF.I. FOR r — — — - — - — — - _ _ — - _ _ - P FOR NOTED MAIN DISC. INSIDE LIGHTS AND OUTLETS / T.U.G. SERVICE I I AMPS. REQUIRED PANEL —10 WATER COPPER TRO HEATE UNDERGROUND 18 COPPER TO RANGE I I / SERVICE BY —04 COPPER TO 5/8fl GROUND ROD AT 48" GRI,I I GF I POWER COMPANY ALSO SERVICE TO BE BONDED IRRIG. I I AT 48" TO FOOTING STEEL 2138 ELECTRICAL RISER DIAGRAM COACH COACH NOTE: G / 1 TLE 131 LIGHT �\ LIGHT ELECTRICAL MATERIALS AND INSTALLATIONS SHALL ,'�' o `0 MAIN FLOOR ELECTRICAL E ECTRICAL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONALPLAN ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. rM -189 4• MAIN FLOOR ELECTRICAL PLAN. GARAGE LEFT • SHEET • DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLD&MAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER EST. 1994 F�_— IRRIG. I I AT 48" TO FOOTING STEEL 2138 ELECTRICAL RISER DIAGRAM COACH COACH NOTE: G / 1 TLE 131 LIGHT �\ LIGHT ELECTRICAL MATERIALS AND INSTALLATIONS SHALL ,'�' o `0 MAIN FLOOR ELECTRICAL E ECTRICAL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONALPLAN ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. rM -189 4• MAIN FLOOR ELECTRICAL PLAN. GARAGE LEFT • SHEET • BE 0 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER -----.P. WEATHERPROOF DUPLEX OUTLET ' GROUND FAULT INTERRUPTER DUPLEX OUTLET ROUGH -IN F;iiF HALF -SWITCHED DUPLEX OUTLET FOR OPT. �G SPECIAL PURPOSE OUTLET J FAN/LIGHT DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET BEDROOM 2 WALL. 6WITC44 3 THREE-WAY SWITCH 14 FOUR-WAY SWITCH D DIMMER SWITCH s� HORIX7 CEILING MOUNTED INCANDESCENT LIGHT FIXTURE MAKE-UP WALL MOUNTED INCANDESCENT LIGHT FIXTURE CM LIGHTS RECESSED INCANDESCENT LIGHT FIXTURE AC.LIBATH 2 GHT FIXTURE WITH PULL CHAIN LIGHT AND TRACK LIGHT SWITCH FLUORESCENT LIGHT FIXTURE IN ATTIC EXHAUST FAN EXHAUST FANLIGHT COMBINATION WP. ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) Also m PUSHBUTTON SWITCH (OPTIONAL) D CARBON MONOXIDE DETECTOR L, WALL( I s� SMOKE DETECTOR L _ — _ J s� SMOKE / CARBON MONO. COMBO DETECTOR IY I -Q TELEPHONE (OPTIONAL) M TELEVISION (OPTIONAL) Q TWERM06TAt I0 ELECTRIC METER TO imc ELECTRIC PANEL I DISCONNECT SWITCH 1 ® SPEAKER (OPTIONAL) ROUGH -IN FOR OPT. CEILING FAN BATH 3 HORIZ c CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ MAKE-UP ROUGH -IN FOR OPT, CEILING FAN LIGHTS J NOTES 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERRUPTEi;6 (GF.1) AS INDICATED ON PLANS OR AS ITEM N0: 4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES At THE s� FOLLOWING HEIGHTS ABOVE FINISHED FLOOR - SWITCHES ... LOORSWITCHES..., 42" OUTLETS ..... 14" TELEPHONE. ..14" (UNLESS ABV COUNTERTOP) TELEVISION.. 14" ROUGH -IN �� 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER FOR OPT. SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE FANLIGHT < AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES 1N SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOM5, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR ALAS WILL REQUIRE A COMBINATION TYPE AF.C.I. BEDROOM 4 DEVICE AND TAMPER -PROOF RECEPTACLES PER NBC. 2008 406.1.1. 5. ALL 15A AND 20A 120Y RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GF.I) 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.PA IOA-05, N.E.C. 2008, 2010 i F.B.C. RESIDENTIAL CODE, 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 CARBON 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 15 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALAF415 SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. UPPER FLOOR ELECTRICAL PLAN_ GARAGE LEFT x 0 DAVIS BEWS DESIGN GROVP C oo a nW co N0 O N �. 6 00 E J. T1 O _O�CC00 i -s 0� c o.i 0 +� z��° -- UPPER FLOOR ELECTRICAL PLAN_ GARAGE LEFT DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEW&COM TAMPA • L?ENVER -- UPPER FLOOR ELECTRICAL PLAN_ GARAGE LEFT GENERAL NOTES FOUNDATIONS SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM BEARING CAPACITY 2000 PSF TERMITE TREATMENT THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT', AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 40. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND AT EACH END SHALL BE PROVIDED. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE CENTER TO UPPER 1/3 OF THE SLAB. BOLTS AND THREADED RODS 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. 3 FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MINIMUM G50 ZINC COATING 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES OF PRESSURE TREATED WOOD. PREFABRICATED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF ANSI TPI 1. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS MANUFACTURER UNLESS NOTED ON PLANS 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY, WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. TRUSS DESIGN LOADS TOP CHORD: Lr = 16 PSF DL = 7 PSF (SHINGLE TYPE ROOF COVER) DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) DL = 14 PSF (TRUSS OVERBUILD) 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 GENERAL STAIR DETAILS OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN BOTTOM CHORD: DL = 5 PSF oi® ®'•'° ` ®��� `� Q J MINIMUM FLOOR DESIGN LIVE LOADS �/ P�► ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM, UJI MASONRY WALL CONSTRUCTION B) BALCONIES = 60 PSF / 100 PSF (WHEN BALCONY EXCEEDS 100 SQ FT) 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, C)DECKS = 40 PSF CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 D) STAIRS = 40 PSF PSI (fm = 1900 PSI) E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. 2, MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 MINIMUM FLOOR DESIGN DEAD LOADS: 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 111, o 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE B) BALCONIES = 15 PSF SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DRAWINGS FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE L TRUSSES TO COMPLY W/ APA G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN EN E SES E RANCE TO INSIDE FACE. PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CL A RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR FROM EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 POSITIONERS IN MIDDLE OF WALL BLOCKING w/ (3) 12d TOENAILS EACH END. 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. 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND TRUSS MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'4" MAX AND J Q EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-133 SECTIONS 1, 2 AND 3 ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. FOR ADDITIONAL ROOF PLANE PERMANENTRAC G REQUIREMENTS. BRACING 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING 11. GROUT STOPS 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 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 H z ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AS INDICATED ON TRUSS SHOP DRAWINGS &BCSI-B3. AS BRACING MAY BE USED I.L.O.AWI NEN& CLB IF IT EXTENDS MIN. 90% OF THE TRUSS 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-133). CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-08, 5.11.1 -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2)- 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ 12d TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND W INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 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 GE 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 w 15 0 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 W o 0- z m 00 z � V W z W 0 W I- O _ --j M CO LLI W 0 M . D 1 o X-0 iY 0 LU O O z 2v�OC J w 0 l� W W0 m w U O=Z W z N W H ry LLI -I "� �" O LU a Q LL OUj ieleelli�0/®®'� SN 0- 66. LO C14 A "" , •7 Z. c120� U ®•.y, , Cq e �. J OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN BOTTOM CHORD: DL = 5 PSF oi® ®'•'° ` ®��� `� Q J MINIMUM FLOOR DESIGN LIVE LOADS �/ P�► ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM, A)FLOORS = 40 PSF MASONRY WALL CONSTRUCTION B) BALCONIES = 60 PSF / 100 PSF (WHEN BALCONY EXCEEDS 100 SQ FT) 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, C)DECKS = 40 PSF CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 D) STAIRS = 40 PSF PSI (fm = 1900 PSI) E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. 2, MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 MINIMUM FLOOR DESIGN DEAD LOADS: 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 111, A)FLOORS = 15 PSF 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE B) BALCONIES = 15 PSF SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DRAWINGS FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE L TRUSSES TO COMPLY W/ APA G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN EN E SES E RANCE TO INSIDE FACE. PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CL A RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR FROM EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 POSITIONERS IN MIDDLE OF WALL BLOCKING w/ (3) 12d TOENAILS EACH END. 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. 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND TRUSS MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'4" MAX AND COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-133 SECTIONS 1, 2 AND 3 ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. FOR ADDITIONAL ROOF PLANE PERMANENTRAC G REQUIREMENTS. BRACING 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING 11. GROUT STOPS 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 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 CELLS BELOW, THE USE OF FELT PAPER AS A STOP IS PROHIBITED. ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AS INDICATED ON TRUSS SHOP DRAWINGS &BCSI-B3. AS BRACING MAY BE USED I.L.O.AWI NEN& CLB IF IT EXTENDS MIN. 90% OF THE TRUSS 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-133). CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-08, 5.11.1 -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2)- 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ 12d TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 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. 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 STUD PACK AND BEAM NAILING PATTERNS ENGINEERED LUMBER ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN VALUES AS FOLLOWS: COLUMNSBEAMS E = 1,800,000 Win' U.N.O. E = 2,000,000 Win' U.N.O. Fb =2500 Fb = 3000 Ft = 1500 Ft = 1700 Fc 11= 3000 Fc 11= 3000 Fc j = 900 Fc j = 900 Fv = 285 Fv = 285 WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. CEILING CONSTRUCTION 1. USE 1/2" CEILING SISTANT 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. 3. MINIMUM 7/16" OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W/ 8d NAILS @ 4" O.C. AT ALL EDGES AND 8" O.C. IN FIELD. UNDER STAIR PROTECTION 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH 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 W/OUT VERIFICATION, PROVIDED ALL MANU'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAY BE 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 w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHER DRILL & EPDXY W/ SIMPSON SET EPDXY @ 5" MIN EMBED. 1/2"x6" 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 1 st (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 +172"-1-1/2", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/2", 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 LINO (LOW HYDROGEN). FILLET WELDS SHALL BE Y16" LINO. 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. 5 A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD 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 CREATED ELEV. B WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND (+) VALUE DENOTES PRESSURE AREA (SQ FT) (- VALUE DENOTES SUCTION AREA O O - 1/29/2015 (+) 21.2 (+) 21.2 10 (-) 22.9 - 28.3 0 (+) 20.2 (+) 20.2 20 (-) 22.0 - 26.4 (+) 19.0 (+) 19.0 50 (- 20.8 0 23.9 100 (+) 18.0 (+) 18.0 5/26/2015 - ' 19.8 - 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 a 5 5 a STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER 2010 FBCR 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 GE 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 UPDATES NUMBER DATE DESCRIPTION 1 5/8/2014 CREATED ELEV. A 2 5/8/2014 CREATED ELEV. B 3 5/8/2014 CREATED ELEV, C 4 5/9/2014 CREATED ELEV. A W/ BEDROOM 5 & BONUS ROOM 5 5/9/2014 CREATED ELEV. A W/ OPTIONAL LANAI 6 - 1/29/2015 CREATED ELEV. C W/ OPTIONAL LANAI w/ LL Z TRUSSWAY TRUSSES PER TB - 39 Q 0 APPLIED TRUSSWAY TRUSS TO ELEV-A w/ BONUS 7 4/16/2015 W/ BED ROOM PER TB -55 (TL/JV) APPLIED TRUSSWAY TRUSS TO ELEV-A 8 4/27/2015 PER TB -45 w CREATED ELEV. B W/ OPTIONAL LANAI & BONUS W/ 9 5/26/2015 TRUSSWAY TRUSSES PER TB -100 LU ILJ 0 O zC} 0 ; CJwr cY) z H a. Z c O 2 a LL Z C Q 0 W O CL Q� w � � r� V J W W Z Q W O (D U w �FS� O N N O � C,6azU) -' O H C)0 � J J aN?n LUH awe s E ~ o (41 it LU U Q ryF- z ..J Z O p oF- U W W VJ '^ Q z = p �.�. LU ---- 2 1 1 rr)) (12.7MM) GYPSUM BOARD. INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED): *11" '] SUBMIT REPORTS TO ARCHITECT AND ENGINEER. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING& DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. 0 Q z Q O � D z_ _ � C O z m W z W 0 I- O _ --j CO LLI W 0 M . 1 o X-0 LU O O z 2v�OC l� W W0 m w U O=Z z cn LLI -I "� �" O LU a Q _ F- 0 0- W W STRUCTURAL ENG: CFG / BED Q _........ DRAFTING: -- --- - .._.. --- H z LU .....__ -STRUCT: _ BM -._. -- --- - --- --- -- �vl0/47 QC CHECK: CC LU _..... __.. . JOB No. TM - 2150516 SCALE. AS INDICATED DATE: 05/29/15 (12.7MM) GYPSUM BOARD. INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED): *11" '] SUBMIT REPORTS TO ARCHITECT AND ENGINEER. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING& DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. FOUNDATION NOTES: w 1. PROVIDE MIN. 6 MIL: APPROVED VAPOR BARRIER. ALL JOINTS TO BE 1— LAPPED MIN. 6" AND SEALED. Q 2. PROVIDE 3-1/2" CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH 30'-0" PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL ol 2 STORY FOOTING (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN THE FBC-R 2010 EDITION). 16'-0" 14'-0" 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM Q 10 ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. Z F LAP SPLICES SHALL BE NO LESS THAN 25". W ■ ® _ ®� 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR bo ® -- ■ RECESSING DOOR SILLS. LU Z 2 MF08 L \2 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. Uj V MF08 SD1 MF08 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE OU a o SD1 SD4 o SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) (7 = LL CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4 OF THE Z U 00 b a 60 THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR -4" FIN. FLR MF11 USE ALTERNATE APPROVED METHOD: — w SD1 MF01 m 13'-10" S70 A/C PAD 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY Q 00 COMMUNITY & COUNTY CODES. 0 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL. � _ -_ SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE ® • 0 ■ • - ® ® AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION U' INSTRUCTIONS. M 9. NO WOOD STAKES PERMITTED IN FOUNDATION. N NOTE: EXTEND W W FOOTING UNDER SGD. I 10. PENDING SITE CONDITIONS FOUNDATION MAY HAVE TO BE STEPPED _ I � 1- INTEGRATE INTO DOWN. SEE SHEET SDI FOR ADDITIONAL INFORMATION. GC TO U- MAIN CMU I DETERMINE STEP LOCATIONS IF REQUIRED O 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS Z ■ AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SDI FOR STANDARD 0 W FOOTING STEP DOWN AND CORNER INFORMATION. � ��%J111111111 Lo 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE+••••e+•e•*®�j' © W O - SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE H `� •0 !, N Z Z (MF01 io PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION 4. • trf! �. < V Q•!� SD113. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER ; 0 Q; = {, -� II MF06 COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS • "� • Q SDI - FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE ®; d Q iE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL • �" ve+ o CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO •••• •� +• C,® `��� J O MF01LL 3'-6" 11'-2" SD1 FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. •e+ S � SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS U) r DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR). W o0 THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS -� CL N BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 II PSF. O ■0'-0" FIN. FLR 0 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO U •" ? DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE z I M� � M STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND 114- 0 Z O FOOTING SIZES PENDING DEPTH OFSTEMWALL. cri o 3 1/2" THICK CONC. SLAB W/ 6X6 MF03 9 o W.W.F. -a p W/1.4 XW/1.4 W.W.OVER 6 MIL SDI ■ Z VAPOR BARRIER OVER I FOOTING SCHEDULE CL ', M � COMPACTED FILL: ..---- -- � ,,_, O MF06 N cu U _I I T N —.— SD1 -4" r 1 12 x12"x12 dp w/ #5 s @ 6 O.C. EA. WAY MIN (2) # 5 E.W.,�` I__..�._._ . I 24"x24"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN 4 # 5 E.W. O F •- 8., _ 2.3 28 x28 x12 dp w/ #5's @ 6 O.C. EA. WAY MIN (5) # 5 E.W. -� o I ■ o n- a cc> co W 2.5 30"x30"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (5) # 5 E.W. � FF -c, -Ir \ [n 2.6 32 x32 x12 dp w/ #5 s @ 6 O.C. EA. WAY MIN (6) # 5 E.W. Z : I OU) I® U) Q Z L--- -- O 6"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (6) # 5 E.W. U) MF01 LL W v-� .,I s SD1 3.5 42"x42"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (7) # 5 E.W. Z to d o M ds __ O� � 4 48 x48 x12 dp w/ #5's @ 6 O.C. EA. WAY MIN (8) # 5 E.W. UO � a, 5 �.._ a k' M - w Z) S g 4.5 54"x54"x16" dp w/#5's @ 6" O.C. EA. WAY MIN (9) # 5 E.W. < U a iE z O _ Z ��ii ■ Q aaNE SDI 2j -4"FIN. FLR .— 0 cr _ .o- �� 5 60"x60"x16" dp w/#5's @ 6" O.C. EA. WAY MIN (10) # 5 E.W. Z n, ry _ f0 a -4" FIN. FLR N . C1�Q� O � O O LL cm - 0 U 2.6 0o qt LL w a PAVERS O Z W - N SYMBOLS LEGEND W 9'-8.. CONC. 3 - 5 T-8" 5'-0' o O PAD 2 STORY FOOTING 3 5�8 2 9�8 2-1 3-4" INDICATES GROUT FILLED CELL WITH 1 VERT. #5 CONT. FTG. 2 ■ TO T'IE BEAM ( 6'-8" O.C. MAX U.N.O.). O ■ L z 3 • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. <( TO T'IE BEAM. 0 o o? 19 MF02 I o COMPACTION TEST 0INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. z - SDI N I m3: REQUIRED 3:Q w Results to be Verifies _ p at Slab Inspection ~ O z Ln ■ I w r ZWO MF02 N W W O Z 0 PO 0rv, ��oc r-- ---� w F--' — = Z o� 0 _ W 5' Q O MF13 O MD01 SDI MD01 U SD2 SD2 H 2'-8" 16'-0" 2'-8" T-10" 10" cn STRUCTURAL ENG: CFG / BED J 8-8 Q DRAFTING: 21'4" 2 STORY FOOTING olZ lo W -STRUCT: BM --- - --- . 30'-0" C) QC CHECK: CC BUILD//W - - — JOB No: TM - 2150516 S N 1zC)kre = SCALE: AS INDICATED DATE: 05/29/15 FOUNDATION PLAN 1 11=11-011 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. p p Y COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. - _ - - - - - - - ----L 1 W F- a 0 y[� r N M Ir Nr M N r 107O O O O Q O O 0 O� -j Q z p J01 J01 w O J02 J02 W 0 I— SIM. AS1PS03 U z U J03 SD5 SD4 J03 S1 SD5 o _ cA W m R01 Q CO3 _ C010 F16 _ — - U- 77111 0 F16 00 _ HUC48 HEADER TO C.M.U. W/ x F01 0 N = W (6) 10dNAILS& (14) Ya"x2%" I— CL ■ TAPCONS F01 - LL F16 F16 F01 zN %%1111111111 Uj o ~ CV ■ BW1 F01 ®® 4y��� _ •s®p•°®®�/ j'j® •°� `1•`"�V X00 ems- W 0 14 a G�% CO z Z F16 ` ° 0 a':9 car (U F01 ,.. w W cc. x.1 : Q Qr ® •�;o,F® p F16 W F01 e � � yam° J Q' co a LL F01 CUD IIB111 F16 F02 LU CL F05 ■0 ® F03 p Q GI G +� N F05 ■ M W (Ip F03 a Q 0 r- w -,.. Z o , 0 0 ' - F05 BW1 ao I I N F03 ►L Oa`� , ---- A U- F05 -_ .._.. _ BW1 _. F03 O to'' O 0 F�rr Q F03F06 -- m Ld \\ A F03S 1 SD5 Z F07 F08 S11 SD5\ , ■ / t_.:_ _ _..:_mm____ - ------ ----------- - _ _ p J z F09 (�? 0 �n V W 3a$ N z0 Z p . � +`W019W) DO 0 r0:5 SD2 0 J v� W a F11 ■ w�y ~LL Q� g Z z�y O MD03 F12 0 aggE SD2 F1 F1 Rio v z J 4 Z N L) SD6 SD6 ®' 9 S1 o H R02 BW2 SD5 J LL R02 19 5 C S1F1 SD6 SD6 U Q ~ W lit -17 S1 u w cw R05 SD6 ® O cL R07 ® 2x6 #2 SYP CONT. LEDGER TO I COMBO TRUSS UNDER 2ND FL.S1 WALL W/ (2 16d NAILS @ 4" O.C. F1 SD6 SD5 Q 0 Rol p R22 ■ z LU R23 Z m J18 J18 U)Z W0 0 J J V)WLLI J17 J17 O p 5 LU - 1 z (D C0 W J16 - - - J16 U)m W (� O=Z V OC , �- 00 CF) 0) 0) Cr) Cr) 00 r- ti� QS LU AZO O F- STRUCTURAL ENG: CFG / BED < DRAFTING: P: z W -STRUCT: BM - - --- p QC CHECK: CC FIRST F FRAMING P W =SCALE: JOB No. TM - 2150516 AS INDICATED 5�u_c�ii„� 1/4"=1 1-011 F- DATE: 05/29/15 NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGENDUSANFORND # 15 1 8 9 4 S4 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. 'iis strictly prohibited. p P Y BEARING WOOD WALL SCHEDULE TAG STUD CONNECTION & FASTENERS UPLIFT (2)2x6 #2 SYP w/2' FLITCH PLATE TAG SPACING CAP. (plf) BLOCKING TOP BOTTOM BW1 16" (3)12d TOENAILS (3)12d TOENAILS NO MID -SPAN ATTACH KING STUD TO HEADER w/(10) H2x10 OR ENDNAILS OR ENDNAILS UPLIFT (2)2x12 #2 SYP w/ -f"' FLITCH ATTACH KING STUD TO HEADER w/(10) BW2 16" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN ATTACH KING STUD TO HEADER w/(6) BW3 16" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160If p 3rd. PT. ATTACH KING STUD TO HEADER w/(8) BW4 12"UPLIFT (3)12d TOENAILS (3)12d TOENAILS NO MID -SPAN 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. OR ENDNAILS OR ENDNAILS (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 6x6: ABU66 w/(12)16d NAILS & 5' EPDXY ANCHOR WMIN. BW5 12" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING SEE PLAN FOR WALL WIDTH 1/2" THREADED ROD @ 48" O.C. 1160If p 3rd. PT. BW6 12" ADJUST AS REQ'D TO MISS STUDS 2 2 STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED w/OUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @ 12"o.c, ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER CHART ABV. CONTRACTOR TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDITIONAL KING PER DTL. - 6. IF HEADER IS NOT SPEICRED CONTACT E.O.R. G ENERAL BEARING WALL NOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE #2 SPF U.N.O. 3. CONNECTORS ARE TO BE INSTALLED @ EA. STUD U.N.O. WALL I NOT CALLED OUT CONTACT E.O.R. 4. IF BEARING S L O 5. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 6. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 10d TOENAILS. 7. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END. 8. %2" THREADED ROD w/ MIN 6" EMBED (OR 6" PAST STEP DOWN) USING SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED w/in TOP IN TRUCTIONS FOR INSTALLATION OFROD AT PLATE. FOLLOW SIMPSON S BASE. NUT AND 3"x3"x1/4" WASHER @ TOP. THREADED ROD TO BE PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE CI ONNECTIONS. 9. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REQUIRED IF BRG. WALL IS INDICATED WITH BW1 OR BW4. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS E 2X BASE PLATE CAN NDNAIL S ARE TOENAILED/ E ED TO THE PLATE AND TH BE ATTACHED WITH HARD CASED GUN NAILS AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 10. AT SHEAR WALL LOCATIONS ONLY: NUT AND WASHER @ BASE OF THREADED ROD ARE REQUIRED. SEE PLAN FOR ADDITIONAL SHEARWALL INFO. AND DETAILS. 11. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR FOR FURTHER REVIEW. HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) OD (2)2X6 SYP#2 BUILT UP STUD COLUMN 16d NAILS H2x8 (2)2x8 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) G O (3)2X8 SYP#2 BUILT UP STUD COLUMN 16d NAILS. 4x4 SYP#2 POST (2)2x10 #2 SYP w/z" FLITCH ATTACH KING STUD TO HEADER w/(10) H2x10 PLATE 16d NAILS H2x12 (2)2x12 #2 SYP w/ -f"' FLITCH ATTACH KING STUD TO HEADER w/(10) NO PLATE 16d NAILS H3.5x5.5 (2)1.75„ x5.5„ LVL ATTACH KING STUD TO HEADER w/(6) R O 5-1/4"x7" LVL COLUMN. 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) v O - 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 16d NAILS H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 6x6: ABU66 w/(12)16d NAILS & 5' EPDXY ANCHOR WMIN. 6" EMBEDMENT 16d NAILS MIN. 6" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG, WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING SEE PLAN FOR WALL WIDTH OPENING SIZE JACKS @ EA. END KINGS @ EA. END V-0" TO 3'-11" 1 1 4'-0" TO 8'-0" 2 2 STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED w/OUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @ 12"o.c, ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER CHART ABV. CONTRACTOR TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDITIONAL KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D, WOOD SCREWS. 6. IF HEADER IS NOT SPEICRED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD3 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. 1__ i tI__JII 11_ COLUMN SCHEDULE A O (2)2X4 SYP #2 BUILT UP STUD COLUMN OB (3)2X4 SYP#2 BUILT UP STUD COLUMN CO (4)2X4 SYP#2 BUILT UP STUD COLUMN OD (2)2X6 SYP#2 BUILT UP STUD COLUMN E O (3)2X6 SYP#2 BUILT UP STUD COLUMN F O (2)2X8 SYP#2 BUILT UP STUD COLUMN G O (3)2X8 SYP#2 BUILT UP STUD COLUMN H O 4x4 SYP#2 POST J O 6x6 SYP#2 POST OK 8x8 SYP#2 POST L O 3-1/2"x3-1/2" LVL COLUMN. M O 3-1/2"x5-1/4" LVL COLUMN. NO 3-1/2"x7" LVL COLUMN. P O 3-1/2"x9-1/2" LVL COLUMN. OQ 5-1/4"x5-1/4" LVL COLUMN. R O 5-1/4"x7" LVL COLUMN. S O 7"x7" LVL COLUMN. T O 3-1/2"x11-7/8" LVL COLUMN. v O - 0 - 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 @ SYP SOLID POSTS. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS & 8" EPDXY ANCHOR w/MIN. 6" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & 5' EPDXY ANCHOR WMIN. 6" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)$" EPDXY ANCHORS w/ MIN. 6" 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 GENERAL DIAMETER/ LENGTH NAIL .VALUES 8d .131" x 22' 10d .148" x 3" 12d .148" x 31' 16d .162" x 31- 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 1T 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(Ib) TAG SIMPSON CONNECTOR TYPE TO BEAM: SIMP. HUC48 w/(14)16d NAILS SYP(Ib) (2)2x8 #2 SYP 1 „ META16 w/(7) 1Odx1 NAILS OR O z B2x8 WITH 1/2 FLITCH w/(6)10d NAILS & (14)T"x24" F-1 META20 w/(7) 1 Od x 11" NAILS O z AM T CMU FRAME O 1450 1450 ON MASONRY: SIMP. META16 2 ME OR 2 META20 (2)META16 O T TO POST: SIMP. HTS20 OR LSTA18 2 (1)ply TRUSS (10)1Od x 12" NAILS FRAME TO CMU (1)ply 198w (1)ply 1985 B2x10 (2)ply TRUSS (12) 16d x 1z" NAILS TO MASONRY: SIMP, HU410 OR HUC410 w/(10)10d (2)ply 1900 (2)ply 1900 NAILS & (18)T"x24" TAPCONS H10A w/(18)10d x 13" NAILS OR H10A 1015 H1OA 1340 (2)plyFil TRUSS H10A-2 w/(18) 10d x 12` NAILS FRAME TO FRAME H10A-2 1070 H1OA-2 1245 4 HTS20 w/(24)1Od x 12" NAILS FRAME TO FRAME 1245 1450 TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od. AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) PLATE NAILS & (18)T"x24" TAPCONS (2)HTS20 w/(24)1Od x 111" NAILS 2 TO POST: SIMP. HTS20 OR LSTA18 5 AT EXT LOCATIONS INCLUDE 31 2d TOENAILS) FRAME TO FRAME 2490 2900 (10) 10d NAILS H2.5A w/(10)8d FRAME TO FRAME 535 600 7 D MTS 12 w/(14)1 Od x 11" NAILS 2 FRAME TO FRAME 860 1000 AT EXT LOCATIONS INCLUDE (3)12d TOENAILS TO POST: SIMP. HTS20 OR LS TA18 a MGT w/(22)1 Od $" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 „ „ 2 1.75 x11.875 LVL O 5" EMBEDMENT NAILS & (18)T"x24" TAPCONS E HTT4 w/(18)16d x 212" NAILS & e" EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 TO POST: SIMP. HTS20 OR LSTA18 SET EPDXY MIN. 7" EMBEDMENT TO BEAM: SIMP. HUC410 w/(18)16d & 10 HGT-2 w/(16)10d NAILS w/2" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6 280 6280 EPDXY MIN. 5" EMBEDMENT NAILS & (18)4 x24 TAPCONS 11 HTSM16 w/(8)1Od NAILS & (4) 4'x 2-1" TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/ 14 1 Od NAILS ( ) HEADER TO STUDS 11 10 1235 13 (2)LSTA18 w/(14)1Od NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)1Od NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833pif 928p[f 15 D LSTA24 w/(18)1Od NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ 52 164 SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 18 LTT20B,w/(10) 104 NAILS & 8"EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG. 1290 1300 APPROVAL FROM THE E.O.R. EPDXY MIN. 7 EMBEDMENT 19 HTT4 w/(18) 16d x 23'' NAILS w/$' EPDXY ANCHOR w/SIMP. COLUMN TO FTG. 3640 4235 SET EPDXY MIN. 7„ EMBEDMENT (3)HTS20 w/(24)1Od x 1z" 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" TITENS FRAME TO CMU 2420 2800 22 N H .50/10 W/ 63 16d NAILS SIMPSON GUS 5 ( ) IRDER TO COL./ BEAM 9100 4095 STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT WSIMP. META16 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ 24"o.c. OR 32"o.c.) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. META16, @ 32"o.c. MAX. AND (2) AT EACH CORNER: 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2 -PLY U.N.O. ON PLAN 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED META16 STRAP LOCATION. IF DOUBLE META16 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. IF UPLIFT IS HIGHER THEN 2100Ibs, CONTACT E.O.R, FOR FURTHER REVIEW. mmmmi BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS TO POST: SIMP. HTS20 OR LS TA18 TO BEAM: SIMP. HUC48 w/(14)16d NAILS (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2 FLITCH w/(6)10d NAILS & (14)T"x24" PLATE TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC4 1 10 w/(18) 6d & (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP, HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)T"x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM:- SIMP. HUC410 w/(18)16d & (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od. PLATE NAILS & (18)T"x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)104 NAILS & (18)T'x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LS TA18 TO BEAM: SIMP. HUC410 w/ 18O 16d & (10) 10d NAILS 83.5x11.875 „ „ 2 1.75 x11.875 LVL O TO MASONRY: SIMP. H 1 M U4 0 OR HUC410 w/(10)10d NAILS & (18)T"x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od NAILS & (18)4 x24 TAPCONS ON MASONRY: SIMP. META16 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: 2 SIMP. META16 65.25x16 (3) 1.75"x16" LVL - * NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY:O 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 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. 2" 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 ROOF NOTES: Lu 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 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 Q AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ SINGLE TOP AND P.T. BASE PLATE LEAVE 1/4" GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD - D FRAMING SO ALL GYPSUM WALL BOARD WILL BE W Z 5. ALIGN TRUSSES AND HAN M W O CONTINUOUS FROM FLOOR TO CEILING. w 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING O D_ ADDITIONAL LOADS: U A)ALL CEILING HUNG SOFFITS S ANDSOFFITS Oz 0 WITH CABINETS AS SHOWN ON PLANS. p W B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. = WQ 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS m OF ALL HARDWARE BEFORE INSTALLATION. p 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT O EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS 0 BLOCKING .DRAWING SET FOR ADDITIONAL BRACING/ INFO. 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. CN THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY = W TRUSSES P ry 10. USE 5/8" GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE O THE GARAGE. `�e9111i1l1I®��� 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. e�� '•400•°'•00V r OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIO '`� Li•••�t� � W `r CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS S 046. C -.) Z Z DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD E.O.R. FOR REVIEW = Q �!J U 1�• AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE � 0:• � � ,� J PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS ® ®, 0C*2 Q SHOP DRAWS ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR�:• zZz TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS ®�®® •`°•• • , 4005 `�� '� Q 0' r' ®�� J O NOT RESPONSIBLE FOR ADDIITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF ®® _j CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS I- /!ILII! ' L , 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 W BUILDER TO DETERMINE THE REQUIRED SIZE. 2 75Ib MIN POINT LOAD SHOULD BE O 0 ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED O UU TR DRAWN U AREAS. THIS LOAD SHOULD BE INDICATED ON THE USS SHOP DRAWINGS. CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER ❑ co THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. Q`'' O BUILDER NOTE: MCo IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE IW- cD Z° C.) c O ... TRUSS MANUFACTURER$. LAYOUT. _ Q ----STOP---- U --STOP-- - U_ � AND CALL THE ENGINEER OF RECORD PRIOR TO v, z ui PLACEMENT OF ANY TRUSSES o > O NAILING SCHEDULE: � - ROOFS. u.i ROOF SHEATHING TO BE 15/32" 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 8" U O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND �/ 12" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION t� ry PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL U j O UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. ❑ Z PLY CLIPS TO BE SPACED NO MORE THAN 24 O.C.(D Q V U) cn Jrzg� GABLE ENDS: U_ U W .�,� ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. z W (np M _ AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6 O.C. ALL OTHER OZ 7 Q co Q • � i � EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. �' Z U Q r Z U $c o Z Z � N�� EXTERIOR WALLS: W W ,. z -OJ Q � g SEE WF10/SD4 FOR MORE INFO. _... CD 0 V Z z� NAILS:� a � � E � W us �F " NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. U `�i z IAPPLICATIONSSHALL BE 8d RING R SPIRAL SHANK JIt ALL OTHER SHEATHING O W Q � � � HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE U LU EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY Q J Z p TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL ❑ i W � STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL p U BE IN ACCORDANCE WITH ASTM A 153. U F- W APA SHEATHING NOTE. z W 24/16 SPAN RATED SHEATHING. REQUIRES BLOCKING AT ALL UNSUPPORTED = Z -. PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END � WITH (3) 10d TOENAILS. U a Z 0 o ° Z 3: _ H C Z IM O Q IH U) z W 0 I- �LJLJJ w O 1 W 0 00 Z CO W W � W m ❑U OV� Z) H H U � ry I- STRUCTURAL ENG: CFG / BED . Q .:...._ ....._.:_.. ---- DRAFTING z-STRUCT: BM W ❑ QC CHECK: CC JOB No. TM - 2150516 Lo SCALE:ASINDICATED_ -- NOTES & CONNECTOR LEGEND DATE: 05/29/15 g�t�t�iN 1 /411-1 01f c - (SA 4.1 ''U �. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. p p Y I- 1 11 L! -_ !11 1 1 j I I 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. ADD STRAPS TO S06 EA. SIDE OF WALL SD5 ti o O O O r r r r r. r. r r r O O O H2x10 A H_2x8 H2x8 J07 J07 J08 J08 J09 J09 4 q A 4 SO4 R09 S0 Q 11Z '+ F - Z W rn , Q W - O a U z U 0 07 LiJ �p M 0 O LL 0 0 N W 2 LLI LL O U) 0XII1111111111 Uj •••••••••• ��r�r/' N ®•®®/Ij �W d i'�►, "� ® O 0 Z Z Ire ® Q 0 Q e��® os®®® •+��� e� M j O LL//lerewll 1/4"=11-011 NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND ' ' INC. duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN OF WMR & ASSOCIATES INC. is strictly prohibited. COPYRIGHT MCD 2014. The Information contained In this document Is copyrighted and Is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES., C. Any use, d p p Y S4.2 CONTRACTOR TO VERIFY THE GROUT IS LEVEL WITH TOP OF BLOCK FOR PROPER TRUSS/ FLOOR SYSTEM BEARING (MIN 3") 14'-0" 0 292 / 0 1160 / 0 1660 / 0 2439 / 0 �- 16'-0" 0 284/0 950/0 1379/0 1997 / 0.-. -- - - -- -- 18'-0" 0 211/0 760/0 1177/0 1676/0 MATERIALS N j 9 18'-8" 598 / 0 1. fc PRECAST LINTELS = 3500 PSI. = W 20'-0" 0 180/0 598/0 1024/0 1441/0 2. fc PRESTRESSED LINTELS = 6000 psi. I— . °a ' � ' � I ° • � 201-8" 0 145/0 550/0 981/0 1376/0 w a 3. GROUTED PER ASTM C476 f = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. O REQUIREMENTS QUANTITY OF #5 REBAR @ BAR SIZE ®., • J O LENGTH A O 8RF6-1B/1T T-4" BOTTOM OF LINTEL CAVITY ®``® - U_ °• . NO -SHEAR WALL AT OPENING 8F16-1B/1T " ' TYPICAL 4 SEGMENT 17/8 PRECAST LINTEL LOAD TABLE D06 TYPICAL MASONRY CONSTRUCTION QUANTITY OF #5 REBAR AT TOP GENERAL CONCRETE LINTEL SCHEDULE GEN O 41/4 91/4 ° '. °. #4 W a 91/2 20 ° G 55/8 _ SCALE: 3/4„ - 1 -0 2 FOR HEADER DEPTHS NOT LISTED ON CHART USE THE VALUES FOR THE NEXT DEPTH DOWN. c8RF14-1B/1T 0 AT CORNERS PRECAST„U„ METAL LATH OR 113/4 : 33/4 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. 151/2 30 #6 33/4 j 8 1/16 14 30 1 41/2 81/16 181/2 ONOMINAL 8F16-1B/1T WIDTH O 16 1/2 35 1 51/4 13'-4° PROVIDE LINTEL W/ 3000 WIRE SCREEN o 410 C) ki3O LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM. THE FOLLOWING O APPROVED LINTEL MANUFACTURERS: QUALITY, LOTTS, AND POWERS STEEL Id W Z Q r, QLU STANDARD #5 psi CONC. PER OVER COURSESCASTE-CRETE, cli.� , c� APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT S CONCRETE, POWERS STEEL 8F20-1B/1T _j ca < W I - O + z ., O` O 8F20-0B/1T OF F O _, m 9'-2„ co 9,_6., r = #5 REBAR AT TOP MIN. (1) REQ'D U Q •. <C C.M.U. Q U o M 0 HOOK BAR. LAP LINTEL PLAN. IF NOT REQ'D TO z ° �20 ;_;� GROUT Q ,0 A° . STANDARD LINTELS #3 2)/2 OTHER BARS INTO REBAR IS BE FILLED.. TYPICAL TRUSS ANCHOR PER PIAN _ STANDARD LINTEL NOTES ti O #4 = 2 Y2" CORNER AS REQ'D INDICATED IN (SHEET METAL & CLEAR OPENING 8” UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24-1/81724-013 / 8F24 -OB 8F32-1 B / 8F32-06 .: c °. U e °• 1 „ #5 =2/z 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. ' LINTEL #5 TO BE '. PAPER FELT - PROVIDE SCREEN WHEN BLOCK BELOW IS CFG / BED + ° 1 -6 2231 3069/3069 6113/6113 8974 /8974 10000 / 10000 -- DRAFTING. HOOKED INTO PROHIBITED) 10” HOOK ° NOT REQUIRED TO BE FILLED 2. MASONRY OPENINGS.U.N.O. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. ASON 0 G d 2 -2 1783 3069 / 3069 6113 / 5163 8974 / 8054 10000 / 10000 .• ° wIL.bINc SIDE VERTICALS ' QC CHECK: CC -STANDARD 90 DEGREE HOOK 3. �� ALL STANDARD LINTELS TO HAVE MIN. 4 BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. -� Q „B„ 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 T-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 ,° ° . ° ' a W 8„ BEARING EA. END 1= TM - 2150516 �'. A. LAP SPLICE EMBEDDED STANDARD 900 HOOK 0 STANDARD 180 HOOK SCALE: AS INDICATED °.. .. a °° _ ° .. a; ° -° — ° " °. .� �° ° w TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL DATE: w 05/29/15 D08 REBAR SPLICE DETAIL ,_ „ 3 4 1006 1663/1349 5365/1999 7342/3123 10000/4249 °- �-. :. -� • ^ .a _ °_ _ ° . — - '° F- BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN SCALE: 3/4” = V-0" 5 S5 COPYRIGHT in his document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN OF WMR & ASSOCIATES INC. MCD 2014: The information. contained t docp p y An use duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strict) prohibited. y p p Y 40-011 860 1651/1349 5365/1999 7342/3123 10000/4249 • m ° ° . a " ° • °" REBAR INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT � 4 -6 710 1423 / 1105 4360 / 1631 6036 / 2549 8328 / 3470 ° ° °, lz ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. W Z 5 -2 570 1232/1232 3480/2580 8360/3586 8825/4592 ' . d °.. r. L. e , � ° °,,° Z 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD W - 6'-2" 488 991 / 991 2661 / 2143 5681 / 2698 6472 / 3685 7 -0 416 752 / 699 1$43 / 1625 3486 / 2602 6390 / 3302 ° e ,' a " CONDITIONS. ANY LINTEL GREATER THAN 32 HAS A GREATER CAPACITY AND THEREFORE IS O ° a a `� w ADEQUATE FOR THE LOADS. U 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 a 2 ! cn 6. G.C. TO VERIFY ALL LINTEL DIMS IN WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS z C) 91-21' 315 618/535 1533/1247 2781/1946 4754/2489 14 a SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY 0 10'-0" 292 567 / 454 1366 / 1277 2423 /1770 4006 / 2263 ° I ° P ° I a. as WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. W 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 b',I•. ROUGH OPENING PER PLAN _ h:..�' _� a 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL m 11'-2" 255 471 / 352 1075 / 1075 1838 / 1567 2883 / 2003 " 12'-0 239 418/297 1075/1045 1838/1446 2883 /1848 '. • STD. 90 DEGREE ANGLE 3000 psi CONIC. . w/ (1) SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS � ° . „ a 121-8110 369/261 1002/984 1697/1361 2630/1738 0f #5 DIA. REBAR 8. - POWER STEEL LINTELS OF SPANS MORE THAN 22 8 ARE REQ D TO HAVE (2) #5 BARS TOP & O „ 13 -4 0 328 / 0 1234 / 0 1779 / 0 2662 / 0 BOTTOM REGARDLESS OF REINFINDICATED IN TABLE BELOW 14'-0" 0 292 / 0 1160 / 0 1660 / 0 2439 / 0 �- 16'-0" 0 284/0 950/0 1379/0 1997 / 0.-. -- - - -- -- 18'-0" 0 211/0 760/0 1177/0 1676/0 MATERIALS N j 9 18'-8" 598 / 0 1. fc PRECAST LINTELS = 3500 PSI. = W 20'-0" 0 180/0 598/0 1024/0 1441/0 2. fc PRESTRESSED LINTELS = 6000 psi. I— . °a ' � ' � I ° • � 201-8" 0 145/0 550/0 981/0 1376/0 w a 3. GROUTED PER ASTM C476 f = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. O REQUIREMENTS QUANTITY OF #5 REBAR @ BAR SIZE ®., • J O LENGTH A O 8RF6-1B/1T T-4" BOTTOM OF LINTEL CAVITY ®``® - U_ °• . NO -SHEAR WALL AT OPENING 8F16-1B/1T " ' TYPICAL 4 SEGMENT 17/8 d D06 TYPICAL MASONRY CONSTRUCTION QUANTITY OF #5 REBAR AT TOP `. 41/4 91/4 ° '. °. #4 W a 14'-0" 0 292 / 0 1160 / 0 1660 / 0 2439 / 0 �- 16'-0" 0 284/0 950/0 1379/0 1997 / 0.-. -- - - -- -- 18'-0" 0 211/0 760/0 1177/0 1676/0 MATERIALS N j 9 18'-8" 598 / 0 1. fc PRECAST LINTELS = 3500 PSI. = W 20'-0" 0 180/0 598/0 1024/0 1441/0 2. fc PRESTRESSED LINTELS = 6000 psi. I— . °a ' � ' � I ° • � 201-8" 0 145/0 550/0 981/0 1376/0 w a 3. GROUTED PER ASTM C476 f = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. O 8„ x 8" x 16" CMU U.N.O. 22'-8" 0 110 / 0 450 / 0 824 / 0 1147 / 0 9111E RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE y�il ii/ Uj STRENGTH = 1900 PSL♦� INDICATES FILLED CELL FROM FTG. TO TIE CLEAR OPENING 8R6-1B/8R6-06 8R14-1B/8R14-0B 8R22-1B/8R22-OB "+ �R' e•� �� ap 5 REBAR PER ASTM A615 GRADE 60 PRESTRESSING STRAND PER ASTM A416 GRADE 4, BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE 2'-4" 1694 / 1694 3725 / 3280 5499 / 5421 .• •. N It ° MD08/S5 FOR LAP INFO. 2'-8" 1425/1425 3343 / 3280 4933 / 4933 6:270 LOW RELAXATION. x/32 WIRE PER ASTM A510. ,b �` �oobL �e ��;. W 6 .. o - o I I PROVIDE CLEAN OUT OPENING @GROUT T-0" 1230 / 1230 2769 / 2769 4085 / 4085 o ^ ®� Z c"i z z <r REQUIREMENTS QUANTITY OF #5 REBAR @ BAR SIZE ®., • J O LENGTH A O 8RF6-1B/1T T-4" BOTTOM OF LINTEL CAVITY ®``® - U_ °• . NO -SHEAR WALL AT OPENING 8F16-1B/1T " ' TYPICAL SHEAR WALL SEGMENT 17/8 41/4 D06 TYPICAL MASONRY CONSTRUCTION QUANTITY OF #5 REBAR AT TOP `. 41/4 91/4 ° '. °. #4 W a 91/2 8„ x 8" x 16" CMU U.N.O. 22'-8" 0 110 / 0 450 / 0 824 / 0 1147 / 0 9111E RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE y�il ii/ Uj STRENGTH = 1900 PSL♦� INDICATES FILLED CELL FROM FTG. TO TIE CLEAR OPENING 8R6-1B/8R6-06 8R14-1B/8R14-0B 8R22-1B/8R22-OB "+ �R' e•� �� ap 5 REBAR PER ASTM A615 GRADE 60 PRESTRESSING STRAND PER ASTM A416 GRADE 4, BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE 2'-4" 1694 / 1694 3725 / 3280 5499 / 5421 .• •. N It ° MD08/S5 FOR LAP INFO. 2'-8" 1425/1425 3343 / 3280 4933 / 4933 6:270 LOW RELAXATION. x/32 WIRE PER ASTM A510. ,b �` �oobL �e ��;. W 6 .. o - o I I PROVIDE CLEAN OUT OPENING @GROUT T-0" 1230 / 1230 2769 / 2769 4085 / 4085 o ^ ®� Z c"i z z <r FILLED CELL AND REBAR (TYP). MORTAR T-4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE » •••� �,r y U JOINTS SHOULD NOT BE CUT 4'-4" 846/833 2121/1716 3127/2839 ® �s cC .- Cq / A•�• �;• �.` : Q 5'-4" 664/572 1761/1761 2595/2695 LINTEL F = FILLED WITH GROUT MARK U = UNFILLED R = RECESSED ® ,I` cif of �* _T_ SEE FOUNDATION FOR FOOTING 6'-4" 526 / 434 1539 / 1539 1329 / 2267 480/322 1334/1334 1964/1552 REQUIREMENTS QUANTITY OF #5 REBAR @ BAR SIZE ®., • J O LENGTH A O 8RF6-1B/1T T-4" BOTTOM OF LINTEL CAVITY ®``® - U_ „B„ 8'-4" 415/ 235 1152/1152 1894 / 1552 „D„ „A„ 8F16-1B/1T „C„ �!®®® � #3 17/8 41/4 D06 TYPICAL MASONRY CONSTRUCTION QUANTITY OF #5 REBAR AT TOP � 41/4 91/4 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32 DEEP HEADER #4 W 5 5/8 91/2 20 ° G 55/8 _ SCALE: 3/4„ - 1 -0 2 FOR HEADER DEPTHS NOT LISTED ON CHART USE THE VALUES FOR THE NEXT DEPTH DOWN. c8RF14-1B/1T 0 #5 NOMINAL HEIGHT - � 113/4 : 33/4 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. FILLED CELL AND REBAR (TYP). MORTAR T-4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE » •••� �,r y U JOINTS SHOULD NOT BE CUT 4'-4" 846/833 2121/1716 3127/2839 ® �s cC .- Cq / A•�• �;• �.` : Q 5'-4" 664/572 1761/1761 2595/2695 LINTEL F = FILLED WITH GROUT MARK U = UNFILLED R = RECESSED ® ,I` cif of �* _T_ SEE FOUNDATION FOR FOOTING 6'-4" 526 / 434 1539 / 1539 1329 / 2267 480/322 1334/1334 1964/1552 REQUIREMENTS QUANTITY OF #5 REBAR @ BAR SIZE ®., • J O LENGTH A O 8RF6-1B/1T T-4" BOTTOM OF LINTEL CAVITY ®``® - U_ „B„ 8'-4" 415/ 235 1152/1152 1894 / 1552 „D„ „A„ 8F16-1B/1T „C„ �!®®® � #3 17/8 41/4 D06 TYPICAL MASONRY CONSTRUCTION QUANTITY OF #5 REBAR AT TOP � 41/4 91/4 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32 DEEP HEADER #4 W 5 5/8 91/2 20 3 55/8 _ SCALE: 3/4„ - 1 -0 2 FOR HEADER DEPTHS NOT LISTED ON CHART USE THE VALUES FOR THE NEXT DEPTH DOWN. c8RF14-1B/1T 0 #5 NOMINAL HEIGHT - � 113/4 : 33/4 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. 151/2 30 #6 33/4 j 8 1/16 14 30 1 41/2 81/16 181/2 ONOMINAL 8F16-1B/1T WIDTH O 16 1/2 35 1 51/4 13'-4° 213/4 42 TYPE DESIGNATION o 410 C) ki3O O 8RF14-0B/1T Id Z Q r, QLU O 8F16-0B/1T 1-1/2” CLEAR cli.� , c� 8F20-1B/1T _j ca < W I— O + z ., O` O 8F20-0B/1T OF F O _, m 9'-2„ co 9,_6., r = #5 REBAR AT TOP MIN. (1) REQ'D U Q •. <C C.M.U. Q U o M 0 8RF22-1B/1T z ° �20 ;_;� GROUT LL O ,0 9 z h4 c�` #5 REBAR AT BOTTOM OF LINTEL 0 O O 8F24-1B/1T CAVITY O``p BOTTOM REINFORCING PROVIDED - O SEE PLAN FOR TOP OF WALL AND LINTEL INFO 0 8RF22-0B/1T 7-5/8�ACTUAL IN LINTEL(VARIES) C� ( ) O • • , • 8F24-OB/1 T OMINAL WIDTH . 4 FILLED 4 ' N - 4 8RF30 1 B/1T O I LINTEL PER PLAN ,.A. 8F32 -113/1"r 1-1/2" CLEAR U .._ R 8RF30-OB/1T _j T TRANSOM OPENING t.: O Q w •,,_.__ _._�._.;;,. .,. � _ . '.° #5 REBAR AT TOP MIN. (1) REQ'D Z s 8F32 -0B/1T ¢ ¢ C.M.U. c<U .: .; ..:. FRAME INFILL AROU , .... z +� ; ., U_ WINDOW BY BUILDER :;, SEE FOUNDATION - O 8F38 -16/1T � g O W �v� °- N PLAN FOR FILLED CELL �r F ,+� © z Z N ' SEE WF01/SD2 FOR _ O z Z 0 INFO. MIN. 1 IS REQ'D 8F12 -1B/1T O06 MORE INFO ( ) BOTTOM REINFORCING PROVIDED Q • . ... • . co ON EITHER SIDE U.N.O. f. 0 8F40 -013/1 T 'I` U �`'• 7-5/8 ACTUAL IN LINTEL (VARIES) p^ N �� �.L J Cl) Z 0 8" NOMINAL WIDTH W 1'- UNFILLED O _ Z Z < �;; 2 2X8 WOOD HEADER W O a Egli :.... :. .... O Uoc'� ,., . TURNED SIDEWAYS. l , 01 R I ►n cn FIRST PLY 2X8 TO w U Fa- ~�r ~ DOOR OPENING .::: MASONRY WALL W/ F M wri f- 1-1/2" CLEAR z W ` Z �- �S 0 N ,'z Q J 00 t: ; .,.... SIMPSON HUS26 HANGER _ J >" ° °' p I- J EA. END. W/ 6 3/16"Qbx E a -) r 0 #5 REBAR AT TOP MIN. (1) REQ'D @ O (D Q W O N 1-3/4" TAPCONS INTO o U) LU 0) KU TOP KNOCK LINTEL BLOCK U W � - � U p . e COURSE `Z W MASONRY & (4) 10d X 1 �' 0 z W W 1/2 NAILS INTO HEADER. 0 i. co O X ° z 2ND PLY TO 1ST PLY W/- _ °-°yU O i.. ; g. #5 REBAR AT BOTTOM MIN. (1) 10d STAGGERED @ 6" O.C. O REQ'D U) � U" W 16 GA. POWERS STEEL BOXED O DO LINTEL W/ TRANSOM DETAIL N „ o z 5/$�� c -u INTEL �_ SCALE: 3/4" = V-0" 7 -0 ° -' 8" NOMINAL WIDTH (0 z POWERS STEEL o REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE „A„ „B„ „C„ „D„ „A„ „B„ „C„ „D„ #3 17/8 41/4 7 15 21/4 41/4 91/4 18 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 #5 31/8 7 113/4 25 33/4 7 151/2 30 #6 33/4 j 8 1/16 14 30 1 41/2 81/16 181/2 36 #7 1 43/8 19 13/16 16 1/2 35 1 51/4 9 13/16 213/4 42 0 J Z 0 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY SAFE LOAD TABLE NOTES H CO)W 1/8II=11-011 O 1. ALL VALUES BASED ON MINIMUM 4 NOMINAL BEARING. EXCEPTION. SAFE LOADS FOR UNFILLED p o " LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2 . SAFE LOADS FOR ALL THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF (7 RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 0 16'-0"2 L 0 = NOT O RATED. z m 49 3: SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. 99 Z O CD —� 4• SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR z W O J J 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT (1) W O O Z ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 0 � - - Y LINTEL PLAN 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. ~ o W R W O o 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. U)LLJ 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY z H CO)W 1/8II=11-011 O -CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF (7 SUPPORT: w �-- = CD —� 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT O O Z 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. U)LLJ _j Z 0 Uj 4 A° . #3 2)/2 _ ti #4 = 2 Y2" I -- :. U = .: c °. U e °• 1 „ #5 =2/z STRUCTURAL ENG CFG / BED + ° #6 3„ U) Q -- DRAFTING. ° a d .• ° wIL.bINc QC CHECK: CC „B„ a d °7 AAe r1RD W JOB Na TM - 2150516 �'. A. LAP SPLICE EMBEDDED STANDARD 900 HOOK 0 STANDARD 180 HOOK SCALE: AS INDICATED DATE: 05/29/15 D08 REBAR SPLICE DETAIL SCALE: 3/4” = V-0" 5 S5 COPYRIGHT in his document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN OF WMR & ASSOCIATES INC. MCD 2014: The information. contained t docp p y An use duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strict) prohibited. y p p Y 1 # FROM FTG. TO TIE BEAM 1 #5 FROM FTG. TO TIE BEAM O 5 O HOLD BEARING WALL SPLICE TO BE MIN. 25" GROUT SPLICE TO BE MIN. '25" GROUT BACK SO THAT GYP 2x BEARING WALL 2x BEARING WALL W CELL SOLID I I CELL SOLID FINISH IS FLUSH Ir SEE PLAN/BEARING SEE PLAN/BEARING ~ MIN 4" WITH FOUNDATION \1/4"WALL SCHEDULE WALLSCHEDULE 8' CMU BLOCK 8 CMU BLOCK 11 w 2 BELOW FOR ADDITIONAL FOR ADDITIONAL „ I 11 W - 3-1/2" CONC. SLAB w/ INFORMATION INFORMATION 3-1/2 CONC. SLAB w/ I 3-1/2 CONC. SLAB w/ ¢ 3-1/2" CONC. SLAB w/ 3-1/2" CONC. SLAB wJ FIBERMESH REINF. OVER I cn > (1) #5 s CONT. --_ _..-- -------- Z FIBERMESH REINF. OVER FIBERMESH REINF. OVER w FIBERMESH REINF. OVER FIBERMESH REINF. OVER cn 3-1/2" CONC. SLAB w/ 6 MIL VAPOR BARRIE 6 MIL VAPOR BARRIER 6 MIL VAPOR BARRIER E2II z 6 MIL VAPOR BARRIER z 6 MIL VAPOR BARRIER `–`I FIBERMESH REINF. OVER 2 PT SILL PLATE 2x PT SILL PLATE -� > 4 a g wa w:5 > 6 MIL VAPOR BARRIER x 4Uja a z Uj Cl) t�—_d - _._-I=_ II d � II_—= Ie. I ,•• ° °° ° °.e'. .e ..a a—=I I_-1 I_� g_z-r � II —.�_.�_I'-.— II.�I— -- I '- a .. d. : a :d .. 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(3) #5 BARS REQUIRED AND STANDARD FOOTING TO BE 20" WIDE 1'-4" FILL @ 95% STANDARD 1'-4" FILL @ 95% STANDARD O FOOTING TO BE 20" WIDE DENSITY DENSITY DENSITY AT 2 STORY CONDITIONS (3) #5 BARS REQUIRED AND FOOTING TO O BE 20" WIDE � WHERE 2ND STORY OCCURS FTG WHERE 2ND STORY OCCURS, FTG -4" / # BARS SHALL BE T-4" WIDE w/(3) #5 BARS o SHALL BE 1 WIDE w (3) 5 0 N ` LU W DOWN 4 DOUBLE STEP FOOTING FO OFFSET FOOTING BEARING IF INTERIOR BEARING F01 TYP. EXT. FOOTING F02 GARAGE CURB FOOTING F03 NON-BEARING STEP FO o SCALE. 3/4"-1-0 SCALE. 3/4"-1-0 SCALE. 3/4 1 0 SCALE. 3/4 1 0 SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" ���s✓ W "t ®�.....,V, ✓✓oma o �* O W 3/4" RECESS @ �' a N Z o SLIDING GLASS $ A� Q Z PER MFG. x. C: ,..I U SPECS DOOR d 4C3 J loo Z y(�..' g SLOPPED GROUT d 4. 8' CMU BLOCK ® e TO DRAIN SEE PLAN d 'd< SLOPE' O MIN. 24" BEFORE <� I dd:,. :. ``®®� _j FOR STEP OPTIONAL CURB I ®Aoltttt ANOTHER STEP ` I , d. 3-1/2 CONC. SLAB w/ (1) #5 FROM FTG. TO TIE F , W 8 (G.C. TO VERIFY) ° d d d s FIBERMESH REINF. OVER BEAM SPLICE TO BE MIN. „ I I ° ° FIBERM S E OPTIONAL 3-1/2 CONC. SLAB w/ REINF. SEE „ #5 CONT. REINF. 6 MIL. VAPOR BARRIER 25" GROUT CELL SOLIDLo CURB FOR FIBERMESH REINF. OVER P I �° a w PLAN SEE FOUNDATION , REFER TO PLANS FOR J MAS. @ ELEV. i 6 MIL VAPOR BARRIER a I dI' a e a: LOCATION o- " I, w 4 1 FOR QUANTITY �, -0 w/ 1 #5 . '' w ° �. ° d' 4 1/2 CASING ° a° a —----"M L1J d "b a a. e. BAR CONT. - P d. w o I. L) • .° —_ - a a e M!M% '.�''�— W °d—'�'L��— ".1 q b d bd ❑ 'rf ALUMINUM THRESHOLD 4 d4 4 a . — ..,. a . <. .. , Z r 1. ° °' . e ' '� a . i%) ' r — � — � �.. "•fit � .. GRADE — d a e a4 I °. .,... .• d g a �, �—� I° 5x25 x25 a r _,I, ,/ v, d ° e n a .. .. , a ----- '— o .d.. ..: ° a.. T O = a ° ° 4 - : �' . _-, _� g , , d < a (2) #5 CONT. W/ 3 4 : ° , ° I ,. CORNER BAR, ONE 3 1/2 CONC. SLAB t —1 <n MUDDED = _ — — — — M O L_ _ _ - ° -COVER 4 j4 FOR EA. HORIZONTAL w/ FIBERMESH SLOPE I = LI - I O III III III �— eI�I I�� —III FLOOR CLEAN — — — — a — — J —„ . a . d d = w ci — d ° 4.' — — I I (—I I (—III— I——I I �- a d ° 2 #5 BENT BARS W/ °...'. a a 14 REBAR, TYP. U.N.O. REINF. AND 6 MIL -I I _ _ = — _ — - z SLOPED COMPACTED - - - I- a, _ O ° „ — — - __ I- OJ Y VAPOR BARRIER 3/4 RECESS `I - I p O' o - =1 � 1=1 � _ � I- 4 I. LLI w 4 d . < � I MIN. 25" LAP SPLICE •- - - - - �a�' � — — —I �y� TO DRAIN FILL @ 95/0 -I I - - - - I- I*��I ° I _ w [� —n—.fid.. �, — .. (So I I - a. I p —I I II I I_ I I I I I I 1—III=1 I I_ ems' — _ d °a _ �.. — _ _ .# ' I —III—III III III _ d a .. (2) #5 BARS CONT. ° I STANDARD —III --III - I I 1=1 (I 111= __ ° ° ° SLOPE 1/4 „ U — _ _ -W W/ 3 COVER TYP. 1 -4 CLEAN COMPACTED !� _ _ _ DENSITY 8" x 12" THICKENED - - =I I = - I I L- — —I (- PER FOOT 4 1'-4" 2 #5 REBAR SLAB w/ (1) #5 CONT. -1 I III 1 I I I. I — „ O - (2) #5 CONT — _ 16 MIN. — _ - d d a • FILL 95% STANDARD I 1 , ,IIII II (( - I-- I — (- VERIFY W/ DETAILS FOR REQUIRED a a ° DENSIITY F071 FOOTING -1 I I� -,d WJ -III-1 I—I 11— STEEL AT 2 STORY LOCATIONS PER MFG. a. 4 °' 4 p 8" WHERE 2ND STORY OCCURS, FTG SPECS _ VERIFY W/ DETAILS FOR REQUIRED SHALL BE 1'-4'" WIDE w/(3) #5 BARS d z Q a a STEEL AT 2 STORY LOCATIONS 1, EXP JOINT � m _ D SHOWER F08 THICKENED EDGE FO 9 TYP. STEP FOOTING DETAIL F10 TYP. CORNER BAR DETAIL F11 EXT. DOOR POURED SILLS F12 INTERIOR BEARING ON CMU " 1 _ ,_ SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0 SCALE: 3/4" =1'-0" U SCALE. 3/4 0 � vJ J SEE ELEVATION Z Q cn FILLED CELL WOOD POST SEE I O W 0 FLOOR PLAN FOR SIZE ' I V I O �tS Z agii I= ----------e� 4 AND BASE CONNECTION I I (�Q GARAGE TOP COURSE TO BE ' 0 Z F_ CHAIR BLOCKS. ENTIRE W � TOP VIEW @ CORNER - - BASE To BE FILLED _ 0 SOLID _ ~ Z 1 � 1 _ O GARAGE WALL CMU BASE w/ (1) #5 1 ® 1 Q U VERTICAL@ EACH I 1 1 z W< F CORNER. SEE FLR. O Z W Z „ / BUILDER- DRIVEWAY BY PLAN FOR BASE ~ 0 -J 3-1/2 CONC. SLAB w 1 1 FIBERMESH REINF. OVERSIZE H wLL.,- 6 MIL VAPOR BARRIER CONCRETE OR 1 1 4„ v PAVERS SEE FOUNDATION 1 1 w I- FOR PAD SIZEQ W O A Z W 1 1 U. ° o b^ CONC. SLAB OR _ 1 1 — — — PAVERS PER PLAN W U) 11I kEEI I IEEIo _ .I I =III— I I- 8" x 8" THICKENED CLEAN COMPACTED I �L .r°.I:d FILL 95% STD. EDGE w/ (1) #5 °. 4 . ° CONT. 4' . a DENSITY b d. a d p a ° Q dd. ° d O J ❑ FRONT BASE NOT USED F 13 THICKENED EDGE F 15 Z GARAGE DOOR SCALE: 3/4"_V-0" COLUMN DETAIL SCALE: 3/4"=1'-0°Uj 3-1/2" CONC. SLAB w/ FIBERMESH REINF. OVER 6 MIL VAPOR BARRIER CLEAN COMPACTED FILL PVC SLEEVE MIN. - DIAMETER TO BE 2 PIPE SIZES LARGER THAN THE PENETRATING PIPE F1 C Z in T- > F- U) z W 0 0„_i—I (1)WLLI 8„CMU - ❑ W 0 FINISH PER 8 C.M.U. FINISH z F 0 PER ELEV. „ PVC OR SCH40 „ O V) ELEV. TOP (2) #5 x 4'-0” SLEEVE TOP (2) #5 x 4'-0" PVC OR SCH40 TOP (2) #5 x 4'-0" PVC OR SCH40 - W m FINISH FLOOR CENTERED AT PIPE CENTERED AT PIPE SLEEVE CENTERED AT PIPE SLEEVE W � FINISH FLOORPENETRATION PENETRATIONZ p V 0 7: Z PENETRATING D LU -� Z PENETRATING PIPE a' ° .4 6 v W �% PIPE <':. 4 „° a ° °. 4' ° a; d ,,. d Q Q t LOOP TIE (TYP.) a — _ — — _ _ O s �' GRADE — d — — I — — — — — — _ - I -__ I_I_ - - I - I -I - I — _- ' = =1 I- . - _ - - - M I = Z ° • d � a — - '79 _ __III—I =I—�I I II_ —I I—) °I I—Q I.I• I— ° a FOOTING FOOTING PER I- aZQz� SDTRRAUFTCsITNTUGRR. uAcL TE: NG: CBM PER PLAN PVC SLEEVE PLAN SEE FDN PLAN FDN. QC CHECK: ccFOR SIZE FO&REINF. FG Lij SIDE VIEW (FRONT VIEW) .REINF. JOB No. TM -2150516 SCALE: AS INDICATED PIPE VERTICAL THRU FDN PIPE PERPENDICULAR TO FND PIPE PARALLEL TO FND_ -- � ~ DATE: 05/29/15 TYPICAL FOUNDATION SCALE: 3/4" =1'-0.. PENETRATIONS - a SD1 T INC.s strict) prohibited. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA .CONSULTING &DESIGN, OF WMR & ASSOCIA ES, C y p p p Y iff OF OPENING 12 PRE-ENGINEERED WOOD 2x6x12 P.T. TRUSSES @ 24" O/C SHEATHING e CENTER BUCK (TYP) SEE ELEV. PER PLAN UPLIFT CONNECTOR (SEE SCHEDULE) CLIP EACH TRUSS STRUCTURAL SHEATHING SHEATHING DOUBLE 2x4 TOP PLATE PER PLAN SEE ROOF PLAN CLIP EACH TRUSS SEE Q MIN 2x4 STUDS 16" O/C FOR TYPE ROOF PLAN FOR TYPE I @ CLIP EACH TRUSS IF REQ'D, PROVIDE CLOSURE WALL SEE ROOF PLAN FRAME OUT TO FRAME OUT TO FOR TYPE BLOCK EDGE BLOCK EDGE --- • 3/8" DIA. ANCHOR w/ SINGLE TOP AND BASE PLATE w/ AS REQ'D (2) 16d NAILS TO TRUSS. STUDS @ FRAME OUT TO 2 X 4 P.T. TOP BUCK ; 24" O.C. AND EXTERIOR SHEATHING BLOCK EDGE Q INSTALLED PER NAILING PATTERN I z LU EXTERIOR SHEATHING ATTACHED (2) 2x TOP PLATE p e PER NAILING SCHEDULE FROM I (2) 2x #2 SYP w z TOP OF KNEEWALL TO BOTTOM �I (2) 2x #2 SYP SEE PLAN FOR (2) 2x TOP PLATE OTHERWISE SP2 CLIPS AT TOP SEE PLAN FOR BEAM SIZE LU 2x6 P.T. BUCK EACH AND SP1 CLIPS AT BASE ARE BEAM SIZE 2x4 SPF #2 KNEE WALL p F— SIDE OF OPENING ITH STUDS @ 16" O.C. O CL REQUIRED. 2x4 SPF #2 KNEE WALL U 2x4 SPF #2 KNEE WALL (2) 2x PLATE 2x PT OTTOM w/ STRUCTURAL O PROVIDE (5) 3/8" DIA. J -BOLT W/ 5-1/2" WITH STUDS 16" O.C. WITH STUDS @ 16 O.C. B • 2x BLOCKING .;; ; CRICKET AS @ �SHEATHING FROM TOP Z U w/STRUCTURAL w/STRUCTURAL PLATE EMBEDMENT AT EACH DOOR BRACKET, EACH (2) 2x #2 SYP OF WALL TO BOTTOM OF REQUIRED p LU SIDE OF DOOR. PROVIDE 1-1/2" X 3/16" THICK SHEATHING ON BOTH SEE PLAN FOR SHEATHING ON BOTH WALL. ATTACHED PER J C) 2x P.T. PLATE SIDES FROM TOP OF BEAM SIZE SIDES FROM TOP OF PRECAST NAILING SCHEDULE M WASHER W/ EACH ANCHOR. (1st BOLT TO BE SC U m WALL TO BOTTOM OF WALL TO BOTTOM OF LINTEL OR OTHERWISE SP2 CLIPS Q 8 MAX. ABV. CURB, REST EQUALLY SPACED 1/2" x 8" A.B. OR TITEN HD @ __= BEAM. ATTACHED PER p _ _ _ BEAM. ATTACHED PER BUILDER FRAME KNOCK OUT AT TOP AND SPI CLIPS – APPROXIMATELY 24" O.C.) 32" O.C. & 6" FROM EACH END NAILING SCHEDULE RADIUS AS REQ'D NAILING SCHEDULE COURSE TOP KNOCK OUT COURSE OTHERWISE SP2 CLIPS AT BASE ARE REQUIRED O w/ 1 #5 CONT. AT TOP AND SP1 CLIPS 1/2"x8" ANCHOR BOLT � O MASONRY MAIN SPAN ROOF TRUSS AT BASE ARE REQUIRED BUILDER FRAME OR TITEN HD @ 32" O.C. �o WALL _ � & 6".FROM EACH END o START BOLTS AFTER GARAGE CMU RADIUS AS REQ'D N CURB (8 MAX.) UPLIFT CONNECTOR W LLI (SEE SCHEDULE) GARAGE DOOR 4F1 KNEEWALL ABOVE 4FOI KNEEWALL AT ENTRY 4FO KNEEWALL AT ENTRY 4FO KNEEWALL AT ENTRY U. 0 SCALE. 3/4 1 0 SCALE. 3/4 1 0 SCALE. 3/4 1 0 SCALE. 3/4"-1 0 SCALE. 3/4"-1-0 1ai1d�® BUCK DETAIL MASONRY WALL w Ln (2) 2x TOP PLATE% (2) 2x PT BUCKS PRECAST LINTELW '.4! o LU O w/ 1/2" O.S.B. BETWEEN PROVIDE STANDARD HOOK •. 04.. CV Q Z (1) #51N TIE BEAM ` V' ed` � "'. a � C79 a' THREADED ROD PER PLAN MIN. NOTES: NAIL SCAB TO TOP CHORD ® : Q . G\2 _j 6" FROM END OF CMU TYPICAL TIE BEAM w/ 3000 " '� �� �" .: Q � WITH (4} 0.131 x 31/4 NAILS � - -- -- � s �,• �� � � ❑ ° 1. WINDOW AND DOOR ASSEMBLIES TO CONFORM w - psi CONC. w/(1) #5 REBAR CONT. - ' o TO 2010 FBC- R ¢✓e'er ��® 00 ADD 2x4 VERTICAL SCAB IN oso• � ®® ° ra STD HOOK cn 2. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND I - -' - - - - - - - - - o, ® >`®� J U_ REFER TO PLAN FOR INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY EACH TRUSS IF NO WEB IS „ „ „ PRESENT II (1) #5 BAR IN PRECAST LINTEL ?� ADDITIONAL WALL FRAMING � .. � W/ (1) ROW OF 3/16"X4" TAPCONS 6 FROM ENDS AND INFORMATION I <41E IF DBL. NAILER IS USED, 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF W USE 1/4" x 4-1/2" TAPCONS; BUCK (3) 0.131 x 3 1/4 NAILS TYPICAL (2) #5's VERTICAL IN _. AT EACH TRUSSa TYPICAL FILLED CELL w/ 3000 SEE NOTES FOR SPACING w GROUT FILLED CELL BLOCKING AS SPECIFIED 3. BUCKS LESS THAN 2X TO BE FASTENED W/CUT X I C IN BEARING WALL SCHEDULE psi CONC. w/(1) #5 REBAR VERT. 1 # VERTICAL IN U NAILS OR EQUIVALENT, STRUCTURAL. 2x4 X BRACEACROSS LENGTH Q II � O OF SHEARWALL > II O 5 C VERIFY w/ PLAN FOR REQ'D CONNECTION OF WINDOW TO STRUCTURE BY GROUT FILLED CELL (IF a p' LOCATIONS FASTEN PT 2x OTHERS IN THIS CASE. NAIL SCAB TO PLATE WITH RE P R AN w z rl� v NAILER TO MASONRY 3 0 131" x 3 1/4" TOE NAILS I I REQ'D E PL ) Q h, N NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL 4. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ( I ENTIRE COLUMN TO c6 o ADDED TO EXISTING 2x BUCKED OPENING, USEII BE GROUT FILLED 0' r 2x4 BLOCKING BETWEEN w c� CMU WALL AS REQ'D PER PLAN (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" O.C. SEE PLAN � . Z Tftr�_TRUSSES TOENAILED TO 4 EQ. SPACED 1/2" TITEN HD ANCHORS w/ MIN. 1 3/4 4 EMBEDMENT FOR HOLLOW BLOCK 1 OR 3 1/2" EMBEDMENT FOR SOLID BLOCK. MAX. 6" FROM TOP AND BOTTOM ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 3/16" X 3" 12" O.C. 1 2x6 3/16" X 3" 12" O.C. 2 2x8 3/16" X 3" 12" O.C. 2 1 @EACH SUCCESSIVE BUCK DOUBLE TOP PLATE WITH Q � :° o IT 5. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR 0.131 x3 1/4 NAILS @ 4 O.C. U UL CLASS A, D3462 2. INSTALL OVER 1x2 PT BATTON STRIPS z co U THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET; TRUSS (AS NOTED) O 06 ` a � 3. MEETS UL R2453 PROGRAM Q C) z U) U i 6. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO DBL TOP PLATE zNOTE: ALL HOOKS AND SPLICES TO BE F_ t 1. G-90 GALV. COATING ' 2x BUCK w/ (2) ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WINDOW MANUFACTURER'S SPECS FRAMED WALL CD CONSTRUCTED AND SIZED PER NOTES - > 2. MEETS ASTM A527 _ f' O v 3. REGULAR POLYESTER O Z 4. 1.0/0.5 MIL w/ PRIMER 0 W NAILS (TYP.)11 A U ND01VERTICAL REINFORCING - D03 BEARING/SHEARWALL T CMU rMD02x BUCK DETAIL WPT BAs PLATEW01 CONNECTION OF PERP. - DETAIL SCALE: 3/4"=1'-0" SCALE: 3/4"=1'_0�� SCALE: 1/2" =1'-0" U WALL CONNECTION DETAIL SHEARWALL TO TRUSS SCALE. 3/4 1 0 ROOF SHEATHING - SEE FRAMINGZ 2x4. PLATES OVER PRECAST LINTEL, TYP. PLAN FOR NAILING SPECS ROOF DECK - SEE RECESS WHEN REQ'D NOTE: CUT BACK 2X8 P.T. @ SEE TYPICAL HEADERVALLEY FRAMING TOP TO ALLOW CONT. 2X4 2x BLOCKING BETWEEN TRUSSES FRAMING DETAILS FORDTL. MASONRY WALL BLOCKING AROUND CURVE. ADDITIONAL INFORMATION GLUED AND NAILED AT 6" O.C. SEE PLAN MIN. 2 TAPCON ANCHORS PER r 2X8 ❑ ROOF SHINGLES: ROOF TILES: J � W g IT 11 0 CLASS A, D3462 2. INSTALL OVER 1x2 PT BATTON STRIPS z (2) LAYERS OF 3/4" CDX PLYWOOD 2. SECURE w/(4) NAILS EACH ON 43# FELT (ASTM D 228 TYPE 1) O 3. USE 19/32" OSB OR CDX SHEATHING W 06 ` a � 3. MEETS UL R2453 PROGRAM Q C) z i (3) 16d COMMON F_ 1. G-90 GALV. COATING ' .J GLUED AND NAILED AT 6" O.C. 2. MEETS ASTM A527 _ f' v 3. REGULAR POLYESTER Z 4. 1.0/0.5 MIL w/ PRIMER 0 NAILS (TYP.)11 A U STAGGERED (TYP. ARCHED RAFTER) U W LINTEL HURRICANE ANCHOR AT EACH Q _! 11 TRUSS (REFER TO ROOF PLAN) p F- W NOTE: (SEE PLAN) HEADER PER LOCATION USED ILO. CURVED TRUSS 2X8 W/ �2) 16d 7/16" O.S.B. HEADER (SEE r TOE NAILS EA. END EA. SIDE �_ PLAN) SEE FRONT ELEVATION it ri�ir ,� 2X4 SPF CONT 2X BLK'G. TO O S B / 2 2x w/ (2) 16d TOE NAILS FOR WINDOW TYPE r , i r� BLOCKING ATTACH TO w E EACH END - / NOTE: ROOF SHEATHING MUST �. 8d EACH END 7/16' O.S.B. � n 7/16" OSB W/ (2) 8d NAILS EA. SIDE NOTE: USE SIMPSON H3, r / O 2X STUDS @ 16" O.C. FOR KNEE WALL O `, J 2x4 SPF CONT. ,r''` , BE APPLIED AND FASTENED TO BLOCKING ATTACH H4 OR H5 AT EACH END ii r� , BASE TRUSS PER PLANS BEFORE � 11 �I i ELEVATION VARIES U ~ 7/16 OSB EA. SIDE, W/ TO 7/16 OSB w/ (2) 2X BLK'G. TO ; , , PRE ENGINEERED ROOF a LSTA18 @ 32" O.C. STUD TO PRE -ENG ' - Q LLI 6d NAILS(� 16" O.C. TO 8d NAILS (2) OF TRUSS/RAFTER ,, , r DORMER FRAMING IS INSTALLED. O TOP OF MASONRY z LU SIDE & TOP NAILER d'S ACH END (TYPICAL) ' o, r/ TRUSS BELOW TRUSS, SLIT ROOF SHEATHING FOR JJ - _ END VIEW 7/16 OSB EACH SIDE, r STRAP p w/ 6d NAILS 16" O.C. /rr ; , r PRE -ENG. WD <. ALUM. DRIP EDGE W (%� 2X BUCKS, SEE , , r r 2X4 WD STUD CRIPPLE Vj TO SIDE & TOP NAILER i r „ r �, 4> CONT. ROOF SHEATHING NAIL PER TRUSS, 24" O.C. 2x CONT. SUBFASCIA O MD04FOR MORE INFO. �/r r AT 16 O.C.� END VIEW 2x4 PLATES OVER ROOF , PLAN 11 V 2x BUCKS, � �_ DECK - SEE DETAIL BELOW / R-30 INSULATION VENTED ALUM. SOFFIT FOR FASTENING SPECS ' DOUBLE TOP PLATE 0 PROVIDE 2x4 BLOCKING w/(2)16d NAILS 1/2" DRYWALL z EACH END TO TOP CHORDS OF z TRUSSES BELOW WHEN BOTTOM PLATE 1x2 PT NAILER Q DOES NOT LINE UP ABOVE TRUSS TYP: SINGLE O TIE -BEAM w/ (1) #5 O BELOW AND CONNECT w/ nS20 @ 32" C ONT. GROU T z F01 ARCH WINDOW FRAMING DET. DF01 DORMER FRAMING & BOTTOM0. O.C. 01 SOLID?,. SCALE: 3/4" =1'-0" W 11 SCALE. 1/2 -1-0 L PRECAST CONC. OR POWERS REFER TO ELEV. U = O WOOD FRAME & CMU PLATE CONN. DETAIL STEEL SILL TYP, @ALL FOR OVERHANG. w O WINDOWS > z m � IF A/C IS SUSPENDED FROM TOP WINDOW PER < > PRE -MANUFACTURED FLOOR PLAN U) Z LV 0 11 1/4" DIA. FLUE W/ 2" MIN. CLEARANCE BETWEEN CHORD (2) 2X4 #2 SYP BLOCKING _ .J CHIMNEY CAP FLUE AND FRAME REQUIRED @TOP CHORD. TEXTURED � (/� � j SUPPLIED BY A/C 12 T M ACHENS W (1) SPH4 EVERY OTHER STUD GALVANIZED FLASHING PER MANUFACTURERS ATT1/2 G.W.B. OVER VAPOR CEMTITUOUS FINISH, SPEC.'S COMPANY SEE O BARRIER W/ R4.1 INSUL. 1/2" MIN. THK. ON W PLAN " " STANDARD TRUSS p W BETWEEN 3/4 P.T. VERTICAL CMU O.S.B. OR C.D.X. GABLE SHEATHING PER PLAN W/ ROOF SHEATHING TOP CHORD VARIES W 0 �- (� TOP OF CHIMNEY SHALL BE A MINIMUM 8d RING SHANK NAILS 4" O.C. ON EDGES AND 12" FURRING @ 24 O.C. z OF 2'-0" ABOVE A POINT WITHIN 10'-0" @ VERT REINF. BEYOND O Uj O.C. IN FIELD � TRUSS WEBS NOT � . W m OF THE NEAREST ROOF SHOWN FOR CLARITY W = Z 2X4 FRAMED CRICKET W/ GALVANIZED FLASHING CONC. SLAB - 8x8x16 CONC BLOCK p U 0 (� IX 2X4 VERTICAL @24" O.C. SEE FOUNDATION co LLI J Z MAX. PROVIDE (4) 10d NAILS 2x4 #2 SYP CROSS PLAN FOR MORE W 7 Q O TO BOTTOM CHD & (3) 10d + + 2x4 #2 SYP RAT RUN BRACING (AT 45°) W/ INFO �� NAILS TO TOP CHORD TOP AND BOTTOM MIN (3) 12d NAILS TO RAT MAIN FLOOR Lr RUNS. TYP EACH SIDE -�. ELEV 0'-0" (2) BAYS PAST A/C � A/C UNIT AND PAN � LOCATION. MIN (3) BAY MIN. 24" BY SUPPLIER MIN. 24" I" (4) 16d COMMONS NAILED @ EACH END LAP W/ 2 16d NAILS CONDENSATE STRUCTURAL ENG: CFG /BED O MAX 48" q MAX 48" TO EACH TRUSS. TYP ( DISPOSAL BY A/C _ —i l — QDRAFTING: GALV. FLASHING + + EACH SIDE SUPPLIER �_� �= UID _ + i I I =1 �0 z STRUCT: BM CONNECTION TO BE -._ - + + 2X4 BLOCKING W/ (2) 16d COMMONS END NAILED i- - _ - - - - - - SUPPLIED BY A/C I I S,CuI- 0 QC CHECK: CC C RLQ cn . - - - ---- - - - - - -.. 2X4 BLOCKING W/ (2) 16d + _... - ._... _....T ,_._ �.._._ _... _ � �_ W TO VERTICAL 2X4's STANDARD TRUSS COMPANY COMMONS END NAILED TO c��AllJOB No. TM - 2150516 ' BOTTOM CHORD ��i-����' SEE SHEET SDI = SCALE: AS INDICATED VERTICAL 2X4 s cn + + 2 2x4#2 SYP BLOCKING W/ FOR FTG DETAILS + + BLOCKING UNDER A/C SUPPORTS S MPSON A34 OR LUS24-2 EACH DATE: 05/29/15 CHIMNEY PRE-ENGINEERED TRUSS N (C'MO, S _TB01 A/C I TRUSS END 4so TYPICAL WALL SECTION SCALE: 3/4" =1'-0.. =1'-0" SD2 FRAMING DETAIL SCALE: SCALE: 3/4" CMU WALL SINGLE STORY. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, 0F WMR & ASSOCIATES INC. Any use duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR ..& ASSOCIATES, INC. is strictly prohibited ❑ ROOF SHINGLES: ROOF TILES: J � W g I. MEETS ANSI/UL 790, 1. CONC. OR CLAY TILES O ASTM L 1- 0 CLASS A, D3462 2. INSTALL OVER 1x2 PT BATTON STRIPS z 2. SECURE w/(4) NAILS EACH ON 43# FELT (ASTM D 228 TYPE 1) O 3. USE 19/32" OSB OR CDX SHEATHING W 06 ` a � 3. MEETS UL R2453 PROGRAM Q C) z i 26 GA. GALV. FLASHING O F_ 1. G-90 GALV. COATING ' .J J 2. MEETS ASTM A527 _ f' v 3. REGULAR POLYESTER Z 4. 1.0/0.5 MIL w/ PRIMER 0 5. MIN. THICKNESS 0.0187 1N. 6. CHROMATE TREATMENT U U W HURRICANE ANCHOR AT EACH Q _! Z big 0 TRUSS (REFER TO ROOF PLAN) p F- W BLOCKING ATTACH TO w E EACH END - / NOTE: ROOF SHEATHING MUST �. 8d EACH END 7/16' O.S.B. � n 7/16" OSB W/ (2) 8d NAILS EA. SIDE NOTE: USE SIMPSON H3, r / O 2X STUDS @ 16" O.C. FOR KNEE WALL O `, J 2x4 SPF CONT. ,r''` , BE APPLIED AND FASTENED TO BLOCKING ATTACH H4 OR H5 AT EACH END ii r� , BASE TRUSS PER PLANS BEFORE � 11 �I i ELEVATION VARIES U ~ 7/16 OSB EA. SIDE, W/ TO 7/16 OSB w/ (2) 2X BLK'G. TO ; , , PRE ENGINEERED ROOF a LSTA18 @ 32" O.C. STUD TO PRE -ENG ' - Q LLI 6d NAILS(� 16" O.C. TO 8d NAILS (2) OF TRUSS/RAFTER ,, , r DORMER FRAMING IS INSTALLED. O TOP OF MASONRY z LU SIDE & TOP NAILER d'S ACH END (TYPICAL) ' o, r/ TRUSS BELOW TRUSS, SLIT ROOF SHEATHING FOR JJ - _ END VIEW 7/16 OSB EACH SIDE, r STRAP p w/ 6d NAILS 16" O.C. /rr ; , r PRE -ENG. WD <. ALUM. DRIP EDGE W (%� 2X BUCKS, SEE , , r r 2X4 WD STUD CRIPPLE Vj TO SIDE & TOP NAILER i r „ r �, 4> CONT. ROOF SHEATHING NAIL PER TRUSS, 24" O.C. 2x CONT. SUBFASCIA O MD04FOR MORE INFO. �/r r AT 16 O.C.� END VIEW 2x4 PLATES OVER ROOF , PLAN 11 V 2x BUCKS, � �_ DECK - SEE DETAIL BELOW / R-30 INSULATION VENTED ALUM. SOFFIT FOR FASTENING SPECS ' DOUBLE TOP PLATE 0 PROVIDE 2x4 BLOCKING w/(2)16d NAILS 1/2" DRYWALL z EACH END TO TOP CHORDS OF z TRUSSES BELOW WHEN BOTTOM PLATE 1x2 PT NAILER Q DOES NOT LINE UP ABOVE TRUSS TYP: SINGLE O TIE -BEAM w/ (1) #5 O BELOW AND CONNECT w/ nS20 @ 32" C ONT. GROU T z F01 ARCH WINDOW FRAMING DET. DF01 DORMER FRAMING & BOTTOM0. O.C. 01 SOLID?,. SCALE: 3/4" =1'-0" W 11 SCALE. 1/2 -1-0 L PRECAST CONC. OR POWERS REFER TO ELEV. U = O WOOD FRAME & CMU PLATE CONN. DETAIL STEEL SILL TYP, @ALL FOR OVERHANG. w O WINDOWS > z m � IF A/C IS SUSPENDED FROM TOP WINDOW PER < > PRE -MANUFACTURED FLOOR PLAN U) Z LV 0 11 1/4" DIA. FLUE W/ 2" MIN. CLEARANCE BETWEEN CHORD (2) 2X4 #2 SYP BLOCKING _ .J CHIMNEY CAP FLUE AND FRAME REQUIRED @TOP CHORD. TEXTURED � (/� � j SUPPLIED BY A/C 12 T M ACHENS W (1) SPH4 EVERY OTHER STUD GALVANIZED FLASHING PER MANUFACTURERS ATT1/2 G.W.B. OVER VAPOR CEMTITUOUS FINISH, SPEC.'S COMPANY SEE O BARRIER W/ R4.1 INSUL. 1/2" MIN. THK. ON W PLAN " " STANDARD TRUSS p W BETWEEN 3/4 P.T. VERTICAL CMU O.S.B. OR C.D.X. GABLE SHEATHING PER PLAN W/ ROOF SHEATHING TOP CHORD VARIES W 0 �- (� TOP OF CHIMNEY SHALL BE A MINIMUM 8d RING SHANK NAILS 4" O.C. ON EDGES AND 12" FURRING @ 24 O.C. z OF 2'-0" ABOVE A POINT WITHIN 10'-0" @ VERT REINF. BEYOND O Uj O.C. IN FIELD � TRUSS WEBS NOT � . W m OF THE NEAREST ROOF SHOWN FOR CLARITY W = Z 2X4 FRAMED CRICKET W/ GALVANIZED FLASHING CONC. SLAB - 8x8x16 CONC BLOCK p U 0 (� IX 2X4 VERTICAL @24" O.C. SEE FOUNDATION co LLI J Z MAX. PROVIDE (4) 10d NAILS 2x4 #2 SYP CROSS PLAN FOR MORE W 7 Q O TO BOTTOM CHD & (3) 10d + + 2x4 #2 SYP RAT RUN BRACING (AT 45°) W/ INFO �� NAILS TO TOP CHORD TOP AND BOTTOM MIN (3) 12d NAILS TO RAT MAIN FLOOR Lr RUNS. TYP EACH SIDE -�. ELEV 0'-0" (2) BAYS PAST A/C � A/C UNIT AND PAN � LOCATION. MIN (3) BAY MIN. 24" BY SUPPLIER MIN. 24" I" (4) 16d COMMONS NAILED @ EACH END LAP W/ 2 16d NAILS CONDENSATE STRUCTURAL ENG: CFG /BED O MAX 48" q MAX 48" TO EACH TRUSS. TYP ( DISPOSAL BY A/C _ —i l — QDRAFTING: GALV. FLASHING + + EACH SIDE SUPPLIER �_� �= UID _ + i I I =1 �0 z STRUCT: BM CONNECTION TO BE -._ - + + 2X4 BLOCKING W/ (2) 16d COMMONS END NAILED i- - _ - - - - - - SUPPLIED BY A/C I I S,CuI- 0 QC CHECK: CC C RLQ cn . - - - ---- - - - - - -.. 2X4 BLOCKING W/ (2) 16d + _... - ._... _....T ,_._ �.._._ _... _ � �_ W TO VERTICAL 2X4's STANDARD TRUSS COMPANY COMMONS END NAILED TO c��AllJOB No. TM - 2150516 ' BOTTOM CHORD ��i-����' SEE SHEET SDI = SCALE: AS INDICATED VERTICAL 2X4 s cn + + 2 2x4#2 SYP BLOCKING W/ FOR FTG DETAILS + + BLOCKING UNDER A/C SUPPORTS S MPSON A34 OR LUS24-2 EACH DATE: 05/29/15 CHIMNEY PRE-ENGINEERED TRUSS N (C'MO, S _TB01 A/C I TRUSS END 4so TYPICAL WALL SECTION SCALE: 3/4" =1'-0.. =1'-0" SD2 FRAMING DETAIL SCALE: SCALE: 3/4" CMU WALL SINGLE STORY. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, 0F WMR & ASSOCIATES INC. Any use duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR ..& ASSOCIATES, INC. is strictly prohibited SIMPSON HGA-10 2x4 BLOCKING (2) 12d NAILS; ROOF SHEATHING @ 48" O.C. SIMPSON HGA-10 TOENAILED @ EACH END.AT 24" O.C. PER PLAN Ll.l @ 48" O.C. OSB NOT REQUIRED TO OSB NOT REQUIRED BE CONT. @ THE Q TO BE CONT. @THE TRANSITION FROM TOP 2x4 #2 SYP P.T. BLOCKING @ TRUSS PER PLAN � TRANSITION FROM PLT. TO GABLE TRUSS 2X4 BLOCKING@EA. OUTLOOKER (ROOF 24" O.C. w/ (2) 12d END NAILS (2) 16d TOENAILS BEAM TO GABLE 2x4 OUTLOOKERS SHEATHING SPAN TO BE 2'-0' MAX.) END @ EACH END BRACE TO LEDGER NAIL W/(2)16d NAILS EA. END DTC CLIP, (2) 8d NAILS TRUSS @ 24"o.c. MAX.F INTO BLOCKING, (4) 8d J (2)16d NAILS PLT. TO STUD TOP & 2X4 LEDGER w/ (2) 10d NAILS NAILS INTO TOP _ DBL. 2x4 TOP PLT. SHEATHING PER 2 0 MAX. BOTTOM(TYP.) (END NAIL PLTS. TO STUD) TRUSS TRUSS @EACH WEB BEAM PER PLAN PLAN ATTACH - PLATE Z PER SIMPSON H-10(TYP.) NAILING SCHEDULE '. DTC CLIP, (2) 8d NAILS INTO Z FASTEN SIDE WALL � > DOUBLE TOP PLATE BLOCKING, W Z SHEATHING PER MASONRY WALL -----::a. TAPCONS IN CMU. OR w EXTERIOR SHEATHING. PLAN. io OR LINTEL SEE ;• , ATTACH PER PLAN FROM O SIMPSON H -10A END NAIL q. OUTLOOKER SIMPSON META16 w — DIAGONALTO W/(2)16d PNILS TO TRUSS 1.n 2X FACIA, END NAIL PLAN TOP OF WALL TO BOTTOM p DBL 2X8 BEAM SIMPSON H10A TOP PLT. OUTL 6d NAILS@EA. 2x8 #2 SPF STUDS AT 16" O.C. 11 DIAGONAL TO OUTLOOKER TOP PLT. MASONRY WALL -----'- TOP 2x8 #2 SYP PT. BASE PLATE W/ Z STD CONDITION @ CMU _ 0 HOLD WALL DOWN 3-1/2" OR LINTEL SEE 1/2 x8 ANCHOR BOLT OR TITEN PRE -ENG. ROOF TRUSS 2X8's@16" O.C. FOR OUTLOOKERS PLAN . HD @ 32" O.C. & 6" FROM EACH W (TYP.) END co BEAM CONNECTION FRAME WALL CONNECTION 1'-9" MAX. SHEATHING PER PLAN _ ATTACH PER NAILING Q SCHEDULE d - p @ TEXTURED CEMTITUOUS SIMPSON DTC, (2) 8d NAILS VAULTED CONDITION CMU o -L FINISH, 7/8" MIN. THK. LL INTOBLOCKING, (4) 8d NAILS o TO TOP PLATE o 1/2" x 8" J -BOLT @ 32" O.C. AND N 6"" FROM EACH END w/ NUT & DTC CLIP, (2) 8d NA L INTO = W 1/2 GYP. BOARD WASHER BLOCKING, (2) 1/4"x 2 3/4" 1- - CEILING CEILING NAILER I r TAPCONS IN CMU. OR U-' AS REQ'D. TRUSS TRUSS SIMPSON META16 O SIMPSON A23 @EACH �®®� '�'�// CMU WALL BELOW � X111111111/ 0 BRACE TO PLATE ���7� s�I®e LLj MSTAM-24 TYP. EACH SIDE OF EACH 2x4 SYP #2 BLOCKING, @ 24" O.C. •°" `e'•w �e a r? 1/4 OLD 0 1/2" GYP. BOARD �.:. �• •.• 04 PT 2X8 PLT. �. STUD. REFER TO WALL SPLICE w/(2) 12d END NAILS EACH END. LO M ON PT. FURRING 1,. O C TRUSS PER PLAN a �� w r-- a-' d CANT. FOR CLG. —1/2 J -BOLTS w/ DETAIL FOR FLASHING ;�; ® 4'e .: 4 w - U _ (Tj • W .. Cid Z Z NAILING Q WASHERS (MIN. A35 DIAGONAL TO REQUIREMENTS (MSTAM 12 s MAY :7 WALL SHEATHING PER PLAN V • ..1 `� SURFACE m 6" EMBED) MIN. 6" TRUSS BOT. CHORD BE USED AT ENDS WHERE HEIGHT IS LAY 2X4 BLOCKING OVER THE �- �"` G• tY U O p e Q'` _ FROM EACH END LIMITED) LINTEL PER. PLAN a TOP OF THE BOTTOM CHORD. � , �: '�' � � -� PROVIDE 16d AND 32" O.C. MAX. 2x WALL SEE PLAN ATTACH w/ (2) 10d NAILS @ ®�, •• 0:• � Q NAILS GABLE END EACH TRUSS �� `°•® •. ' C�5 `�`4 cz Q F TRUSS TO ��� O 2X TOP PLATE TO GABLE ®o �_ � PLT.@12" O.C. :.: I � _ it►11 1111 ��.' � END W/ 16dNAILS@6 O.C. STD CONDITION FRAME WALL BEARING CONDITION` CMU WALL MAX. NOTE. PROVIDE ADDITIONAL BLOCKING AS REQ'D PER HIB -91 & TRUSS HGA10KT @ 32" O.C. FRAMING FOR FALSE MANUFACTURER'S DRAWINGS; CEILING GYP. BOARD IS NOT A DIAPHRAGM CMU WALL OR _ BEAM, IF REQ'D W LINTEL BELOW 2x4 STUDS @ 24" O.C. w/ J SINGLE CONTRACTOR TO FIELD VERIFY WHICH NGLE BASE &TOP PTE TIE BEAM COURSE VERIFY IF rGEO4 GABLE END VAULTED F06 NON—BEARING WALL CLIP DETAIL w/ (1) #5 CONT. w/ PLYWOOD SHEATHING FALSE BEAM CONDITION IS REQUIRED. CONTACT EOR OU COVERING IS REQ'D SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" FOR ADDITIONAL INFO AS REQ'D p� VAULTED GELLING z O c, Q CMU WALL CONNECTION CLEAR SPAN CONNECTION �- 2X4 ATTACHED TO --a. GABLE w d 2X4 BRACE WITH (2) 10d NAILS 4 ".. ° Z Q 6L4 o O (1) A23 FROM STRONGBACK O [jCr C TO DIAGONAL 2x6 COLLAR TIE HALFWAY UP ci HEIGHT OF VALLEY. FASTEN w/ (5) z �c�k�k 2X4 BLOCKS, (2)16d NAILS @ EA. � NOTE. REFER TO DETAIL GE02 THIS PAGE FOR GABLE 10d COMMON NAILS @ EACH END o END. BLOCK ADJACENT BAYS @ • • • • (TYP.) > O 0 BRACING *** EA. DIAGONAL AS SHOWN. Q FASTEN ROOF SHEATHING TO O BLOCKS W/ 8d NAILS @ 6" O.C. ATTACH 2x6 RAFTER TO 2x8 w I a MID (4) BAYS ((1) BAY AFTER RIDGE BOARD WITH A35 ON o tli CONTRACTOR TO FIELD VERIFY WHICH BRACE IS REQ'D) ONE SIDE OF RAFTER. I 2X8 RIDGE 01 GABLE END FLAT CEILING CONDITION IS REQUIRED. CONTACT EOR 2X6 ATTACH A35 ON ADJACENT BOARD - H SCALE: 3/4" =1'-0" FOR ADDITIONAL INFO AS REQ'D RAFTER TO OPPOSITE SIDE — I - U CONNECTION DETAIL 10d COMMON NAILS @ 8" O.C. (AS SHOWN) rY 5 16d NAILS REFER TO PLANS FOR EXACT FASTEN SYP OR SPF 2X6 (MIN. WIDTH) vJ BRACE TO 1 4 MAX SIZE OF O.H. PLATE THRU O.S.B SHEATHING L�S✓� Q J BLOCKING (THICKNESS PER PLAN) TO ��` cn — CONT. 2X4 PRE-ENGINEERED TRUSS BELOW WITH y w �+ W 581 1/4"x4-1/2" SIMPSON SDS SCREWS 2x6 ��.�' z �` PLATE TO TOP CHORD OF EACH TRUSS JP O o?S3 S 2X4'S @ 24 O BELOW I- W 2x4 DIAGONAL BRACE @ 48" 0 0 Z O.C. TO 3RD BAY REQ'D w/ 2x6'5 24"' O.C. MAX. STRONGBACK, SEE CHART @j REFER TO PLANS FOR \ _ EXACT SIZE OF O.H. FASTEN CONVENTIONAL 2x VALLEY RAFTER I - 2x4 BLOCKS, (2) 16d NAILS @ EA. „ (5) 16d NAILS ~ � GABLE BRACING + FRAMING (OR PRE-ENGINEERED VALLEY _ Z 1 -4 MAX. O �/ 0 END. BLOCK ADJACENT BAYS @ EA. BRACE TO SEE CHART TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 DIAGONAL AS SHOWN. FASTEN ROOF BLOCKING OR LSTA12 CONNECTORS ((5) 8d NAILS) AT 'S Q SHEATHING TO BLOCKS w/8d NAILS • EACH RAFTER TO PLATE CONNECTION V W � ~ @6"O.C.Z g z ¢ J _� 1� i CONT. 2X4 PROVIDE 2x4 BRACE TO p I_ O EA. ADJ. DIAGONAL FASTEN W TO DIAGONAL w/(2) 16d STRONGBACK IF V h NAILS. - REQUIRED, SEE Q W SIMPSON H10A z W DIAGONAL TO CHART N CF01 FIELD FRAMED BLOCKING GABLE BRACING @ 48" O.C. NOT x p (5) 16d NAILS 2X4'S 24" O.C. @ REQUIRED 6' FROM EAVES. A VALLEY DETAIL SCALE: 3/4" =1'-0 w BRACE TO O BLOCKING 0 n N a. 45° ; � ABLE END SHEATHING GABLE END SHEATHIN O G S ATH G NOTE: CONTRACTOR TO NAIL 1st KING Z FASTEN PER PLAN. )� FASTEN PER PLAN, 'kSTUD INTO HEADER PER HEADER SCHEDULE THEN ATTACHED Q PROVIDE 2x4 BRACE TO O — SPLICE AS REQ'D. SEE GABLE CONNECTION DETAIL FOR ADDITIONAL KINGS AS REQUIRED EA. ADJ. DIAGONAL FASTEN 2x CRIPPLES @ 16" o.c. w/ p REQ'D CONNECTIONSp TO DIAGONAL w/(2) 16d SIMPSON SP2 TYP. TOP AND SEE SCHEDULE Z NAILS. PROVIDE 2X BLOCKING FOR BOTTOM IF HEADER ISNOT - NAILING FLUSH AGAINST TOP PLATE 2 -ROWS 12d NAILS STAGGERED W t 12" O.C. EACH FACE OR _ 11 @ 1-- GABLE BRACING 48" PRE ENG. TRUSS WHEN STUD LENGTH IS 3 -ROWS 12d NAILS STAGGERED O LESS THAN 12 p USE I _ ,.� .,n r O.C. MAX. 45° FROM r�� HORIZONTAL (+/- 10°) BRACE NOT REQUIRED 6' FROM EAVES. PROVIDE BLOCKING BETWEEN TRUSS BAYS @ 48" O.C. FOR FIRST 3 BAYS SEE PLAN FOR SUPPORT AND TIE DOWN OF JACK TRUSSES 'NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** E GABLE BCHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 41-811 < H :!!� 71-011 (1) 2X4 BRACE 7'-0" < H -1- 9'-4" (2) 2X4 BRACE (SEE SECTION A -A) 9'-4" < HX 14'-0" STRONGBACK W/ (1) 2X4 BRACE 14'-0" < H 618'-8" STRONGBACK W/ (2) 2X4 BRACE 2X4 BRACE IF O LSTA30 STRAPS AT EACH I Q GREATER HEADER � > � STUD WRAPPED OVER u) Z LU 0 REQUIRED SEE_ TOP PLATE &NAILED TO I � Q .J J .CHART. HEADER EACH SIDE w/ I U) W 10d COMMON NAILS 11 10dNAILS ( ) DOUBLE 2x SYP #2 w/ 1/2" O LU W - -1 Y �� I I FLITCH PLATE HEADER U.N.O. I- ATTACH JAMB STUDS I SEE HEADER SCHEDULE FOR 0 W H 0 PER WF08/SD4 CONNECTION INFORMATION z GABLE VERTICAL FILLING AND BLOCKING AS <n W m DOUBLE 2x CRIPPLE REQUIRED FASTENED TO W I p H 2 Z V O 2ND 2X4 BRACE IF STUD TYPICAL I I HEADER w/ (2) ROWS OF 12d 0 V � W J REQUIRED, SEE (U.N.O.) I @ 16 O.C. UNLESS NOTED' w -3z >_ O Q OTHERWISE O Q = x CHART I I p 2x STUDS TYP. = 11 I 1/2" THREADED ROD EACH SIDE OF A -A GABLE VERTICAL BRACING A I HEADER (CENTERED Win TOP PLATE U) STRUCTURAL ENG: CFG./ BED OR 6" FROM JAMB STUDS) w/ MIN 6" Q DRAFTING: --- -- --- I EMBEDMENT INTO FOUNDATION ONLY Z I @ BRG WALL LOCATIONS W/ UPLIFT w STRUCT: BM ,0O p p O - QC CHECK: CC NOTE: FtijN PT BOTTOM PLATE w - - - _ - __ --- ALL GABLE BRACING IS TO BE SYP#2 OR BETTER G � JOB No. TM - 2150516 I gu1�t��t� c0 SCALE: AS INDICATED DATE: 05/29/15 GABLE END a@ FLAT CEILING rGE,02 GABLE BRACING F09 WALL HEADER DETAIL w/ BOSTON HIP SCALE: 3/4" =1'-0" DETAIL SCALE: 3/4" =1'-0" SCALE: 1/2" =1'4" 19 4 SD3 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. An use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. p p Y Y EXTERIOR WALL OR TRUSS W 3/8" 2x DBL TOP- U to 1 NAIL AT BASE USING 2 ROWS OF 8d COMMON NAILS 3 O.C. 2x6 SYP #2 LEDGER. ATTACH TO STUDS W/ (2) 1/4" �s �� Q O @ SHEATHING PER X 4'/s" SIMPSON SDS SCREWS @ 16'0.C. MAX. 2 PLATE BEYOND MIN. /� SHEATHING d _ PLAN ATTACH TO GABLE END STUDS W/ (2) 1/4" X 3'/" o o Q NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON NAILS @ 3" O.C. CONNECTION PER PLAN W SIMPSON SDS SCREWS @ 16" O.C. MAX. _ — _ — T = — — — a 3 NAIL OPENING PERIMETER w/ 2 ROWS 3" O.C. W/ 8d COMMON NAILS S =NAIL ~ IF ATTACHING TO MASONRY USE 2x6 PT SYP #2 Tr -71 1T IT- c) @ °I SPACING Q LEDGER W/ (2) 1/4" x 2 3/4" TAPCONS AT 12" O.C. I I I I I I II II 11` W NAIL INT. W/ 8d COMMON NAILS @ 6" O.C. U.N.O. ON PLANS 11 I I 11 11 11 I I 5 STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d COMMON NAILS @ 3" O.C.o _ 2X12 BOX HDR w/ 2x8's TOP & BOT., o WALL p FASTEN w/ 10d X 3 NAILS @ 6 O.C. 2X8 III III 11 11 11 I I SHEATHING 6O PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS 3" O.C. 2 ROWS TOP & BOTTOM A 1/2" - TO 2X12 AT WALL TO BE FASTENED TO < III III I I I I I I I SPLICE, SEE @ O @ Q - PRECAST LINTEL w/ (2)ROWS STAGGERED Z 12 2x4 SYP #2 OR PRE-ENGINEERED III ROOF TRUSSES @ 24 O.C. MAX. OPENING III I I I I I II SPLICE DETAIL. w w 7 (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL OF 1/4" x 4 TAPCONS @ 16" O.C. MAX. w III III SEE PLAN 4 MAX 1/$" SPACE w c~n O MEMBER If GABLE END LINTEL SEE � DESIGNED FOR SHINGLE ONLY 2 DOUBLE NAIL EDGE SPACING cn BETWEEN U) PLAN i 2x4 SYP #2 LEDGER. ATTACH TO STUDS OR BEAM W/ FLOOR SYSTEM OO X PLAN • (2) 1/4" X 4'/2' SIMPSON SDS SCREWS @ 16" O.C. MAX. — — — — — — — — — — — — — — — u NAILING PER O 4'-0 MAX ATTACH TO GABLE END STUDS W/ (2) 1/4" X 3'/i' SCHEDULE PKT SGD � „ 2x BOTTOM PLATE 2X8 P.T. SYP. #2 TOP & SIMPSON SDS SCREWS @ 16 O.C. MAX. CUT TO FIT 1 2X4 BLOCKING ATTACH PER MANUF. SPEC'S o BEYOND SEE PLAN BOTTOM w/ 10d NAILS --- -- --- IF ATTACHING TO MASONRY USE 2x4 PT SYP #2 OPENING SIZE PLACED FLATWISE @ N LEDGER W/ 1/4" x 2 3/4" TAPCONS AT 12" O.C. SHEATHING DIAGRAM (2) 16d NAILS 3 O.C. TO 2x6 VERTICALS w EACH END = W SHEATHING SPLICE DETAIL SD01� SHED ROOF DETAIL F1 EXTERIOR SHEATHING ATTACHMENT PS01HEADER SECTIONPOCKET o PIPE OR DUCT W/ PENETRATION - OF MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z W/ (12) 16d NAILS TYP. TOP & BOT. 01 SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0 SGD w/ TRANSOM CD o w � `\\111111111/A/�' a o Y � N NOTES: ` � ai'Lf 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN+ + • e°J//�j 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION + + ° °��� �'� N Z Z NOTE: 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 0 PLATE LENGTHS MUST BE AT 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4"ul LU " " •••� g LEAST 8'-0" LONG. TYP. PROVIDE 2X4 ON TOP OF 2X8 OUTSIDE (2) 2x4's PER EDGE DISTANCE ETAIL SEE TRUSS PLAN 2x4 #2 SYP BLOCKING�� Q TO BLOCK OUT TOP PLATE @ 24 O.C. w/ (3) 12d O ®; �• • 2 ROWS 10d 3' O.C. ,�+ '�✓. w Q FOR MORE INFO ° ,� Q @ ATTACH W/ (2) 10d NAILS O.C. 2" EDGE 3 EDGE 5" EDGE NAILS @ EA. END °• ®� (SOLID BLOCK w/ 2x6) ALONG w/ •� •� •°� ��„ eee, L J O � 10d x 3" CONNECTORS ��e � � 2x4 STUDS PER DOUBLE 2X4 TOP PLATEFrr Mw + ++ + + \� DOUBLE 10d @ 3 O.C. FRAMING PLAN 10d x 3" + + + + �►tl1111 \ TOP SPLICE COMMON° .. 2x8 #2 SPF VERTICAL @ w 0 0 o c7 w z 4„ 4 24" O.C. w/ EXTERIOR ILA8„ Z 3" Z Z v ¢ 2x4 #2 SYP P.T. @ EACH TRUSS w/ SHEA: O 12d 2 4,j, w w _w NAILS EACH BRACING O O �8 �l! to 5 L 4 1/2" °- w cn (4) 12d NAILS INTO TRUSS & (3) 12d @ U • M/ 10d x 3" p -- TOENAILS INTO OTHER TRUSS O p @ EACH VERTICAL Z 0 ( M 2x4 BEYOND AGAINST COMMON w Q 0 i, 2x8 STUDS y N ., 10dx3 0 � x ch �, o TOP SPLICE COMMON Z Z "� TRANSOM BETWEEN LINTELS • - ATTACH 2X STUDS T TOP C� OPP. SIDE Q o 0 SEE PLAN FOR w ° ATTACH 2X STUDS TO TOP 0 a a Q „ LINTEL INFO 0- U;' PLATE W/ 4 16d NAILS 2 ON — I I cn I I cn I I 10d x 3 SLOPE AS REQ'D Q a PLATE W/ (4) 16d NAILS ((2) ON O (() U — OPP. SIDE _ m EA. SIDE TYP. AT ALL EA. SIDE) TYP. AT ALL DOUBLE 2X8 Q TOP PLATE o- " 2x6 #2 SYP P.T. CONT. w/ (2) U EXTERIOR CONDITIONS EXTERIOR CONDITIONS 10d x 3" 1/4" x 3 1/2" TAPCONS @ 12' 2x8 STUDS PER O.C. SPACED EVENLY O4 m FRAMING PLAN COMMON • VERTICALLY Z BOTTOM SPLICE OPP. SIDE CL DISTANCE PER PKT. SGD 04 Z ` OVER STUD TOP PLATE TRANSITION DETAIL ATTACHMENT BY 2x6ys\ BUILDERj 0 (2) 2X4's (2) 2X6's (2) 2X8's - 2x8 #2 SPF TOP & BOTT. w/ 8d O 2 2X COLUMN INSIDE PLY NAILS NAILED AT 8" O/C NAILS @ 4" O.C. TO 2x4 MEMBERS Of STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's °' Q m FO TYP. BRG WALL TOP PLATE SPLICE (WFO 2x BUILT-UP STUDrPS02 - SCALE:3/4"=1'-0" (3) or (4) 2x COLUMN SCALE: SECTION AT POCKET SCALE: 3/4"=1-0"COL MN DETAIL SLIDER SCALE: 3/4 V-0" U Z ROOF SHEATHING STRUCTURAL SHEATHING (2) 2x TOP PLATE x x Q 0) PLAN NAIL PER PLAN co .ATTACHED PER NAILING x x SCHEDULE DOUBLE TOP PLATE u. W Sj 8 (2) 2x BUILT-UP COL. O ` p A Z SIMPSON SP4 OR 2x BLOCKING w/ (2) 12d 2X4 #2 SPF O SP2 @EACH STUD. z � < j NAILS EACH END BLOCKING W 0 .2x4 #2 SYP CONT. w/ (2) 16d @ @ Q �� Z COMMON NAILS EACH STUD OR 24 O.C.w/ 2 U _ „ SIMPSON LSTA30 w/ 0 TRUSS MEMBER, TYP. (MAX.24 w 16d END NAILS OJ F - PRE -ENGINEERED w (22) 10d NAILS (ALL CORNER —j O.C.). IF MASONRY, USE (2) 1/4 cn EACH END w „ ROOF TRUSS -SEE- CONDITIONS STRAP �,...I TAPCONS w/ MIN. 2 EXTERIOR SHEATHING (n FRAMING PLAN FOR AROUND TALLER STUD) EMBEDMENT @ 24 O.C.NAIL PER PLAN Z SPACING 0 PRE-ENGINEERED ROOF TRUSS - ' ~ TRUSS OR ROOF SYSTEM SEE PLAN FOR SEE FRAMING PLAN FOR SPACING SEE FLOOR PLAN FOR CONNECTION MORE BRG. WALL INFO x x w W F- h" Z W Z xx �,'•� WOOD/MASONRY WALL OR TRUSS, J Z 2X BRG WALL, SEE PLAN 0 (2) 2x TOP PLATE 4. R Q Q I I a 2X8 #2 SPF VERTICAL @ 24 O.C. SEE PLAN D FOR STUD SIZE & SPACING. DOUBLE 2x BLOCKING w/ — W MIN (2) 2x UNDER GIRDER (4) 12d NAILS @ EACH END SEE WF06/SD3 MIN W/ EXTERIOR SHEATHING O I— TRUSS U.N.O. ATTACHED PER NAILING U FOR MORE SCHEDULE END 4 12d NAILS U W D02 LEDGER AT LOW ROOF c) Q INFOR SIMPSON LSTA24 @ TOP & BOTTOM z = SCALE. 3/4 = 11-011 EACH STUD p 2X BRG WALL, SEE PLAN 4 Q 2x8 w/ (2) 10d NAILS FOR STUD SIZE & SPACING. 1 1 Z41 I N I I I ILINTEL SEE @ EACH VERTICAL d MIN (2) 2X UNDER GIRDERPLAN ATTACH 2x TO BUILT-UP TRUSS U.N.O. SEE PLAN FOR �. PKT SGD — PT POST AS NOTED CONNECTION w/ (2) ROWS OF 10d NAILS O ( ) ATTACHEDMENT Z CONTRACTOR MAY ELECT TO BUCKET STAGGERED @ 8" O.C. SHORT SPAN BEAM INTO LONG SPAN AS BY BUILDER Q INDICATED ON BEAM SCHEDULE. IF BUCKET O IS INSTALLED THE SHORT SPAN STRAP IS SECTION AT POCKET NOT REQUIRED. 4F1 SECTION AT DOUBLE BEARING F1 WALL STEP BEARING PS03 Z EXTERIOR BEAM AS NOTED SCALE: 3/4" =1'-0 SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0.. FRAME WALL SLIDER w HTS20 CLIP FROM POST TO BEAM 2 O LAP BEAM PLYS AND NAIL AS SHOWN Z IM (5) 0.131 x 3 1/4" NAILS PER PLY c~n ZW0 HTS20 CLIP FROM POST TO BEAM?cory 2,0 0 J J 5 N W LLI R ROOF SHEATHING, FR ROOF SHEATHING, . . EXTERIOR BEAM AS NOTED G9pT �9aT O �/ � R� FASTEN PER PLAN Rv FASTEN PER PLAN F Y PLAN VIEW @ TOP OF POST ss Ss o OC W 0 /1++ 2x8 TO UNDER SIDE w 0 2x4 FRAMING @ 24" O.C. 2x4 FRAMING @ 24" O.C.�-- 0 PT POST (AS NOTED) MAX. w/ SIMPSON H4 TO MAX. w/ SIMPSON H4 TO OF ROOF SHEATHING z ROOF SHEATHING ATTACHED PER III 3 III I II II II PANELS � � 0 NAILING SCHEDULE III III TYP. AROUND III I I I I 11 I I III II II II 2x STUDS BEYOND, j LL O PROVIDE (4)10d x 3" OPENING SEE PLAN FOR Q � D I— SIMPSON H3 CLIP (4) 10d NAILS FOR CONY. III III III II II I I II III I( II I II MORE INFO w = U) �I — +fl NAILS AT JOINT FRAMED MEMBERS ONLY O II I II I II II II II LU ..I Z —� 0 I I I I I I STUD Q o �. 2X6 FACIA 10d NAILS @ 4" O.C. III 2X6 FACIA II I II II II II o= 0 SHEATHING SPLICE, 2x4 SYP #2 OR FASCIA PER COMMUNITY SPECS as I I I II I I_I L - IL Id= �) - s IL U) o N m PRE-ENGINEERED ROOF _ ----- _ _ —1 ----- ----- 0 O N 2 TRUSSES 24"OC MAX j� LL O 2x4 SYP #2 LEDGER. ATTACH TO STUDS OR BEAM W/ FLOOR SYSTEM OO X PLAN • (2) 1/4" X 4'/2' SIMPSON SDS SCREWS @ 16" O.C. MAX. — — — — — — — — — — — — — — — u NAILING PER O 4'-0 MAX ATTACH TO GABLE END STUDS W/ (2) 1/4" X 3'/i' SCHEDULE PKT SGD � „ 2x BOTTOM PLATE 2X8 P.T. SYP. #2 TOP & SIMPSON SDS SCREWS @ 16 O.C. MAX. CUT TO FIT 1 2X4 BLOCKING ATTACH PER MANUF. SPEC'S o BEYOND SEE PLAN BOTTOM w/ 10d NAILS --- -- --- IF ATTACHING TO MASONRY USE 2x4 PT SYP #2 OPENING SIZE PLACED FLATWISE @ N LEDGER W/ 1/4" x 2 3/4" TAPCONS AT 12" O.C. SHEATHING DIAGRAM (2) 16d NAILS 3 O.C. TO 2x6 VERTICALS w EACH END = W SHEATHING SPLICE DETAIL SD01� SHED ROOF DETAIL F1 EXTERIOR SHEATHING ATTACHMENT PS01HEADER SECTIONPOCKET o PIPE OR DUCT W/ PENETRATION - OF MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z W/ (12) 16d NAILS TYP. TOP & BOT. 01 SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0 SGD w/ TRANSOM CD o w � `\\111111111/A/�' a o Y � N NOTES: ` � ai'Lf 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN+ + • e°J//�j 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION + + ° °��� �'� N Z Z NOTE: 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 0 PLATE LENGTHS MUST BE AT 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4"ul LU " " •••� g LEAST 8'-0" LONG. TYP. PROVIDE 2X4 ON TOP OF 2X8 OUTSIDE (2) 2x4's PER EDGE DISTANCE ETAIL SEE TRUSS PLAN 2x4 #2 SYP BLOCKING�� Q TO BLOCK OUT TOP PLATE @ 24 O.C. w/ (3) 12d O ®; �• • 2 ROWS 10d 3' O.C. ,�+ '�✓. w Q FOR MORE INFO ° ,� Q @ ATTACH W/ (2) 10d NAILS O.C. 2" EDGE 3 EDGE 5" EDGE NAILS @ EA. END °• ®� (SOLID BLOCK w/ 2x6) ALONG w/ •� •� •°� ��„ eee, L J O � 10d x 3" CONNECTORS ��e � � 2x4 STUDS PER DOUBLE 2X4 TOP PLATEFrr Mw + ++ + + \� DOUBLE 10d @ 3 O.C. FRAMING PLAN 10d x 3" + + + + �►tl1111 \ TOP SPLICE COMMON° .. 2x8 #2 SPF VERTICAL @ w 0 0 o c7 w z 4„ 4 24" O.C. w/ EXTERIOR ILA8„ Z 3" Z Z v ¢ 2x4 #2 SYP P.T. @ EACH TRUSS w/ SHEA: O 12d 2 4,j, w w _w NAILS EACH BRACING O O �8 �l! to 5 L 4 1/2" °- w cn (4) 12d NAILS INTO TRUSS & (3) 12d @ U • M/ 10d x 3" p -- TOENAILS INTO OTHER TRUSS O p @ EACH VERTICAL Z 0 ( M 2x4 BEYOND AGAINST COMMON w Q 0 i, 2x8 STUDS y N ., 10dx3 0 � x ch �, o TOP SPLICE COMMON Z Z "� TRANSOM BETWEEN LINTELS • - ATTACH 2X STUDS T TOP C� OPP. SIDE Q o 0 SEE PLAN FOR w ° ATTACH 2X STUDS TO TOP 0 a a Q „ LINTEL INFO 0- U;' PLATE W/ 4 16d NAILS 2 ON — I I cn I I cn I I 10d x 3 SLOPE AS REQ'D Q a PLATE W/ (4) 16d NAILS ((2) ON O (() U — OPP. SIDE _ m EA. SIDE TYP. AT ALL EA. SIDE) TYP. AT ALL DOUBLE 2X8 Q TOP PLATE o- " 2x6 #2 SYP P.T. CONT. w/ (2) U EXTERIOR CONDITIONS EXTERIOR CONDITIONS 10d x 3" 1/4" x 3 1/2" TAPCONS @ 12' 2x8 STUDS PER O.C. SPACED EVENLY O4 m FRAMING PLAN COMMON • VERTICALLY Z BOTTOM SPLICE OPP. SIDE CL DISTANCE PER PKT. SGD 04 Z ` OVER STUD TOP PLATE TRANSITION DETAIL ATTACHMENT BY 2x6ys\ BUILDERj 0 (2) 2X4's (2) 2X6's (2) 2X8's - 2x8 #2 SPF TOP & BOTT. w/ 8d O 2 2X COLUMN INSIDE PLY NAILS NAILED AT 8" O/C NAILS @ 4" O.C. TO 2x4 MEMBERS Of STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's °' Q m FO TYP. BRG WALL TOP PLATE SPLICE (WFO 2x BUILT-UP STUDrPS02 - SCALE:3/4"=1'-0" (3) or (4) 2x COLUMN SCALE: SECTION AT POCKET SCALE: 3/4"=1-0"COL MN DETAIL SLIDER SCALE: 3/4 V-0" U Z ROOF SHEATHING STRUCTURAL SHEATHING (2) 2x TOP PLATE x x Q 0) PLAN NAIL PER PLAN co .ATTACHED PER NAILING x x SCHEDULE DOUBLE TOP PLATE u. W Sj 8 (2) 2x BUILT-UP COL. O ` p A Z SIMPSON SP4 OR 2x BLOCKING w/ (2) 12d 2X4 #2 SPF O SP2 @EACH STUD. z � < j NAILS EACH END BLOCKING W 0 .2x4 #2 SYP CONT. w/ (2) 16d @ @ Q �� Z COMMON NAILS EACH STUD OR 24 O.C.w/ 2 U _ „ SIMPSON LSTA30 w/ 0 TRUSS MEMBER, TYP. (MAX.24 w 16d END NAILS OJ F - PRE -ENGINEERED w (22) 10d NAILS (ALL CORNER —j O.C.). IF MASONRY, USE (2) 1/4 cn EACH END w „ ROOF TRUSS -SEE- CONDITIONS STRAP �,...I TAPCONS w/ MIN. 2 EXTERIOR SHEATHING (n FRAMING PLAN FOR AROUND TALLER STUD) EMBEDMENT @ 24 O.C.NAIL PER PLAN Z SPACING 0 PRE-ENGINEERED ROOF TRUSS - ' ~ TRUSS OR ROOF SYSTEM SEE PLAN FOR SEE FRAMING PLAN FOR SPACING SEE FLOOR PLAN FOR CONNECTION MORE BRG. WALL INFO x x w W F- h" Z W Z xx �,'•� WOOD/MASONRY WALL OR TRUSS, J Z 2X BRG WALL, SEE PLAN 0 (2) 2x TOP PLATE 4. R Q Q I I a 2X8 #2 SPF VERTICAL @ 24 O.C. SEE PLAN D FOR STUD SIZE & SPACING. DOUBLE 2x BLOCKING w/ — W MIN (2) 2x UNDER GIRDER (4) 12d NAILS @ EACH END SEE WF06/SD3 MIN W/ EXTERIOR SHEATHING O I— TRUSS U.N.O. ATTACHED PER NAILING U FOR MORE SCHEDULE END 4 12d NAILS U W D02 LEDGER AT LOW ROOF c) Q INFOR SIMPSON LSTA24 @ TOP & BOTTOM z = SCALE. 3/4 = 11-011 EACH STUD p 2X BRG WALL, SEE PLAN 4 Q 2x8 w/ (2) 10d NAILS FOR STUD SIZE & SPACING. 1 1 Z41 I N I I I ILINTEL SEE @ EACH VERTICAL d MIN (2) 2X UNDER GIRDERPLAN ATTACH 2x TO BUILT-UP TRUSS U.N.O. SEE PLAN FOR �. PKT SGD — PT POST AS NOTED CONNECTION w/ (2) ROWS OF 10d NAILS O ( ) ATTACHEDMENT Z CONTRACTOR MAY ELECT TO BUCKET STAGGERED @ 8" O.C. SHORT SPAN BEAM INTO LONG SPAN AS BY BUILDER Q INDICATED ON BEAM SCHEDULE. IF BUCKET O IS INSTALLED THE SHORT SPAN STRAP IS SECTION AT POCKET NOT REQUIRED. 4F1 SECTION AT DOUBLE BEARING F1 WALL STEP BEARING PS03 Z EXTERIOR BEAM AS NOTED SCALE: 3/4" =1'-0 SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0.. FRAME WALL SLIDER w HTS20 CLIP FROM POST TO BEAM 2 O LAP BEAM PLYS AND NAIL AS SHOWN Z IM (5) 0.131 x 3 1/4" NAILS PER PLY c~n ZW0 HTS20 CLIP FROM POST TO BEAM?cory 2,0 0 J J 5 N W LLI R ROOF SHEATHING, FR ROOF SHEATHING, . . EXTERIOR BEAM AS NOTED G9pT �9aT O �/ � R� FASTEN PER PLAN Rv FASTEN PER PLAN F Y PLAN VIEW @ TOP OF POST ss Ss o OC W 0 /1++ 2x8 TO UNDER SIDE w 0 2x4 FRAMING @ 24" O.C. 2x4 FRAMING @ 24" O.C.�-- 0 PT POST (AS NOTED) MAX. w/ SIMPSON H4 TO MAX. w/ SIMPSON H4 TO OF ROOF SHEATHING z O LEDGER LEDGER + + EXTERIOR SHEATHING i LU PROVIDE (4)10d x 3" PROVIDE (4)10d x 3.. D I— V 0 Z ABU POST NAILS AT JOINT O n. LU ..I Z —� 0 STUD TRANSOM I SLOPE AS REQ'D U — �. 2X6 FACIA 10d NAILS @ 4" O.C. �� 2X6 FACIA SHEATHING SPLICE, WINDOWS SEE as BETWEEN EXTERIOR PLAN i Z U j� 5/8" THREADED ROD w/ SHEATHING & BLOCKING i p _� W W PER -ENG TRUSSES SEE TRUSS PLAN FOR 2x8 #2 SPF VERTICAL @ GYPSUM2X6 P.T. SYP. #2 CONT. w/ (2) c ' NUT SET IN ADHESIVE PER PLAN PER PLAN -- SP4 TO EACH OVERHANG WALLBOARD i 1/4" X 4" TAPCONS @ 16" O.C. m o, JOINT, MAX.LINTELSEE SPACED EVENLY VERTICALLY p CONNECTION SHEATHING ATTACHED I— TRUSS CONNECTION (2) 8d TOE NAILS TRUSS CONNECTION 1 /8" GAP (2) 8d TOE NAILS • •° PER NAILING SCHEDULE � STRUCTURAL ENG: CFG /BED PER PLAN 2x4 SYP #2 LEDGER. ATTACH TO STUDS OR BEAM W/ FLOOR SYSTEM OO X PLAN • (2) 1/4" X 4'/2' SIMPSON SDS SCREWS @ 16" O.C. MAX. — — — — — — — — — — — — — — — u NAILING PER O 4'-0 MAX ATTACH TO GABLE END STUDS W/ (2) 1/4" X 3'/i' SCHEDULE PKT SGD � „ 2x BOTTOM PLATE 2X8 P.T. SYP. #2 TOP & SIMPSON SDS SCREWS @ 16 O.C. MAX. CUT TO FIT 1 2X4 BLOCKING ATTACH PER MANUF. SPEC'S o BEYOND SEE PLAN BOTTOM w/ 10d NAILS --- -- --- IF ATTACHING TO MASONRY USE 2x4 PT SYP #2 OPENING SIZE PLACED FLATWISE @ N LEDGER W/ 1/4" x 2 3/4" TAPCONS AT 12" O.C. SHEATHING DIAGRAM (2) 16d NAILS 3 O.C. TO 2x6 VERTICALS w EACH END = W SHEATHING SPLICE DETAIL SD01� SHED ROOF DETAIL F1 EXTERIOR SHEATHING ATTACHMENT PS01HEADER SECTIONPOCKET o PIPE OR DUCT W/ PENETRATION - OF MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z W/ (12) 16d NAILS TYP. TOP & BOT. 01 SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0 SGD w/ TRANSOM CD o w � `\\111111111/A/�' a o Y � N NOTES: ` � ai'Lf 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN+ + • e°J//�j 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION + + ° °��� �'� N Z Z NOTE: 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 0 PLATE LENGTHS MUST BE AT 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4"ul LU " " •••� g LEAST 8'-0" LONG. TYP. PROVIDE 2X4 ON TOP OF 2X8 OUTSIDE (2) 2x4's PER EDGE DISTANCE ETAIL SEE TRUSS PLAN 2x4 #2 SYP BLOCKING�� Q TO BLOCK OUT TOP PLATE @ 24 O.C. w/ (3) 12d O ®; �• • 2 ROWS 10d 3' O.C. ,�+ '�✓. w Q FOR MORE INFO ° ,� Q @ ATTACH W/ (2) 10d NAILS O.C. 2" EDGE 3 EDGE 5" EDGE NAILS @ EA. END °• ®� (SOLID BLOCK w/ 2x6) ALONG w/ •� •� •°� ��„ eee, L J O � 10d x 3" CONNECTORS ��e � � 2x4 STUDS PER DOUBLE 2X4 TOP PLATEFrr Mw + ++ + + \� DOUBLE 10d @ 3 O.C. FRAMING PLAN 10d x 3" + + + + �►tl1111 \ TOP SPLICE COMMON° .. 2x8 #2 SPF VERTICAL @ w 0 0 o c7 w z 4„ 4 24" O.C. w/ EXTERIOR ILA8„ Z 3" Z Z v ¢ 2x4 #2 SYP P.T. @ EACH TRUSS w/ SHEA: O 12d 2 4,j, w w _w NAILS EACH BRACING O O �8 �l! to 5 L 4 1/2" °- w cn (4) 12d NAILS INTO TRUSS & (3) 12d @ U • M/ 10d x 3" p -- TOENAILS INTO OTHER TRUSS O p @ EACH VERTICAL Z 0 ( M 2x4 BEYOND AGAINST COMMON w Q 0 i, 2x8 STUDS y N ., 10dx3 0 � x ch �, o TOP SPLICE COMMON Z Z "� TRANSOM BETWEEN LINTELS • - ATTACH 2X STUDS T TOP C� OPP. SIDE Q o 0 SEE PLAN FOR w ° ATTACH 2X STUDS TO TOP 0 a a Q „ LINTEL INFO 0- U;' PLATE W/ 4 16d NAILS 2 ON — I I cn I I cn I I 10d x 3 SLOPE AS REQ'D Q a PLATE W/ (4) 16d NAILS ((2) ON O (() U — OPP. SIDE _ m EA. SIDE TYP. AT ALL EA. SIDE) TYP. AT ALL DOUBLE 2X8 Q TOP PLATE o- " 2x6 #2 SYP P.T. CONT. w/ (2) U EXTERIOR CONDITIONS EXTERIOR CONDITIONS 10d x 3" 1/4" x 3 1/2" TAPCONS @ 12' 2x8 STUDS PER O.C. SPACED EVENLY O4 m FRAMING PLAN COMMON • VERTICALLY Z BOTTOM SPLICE OPP. SIDE CL DISTANCE PER PKT. SGD 04 Z ` OVER STUD TOP PLATE TRANSITION DETAIL ATTACHMENT BY 2x6ys\ BUILDERj 0 (2) 2X4's (2) 2X6's (2) 2X8's - 2x8 #2 SPF TOP & BOTT. w/ 8d O 2 2X COLUMN INSIDE PLY NAILS NAILED AT 8" O/C NAILS @ 4" O.C. TO 2x4 MEMBERS Of STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's °' Q m FO TYP. BRG WALL TOP PLATE SPLICE (WFO 2x BUILT-UP STUDrPS02 - SCALE:3/4"=1'-0" (3) or (4) 2x COLUMN SCALE: SECTION AT POCKET SCALE: 3/4"=1-0"COL MN DETAIL SLIDER SCALE: 3/4 V-0" U Z ROOF SHEATHING STRUCTURAL SHEATHING (2) 2x TOP PLATE x x Q 0) PLAN NAIL PER PLAN co .ATTACHED PER NAILING x x SCHEDULE DOUBLE TOP PLATE u. W Sj 8 (2) 2x BUILT-UP COL. O ` p A Z SIMPSON SP4 OR 2x BLOCKING w/ (2) 12d 2X4 #2 SPF O SP2 @EACH STUD. z � < j NAILS EACH END BLOCKING W 0 .2x4 #2 SYP CONT. w/ (2) 16d @ @ Q �� Z COMMON NAILS EACH STUD OR 24 O.C.w/ 2 U _ „ SIMPSON LSTA30 w/ 0 TRUSS MEMBER, TYP. (MAX.24 w 16d END NAILS OJ F - PRE -ENGINEERED w (22) 10d NAILS (ALL CORNER —j O.C.). IF MASONRY, USE (2) 1/4 cn EACH END w „ ROOF TRUSS -SEE- CONDITIONS STRAP �,...I TAPCONS w/ MIN. 2 EXTERIOR SHEATHING (n FRAMING PLAN FOR AROUND TALLER STUD) EMBEDMENT @ 24 O.C.NAIL PER PLAN Z SPACING 0 PRE-ENGINEERED ROOF TRUSS - ' ~ TRUSS OR ROOF SYSTEM SEE PLAN FOR SEE FRAMING PLAN FOR SPACING SEE FLOOR PLAN FOR CONNECTION MORE BRG. WALL INFO x x w W F- h" Z W Z xx �,'•� WOOD/MASONRY WALL OR TRUSS, J Z 2X BRG WALL, SEE PLAN 0 (2) 2x TOP PLATE 4. R Q Q I I a 2X8 #2 SPF VERTICAL @ 24 O.C. SEE PLAN D FOR STUD SIZE & SPACING. DOUBLE 2x BLOCKING w/ — W MIN (2) 2x UNDER GIRDER (4) 12d NAILS @ EACH END SEE WF06/SD3 MIN W/ EXTERIOR SHEATHING O I— TRUSS U.N.O. ATTACHED PER NAILING U FOR MORE SCHEDULE END 4 12d NAILS U W D02 LEDGER AT LOW ROOF c) Q INFOR SIMPSON LSTA24 @ TOP & BOTTOM z = SCALE. 3/4 = 11-011 EACH STUD p 2X BRG WALL, SEE PLAN 4 Q 2x8 w/ (2) 10d NAILS FOR STUD SIZE & SPACING. 1 1 Z41 I N I I I ILINTEL SEE @ EACH VERTICAL d MIN (2) 2X UNDER GIRDERPLAN ATTACH 2x TO BUILT-UP TRUSS U.N.O. SEE PLAN FOR �. PKT SGD — PT POST AS NOTED CONNECTION w/ (2) ROWS OF 10d NAILS O ( ) ATTACHEDMENT Z CONTRACTOR MAY ELECT TO BUCKET STAGGERED @ 8" O.C. SHORT SPAN BEAM INTO LONG SPAN AS BY BUILDER Q INDICATED ON BEAM SCHEDULE. IF BUCKET O IS INSTALLED THE SHORT SPAN STRAP IS SECTION AT POCKET NOT REQUIRED. 4F1 SECTION AT DOUBLE BEARING F1 WALL STEP BEARING PS03 Z EXTERIOR BEAM AS NOTED SCALE: 3/4" =1'-0 SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0.. FRAME WALL SLIDER w HTS20 CLIP FROM POST TO BEAM 2 O LAP BEAM PLYS AND NAIL AS SHOWN Z IM (5) 0.131 x 3 1/4" NAILS PER PLY c~n ZW0 HTS20 CLIP FROM POST TO BEAM?cory 2,0 0 J J 5 N W LLI R ROOF SHEATHING, FR ROOF SHEATHING, . . EXTERIOR BEAM AS NOTED G9pT �9aT O �/ � R� FASTEN PER PLAN Rv FASTEN PER PLAN F Y PLAN VIEW @ TOP OF POST ss Ss o OC W 0 /1++ 2x8 TO UNDER SIDE w 0 2x4 FRAMING @ 24" O.C. 2x4 FRAMING @ 24" O.C.�-- 0 PT POST (AS NOTED) MAX. w/ SIMPSON H4 TO MAX. w/ SIMPSON H4 TO OF ROOF SHEATHING z q I� a - SEE FOUNDATION 2X4 PT LEDGER W/ 2X4 PT LEDGER w/ (2) TRUSS MEMBER E- \ I / PLAN FOR ADDITIONAL CMU WALL PER PLAN 1/4"X4" TAPCONS 2x FRAME WALL PER PLAN STRUCT: BM \ 4 ° i i / INFO 12" O.C. @ 16d NAILS @ 16" O.C. LINTEL SEE PLAN •� W .� / � _QC CHECK CC PKT SGD ATTACHMENT 2x8 w/ (2) 10d NAILS @ �viic�,� X JOB No. TM - 2150516 BY BUILDER EACH VERTICAL ----------- - ----- -. _... CONDITION @CMU WALL CONDITION @FRAME WALL G _ SCALE: AS INDICATED SIDE VIEW @ BASE OF POST C�' DATE: 05/29/15 CORNER COLUMN FRAMING F11 TRUSS SCAB DETAIL NOT USED PSO4 SECTION AT S.G.D. 4" =1'- " SCALE: 3/4" =1'-0" SCALE: 3/4" = V-0 SCALE. 3/ 0 S COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. An use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, INC. is strictly prohibited. p p Y Y LEDGER LEDGER + + U)I� W LU PROVIDE (4)10d x 3" PROVIDE (4)10d x 3.. + + V 0 Z ABU POST NAILS AT JOINT NAILS AT JOINT LU ..I Z —� 0 BASE (AS NOTED) 10d NAILS @ 4" O.C. r �. 2X6 FACIA 10d NAILS @ 4" O.C. �� 2X6 FACIA w as . j� 5/8" THREADED ROD w/ PER -ENG TRUSSES PER -ENG TRUSSES SEE TRUSS PLAN FOR 2x8 #2 SPF VERTICAL @ U CL c ' NUT SET IN ADHESIVE PER PLAN PER PLAN -- SP4 TO EACH OVERHANG MORE INFO AND 24 O.C. w/ EXTERIOR o, CONNECTION SHEATHING ATTACHED I— TRUSS CONNECTION (2) 8d TOE NAILS TRUSS CONNECTION (2) 8d TOE NAILS • •° PER NAILING SCHEDULE � STRUCTURAL ENG: CFG /BED PER PLAN TO LEDGER PER PLAN TO LEDGER 4 & (4) 12d NAILS EACH Q DRAFTING: q I� a - SEE FOUNDATION 2X4 PT LEDGER W/ 2X4 PT LEDGER w/ (2) TRUSS MEMBER E- \ I / PLAN FOR ADDITIONAL CMU WALL PER PLAN 1/4"X4" TAPCONS 2x FRAME WALL PER PLAN STRUCT: BM \ 4 ° i i / INFO 12" O.C. @ 16d NAILS @ 16" O.C. LINTEL SEE PLAN •� W .� / � _QC CHECK CC PKT SGD ATTACHMENT 2x8 w/ (2) 10d NAILS @ �viic�,� X JOB No. TM - 2150516 BY BUILDER EACH VERTICAL ----------- - ----- -. _... CONDITION @CMU WALL CONDITION @FRAME WALL G _ SCALE: AS INDICATED SIDE VIEW @ BASE OF POST C�' DATE: 05/29/15 CORNER COLUMN FRAMING F11 TRUSS SCAB DETAIL NOT USED PSO4 SECTION AT S.G.D. 4" =1'- " SCALE: 3/4" =1'-0" SCALE: 3/4" = V-0 SCALE. 3/ 0 S COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. An use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, INC. is strictly prohibited. p p Y Y 3/4" SHEATHING 2x STUDS @ 16" O.C. SEE PLAN 2x4 STUDS @ 16 O.C. TYP. U.N.O. SHEATHING PER PLAN SIMPSON LSTA30 STRAP<� S, SOLID SHEATHING (U.N.O.) ATTACH PER NAILING —EXT. FINISH SEE 1/2" GYP. BOARD F 2x4 #2 SYP BLOCKING GSHEATHING PER PLAN (MAX 10 ANGLE) W/ (22) 10d hT @HEADER SCHEDULE WALL PRE-ENGINEERED ROOF NAILS. BEND STRAP OVER SIMPSON SP4 w/ (6) 10d W @ 48" O.C. EACH H 12d 3/4" SHEATHING TYP. ATTACH PER NAILING TOP PLATE MIN. 3", THEN X 1 1/2" @ 24" O.C. 1- 2x4 BOTTOM PLATE — TRUSS -SEE FRAMING PLAN TOENAILS EACH END SCHEDULE FOR LOCATION & SPACING (2) 2x SPF TOP PLATE Q 2x STUDS @ 16" O.C. SEE PLAN (U.N.O.) 2x BOTTOM PLATE W/ RUN DOWN OF JAMB SYSTEM 42 FLOOR (2) 12d AT 12" O.C. DECKING PER ATTACH SHEATHING TO .. STUDS/ HEADER U.N.O. ON PLAN 2x BOTTOM PLATE W/ (2) 12d TRUSSES @ 24" O.C. FLOOR NAILING " (2) 2X HEADER - SEE 2ND 2x4 #2 SYP ANGLE AT 12" O.C. RIBBON BOARD WITH (2) - EXTERIOR SHEATHING FROM ; MAX. SCHEDULE FLOOR PLAN FOR MIN. AGAINST TRUSS ROWS 8d NAILS @ 3" O.C. TOP OF WALL TO BOT. RIBBON, • ---- -- -- -- --- VERTICAL @ 48" O.C. PRE -ENG FLOOR TRUSS OR (4) 16d NAILS RIBBON STAGGER ROWS 1.5" TRUSS STRAP - SEE NAIL PER PLAN ; - HEADER SIZE & REQ'D W/ (3) 12d NAILS EACH FIELD FRAME 2x4 KNEE WALL, TO EACH TRUSS SIMPSON------__FRAMING PLAN FOR JAMB STUDS —j END STUDS @ 16" O.C. W/ (2) 16d (2) 8d NAILS @ 3" o.c. META16 AT ATTACH SHEATHING TO CONNECTIONS • (2) 2X SILL AT WINDOW w/ 2x • Q NAILS @EACH END SEE WALL SHEATHING TO MASONRY OR FLOOR TRUSSES WITH (2) CRIPPLE STUDS AT EACH END Z • • NAILED TO STUD PACK w/ 10d NAILS IF HEADER IS UPSET W SYS. 42 FLOOR CONNECTOR SCHEDULE FOR EACH TRUSS MTS12 AT WOOD 8d NAILS EVERY 3" O.C. STRUCTURAL COLUMN 8" O.C. THEN STUDS @ 16" O.C. AND WINDOW IS LOWER: TRUSSES @ 24" CONNECTION SEE CONNECTOR SEE PLAN FOR SIZE " • ATTACH SILL w/ (2) 10d OE NAILS (1) 2x SILL PLATE w/ (2) w O.C. (MAX) O.S.B. TO OVERLAP SILL SCHEDULE FOR AND REQ'D # OF DOUBLE 2X TOP ATTACH RIBBON TO AT EACH END OF SILL (MAX OPEN'G 10d TOENAILS. Z :; PLATE 1 1/4" (MIN.) GYP. CLG. Mn. CONNECTION STUDS PLATE 1/2" GYP. CLG BD OR • : EACH TRUSS w/ (4) WIDTH 4'-0"). USE A35 CLIP AT EACH EXTERIOR HEADERS 0 2 5/8" TYPE "X" WHEN r::'. 8d NAILS @ 3 O.C. WALL 2x BOTTOM RIBBON 16d NAILS 2X BOTTOM PLATE' ENDfOR OPENINGS GREATER THAN OPENINGS LESS THAN O IN SHEATHING TO BOTTOM 1/2 GYP. WALL BD. OVER OR BLOCKING (PT IF MASONRY WALL • • 4' BUT LESS THAN 6' 4FT (1) 2x SILL PLATE w/ U — IN GARAGE PLATE RIGID INSUL. BETWEEN BEARING DIRECTLY OR FRAME WALL . • DECKING PER FLOOR (2) 10d TOENAILS. 0 2X4 PT SILL PLT. IF KNEEWALL P.T. FURRING STRIPS ON ON MASONRY SEE PLAN SIMPSON MSTAM36 STRAP W/ •. 8" CMU WALL ) (10) 10d TO STUDS & (8) 1/4" X • NAILING SCHEDULE SIMPSON MSTAM36 w/ (7) 10d NAILS & " OPENING LARGER THAN � U 8 CMU . • (4) 1/4 X 2 1/4 TITENS IF FLOOR 4FT (2) 2x SILL PLATE w/ LU NOTE: REFER TO JOIST MAN. SPECS FOR BLOCKING REQ. NOTE: REFER TO JOIST MAN. SPECS FOR BLOCKING REQ. 2-1/4" TITEN SCREWS TO • • FLOOR TRUSS SEE TRUSSES ARE 20" TO 26" DEEP, "" — ". � • A35 CLIPS EACH SIDE w/ LINTEL COURSE. •" FRAMING PLAN FOR CONTRACTOR TO USE SIMPSON . • 2x CRIPPLES @ 16" O.C. m 2 -STORY CONNECTION4s,2-STORY CONNECTION S1 2 STORY WALL CONNECTION USE •• CONNECTION INFO.. • Q "S, • MSTCM60 STRAP w/(20) 16d SINKERS & • w/ (2) 10d TOENAILS T&B = STRAP W/ (20) 16d SINKERS & 14 1/4" X 2 1/4'" TITENS INSTEAD OF SCALE: 3/4" =1'-0" SCALE: 3/4 =1'-0" CANTILEVER LEVER SCALE. 3/4 1 0 (14) 1/4" X 2-1/4" TAPCONS FOR • • ( ) @ PARALLEL WALL N PERP. WALL (PLYWOOD SHEATHING TRUSSES 20" TO 26" DEEP '" MSTA36 STRAP (IF TITENS ARE NOT IN •. REQ'D T&B) O ' LINTEL COURSE OR INTO FILLED CELL U- (IF TITENS ARE NOT IN LINTEL SEPARATE SHEATHING �'- +« SEE DETAIL WS11/SD5 USE 1/4" X 1 3/4" TITENS) U.N.O. COURSE OR INTO FILLED CELLFOR MORE INFO • ." UNDER WINDOW USE 1/4 X 1 3/4 TITENS) U.N.O. " NOTE: • • SEE DETAIL WS11/SD5 w 2nd FLOOR WALL; SEE PLAN • • FOR MORE INFO = W PROVIDE BLOCKING STRAPS CALLED OUT WITHIN THIS DETAIL ARE CONTRACTOR TO PROVIDE FOR MORE INFO. IF I— ry ADEQUATE WATERPROOFING.SHEATHING 1S NOT BELOW JAMBS IF FLOOR �� ONLY REQUIRED WHEN INDICATED AS SUCH ON •" LL� TRUSS IS NOT PRESENT " THE STRUCTURAL PLANS OR WHEN THE O NO CONCRTE SLAB PERMITTED CONTINUOUS TO BOTTOM OF co STRUCTURAL SHEATHING IS NOT CONTINUOUS • • FLOOR TRUSS, CONTRACTOR MASONRY WALL SEE " FROM TOP OF WALL TO BOTTOM OF FLOOR " Z1%%J11111111/j/ LLj d TO INSTALL SIMPSON LSTA18 PLAN FOR MORE INFO SYSTEM AND WHEN 3 OR MORE WINDOWS ARE «« �� i'//' 0 STRAPS FROM EA. STUD TO IN A ROW ONLY JAMB STUDS BETWEEN •. ;•••:� � = N ( 2X TOP T. RIBBONS • ®• y% ® LO o It TRUSS WINDOWS) CENTER WINDOWS MUST HAVE CONT •.® '�a�, C3 W . 6 LSTA30 STRAPS TOP AND BOTTOM AND EACH �•. '.�, ® Z Z SEE ARCH DWGS FOR • 0 ; Q SIDE OF OPENING TO TRANSFER LATERAL MASONRY WALL SEE . — Z TOPPING INFO PROVIDE BLOCKIN S �„ � D! ,_ M (Y U HANDRAIL BY OTHERS LOAD PLAN FOR MORE INFO4: • --� = -i n BELOW JAMBS ® '�C , 965 W { SOGIRDER / COL. CONNECTION S0 HEADER CONNECTION �,•;. o ,� Q a 3/4" PLYWOOD FLOOR E• 3/4" _ '-0.. ��® ®• •. ••cj�`®��4 ({ DECKING ATTACHED PER 2nd FLOOR SCALE. 3/4 - 1-0 2nd FLOOR SCAL 1 `�e� U - ROOF SHINGLES. 26 GA. GALV. FLASHING. ROOF TILES. CD SLOPE I { NAILING SCHEDULE SLOPED BALCONY FLOOR I TRUSS (12" TALL) (60/15/5 MIN. LU 11111111% zU0 LU R LAY TILES 1. MEETS ANSI/UL 790, CLASS A, ASTM D3462 1. G-90 GALV. COATING 1. CONC. O C LOADING) W/ LUS26 OR LUS46 PRE-ENGINEERED ROOF TRUSS - SEE FRAMING PLAN ,c !�IL << u) W V.I 2. SECURE W1(4)NAILS EA. 2. MEETS ASTM A527 2. INSTALL OVER 1X2 PT BATTON STRIPS TO LEDGER FOR LOCATION & SPACING S SIMPSON LSTA30 w/ (22) HFA 2X 2ND FLOOR STUDSW FELT(ASTM D 228 TYPE 1) R FELT 3. MEETS UL R2453 PROGRAM RAM 3. REGULAR POLYESTER ON 43# T 1Od NAILS (MAY BE p O �. 0 4. 1.0/0.5 MILL. W/PRIMER 3. USE 5/8" OR 19/32" OSB OR CDX 5. MIN. THICKNESS 0.0187 IN. SHEATHING• 6. CHROMATE TREATMENT • SEE PLAN° bzd, ° DOUBLE 2X TOP PLATE U ANGLED UP TO 10°) SOLID SHEATHING Z Q ' .HNT r D om e EXTERIOR SHEATHING @ HEADER Ccli, o " SEE WS11/SD5 FOR SIM. END FROM TOP OF WALL TO PRE-ENGINEERED ROOF ,• • o o � CONDITION o BOTTOM RIBBON SIMPSON SP4 w/ (6) W•o TRUSSES @ 24" O.C. TRUSS STRAP - SEE o o ATACHED PER NAILING 10d x 1 1/2" @ 24" O.C. dU Z LINTEL PER PLAN FRAMING PLAN FOR o SCHEDULE EACH SIDE ¢ O R-30 INSULATION o _"- CONNECTIONS o o OF WINDOW LOCATION U TAP EER OF 2x12 #2 SYP CONT. LEDGER W/ o °-_ t .A (3) 1/4"x4-1/2" SDS SCREWS o Ot TRUSS STRAP S 0 (2) 2x SPF TOP PLATE +O PLAN EQUALLY SPACED o o ✓ . Z by U VERTICALLY @ 24" O.C. AND @ o • (2) 8d NAILS @ 3 O.C. TO / O` JAMB STUDS & FLOOR — BEARING EA. END VERTICAL (MIN. 2 TRUSS BELOW (2) 2X HEADER - SEE 2ND FROM T&B) FLOOR PLAN FOR MIN. O SEE PLAN HEADER SIZE & REQ'D SEE WS10/SD5 FOR s STRUCTURAL COLUMN JAMB STUDS � � m ADDITIONAL INFO SEE PLAN FOR SIZE 2X BOTTOM PLATE W 1/2 CEILING GYP. BD. W ALUM. DRIP EDGE AND REQ'D # OF DECKING PER DECKING PER DBL. TOP PLATE STUDS FLOOR NAILING FLOOR NAILING U 2x CONT. SUBFASCIA ° HDR. PER PLAN SCHEDULE SCHEDULE VENTED ALUM. SOFFIT ° FLOOR TRUSS SEESEE WS06/SD5 FOR WINDOW V J FLOOR TRUSS SEE u) ♦^ Z o o FRAMING PLAN FOR SILL / FRAME DOWN INFO FRAMING PLAN FOR _ "' WINDOW AS SCHEDULED rBF`01 SECTION AT BALCONY ° CONNECTION INFO \ CONNECTION INFO ( LLJ _ MIN 2x4 STUDS@ 16 SCALE: 3/4" ,'- O.C. 0" �, _. O LU S18 SEE PLAN FOR MORE INFO ZS� O 06 ._ TEXTURED CEMTITUOUS NOTE: < I FINISH 7/8" MIN. 1/2 GYP. BD. 1 SIMPSON LST STRAPS Q O o STRAPS CALLED OUT WITHIN THIS DETAIL ARE /' U Z THICKNESS 2x BOTTOM PLATE w/ STRAP W/ (11) 10d TO o ONLY REQUIRED WHEN INDICATED AS SUCH ON O � 2 12d AT 12" O.C. Uj STUDS ABOVE PLATE THE STRUCTURAL PLANS OR WHEN THE — SIMPSON LSTA30 w/ --i r O ENGINEERED ,Z BLOCKING TRUSS U.N.O. " (41) 10d TO STUDS w ° STRUCTURAL SHEATHING IS NOT CONTINUOUS _ v U.N.O. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND ABOVE PLATE U.N.O. I— U) R-11 BATT INSULATION 3/4" O.S.B. FASTEN PER PLAN WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB 0 STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST U i� FLOOR TRUSSES SEE PLAN HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE FLOOR GIRDER OR W 0 Q FOR DEPTH AND DIRECTION FLOOR GIRDER OR OF OPENING TO TRANSFER LATERAL LOADS BEAM SEE PLAN Z LLI Z�� BEAM SEE PLAN Q —I 0 FLOOR SYSTEM DRAFT HEADER CONNECTION SEE DETAILS ABOVE FOR STOPPING AT 1000 SQ FT REFER TO ROOF PLAN SO GIRDER /COL. CONNECTION4sop I -- 2nd FLOOR HIGH BEAM SCALE: -o° w N MORE INFO. MAX: DRAFT STOPPING FOR CONNECTIONS 2nd FL. HIGH BM. SCALE: 3/4" =1'-0" @ UQ MATERIALS MIN THICKNESS Z LU SHALL BE 1/2" GYP BOARD - _r ..� OR 15/32" OR 7/16" OSB. W (n ATTACH TO FLOOR TRUSS REFER TO PLAN FOR (2) SIMSON LSTA 18 STRAPS (3) 2X STUD PACK ATTACH co BEARING w/ 8d NAILS AT 16" O.C. TOP BUILT-UP COLUMN INFO. CENTERED @ FLOOR W/ (14) PER NAILING SCHEDULE CL O SEE PLAN AND BOTTOM CHORDS I 10d NAILS_ PRE -ENG. FLOOR SYSTEM - (2) SIMSON LSTA 18 O LINTEL AS PER PLAN IF NO FLOOR SYSTEM STRAPS CENTERED @ INSTALL KNEEWALL & ATTACH 2X STUDS W/ (4) 2X STUDS FLOOR W/ (14) 10d NAILS Q (3) 2X STUDS O PROVIDE SOLID BLOCKING UNDER COLUMN ABOVE (2) 16d NAILS @ 6"-0.C. ATTACH 2X STUDS 0 D SHEATHING PER PLANZ •,. _ — W/ (2) 16d NAILS @ 6 ATTACH PER NAILING 3: WD. HD. HT. :°: O.C. E PLAN SCHEDULE, _ 11 SE CONTINUOUS FROM O TOP OF TOP PLATE TO STANDARD CORNER A -A CALIFORNIA CORNER A -A O BOTTOM PLATE: Z m WINDOW AS SCHEDULED BAND JOIST & BLKG 2X4's @ 16" O.C. OR LVL GIRDER REFER TO PLAN FOR DOUBLE BOTTOM PLATE PRE -CAST OR POWERS BUILT-UP COLUMN INFO. (2) H5 TO EACH FLOOR STEEL SILL, TYPICAL 1/2" GYP. BOARD ON 1x P.T. BEARING WALL PER PLAN FURRING w/ R-4.1 FOIL BEYOND COLUMNS TRUSS, SLIT FLOOR INSULATION DECKING TO ACCOMODATE STRAP — TEXTURED CEMTITUOUS WOOD BASE BOARD 1/2 � W m DIA. THREADED ROD WITHIN GIRDER W 1— = 00 FINISH, 1/2" MIN. ' 6" FROM COLUMN - TRUSS. PER THICKNESS ON CMU3-1/2" CONC. SLAB (2500 SEE BRG WALL/ 2 -STORY WALL PLAN (2) SIMPSON LSTA1$ W i' Z 0 p.s.i.) w/ 6x6 10/10 W.W.M. SECTION FOR MORE INFO. � � STRAPS CENTERED @ .. � 0 Q OR FIBER REINF. CONC. SEE FLOOR FRAMING ON 6 MIL. VAPOR BARRIER I REFER TO FOUNDATION FLOOR W/ (14) 10d NAILS F. PLAN FOR FTG. INFORMATION i PLAN FOR FLOORi win U VERT. #5 IN FILLED CELL a SEE TRUSS SYSTEM INFO. 3-1/2 CONC. SLAB LAYOUT FOR 1 I HANGER (2) SIMPSON META16 F FIN. FLR. FLOOR TRUSS TO EXTERIOR STRUCTURAL ENG: CFG /BED -- MASONRY WALL SHEATHING FINISH Q DRAFTING: 0'-0.. OF MASONRY H SO ' _ — - - - MASONRY WALL ATTACHED PER W ._... STRUCT: BM �..` SEE SHEET SD1 FOR FTG DETAILS ) (— —� I—{ GRADE — _ 0 NAILING SCHEDULE • I I—I a I I — QC CHECK: CC CLEAN COMPACTED w POISON TREATED gUILD1D JOB No. TM - 2150516 TRUSS PER PLAN A,.: -•a = SCALE: AS INDICATED ~ DATE: 05/29/15 TYPICAL WALL SECTION SO 2 -STORY COLUMN S 1 WALL TO FLOOR TRUSS4so SECTION CORNER FRAMING ATT. SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" _ 1'-0" SCALE: 3/4" =1'-0" � .�. 2 STORY CMU / FRAME GIRDER CONN. DETAILSD5 COPYRIGHT MCD 2014: The Information contained In this document Is copyrighted and Is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, INC. is strictly prohibited. IH W zU0 J J �S u) W V.I A A O �� 1 2X 2ND FLOOR STUDSW 0 SEE PLAN FOR MORE LU O �. 0 INFO. z r ACCOMODATE STRAP — TEXTURED CEMTITUOUS WOOD BASE BOARD 1/2 � W m DIA. THREADED ROD WITHIN GIRDER W 1— = 00 FINISH, 1/2" MIN. ' 6" FROM COLUMN - TRUSS. PER THICKNESS ON CMU3-1/2" CONC. SLAB (2500 SEE BRG WALL/ 2 -STORY WALL PLAN (2) SIMPSON LSTA1$ W i' Z 0 p.s.i.) w/ 6x6 10/10 W.W.M. SECTION FOR MORE INFO. � � STRAPS CENTERED @ .. � 0 Q OR FIBER REINF. CONC. SEE FLOOR FRAMING ON 6 MIL. VAPOR BARRIER I REFER TO FOUNDATION FLOOR W/ (14) 10d NAILS F. PLAN FOR FTG. INFORMATION i PLAN FOR FLOORi win U VERT. #5 IN FILLED CELL a SEE TRUSS SYSTEM INFO. 3-1/2 CONC. SLAB LAYOUT FOR 1 I HANGER (2) SIMPSON META16 F FIN. FLR. FLOOR TRUSS TO EXTERIOR STRUCTURAL ENG: CFG /BED -- MASONRY WALL SHEATHING FINISH Q DRAFTING: 0'-0.. OF MASONRY H SO ' _ — - - - MASONRY WALL ATTACHED PER W ._... STRUCT: BM �..` SEE SHEET SD1 FOR FTG DETAILS ) (— —� I—{ GRADE — _ 0 NAILING SCHEDULE • I I—I a I I — QC CHECK: CC CLEAN COMPACTED w POISON TREATED gUILD1D JOB No. TM - 2150516 TRUSS PER PLAN A,.: -•a = SCALE: AS INDICATED ~ DATE: 05/29/15 TYPICAL WALL SECTION SO 2 -STORY COLUMN S 1 WALL TO FLOOR TRUSS4so SECTION CORNER FRAMING ATT. SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" _ 1'-0" SCALE: 3/4" =1'-0" � .�. 2 STORY CMU / FRAME GIRDER CONN. DETAILSD5 COPYRIGHT MCD 2014: The Information contained In this document Is copyrighted and Is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, INC. is strictly prohibited. 2X 2nd FLOOR WALL W/ SIMPSON SP2 EXTERIOR SHEATHING FROM TOP OF 2X8 #2 SYP STUDS @ 16" EXT.FINISH, PER 2x BASE PLATE w/2 12d (� @ TOP & SP1 @ BASE. CONTRACTOR WALL TO BOTTOM OF SILL PLATE Q.C. SEE FRAMING PLAN W ARCHS NAILS @ 12" O.C. MAY USE LSTA19 OR MTS12 @ BASE. ATTACH PER NAILING SCHEDULE FOR CONNECTION & F- < 2x8's @ 16" O.C. APPROVED BLDG. USE I8 TO BL CKINMTS1OR LSTA18 TO BLOCKING SEE PLAN FOR WINDOW LOCATIONS (WHEN WALL IS CONT. BRG ON ROOF SHEATHING SPACING. O MAX (U.N.O.) :' WRAP BELOW. NOT REQ'D IF TRUSS STRAP STUDS w/ LSTA18 @ ATTACH PER NAILING HANGER BY OTHERS =. .SHEATHING PER PLAN STUD IS CONNECTED w/ 16" O.C. TO TRUSS BELOW) SCHEDULE ATTACH PER NAILING MTS12 OR LSTA18 2X BLOCKING W/ 2 12d PRE-ENGINEERED SCHEDULE TOENAILS EACH END PLYWOOD FLOOR TRUSS -SEE 2X4 CONT. W/ (2) 12d Q MSTAM24 EACH SIDE ;. - (2) 2x4 #2 SYP BLOCKING w/ SIMPSON HUC24-2 ATTACH PER NAILING FRAMING PLAN NAILS TO EACH STUD Z OF EACH STUD TO 2x8 #2 SYP P.T. SILL EACH END, USE (4)'10d & SCHEDULE Uj WALL BELOW W/ (9) PLATE w/ 1/2 EPDXY (2) 10d NAILS. SIMPSON H2.5 EA. � 10d NAILS AND (5)Uj ANCHOR BOLT OR UNDER WINDOW JAMBS TRUSS 2X6 #2 SYP CONT. LEDGER W/ 2 %4'x3" MAX. 2x8 #2 SYP SILL PLATE W/ Z 1/4"x2 3/4" TAPCONS _ J -BOLT W/ MIN. 7" USE 2 2x6 w/ HUC26-2. O SDS WOOD SCREWS 16" O.C. & @ /2 EPDXY ANCHOR OR w (2) 2x SYP #2 TRUSS PER PLAN PER STRAP EMBEDMENT @ 32" O.C. �� LOW ROOF TRUSS SEE FLOOR TRUSS SEE PLAN 3" FROM EA. END - USE (3) SCREWS „ i J -BOLT @ 32' O.C. W/ MIN. p O �. BUILT-UP STUD PT 2x8 BOTTOM ; & 3 FROM EACH END TRUSS PLAN FOR FOR 24 O.C. 7" EMBEDMENT & 6" FROM U — COLUMNS PLATE O.S.B. TO OVERLAP CONNECTION INFO a EACH END (� Z (� LEDGER PER PLAN BOTTOM PLATE 1 1/4" SEE PLAN RECESS LEDGER INTO °° SIMPSON'LUS26. USE °p p U) NAILER( 1x PT NAILERMIN. MIN.) TRUSS. VERIFY W/ SHOP a LUS26-2 FOR 2PLY TRUSS a p W LOW ROOF TRUSS SEE DRAWINGS m Q PT FURRING AS TRUSS PLAN FOR z°< 2x8 LEDGER W/ MIN. (4) 16d NAILS °° C.M.U. WALL SEE PLAN ¢ (2) 2x SYP COLUMNS ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT REQ'D PER ARCHS CONT. #5 IN TIE BEAM CONNECTIONS (IF MASONRY WALL SEE TO EACH STUDAT EACH SIDE OF ( FOR. MORE INFO. ROOM FOR GIRDER HANGER FLANGE. ATTACH LEDGER TO EA COLUMN ° TRUSS IS CONT. BRG ON PLAN G.T. USE (4) 16d NAILS) � w/ 4 1/4" x 3 1/2" 8 TOTAL SIMPSON SDS SCREWS 8" CMU WALL ° ° EXT. FINISH, PER ARCHS MASONRY USE HETA16 @ 24" O.C.) OPT. TRUSS RECESS LEDGER u" 4 f N SPLICE (LD01 LEDGER AT GIRDER F02 WALL S 1 SECTION COMBO LD03 SECTION AT OPEN TO ABOVE W H U_ W O sc ALE: 3/4" =1'-0"" TRUSS SCALE: 3/4'" =1'-0"" LEDGER SCALE: 3/4" =1'-0" DETAIL SCALE: 1 1/2" =1'-0" Uj vim•• W ��o� C=) z z Q1 N X ALL W/ SIMPSON SP2 EXTERIOR SHEATHING 2 W @ ATTACH PER NAILING TOP &SP1 @BASE. LSTA19 2x4 BLOCKS 2 16d NAILS SHEATHING PER � O @ EACH END. BLOCK ADJACENT 2X4 #2 SYP NAILER TO STUDS WI STUD. ATTACH TRUSS r h•. �9_j U — 0 _ J SCHEDULE -0R MTS12 MAY BE USED @ EXT. SHEATHING ATTACH PER 2x4 NAILER w/ (2) PLAN ATTACH PER NAILING SCHEDULE BAYS @ EACH DIAGONAL AS SEE 2ND FLOOR WALL 3-16d @ EA. TO NAILER W/ 3 10d TOE NAILS, O dA `«•` © p F `y >_ BASE. 2X8 @ 16" O.C. -SEE FRAMING NAILING 10d NAILS 16" O.C. @ SHOWN. FASTEN ROOF SECTION FOR ADDITIONAL ! •, ®•••'• ®� e� Q S (2) 2X4 #2 SYP BLOCKING W/ PLAN FOR MORE INFO. SCHEDULE SHEATHING TO BLOCKS w/8d INFORMATION ROOF AND EXTERIOR ��� -a O � J 2X BLOCKING W/ 2 12d _ O SIMPSON HUG24 2 EA. END TOENAILS EACH END 2x4 STUDS 16" O.C. @ NAILS @ 6" O.C. •• SHEATHING ATTACHED PER NAILING SCHEDULE I_ / ,�Oilll �� U W/ (4) 10d & (2) 10d NAILS. • USE (2) 2X6 W/ HUC26-2 2x BASE PLATE W/ (2) 12d 1/2" GYP. BOARD WINDOW JAMBS. NAILS 12" O.C. UNDER N @ (5) 16d NAILS BRACE -- 2X8 #2 SYP CONT. LEDGER W/ ------ ►� • 2x4 BLOCKING BETWEEN SIMPSON H10A @ EACH TO BLOCKING SIMPSON H2.5 TRUSS TO __----- (4) 16d NAILS. ATTACH NAILS INTO END OF EA. FLOOR TRUSS, 2 ` STUDS w/ (2) 12d TOE NAILS SEE LD02/SD4 DIAGONAL BRACE PROVIDE 2x4 BRACE TO EACH 2x6 #2 SYP CONT. LEDGER w/ (2) LEDGER 24 O.C. MAX. (INSTALL (4) NAILS O U O EACH END FOR MORE INFO. ALL THREAD ROD ADJACENT DIAGONAL, FASTEN TO DIAGONAL 16d NAILS 4"x3" SDS WOOD SCREWS @ 16" 4 AT EA. SIDE OF G.T.) p @ 48 O.C. •• w/ (2) O.C. MAX - EQUALLY SPACED & 3 FROM END OF LEDGER === Z Il Vp r� N TRUSSES PER PLAN -USE (3) SIMPSON LUS26 OR IF 2 -PLY ch C. a 2x8 #2 SYP P.T. SILL PLATE 2X4 BOTTOM PLATE, SREWS IF 24 O.C. IS REQUIRED 4 LEDGER e.' TRUSS SIMPSON LUS26-2 w • .- • ' w/ 1/2" EPDXY ANCHOR BOLT OR J -BOLT W/ MIN. 7" CONNECT TO DOUBLE TOP PLATE w/ 16d NAILS o FROM WALL BRACING @ 48 O.C. MAX. 45 F O • ,, RECESSED INTO TRUSS. VERIFY w/ a,..., SEE FLOOR FRAMING PLAN TRUSS TO LEDGER a `z o Z 0 I EMBEDMENT @ 32" O.C. & 3" @ 6" O.C. HORIZONTAL (+/- 10°) BRACE NOT REQUIRED SHOP DRAWINGS WS11/SD5 FOR MORE INFO. VERIFY PLAN FOR LOCATION_ _ -- o FROM EACH END (2) 2X4 TOP PLATE 6 FROM EAVES. AND DIRECTION (IF PARALLEL-_�- 8 CMU WALL, TYP. U .m �° PRE-ENGINEERED TRUSS - °a. SEE FRAMING PLAN FOR d C.M.U. WALL °e. 2X BEARING WALL (MIN.) O.S.B. TO OVERLAP BOTTOM PLATE 1 1/4" MIN. SEE WS10/SD5 FOR BLOCKING INFO. OC"tf cn ZO U "'' y SPACING & CONNECTION SEE PLAN a PER WITH ROOF LOAD OPT. TRUSS RECESS LEDGER INFO. a4. ° G.M.U. WALL PLAN 2X LEDGER TO UPPER FLOOR WALL w/ 1/4"x 3-1/2" SIMPSON SDS SCREW @ 16" O.C. (n 0 O - S1 SECTION AT RAISED SECTION AT ABOVE 2 STORY FRAME WALL F1W (LD04 SECTION AT LOW ROOF _F1 BRACING DETAIL SCALE: 3/4"=1'- " SCALE: 3/4" 1'-0" (~J SCALE: 3/4"=1'-0" TRUSS SCALE. 3/4"1'-o" o Cn z A Q0 � O J c) ��g�• LU z o - 0'` 12 SEE TRUSS PROFILE/ARCH PLAN FOR MORE INFORMATION U O J C) Z gg _ S J I I (2) 2x SPF TOP PLATES I I I PRE ENGINEERED WD TRUSSES 24" O.C. W = F- '— z I I I I @ _ -Z 0 (2) 2x HEADER I I I FIBERGLASS SHINGLES OR TILE VERIFY WITH ELEVATION ~ �-,` 0 U � � 2x STUDS SEE PLAN W � SEE FLOOR PLAN FOR MORE I I I TRUSS ANCHOR (SEE PLAN) ZLJJ I-- , � Z� 1 INFO I I I ¢ I_ ''^^ U) O 0 I I I ROOFING FELT APA STRUCTURAL SHEATHING O U ~ 1— N ATTACHED PER NAILING SCHEDULE ¢ LU Z W (2) 2x TOP PLATE 2x SPF I O BASE PLATE PRE-ENGINEERED (2) 2x HEADER SEE PLAN FOR Z FLOOR SYSTEM SEE 2nd FLOOR PLAN. FOR MORE INFO &CONNECTIONS ¢ KNEEWALL OR BEAM _ APPROPRIATE HEADER DETAIL SEE EL 0 :_V. WINDOW SEE PLAN FOR LOCATION 2x #2 SPF STUDS 16" O.C. w/ EXTERIOR @ 0 SHEATHING FROM TOP OF WALL TO O p Z — (2) 2x SPF I I TOP PLATES I I I BOTTOM OF TRUSS/GIRDER SEE PLAN FOR W 11 WINDOW ATTACHMENT INFO. IF WALL H C I I I 2x BLOCKING w/2 12d SHEATHING ISN T CONT. LST1$ STRAPS ARE B TOENAILS EACH SIDE IF REQ'D FROM STUDS TO GIRDER BELOW Z ¢ ~ I I WALL SHEATHING IS I-- m > z O 2x STUDS SEE PLAN I I I (2) 2x HEADER STOPPED BELOW ROOF LINE D / SEE L 02 SD4 FOR MORE INFO IF TRUSSES _ Uj J � I I I SEE FLOOR I ARE PARALLEL TO WALL � W PLAN FOR MORE I ROOF SHEATHING ATTACHED PER NAILING O Y 1 INFO I SCHEDULE 0 W 0 PLYWOOD FLOORING SEE ---~ z N O 2x P.T. BASE PLATE SEE FLOOR FRAMING PLAN I FOR MORE INFO O (D 2 co R W Im I I I 2x BASEPLATE 24" O.C. IV BEARING SCHEDULE w/12d @ WZ ... FOR A.B. INFO TO FLOOR SYSTEM BELOW \ m O W J V .�. SEE PLAN FOR L \ 0 Q Q I I DIRECTION& MORE L_ SEE FOUND. PLAN FOR FTG. REQ. INFORMATION — — — U 0., A O � " THAN 4'-2" ATTACH 1/2 THREADED ROD SEE BEARING AT OPENINGS LARGER T A A SCHEDULE ON FLOOR PLANS FOR C TOP PLATE TO HEADER WITH LSTA12 BENT O O FLOOR GIRDER SEE PLAN FOR CONNECTION SEE TRUSS LAYOUT FOR TRUSS m _j � ¢ ED STRUCTURAL ENG: CFG /BED- - ---- DRAFTING: LOCATION &CONNECTION INFO — MORE INFO MAX 5" FROM KING OVER W/ (5) 10d NAILS INTO TOP PLATE I-- z STUD AND (5) 10d NAILS INTO HEADER W STRUCT: BM - -- - QC CHECK: CG SEE CHART FOR REQUIRED IF 2ND FLOOR HEADER SITS OVER 1ST BB JACKS / KINGS # OF STUDS TO FLOOR HEADER CONTACT EOR TO ,IJILU�� r) W_.. W _.._ _---------_ JOB No. TM - 2150516 MATCH BETWEEN FLOORS REVIEW THREADED ROD SPACING�� �`"�:�.a � SCALE: AS INDICATED DATE: 05/29/15 4F142nd STORY INTERIOR BRG. PROVIDE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE F1 TYPICAL WALL SCALE: 3/4" =1'-0"" FOR EXTERIOR 2 STORY WALLS WALL &EXTERIOR # ' ,�. SD6 SCALE: $/4"' = 1'-0"' SECTION COPYRIGHT MCD 2014: The information contained in this document is convriahted and is the exclusive nrooerty of MONTA CONSULTING & DESIGN. OF WMR & ASSOCIATES. INC. Anv use. duplication. or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN. OF WMR & ASSOCIATES. INC. is strictly prohibited. MIN. (3) 2x SYP #2 J STUDS REQ'D @ END OF LANDING W/ MIN. (6) 16d NAILS FROM LEDGER TO STUD PACK Xj- STANDARD (3) 212 ' STRINGERS W/ @ 3" O.C. TOP AND SIMPSON A34 CLIP TO 6" MIN. FLOOR SYSTEM STRINGERS W/ LINE UP 2xJOIST IN -JOIST PER LINE WITH MIDDLE SIMPSON A35 / A34 2x12 STRINGER TO BE UTILIZED AS BLOCKING 12'-0" (2) 2x12 CLIP TO FLOOR TURN N LANDING 90 DEGREE U (1) 2x12 (1) 2x8 BLOCK OR SYSTEM & LANDING BEAM/FLOOR �' „ _ V-0" SCALE: 3/4 -SHEATHING FRAMINGo PLATFORM DETAIL 11'-0" (2) 2x12 � Q• �; ..J Q PENDING LANDING z SEE SCHEDULE FOR MAX WIDTH OF LANDING rz 2x12 STRINGERS ONE 0 LAYOUT. HEADER WITHIN ON EACH SIDE AND 10'-0" z g ONE @ MID-SPANBE �. �'" 2 p :►¢ Q 4'-0" FOR REQUIRED HEADER _ oO u_ r A34 @ EA. STRINGER (2)2x12 INFORMATION. TO LANDING Al ........ ...... I A 2x ATTACHED TO 5'-0" .• ':55� k • ,�� .j p � ': (3) 2x12 (2) 2x BEAM PER SCHEDULE 4'-0" MAX REQ'D @ END OF LANDING WIDTH OF LANDING FOR STRINGERS TO MID SPAN BLOCKING TO CONNECT TO. BEAM TO MATCH JOIST DEPTH W/ (3) BEAR DIRECTLY ON BUILT 10d TOENAILS EACH END STANDARD (3) 2X12 ' STRINGERS W/ @ 3" O.C. TOP AND SIMPSON A34 CLIP TO 6" MIN. FLOOR SYSTEM FLOOR LINE UP 2xJOIST IN -JOIST PER LINE WITH MIDDLE 2x8 2x12 STRINGER TO BE UTILIZED AS BLOCKING 12'-0" 2xJOISTS @ LANDING @ 16"O.C. W/ SIMPSON A35 OR LUS26 HANGER ON EACH SIDE ro 2xJOIST P.T. IF ATTACHING TO STAIR WINDER DETAIL MASONRY WALL) CONT LEDGER W/ (3) 16d NAILS @ 16" O.C. MAX. TO EACH STUD. ((2) 1/4" x 3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) MAKE PANELS WIDTH ' OF ELEVATOR DOOR @ 3" O.C. TOP AND MIN 8" BEARING FOR AT LANDING CENTER PANEL. ALL FLOOR OTHER PANELS TO -JOIST PER BEAR ON LEDGERS 2x8 RIMBOARD 2X6 #2 SPF JOISTS @ - 12" O.C. W/ (3) 16d END NAILS FROM RIM JOIST TO JOISTS W/ 2X6 MID SPAN BLOCKING SEE PLAN FOR ' ADDITIONAL BEARING WALL INFORMATION LLJ I- -PARTY WALL OR CONTRACTOR TO ELEVATOR WALL SEE CONSTRUCT PANELS PLAN TO SLIDE INTO THE ELEVATOR SHAFT J Q THRU DOOR OPENING, MIN. 7/16"SHEATHING z 1— 1 3 2 WIDTHS MAY VARY. W/ 8d RING SHANK p PANELS 1 AND 2 TO BE NAILS @ 6" O.C. ON INSTALLED AND W z EDGE AND 12 O.C. IN SHIFTED OUT TO O FIELD ALLOW FOR PANEL 3 W (WHICH IS LONGER) TO p CLCL ATTACH PLATFORM TO BE INSTALLED LAST U — LEDGER W/ 1/4" X 3-1/2 PLATFORM LAYOUT AND WILL AID LOCKING z (� SDS SCREWS @ 12" EVERYTHING F5 w O.C. ON ANGLE TYP. TOGETHER. LLI FLOOR SY M MID SPAN BLOCKING m W/ (2) 12d TOENAILS 2X6 #2 SPF CONT. O LEDGER W/ (2) 1/4" X IJi 3-1/2" SDS SCREWS @ 2X6 #2 5PF RIM BOARD O 16" O.C. MAX INTO W/ (3) 16d NAILS INTO N STUDS OR FLOOR o JOISTS W LLI SYSTEM TYP. EACH o END UNDER U_ PLATFORM ° O G7 2X6 #2 SPF @ 12" O.C. Z Uj' 't MAX 6'-0' 0 � ®®�10'Iw'�si r o i e.®®� .9 ''iLn W Cj MAX V-0" 4A % i UP COLUMNS BELOW HEIGHT OF STAIRS BEAM @ 3" O.C. TOP AND A35 @ EA. STRINGER AT LANDING ST04 ELEVATOR TEMP. FLOOR OF LANDING -JOIST PER . 2x8 XiJ 12'-0" (2) 2x12 A -A PLAN VIEW TURN N LANDING 90 DEGREE U (1) 2x12 (1) 2x8 BLOCK OR - BEAM/FLOOR �' „ _ V-0" SCALE: 3/4 -SHEATHING MIN 7/16" FLOOR PLATFORM DETAIL 11'-0" (2) 2x12 � Q• �; ..J Q PENDING LANDING 2x6 SEE SCHEDULE FOR MAX WIDTH OF LANDING HEIGHT AND PLAN 2x12 STRINGERS ONE (3) 2x12 LAYOUT. HEADER WITHIN ON EACH SIDE AND 10'-0" SUPPORT WALL COULD ONE @ MID-SPANBE �. �'" .� Q' ; "a . p :►¢ Q 4'-0" FOR REQUIRED HEADER (3) 2x12 AND SUPPORT A34 @ EA. STRINGER (2)2x12 INFORMATION. TO LANDING Al ........ ...... I A 2x ATTACHED TO 5'-0" .• ':55� k • ,�� .j p � ': (3) 2x12 . TOP PLATE 2x4 CONT s�, MIN. (3) 2x SYP #2 (2) 2X BEAM PER ATTACHING TO 2xJOIST LEDGER (P.T. PLYWOOD SHEATHING OVER LANDING MASONRY WALL) CONT 2x12 STRINGERS ONE LANDING FOR STRINGERS 3Yz" ATTACH TOP PLATE TO TO CONNECT BEAM 9660.•+• i P� W TO BEAR DIRECTLY ON STUDS REQ'D @ END OF LANDING W1 MIN. (6) 7'-0" BUILT UP COLUMN IF ATTACHING TO MASONRY WALL) ATTACHED PER BELOW. 2x4 #2 SPF STUDS @ SEE ARCH PLAN MIN. (3) 2x4 SPF #2 STUDS W/ (2) 16d TOE �� 31 NAILS 2x4 CONT. TOP PLATE COLUMN WOOD OR MASONRY 51-01, BASE PLATE WALL SEE PLAN FOR (2) 2x12 16d NAILS FROM GENERAL FLOOR 24" O.C. MAX. 4'-0" ABOVE FLOOR (ATTACH TOP PLATE W (1)2x12 (1) 2x8 LEDGER TO STUD 6-0" CONSTRUCTION EQUALLY 2j” 1 -JOIST SEE PLAN 2x4 #2 SPF STUDS @ TO STUDS W/ (2) 16d d C4 PACK SEE PLAN FOR DEPTH 3/4" PLYWOOD OR OSB 16 O.C.01 NOTES x x 24" O.C. W/ 2 12d O TOE NAILS O '�` OF LANDINGSIL SHEATHING OVER MAX2x6 TO FLOOR VERTICAL @ 6'-0" NOTCH LPLATE 0 TOENAILS BOTTOM U LANDING ATTACHED PER GENERAL FLOOR BEAM @END OF O.C. MIN. AND ANY @ FOR VERTICAL 2x4 SILL PLATE w/ 2 O 4" NOTCH SILL AND 2x4 #2 SPF STUDS @ p '' � N.T.S. FLOOR BEAM CONN. SCALE: 3/4” =1'-0" Q LANDING PER OPENING. W/IN 10d NAILS @ O.C. PLYWOOD FLOORING 24" O.C. EVERY OTHER z 71 CONSTRUCTION Z SCHEDULE HANDRAIL KNEEWALL NOTCHED 2x6 @ TO ALLOW VERTICAL STUD TO BE o '* NOTES = w 2x L -BRACE W/ 12d VERTICAL LOCATIONS). TO SLIDE DOWN TO NOTCH FLOOR ATTACHED TO I -JOIST aS - ^ Y MID SPAN BLOCKING NAILS@ 4 O.C. FACE OF I -JOIST SHEATHING TO BELOW (OTHERWISE 2x4 CONT. TOP PLATE `„ z° STANDARD (3) 2X12 O TO MATCH JOIST MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO ACCOMMODATE 2x ATTACH W/ (2) 12d Q (,) � O SYP #2 STRINGERS W/ DEPTH W/ (3) 10d STUDS W/ (2) 16d TOE ATTACH 2x6 VERTICAL TOENAILS @ BOTTOM) _s TOE NAILS � SIMPSON A34 / A35 TOENAILS EACH END SIMPSON A35 X X 2x6VERTICALAND TO I -JOIST W/ (3) Ya„ x 3„ SDS WOOD SCREWS z CLIP TO FLOOR CONNECTIONS 2x4 SILL PLATE W/ (2) L -BRACE @ 6'-0” O.C. & 2x4 SILL PLATE W/ (2) p Q SYSTEM &LANDING 10d NAILS @ 4" O.C. SECTION X -X @ ANY OPENING EQUALLY SPACED/CENTERED IN 16d TOE NAIL EA. Z' U FRAMINGz _.. MASONRY WALL OR (NOTCHED @ 2x6 2x4 CONT. TOP PLATE ATTACH TOP PLATE TO + + + + CONT. BRACE & 10d o FRAME WALL BEYOND ATTACH TOP PLATE TO 3j” 4� I -JOIST TO OUTSIDE +8 + NAILS @ 4" O.C. TO g NOTCH NAILS STUDS 2/ (2) 16d TOE BELOW (OTHERWISE FACE OF JOIST + + FLOOR SHEATHING - 5; O Q W m SILL AND SEE ARCH PLAN NAILS 2x4 #2 SPF STUDS @ + + DOUBLE I JOIST PARALLEL TO FLOOR + ATTACH 2x4 TO I -JOIST O a _ 11 I=- w o W B-B ROSS SECTION C OF BEAM TO LEDGER MAX. 4'-0" ABOVE FLOORTOENAILS 24" O.C. W/ 2 12d O TOENAILS BOTTOM N.T.S. g„ 3z „ „ W/ (2) /a x3 SDS SCREWS EQUALLY U a! TO ALLOW VERTICAL SPF SEE PLAN FOR p SLICE CUT PLYWOOD 2x4 CONT. TOP PLATE '` SPACED & CENTERED 2x6 VERTICAL AND TO SLIDE DOWN TO FACE OF TRUSS 2x4 #2 STUDS @ X 24" O.C. W/ (2) 12d X NOTCH FLOOR 2x4 SILL PLATE W/ (2) MASONRY WALL OR FLOORING FOR STRAP ATTACH TOP PLATE TO SEE ARCH PLAN IN 1 -JOIST U TOENAILS BOTTOM SHEATHING TO 16d TOE NAIL EA. U) Z W O STUDS W/ (2) 16d TOE @ ANY OPENING MAX. 4'-0" ABOVE FLOOR TO of ACCOMMODATE 2x CONT. BRACE & 10d 0 J J WOOD WALL NAILS WOOD 2x4 SILL PLATE W/ (2) 8„ WIDE WEB F � (/) W - W SCREWS EQUALLY 2x4 #2 SPF SILL PLATE 10d NAILS @ 4" O.C. X X , FLOOR SHEATHING 48" O.C. STIFFENER @ p - • • 1 SPACED/CENTERED IN TRUSS PLYWOOD FLOORING ( NOTCHED @ 2x6 W/ O Od LS 2 1 NAI @ 4" 2x4 #2 SPF STUDS @ p PERPENDICULAR TO FLOOR EA. BRACE w/ 2 ) W 0 („)" E T FLOOR DOUBLE TRUSS PARALLEL O O TO OUTSIDE FACE OF TRUSS TO ALLOW VERTICAL VERTICAL LOCATIONS). ATTACH 2x4 TO TRUSS O.C. 24" O.C. W/ (2) 12d 0 2x4 SILL PLATE W/{2) ROWS OF 10dNAILS @ CD U- U) N.T.S. TO SLIDE DOWN TO W/ (2) Ya"x3" SDS z 2 TOENAILS BOTTOM 10d NAILS @ 4" O.C. 3„ O.C. NOTE: W FACE OF TRUSS SCREWS EQUALLY 0 W m SIMPSON LSTA24 (NOTCHED @ 2x6 , _ STIFFNER TO BE Z Q ,C� V� 0 • M SPACED & CENTERED (2) 2x BEAM PER SCHEDULE 2x JOIST (P.T. IF ATTACHING TO 2x JOISTS PER MASONRY WALL) CONT LEDGER Q _ Z V (2) STRAP (1 EA. SIDE OF „ NOTCH SILL AND PLYWOOD FLOORING VERTICAL LOCATIONS). FLUSH w/ OUTSIDE OF BOTTOM CHORD O E- Q �--- ('� z as Q .-e U � � Ja � REQ D @ END OF LANDING SCHEDULE @ LANDING FOR STRINGERS TO CONNECT @ 16"O.C. W/ SIMPSON T (3) 1H NAILS ((16" O.C. MAX. TO. BEAM TO BEAR DIRECTLY A35 OR LUS26 HANGER TO EACH STUD. O.C.MAX.1/4"x 3 1/2" ON BUILT UP COLUMNS BELOW ON EACH SIDE TITENS @ 16" C. AX. FOR MASONRY WALL) A -A PLAN VIEW 180 DEGREE TURN LANDING. NOTCHERATLAN NOTCHED AT LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING (3) 16d TOENAILS` 3/4" O.S.B. W/ 8d NAILS HEIGHT OF STAIRS BEAM @ 3" O.C. TOP AND A35 @ EA. STRINGER AT LANDING BOTTOM CHORD TO LANDING OF LANDING -JOIST PER (3) 2x12 2x8 FRAMING PLAN 12'-0" (2) 2x12 W/ SQUASH SEE AR S. FOR MAX. (1) 2x12 (1) 2x8 BLOCK OR RISE F STEPS AND BEAM/FLOOR �' MI . TREAD DEPTH 2x8 TRUSS PER PLAN 11'-0" (2) 2x12 2x6 6'-011 PENDING LANDING 2x6 10 HEIGHT AND PLAN 2x12 STRINGERS ONE (3) 2x12 LAYOUT. HEADER WITHIN ON EACH SIDE AND 10'-0" SUPPORT WALL COULD ONE @ MID-SPANBE 6'-0„ REQUIRED. SEE PLAN 2x6 4'-0" FOR REQUIRED HEADER (3) 2x12 AND SUPPORT A34 @ EA. STRINGER (2)2x12 INFORMATION. TO LANDING Al ........ ...... I A 2x ATTACHED TO 5'-0" STRINGER (3) 2x12 2x JOIST (P.T. IF 9'-0" (2) 2X BEAM PER ATTACHING TO 7'-0„ SCHEDULE @ END OF MASONRY WALL) CONT 2x12 STRINGERS ONE LANDING FOR STRINGERS LEDGER w/ (3) 16d ON EACH SIDE AND TO CONNECT BEAM NAILS @ 16" O.C. MAX. ONE @ MID -SPAN TO BEAR DIRECTLY ON TO EACH STUD. ((2) 1/4" 7'-0" BUILT UP COLUMN x 3 1/2" TITENS @ 16" A35 CONNECTION BELOW. O.C. MAX. FOR MASONRY WALL) 61-01 ' MIN. (3) 2x4 SPF #2 2x8 V-0" COLUMN WOOD OR MASONRY 51-01, BASE PLATE WALL SEE PLAN FOR (2) 2x12 ATTACHED PER PLAN MORE INFO 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" 12'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 8'-0" 11'-0" (2) 2x12 2x6 6'-011 (1) 2x12 (1) 2x$ ' 2x6 4'-0" (3) 2x12 2x8 8'-0" 10'-0" (2) 2x12 2x6 6'-0„ (1) 2x12 (1) 2x8 2x6 4'-0" 2x6 VERTICAL AND (3) 2x12 2x12 9'-0" (2)2x12 2x8 7'-0" 9141 (1) 2x12 (1) 2x8 2x6 5'-0" ATTACH 2x6 VERTICAL (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" 71_01' (1) 2x12 (1) 2x8 2x6 5'-0" � vi 61-01 ' (2) 2x12 2x8 V-0" (1) 2x12 (1) 2x$ 2x6 51-01, 5'-0" OR LESS (2) 2x12 2x8 9'-01, (1)2x12 (1) 2x8 2x6 6-0" -BRACE STUD) EVERY 48 O.C. TO ALLOW VERTICAL U N� Z �.r p F i m - .FLOOR BEAM CONDITION FLOOR BEAM SEE TO SLIDE DOWN TO FACE OF I -JOIST W go PLAN 2x6 VERTICAL AND F- Z Z�ej ATTACH 2x6 VERTICAL L -BRACE @ 6'-0" O.C. & ' I— � W TO 1 -JOIST W/ (3) Ya„ x 3„ @ANY OPENING ' - `'� W Q ..C„) Q � vi a SDS WOOD SCREWS LU U ,„H N I” 4 EQUALLY 2j” 1 -JOIST SEE PLAN Q LU J W C4 SPACED/CENTERED IN p � ST02 SECTION HANDRAIL W/ 1 -JOIST TO OUTSIDE FACE OF JOIST SINGLE I JOIST PARALLEL TO FLOOR 0 (� U I— N.T.S. FLOOR BEAM CONN. SCALE: 3/4” =1'-0" Q W Z LU = w _ p 3%" 2x4 CONT. TOP PLATE U) SEE ARCH PLAN I I 2x4 CONT. TOP PLATE (ATTACH TOP PLATE O MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO „ 3 'I/2 TO STUDS W/ (2) 16d STUDS W/ (2) 16d TOE TOE NAILS � X X NAILS z 2x4 SILL PLATE W/ (2) 2x4 #2 SPF STUDS @ 2x4 #2 SPF STUDS Q 10d NAILS @ 4" O.C. 24" O.C. W/ (2) 12d 2x4 CONT. TOP PLATE 24" O.C. EVERY OTHER O � (NOTCHED @ 2x6 TOENAILS BOTTOM ATTACH TOP PLATE TO STUD TO BE p VERTICAL LOCATIONS). STUDS W/ (2) 16d TOE 32" ATTACHED TO TRUSS z 3: NOTCH NAILS 'I`�I` I BELOW (OTHERWISE SILL AND SEE ARCH PLAN ATTACH W/ 2 12d O W 11 PLYWOOD FLOORING MAX. 4'-0" ABOVE FLOORTOENAILS @BOTTOM) H .` C TO ALLOW VERTICAL SPF p m V - 2x6 VERTICAL AND TO SLIDE DOWN TO FACE OF TRUSS 2x4 #2 STUDS @ X 24" O.C. W/ (2) 12d X NOTCH FLOOR 2x4 SILL PLATE W/ (2) z L -BRACE @ 6'-0" O.C. & TOENAILS BOTTOM SHEATHING TO 16d TOE NAIL EA. U) Z W O @ ANY OPENING ATTACH 2x6 VERTICAL TO ACCOMMODATE 2x CONT. BRACE & 10d 0 J J TRUSS W/ (3) Y4" x 3" SDS WOOD 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO � (/) W - W SCREWS EQUALLY NOTCH SILL AND 10d NAILS @ 4" O.C. , _„ FLOOR SHEATHING O • • 1 SPACED/CENTERED IN TRUSS PLYWOOD FLOORING ( NOTCHED @ 2x6 p W 0 E T FLOOR DOUBLE TRUSS PARALLEL O O TO OUTSIDE FACE OF TRUSS TO ALLOW VERTICAL VERTICAL LOCATIONS). ATTACH 2x4 TO TRUSS Uj 0 O' N.T.S. TO SLIDE DOWN TO W/ (2) Ya"x3" SDS z 2 V) R FACE OF TRUSS SCREWS EQUALLY 0 W m 2x4 #2 SPF STUDS VERTICAL AND =.e s SPACED & CENTERED W p I-- V Q _ Z V "TTACH @ 24 O.C.O 2x6 VERTICAL 2x6 ,_ „ IN TRUSS � W J (� Z 2x6 VERTICAL @ 6'-0" TO TRUSS W/ (3) Ya" x 3" L -BRACE @ 6 0 O.C. & 8 WIDE WEB W �. O O.C. MIN. AND @ ANY OPENING W/IN SDS WOOD SCREWS @ ANY OPENING STIFFENER @ 48 O.C. (� HANDRAIL EQUALLY (@ EA. BRACE) W/ (2) I- U a ~ ~ KNEEWALL NOTCH SILL PLATE SPACED/CENTERED IN TRUSS SEE PLAN ROWS OF 10d NAILS @ 7 FOR VERTICAL TRUSS TO OUTSIDE 3 O.C. NOTE. F ACE OF TRUSS STIFFENER TO BE U) STRUCTURAL ENG: CFG / BED FLUSH W/ OUTSIDE OF Q DRAFTING: 2x L W/ 12d - NOTE: SINT GLE RPARA USS LLETO L FLOOR PERPENDR TO ICULAFLOOR BOTTOM CHORD I— �„ 2x JOIST PER NAILS @ 4" O.C. NJ.s. z ST_RU_CT: BM 2X8 P.T. SPF #2 (MIN.) LET -IN FASTEN TO SLAB USING MIN. (4) a SCHEDULE 1. BASED ON MIN. TREAD DEPTH OF 10 AND MAX. RISER HEIGHT OF 7-3/41, X 3 EVENLY SPACED TAPCONS i MIN. END DISTANCE OF 1-1/2 W @ 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT � QC CHECK: CC HEIGHT OF LANDING SECTIO / 6�ic.D�Nr, cn ..._ 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR rSTO3 SECTION I'"IAN DRAI L W/ T .Y PER FLOOR PLAN STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL X JOB No. TM - 2150516 rST01 GENERAL LANDING & (20 PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. SCALE: 3/4" =1'-0" FLOOR TRUSSES "�o,,'4�"a):��� - - STAIR FRAMING INFO SCALE:3/4"=1' 4. BEAM TO BEAR ON SUPPORT COLUMN W/ 3) 16d TOENAILS (BLOCK SOLID = SCALE: AS INDICATED UNDER BEAMS LESS THAN 2x12) SECTION X -X %; r,111F`' ~ DATE: 05/29/15 .,- 9 4 ST1 COPYRIGHT MCD 2014: The Information contained In this document Is copyrighted and Is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING & DESIGN,. OF WMR & ASSOCIATESINC. is strictly prohibited. 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