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HomeMy WebLinkAbout313 Big Spring Ter 15-2156 (new sfh) (a)GENERAL CONSTRUCTION NOTE5: CHAPTER6 AND 5ECTION5 REFER TO 2010 F.B.C. RESIDENTIAL CODE NOTE: ANY DIMEN51ON5 AND/OR CALLOUT5 WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER 51ZE5 OR WALL THICKNE55E5 ARE TO BE GON5IDERED "NOMINAL DIMEN5101\15" T LOT 38 THORNBROOKE 40 OCCUPANCY AND CONS RUGTION TYPE: TH15 UNIT NAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLA551FICATION. INCA CON5T CEILING R UCTION: THE GARAGE 5WALL BE 5EPARATED FROM THE RE51DENCE AND IT5 ATTIC AREA BY NOT LESS THAN 1/2 INCH (12.1 mm) GYP5UM BOARD APPLIED TO THE GARAGE SIDE. GARAGE5 BENEATH HABITABLE ROOM5 SHALL BE 5EPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (15.9 mm) MANCHESTER 2138 ELEV. B TYPE "X" GYP5UM BOARD OR EQUIVALENT. WHERE THE REPARATION 15 A FLOOR -CEILING ASSEMBLY, THE 5TRUCTURE SUPPORTING THE 5EPARATION SHALL AL50 BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYP5UM BOARD OR EQUIVALENT. EXTERIOR FIN15HE5: THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER 2010 F.B.G. RE5IDENTIAL CODE 8103.6.1 AND A5TM 0926. INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B,C, RE5IDENTIAL CODE R103L.2 AND A5TM G 1063, PROVIDE BOND BREAK IN ACCORDANCE WITH 2010 F.B.C. RESIDENTIAL CODE 8103.63 GARAGE LEFT 5TUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-06 (1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 5F. 01 T5 HA NOT XC 18 FT. IN AND DELINEATE AREAS NOT MORE THAT 100 S.F. FOR HORIZONTAL APPLICATIONS DISTANCE BETWEEN CONTROL J N S LL EXCEED EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 21/2 To 1. A CONTROL JOINT 5HALL BE IN5TALLED WHERE CEILING FRAMING OR FURRING CHANGE A T TION WEIGHT 00 F M 5 5HALL CON51 A5 DIRECTION, AND WHERE EXPANSION JOINT. OCCURS IN BASE EXTERIOR WALL. WALL OR P R IDOOR RA E L BE gERED TAYLOR MORRISON CONTROL JOINTS EGRE55: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIE5 WITH EGRE55 CODES, IF THERE 15 No AGGE55 TO EXTERIOR THROUGH A DOOR THE WINDOW MU5T HAVE A MAXIMUM OPENING WEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. PLA5HING: 1. FLA514ING 5WALL BE IN5TALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTER5ECTION5, AT GUTTER5, AT ALL CHANGE5 IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENING5. BF'.'K THORNOO 2. APPROVED CORROSION -RESISTANT FLASHING 5WALL BE APPLIED SHINGLE FASHION.IN SUCH A MANNER A5 TO PREVENT ENTRY. OF WATER INTO THE COMMUNITY SPECIFIC WALL CAVITY0R PENETRATION OF WATER TO THE BUILDING ST UCTU A FRAMING COMPON NTS.TWE F A HIN 5HALLEXTEND TO THE 5U FAG OF THE STANDARD SPECIFICATIONS REDRAW NOTES PLAN REVISIONS DRAWINGINDEX EXTERIOR WALL FINISH, APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIREDLOCATIONS PER (8103.8). WINDOW INSTALLATION: WINDOW5 5HALL BE IN5TALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN 1N5TALLATION IN5TRUCTION5. WRITTEN IN5TALLATION IN5TRUCTION5 5HALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW, COV - GENERAL NOTES, INDEX, SPECIFICATIONS DWELLING GARAGE OFENING5: %� T THE OPENING BETWEEN THE GARAGE AND LIVING AREA 5WALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LESS THAN 13/8" IN THICKNE55, SOLID CORE ISO STATE. STREET EAST 1 1 -" SLAB 1 NTE RFACE PLAN (5.C.) OR HONEYCOMB GORE 5TEEL DCOR5 NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED Do0R5, OLDSMA , FLORIDA 34677 813 925.1300 TEL. FLOOD ZONE REQUIREMENTS: 813.925.1800 FAX 2A1 - MAIN FLOOR PLAN NOTES `>, ''.D^, E COM PLAN MEETS OR EXCEED5 FEMA FLOOD FIN15HED GARAGE FLOOR ELEVATION. DENVER - 2A2 - MAIN FLOOR PLAN DIMENSIONS EST ASPNALt.SHINC�I�b (I� APPLICABLE) 1. WIND RE515TANCE OF A5PHALT 5HINGLE5. - A5PHALT SHINGLES SHALL BE IN5TALLED IN ACCORDANCE WITH SECTION R905.Pb AND R905.2b.1. 2B1 UPPER FLOOR PLAN NOTES 2. A5PHALT 5HINGLE5 5HALL ONLY BE U5ED ON ROOF 6LOPE5 OF TWO UNIT5 VERTICAL IN 12 UNIT5 HORIZONTAL (2:12) OR GREATER FOR ROOF SLOPES FROM TWO UNIT5 VERTICAL IN 12 UNITS HORIZONTAL (2:12) UP TO FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT r I I AST 151 15 UI IN ACCO ANC WITH 5 CTION 0521 W 0 0 z m0 ne 0 00 0 >n M 21381, JOB NUMBER 25002.190 • CAD FILE NAME LOT 38 ISSUED 05-28-15 REVISED - A 49WT7.SL.L_T77C A'W COMPLYING WITH ASTM D 226, TYPE I OR TYPE II, ASTM D 4869, TYPE OR TYPE I OR M D 6 REQ RED Rq E E R9 K ro CHIMNEY HEIGHT REQUIREMENT5: WHEN 5TANDARD OR OPTIONAL WOOD -BURNING FIREPLACE 15 TO BE IN5TALLED THE CHIMNEY MU5T EXTEND 3'-0" PAST THE HIGHER POINT WHERE IT C LO �o , 3B 1 - FRONT ELEVATION 0 J 3B2 •- SIDE ELEVATIONS, ROOF PLAN, BUILDING SECTION CEMENT, FIBER -CEMENT, OR GLA55 MAT GYP5UM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, 0I325, OR 0118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS 5WALL BE U5ED A$ BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN io n N' 4111114�ad,af� 3B3 - FLASHING DETAILS M ,.4 T - IN FLOOR ELSCTRICAL PLAN4A MA I. PENETRATION. PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATING CONCRETE 5LAB-ON-GRADE FLOORS 5WALL NOT BE OF GELLUL05E CONTAINING MATERIALS. IF 501L TREATMENT 15 U5ED FOR 5U5TERRANEAN TERMITE PROTECTION, THE 5LEEVE 5WALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, .2cm N m r I - N- V DEVICE ELIMINATE THE ANNU. A 5 AC BETWEEN THE AN THE 5 V . AND BE SEALED WITHIN THE SLAB US NG A NO GORROSI E CLAMPING DE E TO EL NTE E .LRP E BE EE E P PE D E LES E L M NO TERMITIGIDE5 5WALL BE APPLIED IN51DE THE 5LEEVE. L L IL 00:2 _ ~ J 10 0 OR SPLASH BLOCK5. GUTTER5 WITH DOWN5POUT5 ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL otC0 PROJECTION EXCEPT FOR GABLE END RAKE5 OR ON A ROOF ABOVE ANOTHER ROOF. OCORD COPY Er IL m T 0 C ACITI 5 WA 15H Y THE N CONTRACTOR A5 AN ATTACHMENT T 15 1. ENERGY CALCULATIONS FOR HEATING AND COOLING AP E 5HALL BE FU�1 EDB E GE ERAL R R E 0 H =}'N o PLAN 5ET AT THE TIME OF APPLICATION FOR PERMIT, � o Nro� 2. MECHANICAL APPLIANCE5 5HALL BE AGGE551BLE FOR.IN5PECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CODE COMPLIANCE 4j 20 Z .0 REVIEWED FOR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INGHE5(162 mm) DEEP AND 30 INCHES (162 mm) WIDE 5WALL BE PROVIDED IN FRONT OF THE CONTROL 51DE TO 5ERVICE AN APPLIANCE. JOB NUMBER 25002.190 • CAD FILE NAME LOT 38 ISSUED 05-28-15 REVISED - A 49WT7.SL.L_T77C A'W COMPLYING WITH ASTM D 226, TYPE I OR TYPE II, ASTM D 4869, TYPE OR TYPE I OR M D 6 REQ RED Rq E E R9 2C INTERIOR STAIR SECTION, DETAILS CHIMNEY HEIGHT REQUIREMENT5: WHEN 5TANDARD OR OPTIONAL WOOD -BURNING FIREPLACE 15 TO BE IN5TALLED THE CHIMNEY MU5T EXTEND 3'-0" PAST THE HIGHER POINT WHERE IT .ELEVATIONS,. ,_ ,� I THAN W CF THAT I '_�„Au1AYC G 05 EXTENDS THROUGH THE ROOF AND MU5T BE 2 0 HIGHER N N T E ROOF OR RIDGE 5 0 R L ER , 3B 1 - FRONT ELEVATION �a 3B2 •- SIDE ELEVATIONS, ROOF PLAN, BUILDING SECTION CEMENT, FIBER -CEMENT, OR GLA55 MAT GYP5UM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, 0I325, OR 0118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS 5WALL BE U5ED A$ BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN ... 4111114�ad,af� 3B3 - FLASHING DETAILS TERMITE PROTECTION: ,.4 T - IN FLOOR ELSCTRICAL PLAN4A MA I. PENETRATION. PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATING CONCRETE 5LAB-ON-GRADE FLOORS 5WALL NOT BE OF GELLUL05E CONTAINING MATERIALS. IF 501L TREATMENT 15 U5ED FOR 5U5TERRANEAN TERMITE PROTECTION, THE 5LEEVE 5WALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, I - N- V DEVICE ELIMINATE THE ANNU. A 5 AC BETWEEN THE AN THE 5 V . AND BE SEALED WITHIN THE SLAB US NG A NO GORROSI E CLAMPING DE E TO EL NTE E .LRP E BE EE E P PE D E LES E 4B - UPPER FLOOR ELECTRICAL PLAN OO NO TERMITIGIDE5 5WALL BE APPLIED IN51DE THE 5LEEVE. mImmoll,111 DAVIS BEWS DESIGN GROVP • TITLE COVER SHEET GENERAL NOTES REVISION LOG • SHEET • 2 B 2 - UPPER F LC O R PLAN D I M E N S I O N S COMPLYING WITH ASTM D 226, TYPE I OR TYPE II, ASTM D 4869, TYPE OR TYPE I OR M D 6 REQ RED Rq E E R9 2C INTERIOR STAIR SECTION, DETAILS CHIMNEY HEIGHT REQUIREMENT5: WHEN 5TANDARD OR OPTIONAL WOOD -BURNING FIREPLACE 15 TO BE IN5TALLED THE CHIMNEY MU5T EXTEND 3'-0" PAST THE HIGHER POINT WHERE IT .ELEVATIONS,. ,_ ,� I THAN W CF THAT I '_�„Au1AYC G 05 EXTENDS THROUGH THE ROOF AND MU5T BE 2 0 HIGHER N N T E ROOF OR RIDGE 5 0 R L ER , 3B 1 - FRONT ELEVATION TUB AND 5HOW A S: �R REA 3B2 •- SIDE ELEVATIONS, ROOF PLAN, BUILDING SECTION CEMENT, FIBER -CEMENT, OR GLA55 MAT GYP5UM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, 0I325, OR 0118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS 5WALL BE U5ED A$ BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN ... 5HOWER AREAS 3B3 - FLASHING DETAILS TERMITE PROTECTION: ,.4 T - IN FLOOR ELSCTRICAL PLAN4A MA I. PENETRATION. PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATING CONCRETE 5LAB-ON-GRADE FLOORS 5WALL NOT BE OF GELLUL05E CONTAINING MATERIALS. IF 501L TREATMENT 15 U5ED FOR 5U5TERRANEAN TERMITE PROTECTION, THE 5LEEVE 5WALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, I - N- V DEVICE ELIMINATE THE ANNU. A 5 AC BETWEEN THE AN THE 5 V . AND BE SEALED WITHIN THE SLAB US NG A NO GORROSI E CLAMPING DE E TO EL NTE E .LRP E BE EE E P PE D E LES E 4B - UPPER FLOOR ELECTRICAL PLAN OO NO TERMITIGIDE5 5WALL BE APPLIED IN51DE THE 5LEEVE. 2: PROTECTION AGAINST DECAY AND TERMITES. -CONDENSATE LINES, IRRIGATION /SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF D0WN5 OUTS 5HALL DI CNARGE AT LEA5T I FOOT (305 mm) AWAY FROM THE 5TR` CTURE 51qEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXT N5ION5 OR SPLASH BLOCK5. GUTTER5 WITH DOWN5POUT5 ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKE5 OR ON A ROOF ABOVE ANOTHER ROOF. OCORD COPY MECHANICAL AND HVAC; T 0 C ACITI 5 WA 15H Y THE N CONTRACTOR A5 AN ATTACHMENT T 15 1. ENERGY CALCULATIONS FOR HEATING AND COOLING AP E 5HALL BE FU�1 EDB E GE ERAL R R E 0 H PLAN 5ET AT THE TIME OF APPLICATION FOR PERMIT, 2. MECHANICAL APPLIANCE5 5HALL BE AGGE551BLE FOR.IN5PECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CODE COMPLIANCE 5T A ANY OTHER PIPING 0 UCT5 NOT CONNECTED TO THE IANC BEING INS GT 5 VIC AI 0 GON UCTION OTHER A ING 5 0 ER P P R D E ED E APPLIANCE BE PE ED ER ED REPAIRED, R R ER PPL E , R , REVIEWED FOR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INGHE5(162 mm) DEEP AND 30 INCHES (162 mm) WIDE 5WALL BE PROVIDED IN FRONT OF THE CONTROL 51DE TO 5ERVICE AN APPLIANCE. PIANS EXAMINER 3. pllGTS IN THE GARAGE AND pUG16 PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE 5WALL BE CONSTRUCTED OF p T A MIN. #26 GAUGE (0.48 mm) SWEET 5TEEL OR OTHER APPROVED MATERIAL AND 5HALL HAVE NO OPENINGS INTO THE GARAGE. F OUTDOOR MECHANICAL 5Y5T M5 5HA A15 AT A5T 3 INGH 5 (16 mm) ABOVE THE FIN15W G AN 4. FOUNDATIONS AND SUPPORTS OR OU D0 R E L E LL BE ED LE E B E E ED RADE D SHALL AL50 CONFORM TO THE MANUFACTURER'S IN5TALLATION IN5TRUCTION5 D IVI 1`a U!L SIO DING 5, AUXILIARY DRAIN PAN, CATEGORY IV CONDENSING APPLIANGE5 5HALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY %�.�... T T IN THE CON NSAT AIN PIPING 5Y5TEM. TNS AN5 SNA INSTA IN BUILDING COMPONENT WILL OCCUR A5 A RFSUL OF 5 OPPAGE E qE E DR P P Cs E THE5E P LL BE LLED A PgRMIf ISSUED SHALL BE CONSTRUED TO BEA wCEN$9 To PROCEED WITH THE WORK AND NOT AS ACCORDANCE WITH THE APPLICABLE PROV1510N5 OF 5ECTION5 M14I1.3. AUTHORIYYTO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL EXHAU5T FANS AND VENTING: ,CD�S, NOR SI�IALLISSUANCE OF A PERMIT PREVENT. C�f� (.OUTDOOR D15GHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAU5T 5Y5TEM 5HALL BE DISCHARGED TO THE OUTDOORS. AIR 5HALL NOT BE 'THERE AFTER .rHE F�UtL1�ING OFFICIAL FROM a A CORRECTION OF ERRORS IN PLANS, EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. ,.iEOUIRING CONS`fRUC ION O R VIOLATIONS OF THIS CODE 2: EXHAU5T AIR FROM BATH ROOM5 AND TOILET ROOMS 5HALL NOT BE RECIRCULATED WITHIN A RE5IDENCE OR TO ANOTHER DWELLING UNIT AND 5WALL BE EXHAU5TED DIRECTLY TO THE OUTDOOR5, EXHAUST AIR FROM 15ATHIROOM5 AND TOILET ROOM5 5HALL NOT D15CHARGE INTO AN ATTIC, CRAWL 5PACE, OR OTHER AREA5 IN51DE THE BUILDING. 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAU5T DUCT 5HALL NOT EXCEED 25 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUGT5HALL BE REDUCED 2B FEET (162 mm) FOR EACH 45 DEGREE AD) BEN AND 5 FEET (1524 TEST mm) FOR EACH 90 DEGREE (1.6 RAD) BEND, THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOE5 NOT INCLUDE THE TRANSITION DUCT. COMPACTION REQUIRED EXCEPTION - WHERE A GLOTHE5 DRYER 5005TER FAN 15 IN5TALLED AND L15TED AND LABELED FOR THE APPLICATION THE MAXIMUM LENGTH OF THE EXHAU5T INCLUDING ANY TRAN51TION DUCT, 5HALL BE PERMITTED TO BE 1N ACCORDANCE WITH THE BOOSTER FAN MANUFACTURERS INSTALLATION DUCT, Results to be Verified IN5TRUCTION5, WHERE A CLOTHES DRYER 5005TER FAN 15 IN5TALLED AND NOT READILY ACGE5518LE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, at Slab inspection ' A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTER5 THE WALL. THE LABEL 5HALL BEAR THE WORDS TH15 DRYER EXHAU5T 5Y5TEM 15 EQUIOPED WITH A REMOTELY LOCATED BOOSTER FAN. 4. PROVIDE LOUVER DEVIG 5 AT INTAKE AND EXHAU5T LOCATION5 IN ACCORDANCE WITH AMCA STANDARD 550 IN FBG. ATTENTION GENERAL CONTRACTOR / BUILDER: 155UANCE OF PLAN5 FROM TH15 DRAFTrS OFFICE 5HALL NOT RE I VE THE BUILDER OF RE5PON5151LITY TO REVIEW AND VERIFY ALL NOTES DIMENSIONS °5 bjr. ; AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CON57RUCTION, ANY D15CREPANCY OF ERROR IN NOTE5, 0 ��qr� DIMEN51ON5, OR ADHERENCE TO APPLICABLE BUILDING CODE5 5HALL IBE BROUGHT TO THE ATTENTION OF THE DRAFTERS OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVI51ON5. ANY REV1510N5 OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLAN5 HAVE BEEN COMPLETED 5WALL BE 5U5JECT TO ADDITIONAL FEES. IF ANY MODIFICATION5 ARE MADE TO THESE PLAN5 BY ANY OTHER PARTY OTHER THAN THE DRAFTER'5 OFFICE, THE DRAFTER 5WALL NOT BE HELD RE5PON5181-E. 15 2 1 5 6 REV. 01-23-2015 (TMN) • TITLE COVER SHEET GENERAL NOTES REVISION LOG • SHEET • JOB NUMBER 25002.190 CAD FILE NAME LOT J8 ISSUED 05-28-15 REVISED ��1►t1 !ll/� cy, CS C r� 2 Vcr. LQgA ® r�A . ,••y DAVISINN BEWS DESIGN GROVP 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER- -� EST. 1994- O 0 i� 0 0 W V 00 >=M0 J 2138 r� AA PAVER DRIVE / LEADWALK 3B2 2'-8" 16'-011 -11.811 11.011 I_81� gUILCJj� Alit 30'-011 G.C. VERIFY THAT DECO DRAIN SLAB I PLkN I TA 5 NS LLED AT PLANTERS BETWEEN WALKWAY AND GARAGE SCALE: 1/4" - 17 ****** GARAGE LEFT x w C U �0 0 1 0 ~ $' S I u 811 811 i3 =0"x3-0" A/C .2 co) - ELEVATION G.C. VERIFY ACRYLIC PAD IEEE MECH. ICONTRACTOR I Co LL (401-411 ON LANAI IFOR LOC.) as 3�E L J co =7cm O 3'-411 9'-211 8" I6'-2" y� T Zr�0 IIRECE55 co FOR POCKET SLIDER 411 P.v.C. 'I cn H.B. 3/4" P'V.C. u; CONDENSATION DRAIN BY PLUMBER o N Q n, _ m _L TILE SEAT ABY. REFERENCE - ELEVATION >5HOWE<R Ct OL 3/4" P.V.G. N ELEVATION ", -_- CONDENSATION N DRAIN BY r r PLUMBER I OPT. ` I I OPT. 411 PVC.. WA5HER DRYER Il �Jl �I^ I AIR HANDLER 41-111 4-i L _ - J -I- LINE$ FROM - W/ DISP o I UPPER FLOOR 4'-611 4'-8" \\ 16'-311 4'-111 PROVIDE WATER co LINE FOR ICE MAKER �� �? � a 3/4" RECE55 >/ FOR ENTRY DR, 1�I G TC�L OF REF: o� N "' '� ELEVATION O W.N. 0'-4" �50 GAL. W.N. a' 811 9'.0" 3'-51/2" 2'-91/2" 2'-111 21-811 811 3 811 51.011 r ELEVATION (-) V-4" i I o PAVERS co _ 01 I I I I I ------G.J.------ --------4 ------------------------------ ---------- ----------------- ELEVATION ELEVATION (401-611 .I M _I JOB NUMBER 25002.190 CAD FILE NAME LOT J8 ISSUED 05-28-15 REVISED ��1►t1 !ll/� cy, CS C r� 2 Vcr. LQgA ® r�A . ,••y DAVISINN BEWS DESIGN GROVP 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER- -� EST. 1994- O 0 i� 0 0 W V 00 >=M0 J 2138 r� AA PAVER DRIVE / LEADWALK 3B2 2'-8" 16'-011 -11.811 11.011 I_81� gUILCJj� Alit 30'-011 G.C. VERIFY THAT DECO DRAIN SLAB I PLkN I TA 5 NS LLED AT PLANTERS BETWEEN WALKWAY AND GARAGE SCALE: 1/4" - 17 ****** GARAGE LEFT x w C U �0 0 1 0 ~ V�MMN cm .2 co) =jM Co LL 0 co a�-0 o:�C0 3�E 1 U. r W =7cm O �u�lC r: y� T Zr�0 JOB NUMBER 25002.190 CAD FILE NAME LOT J8 ISSUED 05-28-15 REVISED ��1►t1 !ll/� cy, CS C r� 2 Vcr. LQgA ® r�A . ,••y DAVISINN BEWS DESIGN GROVP 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER- -� EST. 1994- O 0 i� 0 0 W V 00 >=M0 J 2138 r� AA PAVER DRIVE / LEADWALK 3B2 2'-8" 16'-011 -11.811 11.011 I_81� gUILCJj� Alit 30'-011 G.C. VERIFY THAT DECO DRAIN SLAB I PLkN I TA 5 NS LLED AT PLANTERS BETWEEN WALKWAY AND GARAGE SCALE: 1/4" - 17 ****** GARAGE LEFT T.O.M. BOTTOM OF LINTEL 9'-4" AT 84" AFF. AFF. 50TTOM OF LINTEL LANAI BOTTOM OF LINTEL AT 8'-0" AFF, 16'-0"x8'-0" AT 84" AFF. 9'-4" PLT. HT. I G.C. VERIFY ACRYLIC T.O.M. I ON LANAI AFF. 9-06-0 TEMP. PKT, SLIDER 2- 2 ATOP) CLG, CLC /2.5TORY VOLUME FAMILY ROOM 14'-6"x16'-0" 2 -STORY VOLUME o, G.C. VERIFY V-0" H. INTERIOR DOORS AT MAIN FLOOR v vU n DINING ROOM 14'-6"x10'-0" 9'--4" FLAT CLG. N �.b STAIR DATA: 18 RISERS AT 42" H. KNEE 138" EACH COUNTERTOP WALL 10.00" TREADS 42" H. ------- -� LOW WALL OO \ ( SINK o l W/ DI5PLu VENT HOOD AI O o TO EXTERIOR 8' �S KITCHEN 9'-4" FLAT CLG. Oen /.(J \ 5 5H. � IN W.N. INSULATE J W, WALLS 50 GAL W.H. 54"x22" ATTIC ACQS5 — L_ —J NOTE: GARAGE ALL INTERV D WAL 20'-0"x20'-0" ARE ANGLED 45° 9'-4" PLT. HT. z 0 N O , LINE OF GARAGE DOOR IN OPEN POSITION o r------------------- 0 a I �= I � I � I REFER TO SHEET 2A2 FOR MAIN FLOOR U PLAN DIMENSIONS 0 I I6 -0x1-0 O.H. GARAGE DOOR PAVER DRIVE / LEADWALK AA 352 T.O.M. 9'-4" A.F.F. A.F.F. M.C. �d Q 1. BATH CLG. o TEMP: GL. ENCL. CD ON 42 H. LOW WALL n SEE TUB/SHOWER W TILE SHOWER DETAILS x DRYER 1F 1514. -1 VENT i OPT. -I F_OPT. WA54IR I L DRYER J ER UTIL >_ OR FLAT CLG. 2-8x8-0 2-8x8-0 a �� M I PWDR �J � V) HATCHING LEGEND FLU5H FRAME PINEAPPLE GROVE TO FURRING MEDALLIONS OR INSULATE WALL DECORATIVE APPLIQUE BY BUILDER INSULATE0 Z5 ABV. ■ 134°6-0" A/C1 TYPICAL MASONRY • PAD (SEE MECH. ICONTRACTOR WINDOW SCHEDULE • JOB NUMBER 25002.190 • FOR LOC.) WINDOW WIDTHS L — — — 150 STATE STREET EAST REFER TO SHEET 2A2 2111 3111 5311 TAMPA • E)EPWER- FOR MAIN FLOOR 3 - 26 SH. -OUTS T.O.M. PLAN DIMENSIONS DOOR Hp. AT 6-0" 9' 4 * EGRESS G.C. VERIFY THAT ALL (D 26 ° 12 5H 1/2 32 5H 22 5H 32 5H H.B. MASTER SUITE 13'-10"x12'-10" = 39" 9'-4" FLAT CLG. 13 5H 1/2 33 5H 23 5H ,-CI AT uCAnl=IP A.F.F. M.C. �d Q 1. BATH CLG. o TEMP: GL. ENCL. CD ON 42 H. LOW WALL n SEE TUB/SHOWER W TILE SHOWER DETAILS x DRYER 1F 1514. -1 VENT i OPT. -I F_OPT. WA54IR I L DRYER J ER UTIL >_ OR FLAT CLG. 2-8x8-0 2-8x8-0 a �� M I PWDR �J � V) HATCHING LEGEND FLU5H FRAME PINEAPPLE GROVE TO FURRING MEDALLIONS OR INSULATE WALL DECORATIVE APPLIQUE BY BUILDER INSULATE0 Z5 ABV. ■ 1 ENTRY TYPICAL MASONRY • x m WINDOW SCHEDULE • JOB NUMBER 25002.190 • C p N ` L ` 0 0 WINDOW WIDTHS T.O.M. 150 STATE STREET EAST 2011 2111 3111 5311 TAMPA • E)EPWER- EST. 1994 WUINDOW CALL -OUTS DOOR • G.C. VERIFY THAT ALL (D 26 ° 12 5H 1/2 32 5H 22 5H 32 5H Lu = 39" O 13 5H 1/2 33 5H 23 5H 33 5H J ■ r� i� 1p � +� � `I V 114 0 51° 14 5H 1/2 34 5H 24 5H 34 5H z63" 0 15 5H 1/2 35 5H 25 5H 35 5H -- z 12" 3: 16 5H 1/2 36 5H 26 5H 36 5H 0 G.G. VERIFY MA50NRY OPENING5 FOR ALL WIND0115, � w WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER ~O MANUFACTURE 5PEGIFIGATION5. z REFER TO FLOOR PLANS FOR 5TYLE OF WINDOW U5ED 151NGLE HUNG -5H, CA5EMENT- G5MT, OR FIXED GLA55- F.G.) 1 ENTRY FLAT HEADER • x m 03) DAVIS BEWS • JOB NUMBER 25002.190 • C p N ` L ` 0 0 o Ib o J �� do N� N 0 SM a> . r >=�M °��'• 0_^ 30,0 0 omC0 Er 06) o Z" T.O.M. 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX 1 ENTRY FLAT HEADER F___ - t 03) DAVIS BEWS • JOB NUMBER 25002.190 • CAD FILE NAME LOT 38 D 05-28-15 T.O.M. 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W DAVISBEWSCOM TAMPA • E)EPWER- EST. 1994 INSERT FOR FRONT DOOR • G.C. VERIFY THAT ALL R I°TIN NICHES HAVE r 1•r • ®-tilt ■ r� i� 1p � +� � `I V 114 1 ENTRY FLAT HEADER F___ - t 03) DAVIS BEWS DESIGN GROVP T.O.M. 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W DAVISBEWSCOM TAMPA • E)EPWER- EST. 1994 1 ENTRY FLAT HEADER 9'-4" PLT. HT. I AT 84" AFF. T.O.M. ARCHED HEADER (SEE ELEVATION) 9'-4" AFF. G.G. VERIFY GLASS INSERT FOR FRONT DOOR G.C. VERIFY THAT ALL R I°TIN NICHES HAVE VDED CORNER BEAD J MAIN FLOOR PLAN NOTES - SCALE: GARAGE LEFT 2138 , TITLE • MAIN FLOOR PLAN DIMENSIONS MAIN FLOOR PLAN DIMENSIONS SCALE: 1/4" = 17 GARAGE LEFT V.011 P-4.. CU 0 t.w) / NM ` 00 E To �0 2 N ' N M N d ..'- >;JM IL r• J T 0 m C p LL = : O0) 21 cq 0. �f0 ti 0 Z���a -------------Zia 8° 8.. all 811 I i LANAI Zo L—_ .J co I I 8" I 3'-4" V-2" M.O. 8" I 4'-2" 12'-0' I II II MASTER SUITE FAMILY ROOM in 15'-2" 1'-2" 2'-8" N T N �.T7 3'-6" 2'-10" 2'-6" 6'-0" _-- � M. BATH = I N DINING ROOM I 07 LL �UTIL ZQ I, T CID o KITCHEN �'sr ei�� ;n 5'•10" / PWDR I I r Zino 31-411 ENTRY `° I GARAGE ai - - - - ------_.---- - --- i 16'-0" M.O. 2' $" 2'-8" 11•0" 21'-411 TITLE • MAIN FLOOR PLAN DIMENSIONS MAIN FLOOR PLAN DIMENSIONS SCALE: 1/4" = 17 GARAGE LEFT X 0 w CU 0 t.w) / NM ` 00 E To �0 2 N ' N M N d ..'- >;JM IL r• J T 0 m C p LL = : O0) 21 cq 0. �f0 ti 0 Z���a TITLE • MAIN FLOOR PLAN DIMENSIONS MAIN FLOOR PLAN DIMENSIONS SCALE: 1/4" = 17 GARAGE LEFT JOB NUMBER 25002.190 • i I I I � • I I I WINDOW SCHEDULE ISSUED 05-28-15 I 2x 2x4 I 20" 24" 36" 48" to FRAME FRAME I 3m5m 5H, c WALL WALL I HD. AT T-8° 3050 SH. 1818 F.G. 2018 F.G. 3018 F.G. 4018 F.G. * EGRE55 HD. AT T-8" 0.0 ^ 2 - 4050 F.G. FLUSH FRAME 3�E _ 24" 9 1820 F.G. HD. AT 1-8 r0 FURRING 4020 F.C. 0 J ABV. 2ND FF. BELOW 36" v 1830 5H 2030 5H 3030 5H alo o � 0U MAR, FLORIDA 3*77 813 925 1300 TEL m BEDROOM 2 Z 48" 0 1840 5H 2040 5H 3040 5H 4040 SH 11'-10"x10'-4" z L? 9'-0" FLAT CLG. 60" 1850 5H /OPEN 3050 5H 4050 5H 12" 2060 5H 3060 5H 4060 5H 1860 5H TO BELOW 0 G.C. VERIFY MA50NRY OPENING5 FOR ALL WINIDOW5, Lu WINDOW 5IZE5 AND IN5TALLATION MAY VARY PER 8 MANUFACTURE 51PECIFICATION6. z z 0 REFER t0 FLOOR PLAN5 FOR 5TYLE OF WINE)OW U5Ep 151NGLE HUNG -5H, CA5EMENT- C5MT, OR FIXED GLA55- F.G.) L "' } � FLUSH FRAME� 9 m 36"x22" TO FURRING CLG. ATTIC BELOW L _AccESa j BATH 2 � 9_m�� Lu JOB NUMBER 25002.190 • TYPICAL WOOD FRAME • x m w WINDOW SCHEDULE ISSUED 05-28-15 WINDOW WIDTHS 0 20" 24" 36" 48" to WINDOW CALL -OUTS c �. (20" 1818 F.G. 2018 F.G. 3018 F.G. 4018 F.G. W 00r' 0.0 ^ O;�C8 3�E _ 24" 9 1820 F.G. 2020 F.G. 3020 F.G. 4020 F.C. 0 J *+ zv2' 36" v 1830 5H 2030 5H 3030 5H 4030 5H o � 0U MAR, FLORIDA 3*77 813 925 1300 TEL Z 48" 0 1840 5H 2040 5H 3040 5H 4040 SH z 60" 1850 5H 2050 5H 3050 5H 4050 5H 12" 2060 5H 3060 5H 4060 5H 1860 5H 0 G.C. VERIFY MA50NRY OPENING5 FOR ALL WINIDOW5, Lu WINDOW 5IZE5 AND IN5TALLATION MAY VARY PER 8 MANUFACTURE 51PECIFICATION6. z z 0 REFER t0 FLOOR PLAN5 FOR 5TYLE OF WINE)OW U5Ep 151NGLE HUNG -5H, CA5EMENT- C5MT, OR FIXED GLA55- F.G.) JOB NUMBER 25002.190 • • x m w ISSUED 05-28-15 U ~0 0 J h �, , N� OR c �. >;JM • �: � � • � Z co 00r' 0.0 ^ O;�C8 3�E LLt Z r 0. m *+ zv2' DESIGN GKOVP JOB NUMBER 25002.190 • CAD FILE NAME LOT 38 ISSUED 05-28-15 :: �Ci • �: � � • � Z -ci DAVIS BEWS DESIGN GKOVP 150 STATE STREET EAST 0U MAR, FLORIDA 3*77 813 925 1300 TEL CLG. a 813. 925. 1800 FAX Nl o W W W DAVISBEWS.COM Q TAMPA • DENVER rUB/� EST. 1994 37 SNOWER 42" H. LOW WALL ro�v ko� r PROVIDE ti I I PAN AND DRAIN 4 LOFT I A.H. UNDER A.H.U. 14'-1,0"x10'-6 L 24 H. A/C M Q 9'-0" FLAT CLG. 42" H. PLATFORM _ LOW WALL TUB/ SHOWER CLG. BATH 3 2-6x6-8 CLG. ltv r� a' �QLu d g_m Q BEDROOM 3 a sx6 a CPT. TILE Q 0 11'-0"x11'-2" BFD. 2 4x6-8 W 9'-0" FLAT CLG T Lr ci `II I R/5 CLG, oZ a e Q` 3050 SH. --- ND. AT l-&" R/S Xci 0 PLAN DIMENSIONS 56 ,I `J 3B2 .�� UPPER FLOOR PLAN NOTES SHEET SCALE; 1/4" - I' -m" GARAGE LEFT • 0 6 S UPPER FLOOR PLAN DIMENSIONS GARAGE LEFT x m V.. U too o �0) do N' CO ON�M >y�M 66 • 0 0 m Co [L -t t N 0 N �` z 0 6 S UPPER FLOOR PLAN DIMENSIONS GARAGE LEFT 11 TREADS AT 10.00 EACH STAIR SECTION SCALE:1/4" I'-0" 42" H, 36" H. CONTINUOUS x ro w LOUD WALL GRASPABLE 0 J h� RAILING 3/4" PLYWD, ul) C=r" a7 p N BEAM N DECKING--\ Y/ L0 LINE DE V-8" MIN: BEAM ? PJM FLOOR ��'• HEAD CLEARANCE 0031 � � FLOOR SYSTEM SYSTEM LL= 0'� DAVIS BEWS N o 'i(�0 n T Z - It i DESIGN GROUP / / I- — 10.001,2x STRINGERS w OLDWAR, FLORIDA 34677 42" H. (TYP) LOW WALL a 813. 925.1800 FAX I I" N051NG cn (TYP)oe TAMPA • DENVER LINE OF co X DOOR IN m I 2x TREADS AND � � � FOREGROUND Ix RISERS (TYR) 11 TREADS AT 10.00 EACH STAIR SECTION SCALE:1/4" I'-0" • JOB NUMBER 25002.190 • CAD FILE NAME LOT 38 ISSUED 05-28-15 REV 111111 II x ro w O rLoo 0 J h� N, ul) C=r" a7 p N � 0cOltM N Y/ L0 ` ? PJM `` ��'• 0031 � � 0% COO LL= 0'� DAVIS BEWS N o 'i(�0 n T Z - It DESIGN GROUP • JOB NUMBER 25002.190 • CAD FILE NAME LOT 38 ISSUED 05-28-15 REV 111111 II ul) C=r" a7 p N _ N L0 p ® I DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813. 925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER --_9 EST. 1994 F ?,UILt) . ti kA�>� 0 PLAN D Alr S, SCALE: 1/4" = 1'-0" GARAGE LEFT • TITLE �� • PLAN DETAILS • SHEET • 3/4" THICK TEXTURED BANDING % L STUCCO STUCCO 4" BANDING FINISH FIN15H m SHINGLE r 6� Q6 ROOF 4" BANDING DAVIS BEWS DESIGN GROW e i- Iso STATE STREET EAST OU MAk FLORIDA 34677 813.925.1300 TEL 111 \ - 813.925. FAX j� \\` W W W.DAVISBEWBEW&COM `-SHINGLE TAMPA • .DE'NVE'R, SECOND FF. LINEROOF 14BANDING SECOND FF. LINE EST. 19" A � TEXTURED M T.O.M. FIN15N T.O.M. cO — TEXTURED FIN15N TYP. CROSS-SECTION OF RAISED = BANDING Im BANDING o O TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3.. , V-0" ❑❑❑❑�❑❑❑ 413ANDING = x 3'-4" N 6' DECORATIVE FOAM W TEXTURED, APPLIQUE BY BUILDER QUIONS (TYPJ = �171171 El F-1 El El El eo TEXTURED TEMP. QUION5 (TYP.) MAIN FF. LINE MAIN FI L7 lk L Li 0 F, LINE (r-,)(nI�YI�IrUT')nld TAY[ nQ MnQQIAnW <J 3 ELEVATION "B GARAGE LEFT Z X N w 0oJ 0 0Jao EQ 400 o �� N' .2N�M f7�LLM NC Q ILt tQm N C L � h 0 Z.�-Ld O CAD FILE NAME LOT 38 w 3/4" THICK TEXTURED BANDING % L STUCCO STUCCO 4" BANDING FINISH FIN15H m SHINGLE r 6� Q6 ROOF 4" BANDING DAVIS BEWS DESIGN GROW e i- Iso STATE STREET EAST OU MAk FLORIDA 34677 813.925.1300 TEL 111 \ - 813.925. FAX j� \\` W W W.DAVISBEWBEW&COM `-SHINGLE TAMPA • .DE'NVE'R, SECOND FF. LINEROOF 14BANDING SECOND FF. LINE EST. 19" A � TEXTURED M T.O.M. FIN15N T.O.M. cO — TEXTURED FIN15N TYP. CROSS-SECTION OF RAISED = BANDING Im BANDING o O TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3.. , V-0" ❑❑❑❑�❑❑❑ 413ANDING = x 3'-4" N 6' DECORATIVE FOAM W TEXTURED, APPLIQUE BY BUILDER QUIONS (TYPJ = �171171 El F-1 El El El eo TEXTURED TEMP. QUION5 (TYP.) MAIN FF. LINE MAIN FI L7 lk L Li 0 F, LINE (r-,)(nI�YI�IrUT')nld TAY[ nQ MnQQIAnW <J 3 ELEVATION "B GARAGE LEFT Z JOB NUMBER 25002.190 O CAD FILE NAME LOT 38 w ISSUED 05-28-15 Lu XLLI REVISED n CC cr /SHINGLEi 6� ROOF 12 Q6 ' ° . °"bt •• C� �` --p..]I 11/2" THICK> � .. SAND FINISH G.C. VERIFY 12 12 ALUMINUM OVERSHINGLE °! KEYSTONE ROOF (IF APPLICABLE) 2x6 5UB-FA5CIA PLT. HT. (TYPICAL) PLT. NT. RAISED SAND FINISH 3/4" THICK TEXTURED BANDING % L STUCCO STUCCO 4" BANDING FINISH FIN15H m SHINGLE r 6� Q6 ROOF 4" BANDING DAVIS BEWS DESIGN GROW e i- Iso STATE STREET EAST OU MAk FLORIDA 34677 813.925.1300 TEL 111 \ - 813.925. FAX j� \\` W W W.DAVISBEWBEW&COM `-SHINGLE TAMPA • .DE'NVE'R, SECOND FF. LINEROOF 14BANDING SECOND FF. LINE EST. 19" A � TEXTURED M T.O.M. FIN15N T.O.M. cO — TEXTURED FIN15N TYP. CROSS-SECTION OF RAISED = BANDING Im BANDING o O TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3.. , V-0" ❑❑❑❑�❑❑❑ 413ANDING = x 3'-4" N 6' DECORATIVE FOAM W TEXTURED, APPLIQUE BY BUILDER QUIONS (TYPJ = �171171 El F-1 El El El eo TEXTURED TEMP. QUION5 (TYP.) MAIN FF. LINE MAIN FI L7 lk L Li 0 F, LINE (r-,)(nI�YI�IrUT')nld TAY[ nQ MnQQIAnW <J 3 ELEVATION "B GARAGE LEFT Z O w a Lu XLLI > 3/4" THICK TEXTURED BANDING % L STUCCO STUCCO 4" BANDING FINISH FIN15H m SHINGLE r 6� Q6 ROOF 4" BANDING DAVIS BEWS DESIGN GROW e i- Iso STATE STREET EAST OU MAk FLORIDA 34677 813.925.1300 TEL 111 \ - 813.925. FAX j� \\` W W W.DAVISBEWBEW&COM `-SHINGLE TAMPA • .DE'NVE'R, SECOND FF. LINEROOF 14BANDING SECOND FF. LINE EST. 19" A � TEXTURED M T.O.M. FIN15N T.O.M. cO — TEXTURED FIN15N TYP. CROSS-SECTION OF RAISED = BANDING Im BANDING o O TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3.. , V-0" ❑❑❑❑�❑❑❑ 413ANDING = x 3'-4" N 6' DECORATIVE FOAM W TEXTURED, APPLIQUE BY BUILDER QUIONS (TYPJ = �171171 El F-1 El El El eo TEXTURED TEMP. QUION5 (TYP.) MAIN FF. LINE MAIN FI L7 lk L Li 0 F, LINE (r-,)(nI�YI�IrUT')nld TAY[ nQ MnQQIAnW <J 3 ELEVATION "B GARAGE LEFT 12 GIRDER 6� VENT REQUIREMENTS x G.C. VERIFY THAT 305.68 5Q. IN. Q6 GIRDER TRU5511-10 U �o N ROOF TRUSSES O -•- f= I TRU55 2/3 OF ROOF 15 ACQUIRED. AT 24" OL.- (TYPICAL) Lu 12 12 �6 Q6 n N �, VERIFY QUANTITY OF ROOF VENTS LANAI ROOF VENT REQUIREMENTS � LOFT ""BR. ❑R. 1111 12 G.C. VERIFY THAT 30,12 5Q. IN. L2 -STORY ab GIRDER OLUME �. ROOF TRU55E5 TRU55 V © OF VENTILATION THROUGH UPPER 12 * * * * * 2/3 OF ROOF 15 ACQUIRED, 4 G� _ 0 ❑ ❑ AT 24 O.C, REFER TO COVER SHEET ---------- ------ - VERIFY QUANTITY OF ROOF vENTS -•- FLOOR 5Y5TEM -■- (TYPICAL) BEAM GENERAL NOTES FOR REQUIRED, PER MANUFACTURERS BEAM ROOFING UNDERLAYMENT i yA �e I 5PECIFICATION5 OF NET FREE CONIC. 11 KIT REQUIREMENT5 FOR ROOF I I AREA PER VENT. LINTEL FAMILY ROOM <ZIP, PITCHE5 4:12 AND UNDER i 4:12 4:12 I _ �� GARAGE DINING I I I I j I E T I SCION AA. I I UPPER ROOF SCALE: 1/8" - 141' 6.12 12 12 12 5HINGLE SPECIFICATIONS OF NET FREE 6LSHINGLE 6 �6 ROOF 12 VENT REQUIREMENTS x G.C. VERIFY THAT 305.68 5Q. IN. Lu CL 6:12 0 U �o N OF VENTILATION THROUGH UPPER O -•- f= I 11® -28-15 2/3 OF ROOF 15 ACQUIRED. N' Lu �N�M n N �, VERIFY QUANTITY OF ROOF VENTS I REQUIRED, PER MANUFACTURER'S ` • 12 12 12 5HINGLE SPECIFICATIONS OF NET FREE 6LSHINGLE 6 �6 ROOF 12 AREA PER VENT. ROOF a6 .....-`". PLT. HT. PLT. HT, PLT. HT. ........._ I I yio 5TUCC0 ,/ FINISH 5HINGLE 5TUCCO T 02) ROOF FIN15H * ,/ 112 12 SHINGLE 6 �e 6i I 5ECOND F.F. LINE 4� 8" SECOND F.F. LINE 8 ROOF SECOND F.F. LINE DAVIS BEWS - - � - - — DESIGN GROVP TOM,- TOM. T.O.M. j 5ADDLE 150 STATE STREET EAST --------------- --- 6:12 /TEXTURED � $13.925.1300 TEL FINISH TEXTURED ol0snan>z, �1 oRronn �e ,,, yo 81WWW Avisays00 co 7 FINISH 7 MATCH I 6:12 2 �, I � /` �l DISTANCE � -- _, �j MAIN FF. LINE MAIN FF. LINE AT FRONT MAIN FF, LINE r�wcr,�. • n>�rv>=x EST. 1994 I � � 612.- ---r---------- GRADE LINE (A55UMED) GARAGE ROOF VENT REQUIREMENTS l LEFT ELEVATION CD 1 , G.C. VERIFY THAT 91,68 50. IN. 1 i OF VENTILATION THROUGH UPPER SCALE: 1/8 1'-0" I I 2/3 OF ROOF 15 ACQUIRER I VERIFY QUANTITY OF ROOF VENTS -----------.---------------- REQUIRED, PER MANUFACTURER'S 5PECIFICATION5 OF NET FREE TYR AREA PER VENT: OVERHANG AT HIPAA (U.N.O.) ROOF PLAN 12 12 SCALE: I/8 = I -0 5HINGLE ROOF PLT. HL PLT. HT. = , 0 6' * FINISH%O F.G. F.G. /` 12 12 V SECOND FF. LINE 5HINGLE 412 2 4 5ECON. LINE — - - ROOF D FF - T.O,M. _ - RE`T 11/2" THICK TEXTURED TEXTUp FINISH @ FIN15H 5AND FIN15H * `A KEY5TONE�.. �. TEMP (IF APPLICABLE):.. MAIN F.F. LINE _ _ _ MAIN FF. LINE_ RA15ED GRADE LINE 5AND FIN15N TEXTURED BANDING z x • JOB NUMBER 25002.190 • C U �o N O J �0 11® -28-15 N' Lu �N�M ■` N �, J M ` • co 00 J V ro=Tn � co 0 E �Y�rn N 0 * <0 Cot� n zV i AREA PER VENT. ROOF a6 .....-`". PLT. HT. PLT. HT, PLT. HT. ........._ I I yio 5TUCC0 ,/ FINISH 5HINGLE 5TUCCO T 02) ROOF FIN15H * ,/ 112 12 SHINGLE 6 �e 6i I 5ECOND F.F. LINE 4� 8" SECOND F.F. LINE 8 ROOF SECOND F.F. LINE DAVIS BEWS - - � - - — DESIGN GROVP TOM,- TOM. T.O.M. j 5ADDLE 150 STATE STREET EAST --------------- --- 6:12 /TEXTURED � $13.925.1300 TEL FINISH TEXTURED ol0snan>z, �1 oRronn �e ,,, yo 81WWW Avisays00 co 7 FINISH 7 MATCH I 6:12 2 �, I � /` �l DISTANCE � -- _, �j MAIN FF. LINE MAIN FF. LINE AT FRONT MAIN FF, LINE r�wcr,�. • n>�rv>=x EST. 1994 I � � 612.- ---r---------- GRADE LINE (A55UMED) GARAGE ROOF VENT REQUIREMENTS l LEFT ELEVATION CD 1 , G.C. VERIFY THAT 91,68 50. IN. 1 i OF VENTILATION THROUGH UPPER SCALE: 1/8 1'-0" I I 2/3 OF ROOF 15 ACQUIRER I VERIFY QUANTITY OF ROOF VENTS -----------.---------------- REQUIRED, PER MANUFACTURER'S 5PECIFICATION5 OF NET FREE TYR AREA PER VENT: OVERHANG AT HIPAA (U.N.O.) ROOF PLAN 12 12 SCALE: I/8 = I -0 5HINGLE ROOF PLT. HL PLT. HT. = , 0 6' * FINISH%O F.G. F.G. /` 12 12 V SECOND FF. LINE 5HINGLE 412 2 4 5ECON. LINE — - - ROOF D FF - T.O,M. _ - RE`T 11/2" THICK TEXTURED TEXTUp FINISH @ FIN15H 5AND FIN15H * `A KEY5TONE�.. �. TEMP (IF APPLICABLE):.. MAIN F.F. LINE _ _ _ MAIN FF. LINE_ RA15ED GRADE LINE 5AND FIN15N TEXTURED BANDING z r■i■�i��nrin■ • JOB NUMBER 25002.190 • fAjL FILE NAME LOT 38 11® -28-15 Lu w � X ` • At,. tom - Lei AREA PER VENT. ROOF a6 .....-`". PLT. HT. PLT. HT, PLT. HT. ........._ I I yio 5TUCC0 ,/ FINISH 5HINGLE 5TUCCO T 02) ROOF FIN15H * ,/ 112 12 SHINGLE 6 �e 6i I 5ECOND F.F. LINE 4� 8" SECOND F.F. LINE 8 ROOF SECOND F.F. LINE DAVIS BEWS - - � - - — DESIGN GROVP TOM,- TOM. T.O.M. j 5ADDLE 150 STATE STREET EAST --------------- --- 6:12 /TEXTURED � $13.925.1300 TEL FINISH TEXTURED ol0snan>z, �1 oRronn �e ,,, yo 81WWW Avisays00 co 7 FINISH 7 MATCH I 6:12 2 �, I � /` �l DISTANCE � -- _, �j MAIN FF. LINE MAIN FF. LINE AT FRONT MAIN FF, LINE r�wcr,�. • n>�rv>=x EST. 1994 I � � 612.- ---r---------- GRADE LINE (A55UMED) GARAGE ROOF VENT REQUIREMENTS l LEFT ELEVATION CD 1 , G.C. VERIFY THAT 91,68 50. IN. 1 i OF VENTILATION THROUGH UPPER SCALE: 1/8 1'-0" I I 2/3 OF ROOF 15 ACQUIRER I VERIFY QUANTITY OF ROOF VENTS -----------.---------------- REQUIRED, PER MANUFACTURER'S 5PECIFICATION5 OF NET FREE TYR AREA PER VENT: OVERHANG AT HIPAA (U.N.O.) ROOF PLAN 12 12 SCALE: I/8 = I -0 5HINGLE ROOF PLT. HL PLT. HT. = , 0 6' * FINISH%O F.G. F.G. /` 12 12 V SECOND FF. LINE 5HINGLE 412 2 4 5ECON. LINE — - - ROOF D FF - T.O,M. _ - RE`T 11/2" THICK TEXTURED TEXTUp FINISH @ FIN15H 5AND FIN15H * `A KEY5TONE�.. �. TEMP (IF APPLICABLE):.. MAIN F.F. LINE _ _ _ MAIN FF. LINE_ RA15ED GRADE LINE 5AND FIN15N TEXTURED BANDING z LL - Lu w � X > lU tom - El 3/4'• THICK (A55UMED) REAR ELEVATION 612 ROOF 7 PLT. HT. _ _ / _ PLT. HT. I P. UKU55-5tlL I lUN UI- KA15tU ETEXTURED FINISH BANDING AND / /6TUCCO TEMP, _ _ • 5HINGLE OR SAND FINISH KEYSTONE 6SH7 �- 12 ROOF • SCALE: 3" = 1'-0" SECOND F.F. LINE ROOFLE - a4 SECOND FF. LINE TOM 0M 2138 M LTEXTURED `'-TEXTURED �301l_CiN MATCH FINISH FIN15H @ �' v p15TANCE ao ao�< TEMP. S/kNF7 AT FRONT MAIN FF, LINE _ - - _ - MAIN F.F, LINE X121 �� G.C. VERIFY GLA55 TEMP. GRADE LINE IN5ERTFOR FRONT (A55UMED) DOOR .'� RIGHT ELEVATION 5CALE:1/8" : I'-0" ELEVATION "B" GARAGE LEFT • T1 TLE SIDE ELEVATIONS ROOF PLAN DETAILS BUILDING SECTION • SHEET • AB 2 YR 3 T 5 S FELT OVER 15# FELT SHINGLE ON 15 # ROOF SHEATHING SPECIFIED ON NAILING SCHEDULE ROOF OVER PRE-ENGINEERED ROOF TRUSSES 0 24" O.C. 12 -- HURRICANE STRAP PER _ PITCH AS ROOF FRAMING PLAN PER ELEV. 50# FELT OVER METAL FLASHING BRC. 5"x5" METAL FLASHING SHINGLE ROOF PER w/TAR BETWEEN .. .. — — HGT. 18"x18" METAL CONTRACT FLASHING AND SHINGLES ALUM. DRIP EDGE FLASHING ,r SHINGLE PER 2x6. FASCIA CONTRACT VENTED ALUM. SOFFIT SHEATH & EXT. FINISH WINDOW FLASHING AS REQ'D 1x4 WINDOW TRIM DBL. HEADER TYPICAL WINDOW & SLIDING GLASS DOORZ FLASHING DETAIL, TYPICAL VALLEY FLASHING DETAIL TYPICAL ROOF TO WALL FLASHING DETAIL . N.T.S. N.T.S. N.T.S. WEATHER FOLD UP WEATHER TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING MECHANICALLY FASTEN RESISTIVE RESISTIVE BARRIER & AS NECESSARY IN BARRIER TEMPORARILY SECURE 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH CORNERS THROUGH f' a FLASHING TO FORM WATER SHEDDING LAPS hFq FLASHING � FOLD UP WEATHER 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO RESISTIVE BARRIER & WEATHER EXTERIOR ALLOW FOR FLASHING INSTALLATION TEMPORARILY SECURE RESISTIVE SHEATHINGRFS/s BARRIER 4. INSTALL HEAD FLASHING -UNDER WEATHER RESISTIVE BARRIER WALL PER PLAN TAPE— SILL PLATE 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING .� (ASSEMBLED WINDOW .n � HEAD FLASHING TIE-IN G1 CORNER PATCH 2 AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE e�R F.� WEATHER RESISTIVE BARRIER 2 61 FLASHING A' ® ILL PLATEFFz (SEE DETAIL B _ .; FOR OPTIONS) DO NOT h LASH [`� Hca\ OVER BOTTOM NAILING FLANGE ;,. .. FZ 6., 5„x5” METAL FLASHING HEAD FLASHING TIE-IN CORNER PATCH w/TAR BETWEEN FLAS' G AN SHINGL ' INSTRUCTIONS: NOTES: C -i N- RUN KICKOUT FLASHING 6" 1. CUT, FOLD UP &TEMPORARILY SECURE 'WEATHER RESISTIVE 1. FLASHING BE FLEXIBLE SELF-ADHESIVE TYPE MIN. d PAST EDGE OF ROOF ROOF PER PIAN BARRIER ABOVE HEADER TO 6„ WIDE ALLOW FOR FLASHING FLASHING � INSTALLATION 2, REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF of FLASHING WINDOW 2. INSTALL HEAD FLASHING UNDER SILL PLATE ✓� 0 00 ro0 JPO WEATHER RESISTIVE BARRIER NOTES, 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. FOLD WEATHER RESISTIVE �t�rn BARRIER BACK OVER HEAD 4. INSTALL FLASHING AND WEATHER RESISTIVE La• 1FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE . MIN. 6" WIDE ( ) co FLASHING AND SEAL WITH TAPE BARRIER TO FORM WATER SHEDDING LAPS ki • �= FLASHING ORDER AS SHOWN TYPICAL ROOF TO WALL FLASHING DETAIL 2. INSTALL IN BY NUMBERS N.T.S. PLAN MEW , .. TYPICAL WINDOW FLASHING DETAIL 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL N.T.S. ' N.T.S. nl 2010 7BR7 SE7TION 703.8 EXTERIOR .WALLS SHALL PROVIDE THE BUILIDNG WITH A WEATHER—RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8, FBRC. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN SUCH A MANNER AS TO PREVENT THE ACCUMULATION OF 11/2" THICK WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER—RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.7. ALL EXTERIOR FINISHES OPTION . A SHALL BE APLIED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS OR INSTALLATION INSTRUCTIONS. FLASHING ASPHALT SATURATED FELT FREE FROM HOLES AND BREAKS, WEIGHING NOT LESS THAN 14 FOUNDS PER 100 SQUARE FEET (0.683 kg/m2) AND COMPLYING WITH ASTM D WOODEN 226NOR OTHER APPROVED WEATHER -RESISTANT MATERIAL SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS AS REQUIRED BY TABLE R703.4. SUCH DAVIS BEWS SIDING FELT OR MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESSTHAN 2 INCHES (51 mm). WHERE JOINTS 101 1 SILL PLATE OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 mm). SAND FIN15H SEE NOTE # 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 DESIGN GROUP �E CAVITY OR PENETRATION 0 WAT F R TO THE STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND WALL SHEATHING SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF KEYSTONE NOTES: THE FOLLOWING LOCATIONS: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP of WINDOW SILL PLATE TOP TRI WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAKPROOF EXCEPT THAT SELF FLASHING WINDOWS HAVING A CONTINUOUS 1 AT 0 OF ALL EXTERIOR W N , (IF APPLICABLE) 3. INSTALL SILL FLASHING AS SHOWN ABOVE OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING INCLUDING CORNERS DO NOT REQUIRE, LAP OF NOT LESS THAN 1 1/8 INCHES (281�nm) 0 E E , Q 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT ADDITIONAL FLASHING' JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS 2, AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS: 150 STATE STREET EAST 3. UNDER AND AT THE ENDS OF MASONRY, WOOD" OR METAL COPINGS AND SILLS. I P TYPICAL FLASHING DETAIL AT SILL ATE L 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. RAISED N.T.S. OLDSM & FLORIDA 34677 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT—IN GUTTERS. SAND FIN15N 3/4" THICK TAMPA • DENVER EST. 1994 � Nr - T N F RAI ED TYP. CROSS .SEC IO 0 S TEXTURED FINISH BANDING AND OR SAND FINISH KEYSTONE 0 SCALE: 3" = V-0` 0 0 SHEATHING PER PLAN 3a 15 FELT DRAINAGE PLANE 0 5 1/8" STUCCO THICKNESS 4A �■■` PAPERBACKL LATH I MEMBRANE STRIP COVERING WOOD FRAME/MA50NRY INTERSECTION UNDER EXPAN51ON JOINT TO EXTEND 2" BELOW CMU 00 2 METAL OR PLASTIC EXPANSION JOINT rn Ill FROM TOP OF CMU 5/8" STUCCO OR CEMENTIOU5 COATING OVER CMU CMU WALL PER PLAN NOTE: NUMBERS INDICATE ORDER ITEMS SHOULD BE • INSTALLED OVER FRAME AND CMU 2138 �P, 11L0 WEEP SCREED DETAIL , .r.. TITLE • F a arr;;H. BUILDING SECTION PER M.C.D. ENGINEERING SCALE: 3" = V-0` FLASHING DETAIL DETAILS .. ELEVATION "B" GARAGE LEFT JOB NUMBER 25002.190 X W LO to C ro C -i N- ISSUED 05-28-15 O � 04 REVISED w w a of �. ✓� 0 00 ro0 JPO 0 C O �t�rn L 0 o m La• co ki • �= 0 Z -Let df Ift 3/4" THICK TAMPA • DENVER EST. 1994 � Nr - T N F RAI ED TYP. CROSS .SEC IO 0 S TEXTURED FINISH BANDING AND OR SAND FINISH KEYSTONE 0 SCALE: 3" = V-0` 0 0 SHEATHING PER PLAN 3a 15 FELT DRAINAGE PLANE 0 5 1/8" STUCCO THICKNESS 4A �■■` PAPERBACKL LATH I MEMBRANE STRIP COVERING WOOD FRAME/MA50NRY INTERSECTION UNDER EXPAN51ON JOINT TO EXTEND 2" BELOW CMU 00 2 METAL OR PLASTIC EXPANSION JOINT rn Ill FROM TOP OF CMU 5/8" STUCCO OR CEMENTIOU5 COATING OVER CMU CMU WALL PER PLAN NOTE: NUMBERS INDICATE ORDER ITEMS SHOULD BE • INSTALLED OVER FRAME AND CMU 2138 �P, 11L0 WEEP SCREED DETAIL , .r.. TITLE • F a arr;;H. BUILDING SECTION PER M.C.D. ENGINEERING SCALE: 3" = V-0` FLASHING DETAIL DETAILS .. ELEVATION "B" GARAGE LEFT JOB NUMBER 25002.190 N CAD FILE NAME LOT 38 ISSUED 05-28-15 O REVISED w w a i�� X01 ✓� z La• ki • �= cj df Ift .. ° `►" :� • ' nl 11/2" THICK y DAVIS BEWS SAND FIN15H DESIGN GROUP KEYSTONE (IF APPLICABLE) 150 STATE STREET EAST RAISED OLDSM & FLORIDA 34677 SAND FIN15N 813 .925.1300 TEL TEXTURED BANDING 813 .92.5 .1800 ]FAX W W W.DAVISBEWS.COM 3/4" THICK TAMPA • DENVER EST. 1994 � Nr - T N F RAI ED TYP. CROSS .SEC IO 0 S TEXTURED FINISH BANDING AND OR SAND FINISH KEYSTONE 0 SCALE: 3" = V-0` 0 0 SHEATHING PER PLAN 3a 15 FELT DRAINAGE PLANE 0 5 1/8" STUCCO THICKNESS 4A �■■` PAPERBACKL LATH I MEMBRANE STRIP COVERING WOOD FRAME/MA50NRY INTERSECTION UNDER EXPAN51ON JOINT TO EXTEND 2" BELOW CMU 00 2 METAL OR PLASTIC EXPANSION JOINT rn Ill FROM TOP OF CMU 5/8" STUCCO OR CEMENTIOU5 COATING OVER CMU CMU WALL PER PLAN NOTE: NUMBERS INDICATE ORDER ITEMS SHOULD BE • INSTALLED OVER FRAME AND CMU 2138 �P, 11L0 WEEP SCREED DETAIL , .r.. TITLE • F a arr;;H. BUILDING SECTION PER M.C.D. ENGINEERING SCALE: 3" = V-0` FLASHING DETAIL DETAILS .. ELEVATION "B" GARAGE LEFT N z O w w a z 3/4" THICK TAMPA • DENVER EST. 1994 � Nr - T N F RAI ED TYP. CROSS .SEC IO 0 S TEXTURED FINISH BANDING AND OR SAND FINISH KEYSTONE 0 SCALE: 3" = V-0` 0 0 SHEATHING PER PLAN 3a 15 FELT DRAINAGE PLANE 0 5 1/8" STUCCO THICKNESS 4A �■■` PAPERBACKL LATH I MEMBRANE STRIP COVERING WOOD FRAME/MA50NRY INTERSECTION UNDER EXPAN51ON JOINT TO EXTEND 2" BELOW CMU 00 2 METAL OR PLASTIC EXPANSION JOINT rn Ill FROM TOP OF CMU 5/8" STUCCO OR CEMENTIOU5 COATING OVER CMU CMU WALL PER PLAN NOTE: NUMBERS INDICATE ORDER ITEMS SHOULD BE • INSTALLED OVER FRAME AND CMU 2138 �P, 11L0 WEEP SCREED DETAIL , .r.. TITLE • F a arr;;H. BUILDING SECTION PER M.C.D. ENGINEERING SCALE: 3" = V-0` FLASHING DETAIL DETAILS .. ELEVATION "B" GARAGE LEFT �.� AT 48" LIGHT AND SWITCH r ATTIC - _- -1 k-_ COACH NOTE: k ,c LIGHT ELECTRICAL MATERIALS AND INSTALLATIONS SHALL 0�, COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL f�N ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. X15-215 MAIN FLOORELECTRICAL PLAN. GARAGE LEFT DUPLEX CONVENIENCE OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET DUPLEX OUTLET A50YE COUNTER wP WEATHERPROOF DUPLEX OUTLET COACH NOTE: k ,c LIGHT ELECTRICAL MATERIALS AND INSTALLATIONS SHALL 0�, COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL f�N ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. X15-215 MAIN FLOORELECTRICAL PLAN. GARAGE LEFT GROUND FAULT INTERRUPTER DUPLEX OUTLET K ro f$ HALF -SWITCHED DUPLEX OUTLET 0 J W SPECIAL PURPOSE OUTLET n OL XAMR, MORMA 34677 DUPLEX OUTLET IN FLOOR Y/ MN ON�J� W W W.DAVISBEWS.COM TAMPA • DENVEFL 220 VOLT OUTLET �. >.' Jcmc WALL SWITCH W.P. 13 THREE-WAY SWITCH 00 0,00 GF.I. 14 FOUR-WAY SWITCH �s�0) D DIMMER SWITCH .- N 0 1p �C -�- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE A/C WALL MOUNTED INCANDESCENT LIGHT FIXTURE DISCONJ. RECESSED INCANDESCENT LIGHT FIXTURE C. LIGHT FIXTURE WITH PULL CHAIN \ TRACK LIGHT FLUORESCENT LIGHT FIXTURE \ 4 EXHAUST FAN ROUGH -IN MEXHAUST FAN/IGNT COMBINATION FOR OPT. ®D ELECTRIC DOOR OPERATOR (OPTIONAL) FANLIGHT \ F0 CHIMES (OPTIONAL) o PU5H5UTTON SWITCH (OPTIONAL) fER SUITE © CARBON MONOXIDE DETECTOR so SMOKE DETECTOR so c SMOKE / CARBON MONO. COMBO DETECTOR TELEPHONE (OPTIMAL) _ r TELEVISION (OPTIONAL) T GF.I. O THERMOSTAT 0 ELECTRIC METER -..- ELECTRIC PANEL NORIX. �. DISCONNECT SWITCH MAKE-UP I LIGHTS ® SPEAKER (OPTIONAL.) ROUGH -IN FOR OPT, CEILING FAN J c,> GF.I. CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN OTES NOTES- W.P. W.P. 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GF.I.) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR h_-_ SWITCHES.... 42" _ _7 7 F 220 Y. OUTLETS ..... 14" � _ J TELEPHONE ... 14" (UNLESS ABV COUNTERTOP) — — — TELEVISION. ..14" 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. Q1 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING GF.I. PWDR HORIZ ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, MAKE-UP CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. LIGHTS DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.11 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY a ROOMS SHALL BE GF.C.I. PROTECTED (G.F.P. 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.PA.10A-05, NE.C. 2011, F$.CR - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND �� ORDINANCES. ENTRY I 1. EVERY BUILDING HAVING A F0861L-FUEL-BUFNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CAR50N MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING 0 PURPOSES. E 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE W.P. I BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE Gf.I• — — — — — — LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. I4/0 ALU. CABLE I MAIN DISCONNECT METER A/C DISC, COMBO - SQUARE D TYP. 14 AND 12 COPPER TO REFER TO FLOOR PLAN FOR NOTED MAIN DISC. INSIDE LIGHTS AND OUTLETS / AMPS. REQUIRED PANEL 10 COPPER TO WATER HEATER UNDERGROUND $8 COPPER TO RANGE / SERVICE BY POWER COMPANY 04 COPPER TO 5/8" GROUND ROD ALSO SERVICE TO BE BONDED / TO FOOTING STEEL E ELECTRICAL RISER DIAGRAM �����_��,Nc COACH NOTE: k ,c LIGHT ELECTRICAL MATERIALS AND INSTALLATIONS SHALL 0�, COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL f�N ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. X15-215 MAIN FLOORELECTRICAL PLAN. GARAGE LEFT 2138 • TI TLE • MAIN FLOOR ELECTRICAL PLAN • SHEET • K ro LO U �0 0 J W n OL XAMR, MORMA 34677 813.925.1300 TEL. Y/ MN ON�J� W W W.DAVISBEWS.COM TAMPA • DENVEFL EST. 1994 c�— �. >.' Jcmc LLM 00 0,00 wti0 C 0 �s�0) .- N 0 1p �C o y N 40 z °. 2138 • TI TLE • MAIN FLOOR ELECTRICAL PLAN • SHEET • DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OL XAMR, MORMA 34677 813.925.1300 TEL. 813.92.5.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVEFL EST. 1994 c�— 2138 • TI TLE • MAIN FLOOR ELECTRICAL PLAN • SHEET • M O <\ rRr�cOU5Hnp rN � n ELEC I F�ICAL <E 7 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET .F.,. GROUND FAULT INTERRUPTER DUPLEX OUTLET ROUGH -IN HALF -SWITCHED DUPLEX OUTLET �� FOR OPT. SPECIAL PURPOSE OUTLET FANLIGHT � DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET BROOM 2 WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH D DIMMER SWITCH F.. CEILING MOUNTED INCANDESCENT LIGHT FIXTURE :-Up -P WALL MOUNTED INCANDESCENT LIGHT FIXTURE ;Q. RECESSED INCANDESCENT LIGHT FIXTURE BATH 2c. LIGHT FIXTURE WITH PULL CHAIN ® TRACK LIGHT FLUORESCENT LIGHT FIXTURE (� EXHAUST FAN EXHAUST FAN/LIGNT COMBINATION W1' ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) ,11 A.H.rnPUSHBUTTON SWITCH (OPTIONAL) DISC. CANON MONOXIDE DETECTOR WALLSMOKE DETECTOR J so SMOKE / CARBON MONO. COMBO DETECTOR I -Q TELEPHONE (OPTIONAL) TELEVISION (OPTIONAL) Q THERMOSTAT Cp ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH SPEAKER (OPTIONAL) �/> ROUGH -IN FOR OPT. CEILING FAN BATH 3 J HORIZ c CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ MAKE-UP GJ ROUGH -IN FOR OPT. CEILING FAN LIGHTS NOTES- I. OTESI. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTEMPTERS (GRI) A5 INDICATED GF„ ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE \ FOLLOWING HEIGHTS A50VE FINISHED FLOOR: J SWITCHES. 42" OUTLETS ..... 14 11 TELEPHONE.. 1411 (UNLESS ABV COUNTERTOP) TELEVISION.. 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER V SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE <;�"� J AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. ROOM 4 DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 201140611. 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE G1=C 1 PROTECTED (GF IX 6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NEPA 1OA-05, N.E.C. 2011, F.B.C.R 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. & ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING 15 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. JOB NUMBER 25002.190 • CAD FILE NAME LOT 38 ISSUED 05-28-15 REVISED K ro DAVIS B EWS DESIGN GROVP U �0 EST. 1994 F 0 -i cj do N 2 N M - / N m , >JM `6 * LL 41• 00 ro= Tti 0t c0 LL tv 01 3�E C4 L 0 O ZV�a° JOB NUMBER 25002.190 • CAD FILE NAME LOT 38 ISSUED 05-28-15 REVISED o� I UPPER FLOOR ELECTRICAL PLAN_ GARAGE LEFT • TI TLE �� • UPPER FLOOR ELECTRICAL PLAN • SHEET • DAVIS B EWS DESIGN GROVP 150 STATE STR.EE7" FAST OUXMAY,FlARIDA 34677 813.92.5.1300 TEL 813. 925.1800 FAX W W WnAVISBEWS,C0M TAMPA • DENVER. EST. 1994 F o� I UPPER FLOOR ELECTRICAL PLAN_ GARAGE LEFT • TI TLE �� • UPPER FLOOR ELECTRICAL PLAN • SHEET • I E ER L NOTES G A) FLOORS = 4o PSF N B) BALCONIES = 60 PSF / 100 PSF (WHEN BALCONY EXCEEDS 100 SQ FT) A 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 FOUNDATIONS METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 (MODIFIED PROCTOR) MINIMUM METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL BEARING CAPACITY 2000 PSF AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES TERMITE TREATMENT OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A RECOMMENDATIONS FOR. MIN. 7/16" OSB SHEATHING MINIMUM G50 ZINC COATING THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE CONSUMER SERVICES. PRESERVATIVE WOOD TREATER. BLOCKING w/ (3) 12d TOENAILS EACH END. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. OF PRESSURE TREATED WOOD. CAST IN PLACE CONCRETE 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 PREFABRICATED WOOD TRUSSES 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. UPLIFT 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR CONFORMING TO ASTM A-615 GRADE 40. LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH AT EACH END SHALL BE PROVIDED. THE LATEST EDITION OF ANSI TPI 1. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE MANUFACTURER UNLESS NOTED ON PLANS CENTER TO UPPER 1/3 OF THE SLAB. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF BOLTS AND THREADED RODS TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS TRUSS DESIGN LOADS FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF TOP CHORD: Lr = 16 PSF - HOT DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE DL = 7 PSF SHINGLE TYPE ROOF COVER ( ) OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE DL = 14 PSF (TRUSS OVERBUILD) OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN BOTTOM CHORD: DL = 5 PSF ACCORDANCE WITH ASTM B 695 CLASS 55 MINIMUM MINIMUM FLOOR DESIGN LIVE LOADS: 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 -13 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 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; COLUMNS BEAMS 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 OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS OTHERWISE SPECIFIED. 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 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 BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DIAGONAL BRACING REQUIRED AT CLB PER BCSI-63. 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 MANLI'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 DIETS 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 BE USED ILO 1/2" J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 6. MORTAR JOINTS -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. "*EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EA. CELL, CONT. PER PLAN. 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION<1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/211-1-1/2", 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.' STRUCTURALSTEEL 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 A) FLOORS = 4o 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 1". A)FLOORS = 15 PSF 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE B) BALCONIES = 15 PSP 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 BCSIA & TRUSS MANUFACTURER'S DRAWINGS FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. 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 - 22.9 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 00 G Q @ � 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'-0" 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-B3 SECTIONS 1, 2 AND 3 ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. FOR ADDITIONAL ROOF PLANE PERMANENT' BRACING REQUIREMENTS: 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 B" 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. ("T" BRACING MAY BE USED I.L.O. PEMANENT 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-B3). 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 BEHIND THE TRUSS VERT RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES THEN 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 -13 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 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; COLUMNS BEAMS 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 OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS OTHERWISE SPECIFIED. 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 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 BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DIAGONAL BRACING REQUIRED AT CLB PER BCSI-63. 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 MANLI'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 DIETS 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 BE USED ILO 1/2" J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 6. MORTAR JOINTS -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. "*EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EA. CELL, CONT. PER PLAN. 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION<1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/211-1-1/2", 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.' STRUCTURALSTEEL 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 S4 WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND (+) VALUE DENOTES PRESSURE AREA (SQ FT) LINTEL PLAN SD1 - VALUE DENOTES SUCTION AREA O O 10 (+) 21.2 (+) 21.2 SD5 - 22.9 - 28.3 20 (+) 20.2 (+) 20.2 7 (-) 22.0 - 26.4 (+) 19.0 (+) 19.0 50 (-) 20.8 (- 23.9 100 (+) 18.0 (+) 18.0 9 - 19.8 - 22.0 GARAGE DOORS 9'-0" x 7'-0" 16-0" x 7'-0" 10 (+) 18.4 + (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 4 4 '5� }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 GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS 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 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 CREATED ELEV. C W/ OPTIONAL LANAI w/ 6 1/29/2015 TRUSSWAY TRUSSES PER TB -39 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 CREATED ELEV. B W/ OPTIONAL LANAI & BONUS W/ 9 5/26/2015 TRUSSWAY TRUSSES PER TB -100 CREATED ELEV. B W/ OPTIONAL LANAI & 10 6/11/2015 TRUSSWAY TRUSSES PER TB -38 11 L C c L J J W 1 1 1 1. 1 1. Z ``1�1111yi1//// w a Lin-ynam N sI� ® A �S0 ad r Q� ' cc cE � Q ® Q � �Q R r®� ® J O �,✓✓ 100001� ®®® J LL PRD � W W J a 0 O .� c) Q cli C3','' `)+ o W c; C1~. Z -0 CZ Q 0 U I LL - z " U Off' ; W O [r LLi H U F- W W p Z Q c� Q LL Jr^„g♦ LL O LU °''' -j Zoe I� O zi _j ON wz U) OF to H O a� le U 0: it W 4ryi O U LU < W C%) Z k9 c� (12.7MM) GYPSUM BOARD. INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS IF PROVIDED �y SUBMIT REPORTS TO ARCHITECT AND ENGINEER. # 15 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC.. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING& DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 2 - J i 00 m M ] 0 C Z W (�J- -j LU- Ce W O W IM 31- 0=Z U W AZO - CL STRUCTURAL ENG: CFG / BED � DRAFTING: --STRUCT_ BM QC CHECK: CC JOB No. TM - 2150648 SCALE: AS INDICATED DATE: 06/10/2015 S1 FOUNDATION NOTES. LU 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE I— 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 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 ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. Z LAP SPLICES SHALL BE NO LESS THAN 25". W ■ ■ ■ ■� 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR Cl) RECESSING DOOR SILLS. 00 MF08 I 5. EXTERIOR SLABS SHALL SLOPE 1/$ PER FOOT AWAY FROM HOUSE. W SD1 o MF08 MF08 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE U b SD1 SD1 o SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CO co io ao CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE Z U o—, THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR � -4" FIN. FLR MF11 ( USE ALTERNATE APPROVED METHOD. W SD1 MF01 pp A/C PAD 13 10 I SDII7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY co COMMUNITY & COUNTY CODES. 0 \__0 ■4. I 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL ■ ■ QI ■ • -- • ■ SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE ----Y- — �' AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION W o i INSTRUCTIONS. 0 NOTE: EXTEND M N 9. NO WOOD STAKES PERMITTED IN FOUNDATION. w W FOOTING UNDER SGD. I 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED INTEGRATE INTODOWN. SEE SHEET SD1 FOR ADDITIONAL INFORMATION. GC TO ■ MAIN CMU I DETERMINE STEP LOCATIONS IF REQUIRED O II ® 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS Z `\%%I}IIIII///// LLI � AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SD1 FOR STANDARD FOOTING STEP DOWN AND CORNER INFORMATION. ••o.®oo®���✓✓®.e a N 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOUR • ,-- W p II MF01 ■ � Q SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH '� � A:'� : ZZ SD1 PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION ®:...1 c < U MF06 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER CC* Ct ® J SD1 COMPACTION: 2000' PSF (SEE SOILS REPORT AND SPECIFICATIONS �,., ®o � Q FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE %� �' �• O ®� < R I ��� Q0 PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL � •,•+rw�e ®�, J O MF01 CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO ®/ © ®� —1 _j i LL 3'-6" 11'-2"1111111, FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS I DETERMINED BY ASTM - 1557 (MODIFIED PROCTOR). �W THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS _j BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 W 2 PSF. O O ■ 0'-0" FIN. FLR C7 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C.TO U • z 4 I�}� DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE Z y ch �; O STEMWALL CHART ON SD1 FOR REQUIRED REINFORCEMENT AND Q J N ■ _, o O FOOTING SIZES PENDING DEPTH OF STEMWALL ri C, o 0 3 1/2" THICK CONC. SLAB W/ 6X6 I I I I MF03 M 7 + - o` v VAPOR BARRIER OVER ) M„ Z � W/1.4 XW/1.4 W.W.F. OVER 6 MIL 5D1 ■ o � co } I COMPACTED FILL. L FOOTING SCHEDULE 0 O I - N 2 MF06 U N MF07 O O CO SD1 I 4 O p @ 1 12 x12 x12' d w/ #5 s 6 O.C. EA. WAY MIN 2 # 5 E.W. W SD1 z 2O 24"x24"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (4) # 5 E.W. O 18)■ _...p @ O b 8" 0 2.3 28 x28 x12 d w/ #5 s 6 O.C. EA. WAY MIN 5 # 5 E.W. bo 51 „ - w W 2.5 30"x30"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (5) # 5 E.W. � 7 32"x32"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (6) # 5 E.W. L ■ O c� o Q Z ■� M "x36"x12" d w/ #5's 6" O.C. EA. WAY MIN 6 # 5 E.W. Q U O 36 p @ O ^^ �MF01 WL.L LLI gD1 D" .N Q \ 3.5 42"x42"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (7) # 5 E.W. zz Z �s W Z N P) S O M ■ a0 Im 48"x48"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (8) # 5 E.W. U oz O F o \ ' O OJ J Mau n M N ~- _ ~ �a9T�ga 4.5 54"x54"x16" dp w/#5's @ 6" O.C. EA. WAY MIN (9) # 5 E.W. < U) Z = —, 01 O / Z6� ■ SD1 5 � � 4�� FIN. FLR H � � 1i � O �,� 5 60"x60"x16" dp w/#5's @ 6" O.C. EA. WAY MIN (10) # 5 E.W. Z O v3 X W Q H M Z w z� O-4" FI . FLR N ® �� �^ < 0 ao0 LL _, �dO� OU F- U. 2.6 PAVERS 6) >- V W Q w N Z= ■ I N SYMBOLS LEGEND W1 U) 9'-8" 2 STORY FOOTING T-5%" 2'-9%" 2'-1" 34 n_ ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. z ■ TO TIE BEAM ( 6-8" O.C. MAX U.N.O.). 0 �- z I ■ 3 • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. Q TO TIE BEAM. o I a 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. z N MF02 N SD1 ■ W00 11 mM z H Z w 0 M _ o _ _j MF02W W SD1 O IX �% O 1 F- 0P0 Z 0 Wm IWo = Z LJ W H J V LL. z (n LLJ 1k Nil LU MF13 W10 MD01 SD1 MD01 SD2 SD2 = a 2'-8" 16'-0" 2'-8" T_0., 1' 8.. STRUCTURAL ENG: CFG / BED 8'-8 <" DRAFTING: 21'4" 2 STORY FOOTING t= 10 Z-STRUCT: BM 0 QC CHECK CC W JOB No. TM - 2150648 �3UICD�G = SCALE: AS INDICATED DATE: 06/10/2015 FOUNDATION PLAN 1/4-1-0 -2156 S2 this men is copyrighted an is the exclusive property of MONTA CONSULTING & DESIGN OF WMR & ASSOCIATES LLC. An use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. COPYRIGHT MCD 2014: The information contained int s docu td p p y y p p W ■ INDICATES GROUT FILLED CELL WITH (1) VERT.#5 CONT. FTG. Q TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.). p • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. J o'1-411 - Ir INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. H I4 134 I4 z 00 W 0 _z a ■■ ■■ b O ■ ■ LU O Q - C7 � z O 0 U) s� W m p � u i n h1-" - Q 31-811 10 -2 I -2 21-011 10 2 2 2' iY O Ell ■ __u. N W WN �t to H LL. U- O ■ Z O ``%11111rrrr W V r� Lw !L arc o0o Z Z - C1i ® ®: U ■ CL; < .'. w1 Q ®` D e U— J O W _ O 0 U z, ch + ■ ¢ a u `! N _ , ■o- �„? C) Q o. LL O"" r z£s U z O ( l f � �1 ■ U _JL J z ���5� o W �E'r, �.j N O c J z M LU 0 Ce �� 5'-0" z W Z 6� N ■ o OI— p � o� U� %1CW Q zn Z= o .4 W ■ LEN o 0.. ■X Fm z 0 Q ■ Orj -1 loz Wr� ■ M Go m M Q ~ J ■ W � OC�� ■ F- w 00 W -4- Wm -�' U)0 Z 0 W !7-ZO • ■ • • s • 0 Fa- ` H F - 10 H STRUCTURAL ENG: CFG / BED Q DRAFTING: H Z STRUCT: BM QC CHECK: CC JOB No. TM- 2150648 pl)�CC;44 = SCALE AS INDICATED M. -- -- A ,;..:. , DATE: 06/10/2015 DOWEL LAYOUT PLAN - 1/4"=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, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. y�0 0 C14 c o 0 0 0 o- F - z W p J01 J01 w z WO J02 J02 p SIM. U F 1 PS03 z U J03 SD6 SD4 Jog S1 0 co SD5 W m C) R01 ■ ■ ■ C01 O U- O F01 N HUC48 HEADER TO C.M.U. WI_ N w Lij� (6) 10d NAILS & (14) Y" x 2 %„ Y F- ■ TAPCONS F01 U. O ■ U) F01 O\111111If® w BWI . •y® ■ F01 ®���. ® "rtO oI Z Z SD6 F01 �• Q g sa �C ca — F01 fun) w - J F02 CL ■ '' 0 O U F05 p ■ F03 Q# v cYi0„ a F05 ■ F03 z �- 0 F05 _ BW1 x F03 O F05 I >( z c — m F05 o BW1 O II F03 IL ca Q F06 Lj LJ L - -- \ F03 S1 r Foy A U Z ..__..�.�....� SD5 � Fos S 11 ■ �_ _ ��_� p J z SD5 F09 Q O [I� Q N�Nn F10 +� MD03 ¢ C Z ca`��5�r5 SD2 U c z OF O < J CnN�z F11 w a�� g D03 F12 A U V 0.9 SD2 vWO < C4 F1 F1 RFo �Y4 z z U- SD6 SD6 s S1 o FJ_— O R02 BW200 J SD5 R02 S1V H LL 19 5 G R03 SD6 z W_ R04 r• oo rn rn � V J p � S1 LL w cn R05 SD6 U LL■ R07 ■ 2x6 #2 SYP CONT. LEDGER TO _..._. z COMBO TRUSS UNDER 2ND FL. F1 S 11 1 WALL W/ (Z 16d NAILS @ 4" O.C. SD6 SD5 R07 0 p ■ z R22 2tl F— 00 m M R23 Z H zW0 O_3 -i J18 J18 L W L o W O J17 J17 p O P O W �WIM OC J16 J16 0 _ Z • • o V J Z � D) W0 — co r- oo rn a): 0) a) rn oo r m y ry U CL H STRUCTURAL ENG: CFG / BED J DRAFTING:— — -- z STRUCT: BM p QC CHECK CC JOB No. TM - 2150648 ~ SCALE: AS INDICATED FLOOR FRAMINGPLAN DATE: _ 06/10/2015 -011NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND S4 1 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transferof these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. h I _ .._ I.1 l . 11 __ - - ---i 11 I I I I NOTES: BEARING WOOD WALL SCHEDULE COLUMN SCHEDULE CONNECTOR SCHEDULE BEAM SCHEDULE ROOF W' VALUES VALUES 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. I - STUD CONNECTION & FASTENERS UPLIFT q (2)2X4 SYP #2 BUILT UP STUD COLUMN TAG SIMPSON CONNECTOR TYPE TAG BEAM SIZE CONNECTIONS Q TAG SPACING CAP. (plf) BLOCKING O SPF(Ib) SYP(Ib) TOP BOTTOM 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND 0 1 ELEVATIONS FOR BEARING HEIGHTS. B (3)2X4 SYP#2 BUILT UP STUD COLUMN META16 w/(7) 10dx12 NAILS OR TO POST: SIMP. HTS20 OR LSTA18 3 12d TOENAILS 3 12d TOENAILS NO 1 FRAME TO CMU 1450 1450 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. _. __.-__ _...__ ___. ___ .. _...... ... BW1 16" O O MID -SPAN O � META20 w/(7) 1 O x 11" NAILS TO BEAM: SIMP. HUC48 w/ 14 16d NAILS D OR ENDNAILS OR ENDNAILS UPLIFT ( ) CONVENTIONAL FRAMING SHALL BE 16 O.C. MAX. OR AS OTHERWISE NOTED. (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 4 2X4 SYP#2 BUILT UP STUD COLUMN (2)META16 OR (2)META20 "" 3, 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS Q 1/2" THREADED ROD @ 48" O.C. C �) 1,, (1)ply 1985 (1)ply 1985 62x8 WITH 1/2 FLITCH w/(6)10d NAILS & (14)4"x24' "" 1160 pif MID -SPAN O 2 (1)ply TRUSS (10)1Od x 1� NAILS FRAME TO CMU PLATE AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ Z BW2 16 ADJUST AS REQ D TO MISS STUDS (2)ply 1900 (2)ply 1900 TAPCONS (2)ply TRUSS (12) 16d x 1 ' NAILS SINGLE TOP AND P.T. BASE PLATE LEAVE 1/4" GAP FROM TOP PLATE TO TRUSS U D (2)2X6 SYP#2 BUILT UP STUD COLUMN ON MASONRY: SIMP. META16 ❑ 1/2" THREADED ROD 48" O.C. '„ BOTTOM CHORD @ O HIDA w/(18)1Od x 1g NAILS OR H10A 1015 HIDA 1340 w z BW3 16 ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. F 1„ FRAME TO FRAME 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE (2)ply TRUSS H10A-2 w/(48) 10d x 12 NAILS H10A-2 1070 H10A-2 1245 TO POST: SIMP. HTS20 OR LSTA18 CONTINUOUS FROM FLOOR TO CEILING. W E (3)2X6 SYP#2 BUILT UP STUD COLUMN TO BEAM: SIMP. HUC410 w/(18)16d & O � H (3)12d TOENAILS (3)12d TOENAILS NO HTS20 w/(24)1Od x 13' NAILS (2)2x10 #2 SYP (10) 10d NAILS 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING O CL BW4 12" UPLIFT MID -SPAN 4 FRAME TO FRAME 1245 1450 OR ENDNAILS OR ENDNAILS � (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) 62x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d ADDITIONAL LOADS: U � F (2)2X8 SYP#2 BUILT UP STUD COLUMN PLATE NAILS & (18)4"x2a' TAPCONS A) ALL CEILING HUNG SOFFITS AND SOFFITS (D U ROD 4 " O.C. O 2 HTS20 w/(24)10d x 11 NAILSCABINETSA H WN ON PLANS. ` 1/2 THREADED O @ 8 a O z FRAME TO FRAME 2490 2900 ON MASONRY: SIMP. META16 WITH S SHOWN A ❑ (n (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. j W BW5 12" ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN O (3)2X8 SYP#2 BUILT UP STUD COLUMN Q 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS m 1/2" THREADED ROD @ 48" O.C. 6 H2.5A w/(1 0)8d FRAME TO FRAME 535 600 TO POST: SIMP. HTS20 OR LSTA18 Q BW6 12"' 1160 pif 3rd. PT. OF ALL HARDWARE BEFORE INSTALLATION. ❑ ADJUST AS REQ'D TO MISS STUDS H 4x4 SYP#2 POST TO BEAM: SIMP. HUC410 w/(18)16d & OO 2 2x12 #2 SYP (10) 10d NAILS MTS 12 w/(14)1Od x 13"' NAILS 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT O 7 FRAME TO FRAME 860 1000 B2x12 WITH 1/2 FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10dEDITION). SEE COVER SHEET NOTES FOR MORE INFO &STANDARD DETAILS IN THIS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) NAILS & 18 1"x23i TAPCONS o D J 6x6 SYP#2 POST PLATE ( )4 4 DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. ON MASONRY: SIMP. META16- O 5"" 0 MGT w/(22)10d $ ,EPDXYANCHOR w/SIMP. SET EPDXY MIN: 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. c�.i > FRAME TO CMU 3140 3140 5" EMBEDMENT THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY W W 8x8 SYP#2 POST TO POST: SIMP. HTS20 OR LSTA18 TRUSSES O 1"" "" HTT4 w/(18)16d x 22 NAILS & EPDXY ANCHOR w/SIMP. El FRAME TO CMU 3640 4235 TO BEAM: SIMP. HUC410 w/(18)16d & 10. USE 5/8" GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE O GENERAL BEARING WALL NOTES L 3-v2"x3-1/2" LVL COLUMN. SET EPDXY MIN. 7 EMBEDMENT (10) 10d NAILS O THE GARAGE. 63.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od Z 10 HGT-2 w/(16)10d NAILS w/g" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 '"" '"" w NAILS & (18)4 x24 TAPCONS 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR IDS THIS LAYOUT HAS BEEN it 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. M 3-1/2"x5-1/4" LVL COLUMN: EPDXY MIN. 5 EMBEDMENT ON MASONRY: SIMP. META16 PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. O OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIORI RIOR >•..�� A,®®� 2. ALL LUMBER TO BE #2 SPF U.N.O. 11 HTSM16 w/ 8 1Od NAILS & 4 1"x 21" TAPCONS FRAME TO CMU 1020 1175 �® e•e" "e�•!/ �s W o CONNECTORS ARE TO BE INSTALLED EA. STUD U.N.O. O O 4 4 CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS �• •e% ® � Z Z 3. C @ N 3-1/2"x7" LVL COLUMN. TO POST: SIMP. HTS20 OR LSTA18 DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AA. w 4. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. O T l�. ®i► U "" TO BEAM: SIMP. HUC410 w/(18)16d & AND APPROVAL. AT THIS TIME HE E.O.R. RESERVES THE RIGHT TO REVISE THE CV Qe 5. IF BW CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO 12 LSTA18 w/(14)1Od NAILS HEADER TO STUDS 1110 1235 (10) 10d NAILS PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS m' � �:; c � Q STUD CONNECTIONS. P 3-1/2"x9-1/2" LVL COLUMN. B3.5xl 1.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d SHOP DRAWS ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR ® � ; �' O A 6. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 10d TOENAILS. NAILS & (18)4"x24" TAPCONS TRUSS FABRICATION PRIOR TO THIS REVIEW ISNOT ADVISED, AND THE E.O.R. IS '•�, � � , e � � Q 13 (2)LSTA18 w/(14)1Od NAILS HEADER TO STUDS 2220 2470 • <• `® J O 7. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END. ON MASONRY: SIMP. META16 NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF mss' "+ ®• • _ _j g, /2" THREADED ROD w/ MIN 6" EMBED (OR 6" PAST STEP DOWN) USING Q 5-1/4"x5-1/4" LVL COLUMN. CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS O EPDXY. SEE ABOVE FOR SPACING. CENTERED Win TOP ST 833 If 928 If LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. SIMPSON SET EPO 14 LSTA18 w/(14)10d NAILS CENTERED EACH UD STUDS TO BEAM/GT p p PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION OF ROD AT TO POST: SIMP. HTS20 OR LSTA18 12. IF DESIGN '®ll/ 1111 I N DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE 1 --, R 5-1/4„ x7„ LVL COLUMN. TO BEAM: SIMP. HUC410 w/(18)16d & I� BASE. NUT AND 3"x3"x1/4" WASHER TOP. THREADED ROD TO BE ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND @ O (10) 10d NAILS. E PLANS 15 LSTA24 w/(18)1Od NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235BUILDER TO DETERMINE THE REQUIRED SIZE. (2)751b MIN POINT LOAD SHOULD BE °- PLACED 6 AWAY FROM ANY STRUCTURAL COLUMNUNLESS � 63,5x16 (2) 1.75"x16 LVL TO MASONRY. SIMP. HU410 OR HUC410 w/(10)10d „ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED O q INDICATE CONNECTIONS. S 7x7 LVL COLUMN.. NAILS & 18 -"x23" TAPCONS O ( )a 4 AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. U 9. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO 16 MSTC28 w/ 36 16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 ON MASONRY: SIMP. META16 CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER ❑ �""Or ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REQUIRED IF ( ) T 3-1/2"'x11-7/8" LVL COLUMN. THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. Q � BRG. WALL IS INDICATED WITH BW1 OR BW4. THESE WALLS ARE ONLY O V o SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 TO POST: 2 SIMP. HTS20 OR LSTA18 BUILDER NOTE: X T ❑ O W ARE TOENAILED/ ENDNAILED TO THE PLATE AND THE 2X BASE PLATE CAN � _ ON MASONRY: (2) SIMP. META16 IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE I- C� Z t>o BE ATTACHED WITH HARD CASED GUN NAILS AND WILL NOT REQUIRE THE LTT20B w/ 10 10d NAILS &" EPDXY ANCHOR w/SIMP. SET B x1 3 1.75"x16" LVLa _ 18 COLUMN TO FTG. 1290 1300 * NAIL TOGETHER USING 3 ROWS OF 12d NAILS SS MANUFACTURERS LAYOUT _ a ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL E ( > EPDXY MIN 7 EMBEDMENT 5 25 6 O O TRU _ SCHEDULE. X @ 6"" O.C. EACH SIDE ----STOP --- 10. AT SHEAR WALL LOCATIONS ONLY: NUT AND WASHER @ BASE OF 19 HTT4 w/(18) 16d x 27 NAILS w/8" EPDXY ANCHOR w/SIMP. COLUMN TO FTG. 3640 4235 O EE PLAN FOR ADDITIONAL sHEARWALL ❑ SET EPDXY MIN. 7: EMBEDMENT AND CALL THE ENGINEER OF RECORD PRIOR TO THREADED ROD ARE REQUIRED. S Z U T . STANDARD COLUMN NOTES PLACEMENT OF ANY TRUSSES o INFO. AND DETAILS. 20 (3)HTS20 w/(24)1Dd x 1,2 NAILS FRAME TO FRAME 3735 4350 TO POST: (2) SIMP. HTS20 OR LSTA18,"� 11. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR ❑ AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) ON MASONRY: 2 SIMP. META16 - O FOR FURTHER REVIEW. 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD4. ( () NAILING SCHEDULE: O 63.5x20 (2) 1.75""x20" LVL 21 MSTCM40 W/ ( 14 ) ) 16d SINKERS AND 10 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 * U.N.O. NAIL TOGETHER USING (3) ROWS OF 12d r1� 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. NAILS @ 6" O.C. EACH SIDE ROOFS: Ld OR WOLMANIZED.ROOF SHEATHING TO BE 15/32' OSB WITH SHINGLE),5/8 OR 19/32 OSB WITH TILEOf 22 SIMPSON MGUS 5.50/10 W/ (63) 16d NAILS GIRDER TO COL./ BEA 9100 4095 FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 8" I❑ - 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SYP SOLID U T T EXTERIOR CONDITIONS - O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND � POSTS. A OR STANDARD BEAM NOTES 12" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION IY 4x4: ABU44 w/(12)16d NAILS & 8" EPDXY ANCHOR WMIN. 23 _ _ 0 0 PERPENDICULAR TO SUPPORTS (TRUSSES). PLY CLIPS AT ALL ~ "" E ( ) U) 6 EMBEDMENT O 1. NAIL ALL 2 2x BEAMS TOGETHER USING 2 ROWS OF 12d NAILS 12"o.c. TYP. UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS ❑ Z 6x6: ABU66 w/(12)16d NAILS & 3"' EPDXY ANCHOR WMIN. O O @ PL LIPS TO BE SPACED NO MORE THAN 24" O.C. Q U S ONE SIDE) USE 3 ROWS WHEN 2x10 OR LARGER. MIN. 2 FROM TOP AND BOTTOM Y C < _ 6"" EMBEDMENT (A STANDARD CONNECTOR NOTES OFBEAM U_ �g 5"" ,, GABLE ENDS. � W ,o, •- � 8x8: ABU88 w/(18)16d NAILS & (2)$ EPDXY ANCHORS w/ NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 6 o.c. (TYP. „ O p N a "" ALL SHEATHING TO BE MIN. 15/32 O.S.B. AND SHALL BE NAILED (1) ROW @ 3 O.C. Z p M MIN. 6 EMBEDMENT N PLAN. ONE SIDE) MIN. 2 FROM TOP AND BOTTOM OF BEAM W 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O.O AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6 O.C. ALL OTHER O � W Z 1A H Q EDGES AND 6 IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. C9C� 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND 2. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ D. MIN. 4 BRG. EA. END 'Q m • AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT WSIMP. META16 @ 24 o.c. OR 32 o.c. VERIFY w/ TRUSS ( ) U 7 Z BASE PLATE U.N.O. ON PLANS. SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. IF SITTING ON FRAME WALL USE SIMP. LSTA18 14) O Z F-- N� " "" ( ( @ 3. S E PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. -I J < Sj .' z n 24 o.c. OR 32 o.c.) E EXTERIOR WALLS. W O W _ Q g 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. SEE WF10/SD4 FOR MORE INFO. _ ui ••+• "" 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN Z z CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. META16, @ 32 o.c. C„� t,J z Z APPROVAL FROM THE E.O.R. NAILS: MAX. AND 2 AT EACH CORNER. � 0 Q O NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. - W U cc i 3 06 a 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d RING OR SPIRAL SHANK, W "� Q �.. F FOR 2 -PLY U.N.O. ON PLAN HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE Z W Z I� Ho EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY Q J O p 3. CONNECT ALL TYPICAL HIP JACKS CORNER JACKS TO FRAME USING SIMP. H2.5A CONNECTOR. TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, ❑ � W . ) IF UPLIFT EXCEEDS 5351bs USE, (2) H2.5A CONNECTORS. STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL p � � , BE IN ACCORDANCE WITH ASTM A 153. U I- 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. Q W O APA SHEATHING NOTE: Z W 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED = z 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END Uj WITH (3) 10d TOENAILS. 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED META16 O STRAP LOCATION. IF DOUBLE META16 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS.2 rr IF UPLIFT IS HIGHER THEN 21001bs, CONTACT E.O.R. FOR FURTHER REVIEW. O FLOOR FRAMING NOTES Q 0 ❑ Z LU 11 F- m M Imo- ZW0 W 0 _j W LLI o ui OY LU V) R Z W U) H 0 Z U ❑ W �-Z00 _ 0 U rY H STRUCTURAL ENG: CFG / BED J DRAFTING: ---- --- -- - Q H Z-STRUCT: BM W_. _ ---- - -- QC CHECK: CC JOB No. TM- 2150648 SCALE: AS INDICATED NOTES & CONNECTOR LEGEND F- __- DATE. 06/10/2015 1-011 S401 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. p p Y HEADER REDUCE SC TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/Z' FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) 16d NAILS H2x8 (2)2x8 #2 SYP w/3" FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) 16d NAILS H2x10 (2)2x10 #2 SYP w/�' FLITCH ATTACH KING STUD TO HEADER w/(10) PLATE 16d NAILS H2x12 (2)2x12 #2 SYP w/z" FLITCH ATTACH KING STUD TO HEADER w/(10) PLATE 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 16d NAILS H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER wl(12) 16d NAILS HEADER SUPPORT #.JACKS/KINGS REQ'D. (M OPENING NAIL SCHEDULE STANDARD NAIL GENERAL DIAMETER/ LENGTH 8d .131 "" x 2z"� 10d .148" x 3" 12d .148" x 34" 16d .162"" x 3z"". -NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. SEE PLAN FOR WALL WIDTH OPENING SIZE JACKS @ EA. END KINGS @ EA. END V-0" TO T-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 WOUT 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 SPEICFIED 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. NAIL SCHEDULE STANDARD NAIL GENERAL DIAMETER/ LENGTH 8d .131 "" x 2z"� 10d .148" x 3" 12d .148" x 34" 16d .162"" x 3z"". -NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. STANDARD 2ND FLOOR FRAMING N III U z NOTES: z< § a w R10 O G = ager g SO4 III SO z o 85 •.,« g SD5 R14 SD5 _ �/ Z Q< w 4i E # a 4 A I A 4 L Q ,usjF J09 _ 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR 0 z J LL Z LL. o WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. o�O J08 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR o R15 III U I— w W A N _ a z z TO FOLLOW THE DETAILS INDICATED BELOW' J J07 R16 _ U) OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS a w H2x8 J13 O °- SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR 1-00o 0 0 0 0 00 J12 R17 1` SHEATHING IS NOT CONTINUOUS) w z J07 > R21 Q O OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS 0 14 SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR W Z z A - —_LH U-1H SHEATHING IS NOT CONTINUOUS) 1 O 10 C1 Im M o� r ti � 7 ~ z W 0 U) 0 wJ 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. O � CO W LLJ U O W O 1 o O O z (� z D U) W �=z LU �vW J_ w D W �QO — � m Q LU Q Fa—�H a U a. ADD STRAPS TO S06 EA. SIDE OF WALL U) O ENG: CFG / BED Q DRAFTING; SD5 w ZSTRUCT: LU-- BM ----- ------ .-- ----- QC CHECK: - - CC -- --------------- o 3UI1._�>> F N� W JOB No. TM - 2150648 F MIN P L/ ROOF R � 0 N j SCALE: AS INDICATED / \ IA ti 0 -(" 0 C) CD 0 0 0 00 0 0 n r r t- r r r — r �- O o 0 LU _ w �/ of 1/4"=1 0�� S4.2 NOTE. SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND 5,6_ H2x10A H2x8 1 1 H2x8 J07 J07 ems'' .® Does.�% °% �!s a Ln = N �e J08 J08 _.. >. M ". a ..J .., cca za t z A fY U J09 J09 A 4 ��'Pn �! a♦ — SO4 _.___ Ros SO JO w SD5 SD5 � ,, R10 w J _..:.._..— O Q R11 Q, z K � R12 o 00 N_ CK LU * T z R13 Q C: O O R 13` V --- O'' - - R13 > q O VIII R13 WIL = III L R13 III _ � III � R13 R12 ..J W �g� O z w N „ O �Z�M to to COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. RI I N III U z z< § a R10 O G = ager g SO4 III SO z o 85 •.,« g SD5 R14 SD5 _ �/ Z Q< w 4i E # 4 A I A 4 L Q ,usjF J09 _ R15 z J LL Z LL. o 1-— 0O o�O J08 o R15 III U I— w W A N _ a z z w J07 R16 _ U) w H2x8 J13 O °- 1-00o 0 0 0 0 00 J12 R17 1` z J07 > R21 Q O U171 14 J14 z A - —_LH U-1H 10 C1 Im M o� r ti � 7 z W 0 U) 0 wJ J CO W LLJ O W O 1 o O O z W �=z LU �vW D W �QO — LU Q Fa—�H U a. U) STRUCTURAL ENG: CFG / BED Q DRAFTING; ZSTRUCT: LU-- BM ----- ------ .-- ----- QC CHECK: - - CC -- --------------- 3UI1._�>> F N� W JOB No. TM - 2150648 F MIN P L/ ROOF R � = - SCALE: AS INDICATED / \ --- DATE: 06/10/2015 1/4"=1 0�� S4.2 NOTE. SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND 5,6_ COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. OF BLOCK FOR HOOK BAR. LAP "U" NOT REQ'D TO PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE LENGTH APPROVED MAN• CAST -CRETE, QUALITY PRECAST CO., LOTTS CONCRETE, POWERS STEEL BEND 0 LENGTH LAP SPLICE r - Q "A" a . NO -SHEAR WALL T OPENING ` ' ° � � TYPI CONTRACTOR TO VERIFY THE GROUT IS LEVEL WITH TOP L SEGMENT AT CORNERS PROVIDE STANDARD #5 A PRECAST LINTEL W/ 3000 psi CONC. PER METAL LATH OR WIRE SCREEN OVER COURSES STANDARD LINTELSTYPICAL LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LINTEL MANUFACTURERS: CASTE -CRETE, QUALITY, AND LOTTS PROPER TRUSS/ W REBAR IS BE FILLED. 5 5/8 91/2 TRUSS ANCHOR PER PLAN 3 STANDARD LINTEL NOTES 121/2 O #5 OF BLOCK FOR HOOK BAR. LAP LINTEL PLAN. IF NOT REQ'D TO BAR SIZE BEND 0 LENGTH APPROVED MAN• CAST -CRETE, QUALITY PRECAST CO., LOTTS CONCRETE, POWERS STEEL BEND 0 LENGTH LAP SPLICE r - Q "A" a . NO -SHEAR WALL T OPENING ` ' ° � � TYPI AL SHEAR WA L SEGMENT #3 A 41/4 7 STANDARD LINTELSTYPICAL 21/4 41/4 PROPER TRUSS/ OTHER BARS INTO REBAR IS BE FILLED. 5 5/8 91/2 TRUSS ANCHOR PER PLAN 3 STANDARD LINTEL NOTES 121/2 O #5 31/8 7 113/4 25 33/4 7 151/2 30 #6 CLEAR OPENING 8" UNFILLED 8F8 -1B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24-1B/8F24-0B 8F32-1B/8F32-0B FLOOR SYSTEM CORNER AS REQ'D INDICATED IN (SHEET METAL & 36 #7 43/8 9 13/16 16 1/2 35 51/4 9 13/16121 3/4 42 U a ,' •, a V .: d; . ZU L) d _ q�2rr • #5 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. BEARING (MIN 3") LINTEL, #5 TO BE ;. PAPER FELT PROVIDE SCREEN WHEN BLOCK BELOW IS CFG / BED •• — d ` :..d - ' #6 = 3".1y' Q DRAFTING ,• a' „ PP. HOOKED INTO PROHIBITED ) 10" HOOK. NOT REQUIRED TO BE FILLED 1'-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. JOB No. TM - 2150648 -- °., R ° •, °•• d ' U) 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 �`Iit DATE: 06/10/2015 SIDE VERTICALS STANDARD 90 DEGREE HOOK 3. ALL STANDARD LINTELS TO HAVE MIN. 4 BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. " J Q 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000 / 8107 1_ 3 2 1217 2165/19 69 6113 / 2931 8672/4576 10000/ 6224BEARING °° , • . 11 d. a 'e° 'q: 8 EA END e.'• ..d— ° °. .. a .' . rid ° .° . ° .. .. ° d W " " " TYP. BOND BEAM 8 x 8 x 16 K.O. LINTEL Z w qr Orr J - 1006 1663/1349 5365/1999 7342/3123 10000/4249 i� •� °, �"' d` e "' ��' ° d • ; rrrrrrr� rill- ° LL w/ 3000 psi CONC. w/ (1) #5 DIA. BLOCK FI p 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN 0 '_ " 4 0 860 1651 / 1349 5365 / 1999 7342 / 3123 10000 / 4249 ° .'`" ° ° e ° ° 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 ° d a. ' " O ENGINEERING LETTER• IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. W Z 5'-2rr 570 1232/1232 3480/2580 8360/3586 8825/4592 4 :`7d. ..' 4.. ° , . Id' I ° ' I a w 0' g . °.° s d °d ;' ' . I p Z 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD - 6'-2" 488 991/991 2661/2143 5681/2698 6472/3685 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 A .e • a to a CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS O a n a d I I w ADEQUATE FOR THE LOADS. U 8'-0" 354 726 / 699 1843 / 1625 3486 / 2255 6205 / 2885 J uwi 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS z U 9'-2" 315 618/535 1533/1247 2781/1946 4754/2489 °' ° • SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY _O 0 � 101-011292 567 / 454 366/1277 2423 / 1770 4006 / 2263 4Z A P :°° 4< WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. _� W 10'-8" 277 492 / 352 1254 / 1132 2193 / 1567 3552 / 2003 �' a ROUGH OPENING PER PLAN d� �— ' q 11 -2 255 471 /352 1075/1075 1838/1567 2883/2003 7• LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL m 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 LU ° ' . ' d .. STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS aC �� IL ° n 121-811 0 369/261 1002/984 1697/1361 2630/1738 �- I: #5 DIA. REBAR 13'-4" 0 328/0 1234/0 1779/0 2662/0 c9 ° LU 2 } 14'-0" 0 292/0 1160/0 1660/0 2439/0 MATERIALS LL 16'-0" 0 284/0 950/0 1379/0 1997/0 Q - -- -__ 18'-0" 0 211/0 750/0 1177/0 1676/0 1. fc PRECAST LINTELS = 3500 PSL N Z_ 18'-8" 0 142 / 0 598 / 0 1114 / 0 1468 / 0 2. fc PRESTRESSED LINTELS 6000 psi. = W O a I 4' 20'-0" 0 180/0 598/0 1024/0 1441/0 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. I— n 20'-8" 0 145 / 0 550 / 0 981 / 0 1376 / 0 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE p 8" x 8" x 16" CMU U.N.O. 22'-8" 0 110/0 450 / 0 824 / 0 1147 / 0 STRENGTH = 1900 PSI. c� RECESSED LINTELS -FILLED 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE I �tt�l11111111// W d INDICATES FILLED CELL FROM FTG. TO TIE CLEAR OPENING $R6-1B/8R6-0B 8R14-1B/8R14-0B 8R22-1B/8R22-06 ® , �(§*-�.Av 's®� d 0 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. F► 4 BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE 2'-4" 1694 / 1694 3725 / 3280 5499 / 5421 •.•••••.• N r . .' ° . MD08/S5 FOR LAP INFO. 2'-$" 1425/1426 3343/3280 4933/4933 . ` ®®• / '�'� w o PROVIDE CLEAN OUT OPENING GROUT T-0" 1230/1230 2769/2769 4085/4085 LINTEL DESIGNATION SCHEDULE 4-�'* a s Z z _ _ _ ' • FILLED CELL AND REBAR TYP . MORTAR 3'-4" 1081/ 920 2769/1716 4085/2839 = WITH GROUT / -- � � U .4 ' �. :e� °' ( ) LINTEL F FILLED W G OU W JOINTS SHOULD NOT BE CUT 4'-4" 846/833 2121/1716 3127/2839 MARK U = UNFILLED R = RECESSED �" cc � J . I I j . E __ A e 5'-4" 664/572 1761/1761 2595/2595 REQUIREMENTS ® �.,"�► Q SEE FOUNDATION FOR FOOTING g'-4" 526/434 1539 /1539 1329/2267 — QUANTITY OF #5 REBAR @ �O �; �Q ® Q O 8RF6.1B/1T BOTTOM OF LINTEL CAVITY .• cj `� Q 7 4 480 / 322 1334/1334 1964/1552 • �Cj``,,` J O 8'-4" 415/ 235 1152/1152 1694/1552 0 8F8-1B/1T QUANTITY OF #5 REBAR AT TOP '' •, r �� � 4DO TYPICAL MASONRY CONSTRUCTION 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER 0 8RF14-1B/1T NOMINAL HEIGHT w SCALE. 3/4 - 1 -0 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. NOMINAL WIDTH ?` 8F16-1B/1T OM a 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. O° � TYPE DESIGNATION O 0 8RF14-0B/1T O 13'_411' " ❑'. V Illi. M Ilk0 8F16-0B/1T 1-1/2 CLEAR Q v 8F20-1B/1T _j (9 M 0 <w ' z #5 REBAR AT TOP MIN. (1),REQ'D O ° F ( 8F20-OB/1T Q ¢ M.U. CL -.w r O F C Q _t O O _t cc 91_2" `° 91-6" O 8RF22-16/1T C-00 2 °rLIN GROUT U z #5 REBAR AT BOTTOM OF LINTEL �- O 8F24-1B/1T O (D OF F rca �CAVITY Z �.. , � U O L - BOTTOM REINFORCING PROVIDED O O 8RF22 0B/1T 7- LINTEL (VARIES) 4a M �" NOMINAL WIDTH > 0 � Q SEE PLAN FOR TOP OF WALL AND LINTEL INFO 0 8F24-0B/1T z O ' ...', O 8RF30 16/1T P - 8F32-1B/1T B/1 T 11/2 CLEAR LINTEL PER PLAN •° :�: �:• ~ .y.. :'..!': 8RF30 OB/1T y U R J (.'� O Q -" .,. _ #5 REBAR AT TOP MIN. 1 REQ'D ,,•:' TRANSOM OPENING ,:.. ; .'. ; s 8F32 -OB/1T v -r O U) i. Q ¢ C.M.U. 0 Z � 0 Q V 0 8F38 -1 B/1T � g � — J n FRAME INFILL AROU ' : .. :• � p fn _j N S d SEE FOUNDATION LO z W W r WINDOW BY BUILDER >s' ', .. Ou BF12 -1B/1T O p 0 , PLAN FOR FILLED CELL -"v «, Z ►� SEE WF01/SD2 FOR 0 z o�SELI z u) S MORE INFO INFO. MIN. (1) IS REQ'D •, .' : 8F40 -0B/1T * —�� BOTTOM REINFORCING PROVIDED O Q • / ::•.. �, O 7-5/8" ACTUAL IN LINTEL VARIES � (a — I c ,: ; ;•'; ... ON EITHER SIDE U.N.O. (VARIES) .: ...:•, w 8" NOMINAL WIDTH (Qj a� Z � F � O :.�• UNFILLED Uj SAFE LOAD TABLE NOTES W O (2) 2X8 WOOD HEADER U IX6 X TURNEDSIDEWAYS. w Q �0 a ;;: •':• FIRST PLY 2X8 TO 1 ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED :.:.•. DOOR OPENING ' :..:: , MASONRY WALL W/ F' r, Z J Z Z y� J O - LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL U RECESSED LINTELS BASED ON 4 NOMINAL BEARING. Q J O y• : ' SIMPSON HUS26 HANGER `" 0 I— "' ' 3 @ EA. END. W/ (6) 3/16"Q3x O 2. 0 = NOT RATED. 0 1-3/4" TAPCONS INTO rL 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. U MASONRY & (4) 10d X 1 "�• F co 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR Q W 1/2" NAILS INTO HEADER. O 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING z W 2ND PLY TO 1ST PLY W/ ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. w 65 10d STAGGERED @ 6" O.C. Q 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. U) 4�DO LINTEL W/ TRANSOM DETAIL 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY 0- 7'-0" CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF — SCALE: 3/4" = V-0" SUPPORT. O z 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT, 0 on R O Q ° GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE "A" a . NO -SHEAR WALL T OPENING ` ' ° � � TYPI AL SHEAR WA L SEGMENT #3 A 41/4 7 q' 21/4 41/4 91/4 e #4 4 5 5/8 91/2 ' °. 3 55/8 121/2 ° F #5 31/8 7 113/4 25 33/4 7 14'-0" 0 292/0 1160/0 1660/0 2439/0 MATERIALS LL 16'-0" 0 284/0 950/0 1379/0 1997/0 Q - -- -__ 18'-0" 0 211/0 750/0 1177/0 1676/0 1. fc PRECAST LINTELS = 3500 PSL N Z_ 18'-8" 0 142 / 0 598 / 0 1114 / 0 1468 / 0 2. fc PRESTRESSED LINTELS 6000 psi. = W O a I 4' 20'-0" 0 180/0 598/0 1024/0 1441/0 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. I— n 20'-8" 0 145 / 0 550 / 0 981 / 0 1376 / 0 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE p 8" x 8" x 16" CMU U.N.O. 22'-8" 0 110/0 450 / 0 824 / 0 1147 / 0 STRENGTH = 1900 PSI. c� RECESSED LINTELS -FILLED 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE I �tt�l11111111// W d INDICATES FILLED CELL FROM FTG. TO TIE CLEAR OPENING $R6-1B/8R6-0B 8R14-1B/8R14-0B 8R22-1B/8R22-06 ® , �(§*-�.Av 's®� d 0 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. F► 4 BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE 2'-4" 1694 / 1694 3725 / 3280 5499 / 5421 •.•••••.• N r . .' ° . MD08/S5 FOR LAP INFO. 2'-$" 1425/1426 3343/3280 4933/4933 . ` ®®• / '�'� w o PROVIDE CLEAN OUT OPENING GROUT T-0" 1230/1230 2769/2769 4085/4085 LINTEL DESIGNATION SCHEDULE 4-�'* a s Z z _ _ _ ' • FILLED CELL AND REBAR TYP . MORTAR 3'-4" 1081/ 920 2769/1716 4085/2839 = WITH GROUT / -- � � U .4 ' �. :e� °' ( ) LINTEL F FILLED W G OU W JOINTS SHOULD NOT BE CUT 4'-4" 846/833 2121/1716 3127/2839 MARK U = UNFILLED R = RECESSED �" cc � J . I I j . E __ A e 5'-4" 664/572 1761/1761 2595/2595 REQUIREMENTS ® �.,"�► Q SEE FOUNDATION FOR FOOTING g'-4" 526/434 1539 /1539 1329/2267 — QUANTITY OF #5 REBAR @ �O �; �Q ® Q O 8RF6.1B/1T BOTTOM OF LINTEL CAVITY .• cj `� Q 7 4 480 / 322 1334/1334 1964/1552 • �Cj``,,` J O 8'-4" 415/ 235 1152/1152 1694/1552 0 8F8-1B/1T QUANTITY OF #5 REBAR AT TOP '' •, r �� � 4DO TYPICAL MASONRY CONSTRUCTION 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER 0 8RF14-1B/1T NOMINAL HEIGHT w SCALE. 3/4 - 1 -0 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. NOMINAL WIDTH ?` 8F16-1B/1T OM a 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. O° � TYPE DESIGNATION O 0 8RF14-0B/1T O 13'_411' " ❑'. V Illi. M Ilk0 8F16-0B/1T 1-1/2 CLEAR Q v 8F20-1B/1T _j (9 M 0 <w ' z #5 REBAR AT TOP MIN. (1),REQ'D O ° F ( 8F20-OB/1T Q ¢ M.U. CL -.w r O F C Q _t O O _t cc 91_2" `° 91-6" O 8RF22-16/1T C-00 2 °rLIN GROUT U z #5 REBAR AT BOTTOM OF LINTEL �- O 8F24-1B/1T O (D OF F rca �CAVITY Z �.. , � U O L - BOTTOM REINFORCING PROVIDED O O 8RF22 0B/1T 7- LINTEL (VARIES) 4a M �" NOMINAL WIDTH > 0 � Q SEE PLAN FOR TOP OF WALL AND LINTEL INFO 0 8F24-0B/1T z O ' ...', O 8RF30 16/1T P - 8F32-1B/1T B/1 T 11/2 CLEAR LINTEL PER PLAN •° :�: �:• ~ .y.. :'..!': 8RF30 OB/1T y U R J (.'� O Q -" .,. _ #5 REBAR AT TOP MIN. 1 REQ'D ,,•:' TRANSOM OPENING ,:.. ; .'. ; s 8F32 -OB/1T v -r O U) i. Q ¢ C.M.U. 0 Z � 0 Q V 0 8F38 -1 B/1T � g � — J n FRAME INFILL AROU ' : .. :• � p fn _j N S d SEE FOUNDATION LO z W W r WINDOW BY BUILDER >s' ', .. Ou BF12 -1B/1T O p 0 , PLAN FOR FILLED CELL -"v «, Z ►� SEE WF01/SD2 FOR 0 z o�SELI z u) S MORE INFO INFO. MIN. (1) IS REQ'D •, .' : 8F40 -0B/1T * —�� BOTTOM REINFORCING PROVIDED O Q • / ::•.. �, O 7-5/8" ACTUAL IN LINTEL VARIES � (a — I c ,: ; ;•'; ... ON EITHER SIDE U.N.O. (VARIES) .: ...:•, w 8" NOMINAL WIDTH (Qj a� Z � F � O :.�• UNFILLED Uj SAFE LOAD TABLE NOTES W O (2) 2X8 WOOD HEADER U IX6 X TURNEDSIDEWAYS. w Q �0 a ;;: •':• FIRST PLY 2X8 TO 1 ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED :.:.•. DOOR OPENING ' :..:: , MASONRY WALL W/ F' r, Z J Z Z y� J O - LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL U RECESSED LINTELS BASED ON 4 NOMINAL BEARING. Q J O y• : ' SIMPSON HUS26 HANGER `" 0 I— "' ' 3 @ EA. END. W/ (6) 3/16"Q3x O 2. 0 = NOT RATED. 0 1-3/4" TAPCONS INTO rL 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. U MASONRY & (4) 10d X 1 "�• F co 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR Q W 1/2" NAILS INTO HEADER. O 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING z W 2ND PLY TO 1ST PLY W/ ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. w 65 10d STAGGERED @ 6" O.C. Q 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. U) 4�DO LINTEL W/ TRANSOM DETAIL 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY 0- 7'-0" CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF — SCALE: 3/4" = V-0" SUPPORT. O z 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT, 0 on R O Q 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" a . NO -SHEAR WALL T OPENING ` ' ° � � TYPI AL SHEAR WA L SEGMENT #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 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" "Bit licit "Dir "Alt ttB" licit "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 81/16 14 30 41/2 81/16 181/2 36 #7 43/8 9 13/16 16 1/2 35 51/4 9 13/16121 3/4 42 V. ALL SAFE LOADS IN UNITS OF POUNDS PE LINEAR F OT. O J Q 0 z 0 P W 11 _ h- m M 161-0" z H �-- z�0 U) 0 _3 co W W 0 oC W 0 1 0 0 1- 0 LINTEL PLAN W ��� D08 REBAR SPLICE DETAIL SCALE: 3/4" = V-0" . 215 6 S5 is strictly prohibited. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MO,NTA CONSULTING. &.DESIGN, OF WMR & ASSOCIATES,LLC y p z W m ��_ �� 1 /8 —1 -0 w V I— Q • - �./ �� .. .. .. W � Q U f� CL #3 C) �. °. :. =2Yz _ . _ _ 2)/21- ` y„ U a ,' •, a V .: d; . ZU L) d _ q�2rr • #5 STRUCTURAL ENG: CFG / BED •• — d ` :..d - ' #6 = 3".1y' Q DRAFTING ,• a' „ PP. QC CHECK: cc JOB No. TM - 2150648 -- °., R ° •, °•• d ' U) SCALE: A INDICATED S LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 1$0° HOOK �`Iit DATE: 06/10/2015 D08 REBAR SPLICE DETAIL SCALE: 3/4" = V-0" . 215 6 S5 is strictly prohibited. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MO,NTA CONSULTING. &.DESIGN, OF WMR & ASSOCIATES,LLC y p (1) #5 FROM FTG. TO (1) #5 FROM FTG. TO IF BRIG. WALL ABOVE- HOLD BRG WALL BACK 2x BRG WALL PER 2x BRG WALL PER W TIE BEAM SPLICE TO TIE BEAM SPLICE TO e ' 1 1/2" J -BOLT W/ MIN. 6 SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING ~ BE MIN. 25" GROUT I'1 BE MIN. 25" GROUT �' PAST DEEPEST STEP FLUSH w/ FOUNDATION WALL SCHEDULE WALL SCHEDULE CELL SOLID CELL SOLID �I' REQ'D MIN 4 BELOW MASONRY WALL I MASONRY WALL w CONC. SLAB PER (1) #5 CONT: w/ 1-1/2" SEE PLAN I• SEE PLAN °I I ¢ FOUNDATION PLAN COVER TYP. Ot 1-1/2" COVER TYP. CONC. SLAB PER 2 1/4" 1. Uj W > FOUNDATION PLAN CONC. SLAB PER _jCONCRETE SLAB PER CONCRETE SLAB PER I I z CONCRETE SLAB PER w FOUNDATION PLANT Q FOUNDATION PLAN I" FOUNDATION PLAN - a g FOUNDATION PLAN W z z 2x PT SILL PLATE 2x P.T. SILL PLATE Z I wCL CL as W I. VARIES : e w - °. SEE PLAN a I' w m v1 d° ° • ° dd' d: "� •,d ,e ' _ ' .d ° .I'P' 00 �d,.. � ° .I. oo Om .,. .. --:-"— �.. :' � 4. 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(3) #5 FILL @ 95% STANDARD BE 20" WIDE BE 20" WIDE `- N -_- -- - - SHALL BE 1'-4" WIDE w/(3) #5 BARS SHALL BE 1'-4" WIDE w/(3) #5 BARS BARS REQ'D & FTG TO DENSITY w BE 20 WIDE Lu I= - u_ O AFO TYPICAL EXTERIOR FOOTING FO TYPICAL GARAGE CURB FOOTING F03 NON-BEARING SLAB STEP DOWN F0 DOUBLE STEP FOOTING AFO BEARING SLAB STEP DOWN FO FOOTING AT INTERIOR BEARING/�'Uj r,►rlaws'ie� 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0.. 3/4"=V_0" 3/4"=1'-0" 3/4"=1'4" OPT. MASONRY CURB + • V. Kms: Z Z @ ELEV. 0'-0" w/ (1) #5 VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D � : ""_ '""', a CONT. BAR w ir. =:IC U STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS v �' ,` J SLOPED GROUT TO w y,, a'- • 4 + Wq 2 / rl DRAIN � 'ice e% � ic. ��''� ® d MASONRY WALL ®� w, •• ®w Q - OPTIONAL CURB BY I . ® J BUILDER MIN. 24" BEFORE M SEE PLAN ®�� P ` O CONC. SLAB PER II �I ANOTHER STEP ° I CONC. SLAB PER 1I0 11!11 z 8x12 THICKENED 1 #5 FROM FTG. TO - CONC. SLAB PER FOUNDATION PLAN SLAB w/ 1 #5 CONT. i SLOPE ( ) 8„ g O I � FOUNDATION PLAN � ' TIE BEAM MIN. 25" � FOUNDATION PLAN w/ 3" COVER TYP. I #5 CONT. PER MFG SPLICE GROUT CELL cn W p ° I Ie REINFORCEMENT SEE � 1d d� FOUNDATION PLAN CL .+ « ... GRADE w °� ° °e " . °, SOLID PER PLANS F— _ o .r w d ,1: e. FOR QUANTITY I'. O '� 0 1 _ jQ ° .. 1. II LU THRESHOLD PER MFG Zt�o �� • e 11 n• .y����°��� a dr - (- - - - - d• . - - ° a J 5 x 25 x 25 CORNER d °/k. - - . ._ ed ° A. vJ — _ .d ° a q',. d o _ - - I F -I I I -I I -I _- - I _ d° e . a BAR, ONE FORE o _ - Q -I I I d ° e e I I w — —I h d — — —I N r I. d. ° HORIZONTAL U - a... ch ° ° — —� CONC. SLAB PER — — —I —I — ;, d 1d REBAR, TYP. U.N.O. _I I I I I , _ - - I— -III---I I I_I _I � -= d ° �° • • ^ • - - d • �... , . ° FOUNDATION PLAN _ C? ,I d I _- -I r.r >:dI III III III I a w I ° d -I = = = D= E c .- - I w •d.• 4 : �+.. .. a ° I1. M I I I I I - - n- - r 1 Ii—I I I—I I w Imo. IgIAi TIMI . .._.. — a ad. I L._.�.. — .�......_. Q - Q CiZZillill 'o. ° e e .• •- •- . — —. (2) #5 BARS CONT, —I I I--111-4-111-11, '. . SLOPE W/ 3" COVER TYP.; @ °.:. > �_ - _� I I (2) #5 CONT. w/ 3" ° , . R e II II II O �; _ _ = 16" MIN. = COVER TYP. 2 STORY CONDITION O ., U (2) #5 CONT. w/ 3 I- I I , 1 -4 2 #5 BARS CONT. = _I 11= - PER MFG SLOPE EXT. SURFACE (3) #5 BARS w/ 20 l,i U W ,I M COVER TYP. —I I (-1 I I-111-1 11-1 2 #5 BENT BARS w/ " WIDE FOOTING Z W/ 3 COVER TYP. O OR GRADE 1/4 PER ,� i�' ` CLEAN COMPACTED MIN. 25 LAP SPLICE CLEAN COMPACTED - FILL @ 95% STANDARD BUILDING NGAY FROM 00 FILL @ 95% STANDARD O D O �� WHERE 2ND STORY OCCURS, FTG DENSITY SHALL BE 1'-4" WIDE w/(3) #5 BARS DENSITY ELASTOMERIC JOINT FILLER a a m L FO FOOTING @ SHOWER AT MASONRY FO THICKENED EDGE FO TYPICAL STEP FOOTING DETAIL AF110�TYPICAL CORNER BAR DETAIL (TOP VIEW) AF11�EXTERIOR DOOR POURED SILL AF1 FOOTING AT INTERIOR BEARING WITH CMU 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-O.. 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" U U) FILLED CELL PER PLAN Z ® WOOD POST PER PLAN FOR SIZE AND BASE U)LL U) ��8+ — — — — — — a►a 4 CONNECTION Z t , ' d TOP COURSE TO BE O Q (D 11 V GARAGE CHAIR BLOCKS. U Z z — — _j`r ENTIRE BASE TO BE FILLED SOLID � J TOP VIEW @ CORNER SEE ELEVATION LUQ o H CONC. SLAB PER CMU BASE w/ (1) #5 ZO FOUNDATION PLAN'S C4 GARAGE WALL VERTICAL @EACH � U I= BEYOND CORNER. SEE FLR. w Q �- PLAN FOR BASE SIZE ° Z LU Q z J z big ° o o f-- Z O DRIVEWAY BY SEE FOUNDATION FOR LL. f- BUILDER- CONCRETE > O 4 ... c) c,, OR PAVERS PAD SIZE I. '$ a ! : w A.�W p CONC. SLAB OR > w Z W e . . ° d;a PAVERS PER PLAN ,:. L., °d I 0 � - _ LL °° L d Itl. wcn - I -1 I---- CLEAN COMPACTED - -- � ° _ - FILL @ 95% STANDARD I; .a. DENSITY - OVER 8,� x 8" THICKENED ..� d . • , (a g�� 3 C TYP. - EDGE w/ (1) #5 CONT. CLEAN COMPACTED = z FILL @ 95% STANDARD DENSITY O J O AF1 THICKENED EDGE @ GARAGE DOOR AF1'� FOOTING @ ENTRY MASONRY COLUMN NOT USED z 3/4"=1'-0" 3/4"=1'-0" W 11 _ - 00 I- m M TOP (2) #5 x 4'-0" CENTERED AT PIPE PVC OR SCH40 SLEEVE Z ; F- PENETRATION zLU0 i v+ Q'^ J J a 4 a c W ' v o'. 4 ° LLU — 8" CMU - TOP 2 #5 x 4'-0" PVC OR SCH40 SLEEVE FINISH PER ELEV. O I - _ 4 _ = I O �i 1 CENTERED AT PIPE ---I I I I 0 W CONC. SLAB PER I I O O �,. 0 PENETRATION I IDI I I=� W FOUNDATION PLAN 8 C.M.U. FINISH PER FINISH FLOOR ELEV. -1- I = . a =-I I Z W FINISH FLOOR °° Z -1 - 'd :. d. ° III= 11- F3 Z Z PENETRATING - PIPE _ o U � Z � . ,' GRADE PENETRATING PIPE , I I= I ( 1 iEE FDINDI 11= - W �' Q d a o : a I PLAN FOR I -I I Q F- 4 H ::,, . , LOOP TIE (TYP.) o •Q - - I I SIZE &REINF. = I=II _1 PIPE PERPENDICULAR TO FND - =1 --...— — .,_..- �' � M , �9•r + f�'d .' : � � _._._ � ..—. — I =1 1- I — TOP 2 #5 x 4'-0" I - PVC SLEEVE MIN. I -I = I = _ FOOTING PER PLAN z �. CENTERED AT PIPE STRUCTURAL ENG: CFG /BED I—III=1 I I=1 I I_-1 -- �— I—I PVC OR SCH40 SLEEVE DRAFTING: DIAMETER TO BE 2 ) I = I I =__� I PENETRATION Q PIPE SIZES LARGER CLEAN COMPACTED FOOTING PER PLAN - - - I I—I = - I z FILL @ 95 /o STANDARD III -I = SEE FDN PLAN -D THAN THE DENSITY III—_= FOR SIZE _� I .d a a w ----sTRucT--..__._BM PENETRATING PIPE (SIDE VIEW) ° ° c ' d QC CHECK- CC —1 1 - & REINF. =1 ' .r d PVC SLEEVE - .. (FRONT VIEW) I = .� �o �:..' I_ 1 W cr_ JOB No. TM - 2150648 I— I I I- I It311�<�1 = SCALE: AS INDICATED PIPE VERTICAL THRU FDN C, ~ DATE: 06/10/2015 I =1I IEEE AF1 TYPICAL FOUNDATION PENETRATIONS -' I=I I ID I I=1 I I_— NOT USED,I,; r� . 3/4"=1'-0° PIPE PARALLEL TO FND 5 6 SD1 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR & ASSOCIATES, LLC. An use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. p p Y Y p (n wwN 1.1. I OF OPENING — (2) 2x TOP PLATE PRE -CAST LINTEL PER W TYPICAL TIE BEAM w/ PLAN I 4.: '.'r1. TYPICAL FILLED CELL (1) #5 IN E BEAM .rr ♦I I . w/ 3000 psi CONC. w/(1) (1) #5 BAR IN PRECAST 1 d #5 REBAR VERT. •�" LINTEL I. ° VERIFY w/ PLAN FOR .. GARAGE WALL ` REQ'D LOCATIONS Ii•: r:'.L.: 4... (2) #5's VERTICAL IN BEYOND GROUT FILLED CELL ° 2x6 P.T. BUCK EACH SIDE OF OPENING CMU WALL PER PLAN ENTIRE COLUMN TO a m ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 3/16" x 3" 12" O.C. 1 11 11 II 2x8 3/16" x 3" 12" O.C. 2 D PROVIDE STANDARD 3/4"=1'-0" 1 /2"=1 '-011 2x6x12 P.T. CENTER SEE PLAN FOR WALL 3000 psi CONC. w/(1) #5 (2) 2x PT BUCKS w/ 1/2" " �:°: �[ 1/ < a C) 1 '.. • .'a .. d• •.A. • ♦ • .,• Q > HOOK I BUCK 3/8 DIA. ANCHOR CENTERED FRAMINGINFO BLOCKING PER BRG WALL SCHEDULE _: , < a , REBAR CONT. - ST D HOOK 2x P.T. STUD O.S.B. BETWEEN IF DBL. NAILER IS USED, USE 1/4" x 4-1/2" TAPCONS; SEE NOTES FOR SPACING `® :.,__... •• .. a ,. ' a •. ya ..°• ': :. `� • ° •: °. • r_ r -'•� . d=. -. 4.: '.'r1. TYPICAL FILLED CELL (1) #5 IN E BEAM .rr ♦I I . w/ 3000 psi CONC. w/(1) (1) #5 BAR IN PRECAST 1 d #5 REBAR VERT. •�" LINTEL I. ° VERIFY w/ PLAN FOR .. GARAGE WALL ` REQ'D LOCATIONS Ii•: r:'.L.: 4... (2) #5's VERTICAL IN BEYOND GROUT FILLED CELL ° 2x6 P.T. BUCK EACH SIDE OF OPENING CMU WALL PER PLAN ENTIRE COLUMN TO a m ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 3/16" x 3" 12" O.C. 1 11 11 II 2x8 3/16" x 3" 12" O.C. 2 FASTEN PT 2x NAILER ~ TO MASONRY NOTES: W 1. WINDOW AND DOOR ASSEMBLIES TO CONFORM TO 2010 FBC- R 2. 2x PT BUCKS/NAIILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, w Z FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM 0 ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK w 3. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, O 0 - STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN U � THIS CASE. Z U W la : 4. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x p BE GROUT FILLED w _ m v (5) 3/8 DIA. J -BOLT W/ THREADED ROD PER I (4) EQ. SPACED 1/2" BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" J W O.C. @EACH SUCCESSIVE BUCK C U.N.O. cr w 5-1/2" EMBED. AT EA. PLANS. MIN. 6" FROM I TITEN HD ANCHORS w/ m VERTICAL IN N < L MIN. 1 3/4" EMBED. FOR (1) 2x OR (2) 2x BUCK 5. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME GROUT FILLED CELL (IF U) m DOOR BRACKET, EA. END OF BRG WALL/, I TBD BY BUILDER 8 ". .•.. •' (n , ¢ SIDE OF DOOR. MASONRY WALL I HOLLOW BLOCK OR 3 OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS REQ'D PER PLAN) ti oo 0 PROVIDE 1-1/2" x 3/16" 1 1/2" EMBED. FOR SOLID (FASTENING) ARE MET 0 4 O w THICK WASHER W/ EA. BLK. MAX. 6" FROM 6. ADDITIONAL WOOD BUCK MATERIAL MAY FASTENED TO 2x BUCK w/ 2 m � BASE PLATE 41I O w NOTE: SEE MD08 ON CO ANCHOR. (1st BOLT TO 1 " TOP &BOTTOM ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN: MANU.'S o LINTEL PLAN FOR a BE 8" MAX. ABV. CURB,- CONNECTION PER BRG 1 SPECS o WALL SCHEDULE N f' ADDIT'L REBAR INFO REST EQ. SPACED w W 1.' -24 O.C.) PT BASE PLATE _ I— 0! i O I VERTICAL REINFORCEMENT DETAIL DO GARAGE BUCK DETAIL DO BEARING/ SHEARWALL CONNECTION TO CMU DO 2x BUCK DETAIL D 3/4"=1'-0" 1 /2"=1 '-011 - 3/4"=1'-0" FASTEN PT 2x NAILER ~ TO MASONRY NOTES: W 1. WINDOW AND DOOR ASSEMBLIES TO CONFORM TO 2010 FBC- R 2. 2x PT BUCKS/NAIILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, w Z FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM 0 ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK w 3. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, O 0 - STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN U � THIS CASE. Z U W la : 4. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x p BE GROUT FILLED w _ m v (5) 3/8 DIA. J -BOLT W/ THREADED ROD PER I (4) EQ. SPACED 1/2" BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" J W O.C. @EACH SUCCESSIVE BUCK C U.N.O. cr w 5-1/2" EMBED. AT EA. PLANS. MIN. 6" FROM I TITEN HD ANCHORS w/ m VERTICAL IN N < L MIN. 1 3/4" EMBED. FOR (1) 2x OR (2) 2x BUCK 5. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME GROUT FILLED CELL (IF U) m DOOR BRACKET, EA. END OF BRG WALL/, I TBD BY BUILDER 8 ". .•.. •' (n , ¢ SIDE OF DOOR. MASONRY WALL I HOLLOW BLOCK OR 3 OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS REQ'D PER PLAN) ti oo 0 PROVIDE 1-1/2" x 3/16" 1 1/2" EMBED. FOR SOLID (FASTENING) ARE MET 0 4 O w THICK WASHER W/ EA. BLK. MAX. 6" FROM 6. ADDITIONAL WOOD BUCK MATERIAL MAY FASTENED TO 2x BUCK w/ 2 m � BASE PLATE 41I O w NOTE: SEE MD08 ON CO ANCHOR. (1st BOLT TO 1 " TOP &BOTTOM ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN: MANU.'S o LINTEL PLAN FOR a BE 8" MAX. ABV. CURB,- CONNECTION PER BRG 1 SPECS o WALL SCHEDULE N f' ADDIT'L REBAR INFO REST EQ. SPACED w W 1.' -24 O.C.) PT BASE PLATE _ I— 0! i O I VERTICAL REINFORCEMENT DETAIL DO GARAGE BUCK DETAIL DO BEARING/ SHEARWALL CONNECTION TO CMU DO 2x BUCK DETAIL 3/4"=1'-0" 3/4"=1'-0" 3/4"=V-0" 3/4"=1'-0" U NAIL SCAB TO TOP F A/C IS SUSPENDED ?RE -ENGINEERED 12 I � V J d 1 SEE ELEV. CHORD WITH (4) 0FROM TOP CHORD (2) ROOF SHEATHING ❑ Z TRUSSES PER PLAN @ (TYP) ATTACH PER NAILING - � _U' 24" 0. C. MAX. NAILS 2x4 #2 SYP BLOCKING Q DOUBLE 2x TOP PLATE cn ADD 2x4 VERTICAL REQ'D @TOP CHORD. SCHEDULE w � fq � 8 t TYP. TRUSS TO FRAME IF REQ'D, PROVIDE SCAB IN EACH TRUSS ATTACHMENTS 12 O W CONNECTION PER STDSUPPLIED BY A/C SEE Z n CLOSURE WALL w/ IF NO WEB IS PRESENT CONNECTION NOTES COMPANY PLAN " " SINGLE TOP AND BASE STANDARD TRUSS W PLATE w/ (2) 16d NAILS (3) 10d NAILS TYPICAL -- f- Z� EXT. SHEATHING �\ AT EACH TRUSS \/ TOP CHORD VARIES U 0 y 24 TRUSS. STUDS @TRUSS WEBS NOT � J ATTACHED PER I I 24" O.C. &EXT. �..----"` J NAILING SCHEDULE I SHOWN FOR CLARITY w FROM TOP OF SHEATHING INSTALLED 2x4 X BRACE ACROSS 2 (0O v PER NAILING PATTERN LENGTH OF PRE-ENG.TRUSS PER H Z KNEEWALL TO BOTTOM I PLAN 24" O.C. MAX OR SP2 CLIPS AT TOP SHEARWALL r- - - - - - - - - - -1 2x4 #2 SYP CROSS � L.L � AND SP1 CLIPS AT 2x4 #2 SYP RAT RUN I I BRACING (AT 45°) W/ ROOFING MATERIAL ? W us NAIL SCAB TO TOP D. TOP AND BOTTOM MIN (3) 12d NAILS TO RAT PER ARCHS w BASE ARE REQ CHORD WITH (3) 10d I I RUNS. TYP EACH SIDE Z W Z Z CRICKET AS REQUIRED NAILS (2) BAYS PAST A/C A/C UNIT AND PAN I ��-- SEE FRAMING PLAN Q _j 2x BLOCKING LOCATION. MIN (3) BAY MIN. 24" I BY SUPPLIER MIN. 24" FOR CONNECTION ❑ W 2x4 BLOCKING CONDENSATE I.L. 2 MIN 2x4 STUDS @ 16" LAP W/ (2).16d NAILS MAX 48" MAX 48" INFO O I- OC MAIN SPAN ROOF TO EACH TRUSS. TYP I I V TO TRUSSES DISPOSAL BY A/C TOENAILED TO SUPPLIER U 2x P.T. PLATE TOP OF MASONRY Q LU TRUSS EACH SIDE I I W' » `DOUBLE TOP PLATE w/ I I CONNECTION TO BE Z W 1/2" x 8" A.B. OR TITEN 10d NAILS 411 O.C. ; i - - - - - - - - SUPPLIED BY A/C _ HD @ 32" O.C. & 611 STANDARD TRUSS _ - - - - - - - - - COMPANY w SEE ARCH PLANS FOR ❑ FROM EA. END, CENTER TRUSS PER PLANOVERHANG INFO BOTTOM CHORD p ON BASE PLATE "----- UPLIFT CONNECTOR 0- DOUBLE TOP PLATE SYP *T g (SEE SCHEDULE) FRAMED WALL PER TOP KNOCK OUT BLOCKING UNDER A/C SUPPORTS B2LOCKING W/ SIMPSON RE. ELEV. 0 COURSE W/ (1) #5 MASONRY WALL PER PLAN A34 OR LUS24-2 EACH FOR O.H. Z CONT. PLAN END TYP. 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END OF TRUSS OR GALVANIZED FLASHING ) � @ �C + 16d COMMONS END — Q a RAFTER + NAILED TO VERTICAL=i H 2x4 BLOCKING W/ (2) + 1 - , MASONRY WALL PER Z STRUCT: BM 16d COMMONS END 2x4 s _ w ...__ -ST ._. -__- ------- E COMMON TRUSS PER PLAN OR CONV. FRAMING w/ ,� E 6 I- PLAN ❑ J STRUCTURAL SHEATHING PER PLAN AND ROOF NAILED TO VERTICAL uu D - - -- ---- ------ !• STRUC URA S EA NG O / - QC CHECK: CC ��'r °�',, SEE FOUNDATION � N� w --- 2x4 s + + JOB No. TM- 2150648 . FINISH PER ARCHSFW I, + + � G DETAILS FOR FTG ask. , G 5;..�1�,#I 1,"R'D > (/� SCALE: AS INDICATED CURVED ROOF TRUSSES PER PLAN OR CURVED K RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING TRUSS PER PLAN 1 -<' DATE: 06/10/2015 NAILED @ 611 O.C. STAGGERED �1 DORMER FRAMING DETAIL NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D MO CHIMNEY FRAMING DETAIL n,SO I TYPICAL ONE STORY CMU WALL SECTION 1/4"_V-0" NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASEI 3/4"=1'-0" TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. I COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. p p Y 1/2"=V-011 3/4"=1'-0" 1 /2"=1 '-011 - 3/4"=1'-0" 1/2 =1-0 �[ 1/ n- C) 1 `® •soon •�V O' o V, s. - N o NOTE. CUT BACK 2x8 LINTEL (SEE PLAN) SHEATHING PER PLAN SHEATHING PER PLAN STR®°•;?I �� PRECAST LINTEL PER P.T. TOP TO ALLOW ;a SEE TYPICAL HEADER FRAMING DETAILS FOR TYP. TRUSS TO FRAME SHEATHING ® Z � Z PLAN CONT. 2x4 BLOCKING :• 7/16 O.S.B. EA. SIDE TYP. TRUSS TO FRAME CONNECTION PER TYP. TRUSS TO FRA .. N` QX ttl' """o U � AROUND CURVE. MIN. ADDITONAL INFORMATION CONNECTION PER STD. CONNECTOR CONNECTION PER .-j - jr* Q 2 TAPCON ANCHORS .` STD. CONNECTOR NOTES STD. 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TO WALL WITH STUDS @ 1, I WALL WITH STUDS @ 11 2x PT BOTTOM " WALL w/ STUDS @ 16; C NI 4u, y SM SIDE &TOP NAILER 2x4 SPF CONT. 16 O.C. W/ 2 2x #2 SYP SEE PLAN O 16 O.C. W/ I PLATE O.C. w/ STRUCTURAL I w BLOCKING ATTACH TO STRUCTURAL FOR BEAM SIZE STRUCTURAL SHEATHING FROM - z° c .,. 0 7/16" O.S.B. EA. SIDE 7/16" OSB W/ (2) 8d SHEATHING ON BOTH SIDES FROM TOP OF I SHEATHING ON BOTH SIDES FROM TOP OF I I PRECAST LINTEL OR I TOP OF WALL TO Q _ 0 NAILS WALL TO BOTTOM OF I BUILDER FRAME WALL TO BOTTOM OF ( KNOCK OUT COURSE BOTTOM OF WALL. ATTACHED PER U w�' v , 2x BUCK PER MD04 2x BLKG. TO O.S.B. W/ 7/16" OSB EACH SIDE, BEAM. ATTACHED PER RADIUS AS REQ'D BEAM. ATTACHED PER I �. NAILING SCHEDULE O THIS SHEET ARCH PER ELEV - (2) $d EACH END W/ 6d NAILS @ 16" O.C. NAILING SCHEDULE I NAILING SCHEDULE I • '° OTHERWISE SP2 CLIPS Z rt.� C> U TO SIDE & TOP NAILER OTHERWISE SP2 CLIPS I MASONRY WALL • ..' . AT TOP AND SP1 CLIPS' 0 • � ���� 2x BUCKS, AT TOP AND SP1 CLIPSFRAME BUILDER a:. AT BASE ARE REQ'D O AT BASE ARE RADIUS AS REQ'D END VIEW w/ WOOD REQUIRED 0 W - w FRAMING ARCH WINDOW FF DETAILS FO KNEEWALL AT DOWNSET BEAM fiF0 KNEEWALL AT UPSET BEAM FO KNEErJVALL OVER MASONRY WALLFO 3/4"=1'-0" 3/4"=1'-0" 3/4"=V-0" 3/4"=1'-0" U NAIL SCAB TO TOP F A/C IS SUSPENDED ?RE -ENGINEERED 12 I � V J d 1 SEE ELEV. CHORD WITH (4) 0FROM TOP CHORD (2) ROOF SHEATHING ❑ Z TRUSSES PER PLAN @ (TYP) ATTACH PER NAILING - � _U' 24" 0. C. MAX. NAILS 2x4 #2 SYP BLOCKING Q DOUBLE 2x TOP PLATE cn ADD 2x4 VERTICAL REQ'D @TOP CHORD. SCHEDULE w � fq � 8 t TYP. TRUSS TO FRAME IF REQ'D, PROVIDE SCAB IN EACH TRUSS ATTACHMENTS 12 O W CONNECTION PER STDSUPPLIED BY A/C SEE Z n CLOSURE WALL w/ IF NO WEB IS PRESENT CONNECTION NOTES COMPANY PLAN " " SINGLE TOP AND BASE STANDARD TRUSS W PLATE w/ (2) 16d NAILS (3) 10d NAILS TYPICAL -- f- Z� EXT. SHEATHING �\ AT EACH TRUSS \/ TOP CHORD VARIES U 0 y 24 TRUSS. STUDS @TRUSS WEBS NOT � J ATTACHED PER I I 24" O.C. &EXT. �..----"` J NAILING SCHEDULE I SHOWN FOR CLARITY w FROM TOP OF SHEATHING INSTALLED 2x4 X BRACE ACROSS 2 (0O v PER NAILING PATTERN LENGTH OF PRE-ENG.TRUSS PER H Z KNEEWALL TO BOTTOM I PLAN 24" O.C. MAX OR SP2 CLIPS AT TOP SHEARWALL r- - - - - - - - - - -1 2x4 #2 SYP CROSS � L.L � AND SP1 CLIPS AT 2x4 #2 SYP RAT RUN I I BRACING (AT 45°) W/ ROOFING MATERIAL ? W us NAIL SCAB TO TOP D. TOP AND BOTTOM MIN (3) 12d NAILS TO RAT PER ARCHS w BASE ARE REQ CHORD WITH (3) 10d I I RUNS. TYP EACH SIDE Z W Z Z CRICKET AS REQUIRED NAILS (2) BAYS PAST A/C A/C UNIT AND PAN I ��-- SEE FRAMING PLAN Q _j 2x BLOCKING LOCATION. MIN (3) BAY MIN. 24" I BY SUPPLIER MIN. 24" FOR CONNECTION ❑ W 2x4 BLOCKING CONDENSATE I.L. 2 MIN 2x4 STUDS @ 16" LAP W/ (2).16d NAILS MAX 48" MAX 48" INFO O I- OC MAIN SPAN ROOF TO EACH TRUSS. TYP I I V TO TRUSSES DISPOSAL BY A/C TOENAILED TO SUPPLIER U 2x P.T. PLATE TOP OF MASONRY Q LU TRUSS EACH SIDE I I W' » `DOUBLE TOP PLATE w/ I I CONNECTION TO BE Z W 1/2" x 8" A.B. OR TITEN 10d NAILS 411 O.C. ; i - - - - - - - - SUPPLIED BY A/C _ HD @ 32" O.C. & 611 STANDARD TRUSS _ - - - - - - - - - COMPANY w SEE ARCH PLANS FOR ❑ FROM EA. END, CENTER TRUSS PER PLANOVERHANG INFO BOTTOM CHORD p ON BASE PLATE "----- UPLIFT CONNECTOR 0- DOUBLE TOP PLATE SYP *T g (SEE SCHEDULE) FRAMED WALL PER TOP KNOCK OUT BLOCKING UNDER A/C SUPPORTS B2LOCKING W/ SIMPSON RE. ELEV. 0 COURSE W/ (1) #5 MASONRY WALL PER PLAN A34 OR LUS24-2 EACH FOR O.H. Z CONT. PLAN END TYP. SINGLE TIE -BEAM Q W/ (1) #5 CONT. O fiF1 KNEEWALL ABOVE MASONRY WALL WO PERP. SHEARWALL CONNECTION TO TRUSS �B01A/C IN TRUSSES GROUT SOLID z o 3/4"=V-0" 1-011 3/4"=1'-0" cn w 11 a2x STUDS 16" O.C. FOR KNEE WALL PRE -MANUFACTURED FLUE PER MANUF. � 00 A @ SPECS W/ 2" MIN. ¢ m M CHIMNEY CAP WINDOW PER > Z LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT I• CLEAR BETWEEN FLUE FLOOR PLAN Q > `. F B F TOP OF CHIMNEY MIN. & FRAME Z W 0 ROOF SHEATHING FOR STRAP�w, 2'-0" ABOVE A POINT _ Q -1 J WITHIN 10'-0" OF THE GALVANIZED FLASHING � Vi W LU C CONT. ROOF SHEATHING NAIL PER PLAN �I �ti NEAREST ROOF E H %°''''•., ' •. � ,, EXT. SHEATHING ATHIN G PRECAST CONC. OR 3: [K .. T Y PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END D PH4 VERY POWERS STEEL SILL O 0 1 D •• (1) S E ATTACHED F— W TO TOP CHORDS OF TRUSSES BELOW WHEN h TYP. @ ALL WINDOWS O OTHER STUD TO NAILING SCHED. ❑ BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS w /J I DOUBLE TOP PLATE Z 11 1 W rM O.C.BELOW AND CONNECT w/ HTS20 @ 32 O C7 � 2x4 VERTICAL @ 24'' 2x4 FRAMED CRICKET II EXT FINISH PER PLAN W/ GALVANIZED w � � Z E PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW tia O.C. MAX. w/ (4) 1Od I ❑ J V � �. FLASHING O Z O r NAILS TO BOTTOM + + w W CHORD & 3 1Od NAILS + I'" = H A 2x PLATES OVER ROOF DECK PER VALLEY- H A ", O -- I— H J F ✓ K TO TOP CHORD, NOTE I . MAIN FLOOR ❑ O a FRAMING DETAIL IF WALL HEIGHT ISry � , (4) 16d COMMONS ELEV 0 -0 U DOUBLE TOP PLATE � BETWEEN 4FT & 8FT, B + NAILED O EACH END USE 2x6 SYP #2 STUDS ++ CONC. SLAB - ` ,� � VERT REINF. BEYOND SEE FOUNDATION STRUCTURAL ENG CFG / BED 2x4 BLOCKING W/ (2 PLAN FOR MORE INFO I ..------- - - ----- SIMPSON H3 H4, OR H5 EA. END OF TRUSS OR GALVANIZED FLASHING ) � @ �C + 16d COMMONS END — Q a RAFTER + NAILED TO VERTICAL=i H 2x4 BLOCKING W/ (2) + 1 - , MASONRY WALL PER Z STRUCT: BM 16d COMMONS END 2x4 s _ w ...__ -ST ._. -__- ------- E COMMON TRUSS PER PLAN OR CONV. FRAMING w/ ,� E 6 I- PLAN ❑ J STRUCTURAL SHEATHING PER PLAN AND ROOF NAILED TO VERTICAL uu D - - -- ---- ------ !• STRUC URA S EA NG O / - QC CHECK: CC ��'r °�',, SEE FOUNDATION � N� w --- 2x4 s + + JOB No. TM- 2150648 . FINISH PER ARCHSFW I, + + � G DETAILS FOR FTG ask. , G 5;..�1�,#I 1,"R'D > (/� SCALE: AS INDICATED CURVED ROOF TRUSSES PER PLAN OR CURVED K RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING TRUSS PER PLAN 1 -<' DATE: 06/10/2015 NAILED @ 611 O.C. STAGGERED �1 DORMER FRAMING DETAIL NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D MO CHIMNEY FRAMING DETAIL n,SO I TYPICAL ONE STORY CMU WALL SECTION 1/4"_V-0" NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASEI 3/4"=1'-0" TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. I COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. p p Y SD2 3/4"=1'-0" - 21,56 SD2 t 1_ P 1 1_1. - - CONDITION IS REQUIRED. CONTACT EOR TO BLOCKING p UI FOR ADDITIONAL INFO AS REQ'D SIMPSON A23 @ EACH A35 DIAGONAL TO BRACE TO PLATE TRUSS BOT. CHORD H GABLE BRACING UP TO 4'-8" 3 1/4" HOLD 1/2" J -BOLTS w/ WHERE O.H. IS > V-0", DROP (1) 2x4 BRACE PT 2x8 PLT., CANT. FOR WASHERS (MIN. 6" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'4' W 14'-0" < H!C-18'-8" STRONGBACK W/ (2) 2x4 BRACE - EACH END AND 32" O.C. 24" O.C. FOR FALSE BM HORIZONTAL (+/- 100) SIMPSON HGA10 @ 48 SIMPSON HGA10 @ 48 BRACE NOT REQUIRED SHEATHINGCOVERING GABLES w/ OUTLOOKERS @ 24" O.C. V-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2) 16d PROVIDE 16d NAILS _ I -'i 2x4 ATTACHED TO EA. GABLE END TRUSS TO Q �M 2x TOP PLATE TO UL GABLE 2x4 BRACE WITH PLT.@12" O.C. MAX. w r U GABLE END W/ 16d II e' O.C. O.C. o m NAILS @ 6" O.C. IP 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. TO RUN BACK TO 1 ST COMMON SEE ELEV. FOR NAILS @ EA. END. L Q RAFTER TO OPP SIDE e�--— 2ND 2x4 BRACE IF NOTE: ALL GABLE BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF TRUSS WITH (3) 12d TOENAILS. O.H. SIZE . BLOCK ADJBAYS @ ?� REQ'D, SEE CHART (AS SHOWN) Q NOTE. REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING GABLE BRACING SHEATHING NOT REQ'D SHEATHING NOT REQ'DCONNECT BRACING IS TO BE SYP#2 OR BETTER SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. TO DROP GABLE WITH A -A VERTICAL EA.DIAG. AS SHOWN. SHEATHING PER PLAN 10d COMMON NAILS @ TO BE CONT. @ THE TO BE CONT. THE @ (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) H2.5 CLIP. MAX 2'-0" O.H. C Z W FASTEN ROOF GEO GABLE END @FLAT CEILING CONNECTIONS GEO GABLE END BRACING Q_jJ GE GABLE END @ FLAT CEILING w/ BOSTON HIP 3/4"=1'-0" TRANSITION FROM TRANSITION FROM 3/4"=1'-0.. SHEATHING TO 1'-0" MAX PLYWOOD CANT. O.H. - - - BEAM TO GABLE WALL TO GABLE ) � W 0 1 BLOCKS w/8d NAILS SEE OR TRUSS TRUSS W @ 6" O.C. E HL SIZE Q < Z W�-ao CONT. 2x4 O 6 WHERE O.H. IS > V-0" w DOUBLE 2x TOP PLATE \ 2x4 DIAGONAL BRACE DROP END GABLE w/ O DRAFTING: ---- STRUCT: BM - -- — -.. - - QC CHECK. C @ 48" O.C. 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CONTACT EOR TO BLOCKING p UI FOR ADDITIONAL INFO AS REQ'D SIMPSON A23 @ EACH A35 DIAGONAL TO BRACE TO PLATE TRUSS BOT. CHORD H GABLE BRACING UP TO 4'-8" 3 1/4" HOLD 1/2" J -BOLTS w/ 4'-8" < H tE 7'-0" (1) 2x4 BRACE PT 2x8 PLT., CANT. FOR WASHERS (MIN. 6" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'4' CLG. NAILING SURFACE EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ 14'-0" < H!C-18'-8" STRONGBACK W/ (2) 2x4 BRACE - EACH END AND 32" O.C. 24" O.C. FOR FALSE BM HORIZONTAL (+/- 100) CONNECTIONS MAX. ATTACHMENT w/ (3) 10dLU BRACE NOT REQUIRED SHEATHINGCOVERING TOENAILS EA. END 6' FROM EAVES. TRUSS PER PLAN STRONGBACK TO PROVIDE 16d NAILS _ I -'i 2x4 ATTACHED TO EA. GABLE END TRUSS TO Q �M 2x TOP PLATE TO UL GABLE 2x4 BRACE WITH PLT.@12" O.C. MAX. w r U GABLE END W/ 16d II e' DOWN OF JACK (2) 10d NAILS o m NAILS @ 6" O.C. IP TRUSSES 40 ATTACH JAMB STUDS 0'�Fi� R I PER WF08/SD4 O FRAMING FOR FALSE i PROVIDE BLOCKING. L BETWEEN TRUSS BAYS GABLE BRACING CHART H GABLE BRACING UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H tE 7'-0" (1) 2x4 BRACE T-0" < H ` V-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'4' STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H!C-18'-8" STRONGBACK W/ (2) 2x4 BRACE - CMU WALL OR LINTEL :,.. „ BEAM, IF REQ D w/ (3) HGAI0KT @ 32 O.C. BELOW 10d NAILS @ EA. TRUSS PLATE. 2x4 BRACE IF REQ'D I WALL W/ UPLIFT @ 48" O.C. FOR FIRST 3 BAYS SEE GABLE WALL PER PLAN SEE GABLE GABLE BRACING @ 48" — PROVIDE 2x BLOC CONNECTION DETAIL CONNECTION DETAIL FOR REQ'D O.C. MAX. 45° FROM FOR NAILING ^- FOR REQ'D FALSE BM PER PLAN HORIZONTAL (+/- 100) CONNECTIONS CONNECTIONS BRACE NOT REQUIRED SHEATHINGCOVERING IF REQ'D 6' FROM EAVES. TRUSS PER PLAN STRONGBACK TO �Ir�k* i NOTE. GABLES SPANNING LESS THAN 8 DO NOT SEE PLAN FOR 2x4 ATTACHED TO EA. SUPPORT AND TIE GABLE 2x4 BRACE WITH • DOWN OF JACK (2) 10d NAILS SPAN CONNECTION TRUSSES 40 ATTACH JAMB STUDS 0'�Fi� R I PER WF08/SD4 eN� PROVIDE BLOCKING. BETWEEN TRUSS BAYS CMU WALL OR LINTEL :,.. „ BEAM, IF REQ D w/ (3) HGAI0KT @ 32 O.C. BELOW 10d NAILS @ EA. TRUSS PLATE. 2x4 BRACE IF REQ'D I WALL W/ UPLIFT @ 48" O.C. FOR FIRST 3 BAYS SEE GABLE WALL PER PLAN BRACE TIE BEAM COURSE w/ 1 �� O 2x4 STUDS @ 24 O.C. w/ SEE CHART. FASTEN CONV. 2x VALLEY RAFTER FRAMING (OR PRE -ENG CONNECTION DETAIL FOR REQ'D (FRAME WALL SHOWN; MAY ALSO BE #5 CONT. SINGLE BASE &TOP PLATE w/ PLYWOOD FALSE BM PER PLAN 10d COMMON NAILS 7DIAGONAL (1) A23 FROM CONNECTIONS MASONRY) SHEATHINGCOVERING IF REQ'D @ 6" O.C. STRONGBACK TO �Ir�k* i NOTE. GABLES SPANNING LESS THAN 8 DO NOT *�k* REQUIRE BRACING • CMU WALL CONNECTION CLEAR SPAN CONNECTION GABLE VERTICAL 40 ATTACH JAMB STUDS 0'�Fi� R I PER WF08/SD4 eN� RAFTER TO OPP SIDE e�--— 2ND 2x4 BRACE IF ?� REQ'D, SEE CHART (AS SHOWN) IN3/16" x 2 3/4" TAPCONS NOTE. REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING GABLE BRACING 2x6's @ 24" O.C. MAX. FASTEN SYP OR SPF 2x6 (MIN.) PLATE THRU SHEATHING PER PLAN IN MECMUTA . OR SIMPSON 2x4 SYP #2 BLOCKING, @ 24" O.C. W/ (2) 12d END NAILS @ EACH P.T BASE PLATE A -A VERTICAL 2x6 10d COMMON NAILS @ • F- 8" O.C. C Z W GEO GABLE END @FLAT CEILING CONNECTIONS GEO GABLE END BRACING Q_jJ GE GABLE END @ FLAT CEILING w/ BOSTON HIP 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0.. 2x4 BLOCKING @ EA. PROVIDE 2x BLOCKING (2) 2x TOP PLATE OUTLOOKER (MAX. FOR NAILING 2x4 BLOCKING (2) 12d ROOF SHEATHING PER ROOF SHEATHING (2)16d NAILS PLT. TO NAILS, TOENAILED @ PLAN SPAN 2'-0") w/ (2) 16d 1, 2'4" MAX. STUD TOP & BOTTOM EACH END.AT 24" O.C. ROOF SHEATHING END NAILS EA. END (TYP.) (END NAIL PLTS. PER PLAN HEADER PER PLAN; TO STUD) TRUSS PER PLAN DTC CLIP, (2) 8d NAILS SEE HEADER 2x FASCIA w (2) 16d INTO BLOCKING, (4) 8d SCHEDULE & NOTES END NAILS @ EA. 2x4 #2 SYP P.T.NAILS INTO TOP PLATE FOR ADDT'L INFO 2x4 OUTLOOKER @ 24" OUTLOOKER BLOCKING @ 24" O.C. (2) 16d TOENAILS O.C. MAX.SIMPSON H2.5TYP.. w/ (2) 16d H2.5(TYP.) W/ (2) 12d END NAILS BRACE, TO LEDGER I END NAILS TO TRUSS@ EACH END -_�- HOLD WALL 3-1/2" 1'-9" MAX. DOWN FOR 2x4 LEDGER W/ (2) 10d DOUBLE TOP PLATE 00 TRUSS PER PLAN TRUSS PER PLAN OUTLOOKER NAILS @EACH WEB .._ _._ I • r EXTERIOR SHEATHING. SHEATHING PER PLAN H P H TRUSS PER PLAN Z I 2x DOWNFRAME TO - EXT FINIS PER ARCHS � ATTACH PER PLAN CL FROM TOP OF WALL I DOOR AS REQ'D VARIES 1/2" x 8" J -BOLT @ 32" TO BOTTOM O.C. AND 6" FROM EA. 2x8 #2 SPF STUDS AT RAKED DOUBLE TOP END w/ NUT &WASHER PLATE 16" O.C. CMU WALL PER PLAN DTC CLIP, (2) 8d NAILS 'ING 2 MASONRY WALL OR 2x8 #2 SYP PT. BASE 11/2" THREADED ROD CEILING NAILER AS MSTAM-24 TYP. EA. INTO BLOCKING, ( ) / REQ'D SIDE OF EA. STUD. MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN PLATE W/ 1/2" x 8 I I EA. SIDE OF HEADER LAN LINTEL SEE PANCHOR BOLT OR ' CENTERED BETWEEN �.,,a� IN CMU. OR SIMPSON ' � I (CENTERED Win TOP 2x8 #2 SPF STUDS@ FRAME AND CMU SEE META16 TITEN HD @ 32 O.C. & I PLATE & 6" FROM JAMB 16" O.C. TYP.WALL SPLICE DETAIL 6" FROM EACH END I STUDS) w/ MIN 6.. . " 2x$ #2 SYP PT BASE FOR REQ'D FLASHING EMBED. INTO SLAB STD CONDITION CMU VAULTED CONDITION CMU - 1 'ONLY READ@BRIG VALLEY TRUSSES) TO STD CUNDITION @FRAME WALL BEARING CONDITIQN @CMU WALL 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. CF01 FIELD FRAMED VALLEY DETAIL fiF�0NON-BEARING WALL CLIP DETAIL fiF0 TYPICAL HEADER DETAIL NOT USED 1/2"= 1 I -Of, 3/4"=1'-0" 1/2"=V-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. PLATE. END. ' I WALL W/ UPLIFT - - - - - - - ,_,,, _,,. SDS SCREWS 70 TOP CHORD OF EACH TRUSS BELOW rGEO GABLE END VAULTED CEILING I FASTEN CONV. 2x VALLEY RAFTER FRAMING (OR PRE -ENG 2x WALL, SEE PLAN : ATTACH W/ (2) 10d NAILS @EACH TRUSS 3/4"=11-0" Ci Z ®.,CV SIMPSON DTC, (2) 8d NAILS INTO BLOCKING (PLATE AILS TO TOP I HEADER STUDS PER I HEADER SCHEDULE U.N.O. ON PLANS FIN 2x8 RIDGE BOARD 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ (5) • 10d COMMON NAILS @ EACH END (TYP.) 2x6 RAFTER TO 2x8 RIDGE BOARD W/ A35 ON (1) SIDE OF RAFTER & A35 ON ADJTRUSS TRUSS PER PLAN TRUSS PER PLAN PER PLAN DTC CLIP, (2) 8d NAILS 40 ATTACH JAMB STUDS 0'�Fi� R I PER WF08/SD4 eN� RAFTER TO OPP SIDE INTO BLOCKING, (2) (AS SHOWN) IN3/16" x 2 3/4" TAPCONS 11 2x6's @ 24" O.C. MAX. FASTEN SYP OR SPF 2x6 (MIN.) PLATE THRU SHEATHING PER PLAN IN MECMUTA . OR SIMPSON 2x4 SYP #2 BLOCKING, @ 24" O.C. W/ (2) 12d END NAILS @ EACH P.T BASE PLATE M VALLEY TRUSSES) TO STD CUNDITION @FRAME WALL BEARING CONDITIQN @CMU WALL 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. CF01 FIELD FRAMED VALLEY DETAIL fiF�0NON-BEARING WALL CLIP DETAIL fiF0 TYPICAL HEADER DETAIL NOT USED 1/2"= 1 I -Of, 3/4"=1'-0" 1/2"=V-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. W/ 1/4"x4-1/2" SIMPSON END. ' N - - - - - - - ,_,,, _,,. SDS SCREWS 70 TOP CHORD OF EACH TRUSS BELOW .: LAY 2x4 BLOCKING WALL SHEATHING PER OVER THE TOP OF THE PLAN LINTEL PER PLAN BOTTOM CHORD. '..:' L FASTEN CONV. 2x VALLEY RAFTER FRAMING (OR PRE -ENG 2x WALL, SEE PLAN : ATTACH W/ (2) 10d NAILS @EACH TRUSS W VALLEY TRUSSES) TO STD CUNDITION @FRAME WALL BEARING CONDITIQN @CMU WALL 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. CF01 FIELD FRAMED VALLEY DETAIL fiF�0NON-BEARING WALL CLIP DETAIL fiF0 TYPICAL HEADER DETAIL NOT USED 1/2"= 1 I -Of, 3/4"=1'-0" 1/2"=V-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. i J 0 WFn §its. E- W�Pm Z > 0 F- J W v O } LL U W Q� Zz 6�� W C LU W 0- N 1� SN• �• ®��� /��® W Ci Z ®.,CV FIN • 0 eN� i J 0 WFn §its. E- W�Pm Z > 0 F- J W v O } LL U W Q� Zz 6�� W C LU W DATE: 06/10/2015 SD3 C � 11 = m M • F- C Z W Q_jJ _ CO) LU LU ) � W 0 1 W 0 = Z W�-ao O 6 STRUCTURAL ENG: CFG / BED DRAFTING: ---- STRUCT: BM - -- — -.. - - QC CHECK. C JOB No. TM - 2150648 C SCALE: AS INDICATED DATE: 06/10/2015 SD3 NOTE: PIPE OR DUCT W/ DOUBLE 2x4 TOP NOTES: PLATE LENGTHS MUST BE AT PENETRATION OF 2 ROWS 1 O @ 3" O.C. PLATE 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN LEAST 8'-0" LONG. TYP. MORE THAN 50% OF 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION NAIL TOP PLATE TO 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) EDGE DISTANCE TOP PLATE WIDTH 2 1/2" EDGE OUTSIDE (2) 2x4's PROVIDE 2x4 ON TOP BOTTOM PLATE w/ (4) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" PER ����IL INSTALL SIMPSON 2x4 STUDS PER OF 2x8 TO BLOCK OUT 1 O NAILS 1" EDGE 1 1/2" EDGE �1'/I� PSPN516Z W/ (12) 16d LAP SPLICE 48" MIN & FRAMING PLAN TOP PLATE ATTACH W/N ( NAILS TYP. TOP &BOT. ATTACH PER NAIL IN (2) G �j , I, �j , 0 ❑ + 2) 10d NAILS O.C. + + DOUBLE 10d 3" O.C. PATTERN ON THIS @ (SOLID BLOCK W/ 2x6) DETAIL 10d x 3" COMMON w TOP SPLICE O �• 0 2 1/2"w — y z [� w 2 1/4" O w 1 1/2" w t z N r 2x4 BEYOND AGAINST �8' N - r 13- Q N LU LU c L-01• 48"M 2x8 STUDS M��! cv N N401-41 U) ° /N 10d x 3 COMMON 0 w ATTACH 2x STUDS TO ` • 1 Od x 3" COMMON OPP. x OVERLAP TOP PLATE . TOP PLATE W/ (4) 16d I,.,` . , O O N C7 ' NAILS ((2) ON EA. SIDE)' AT CORNER SIDE z z w z • TYP. AT ALL EXTERIOR • ' • , O Q Q rn U ATTACH 2x STUDS TO CONDITIONS NAIL BOTTOM PLATE U ( I � I I M I I z TOP PLATE W/ (4) 16d , . ai TO CORNER STUD Q co 00 00 • • ' PACK w/ (4) 1 Od NAILS v NAILS ((2) ON EA. SIDE) 2x8 STUDS PER TYP. AT ALL EXTERIOR - FRAMING PLAN 10d x 3" COMMON CONDITIONS TOP SPLICE A OPP. SIDE BOTTOM SPLICE OVER P PLA E CORNER TRANSITION STUD TO T (2) 2x4's (2) 2x6'S (2) 2x8's INSIDE PLY NAILS NAILED AT 8" O/C DOUBLE 2x8 TOP PLATE TOP PLATE TRANSITION ( 2) 2X COLUMN STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's TYPICAL BUILT-UP STUD COLUMN DETAIL 3+ 2x COLUMN fiFO TYPICAL TOP PLATE SPLICE@ BRC. WALL fiFlOkC U ( ) 3/4"=1'-0" 1-1/2"=V_011 2x DBL TOP PLATE MIN. 15/32" SHEATHING INSTALLEDSHEATHING PER PLAN BEYOND 72 VERTICALLY. MIN 7/16" SHEATHING 11 NAIL AT BASE USING (2) ROWS OF 8d COMMON NAILS 3/8 0 INSTALLED HORIZONTALLY U_ O z @ 3" O.C. 1 — — — — — T7 — —n — — rr — 1 r= v O 2 NAIL AT TOP PLATE USING 2 ROWS OF 8d COMMON 'A' = NAIL SPACING w z J 1— O „ O °I OV '90 OV SC, ROOF SHEATHING, II 6 I I I I I I I I a 2E 5 NAILS @ 3 O.C. 2k� FRS er0 ROOF SHEATHING, `2� F� I&T FASTEN PER PLAN w w o t�3 NAIL OPENING PERIMETER w/ (2) ROWS OF 8d 1/2�� A 1/2,, FNGT TFASTEN PER PLAN F�T� —1 L — J.1— — — — — — — a_ U5 z = COMMON NAILS @ 3 O.C. HOF SS OP O.'q III I I I I I ix u_ ® NAIL INT. W/ 8d COMMON NAILS @ 6" O.C.. U.N.O. ON o a Oy O'S' WALL SHEATHING O w III III I I I I I I SPLICE, SEE SPLICE _ PLANS 2x4 FRAMING @ 24 5 STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d A " " O.C. MAX. II I I I I I I I DETAIL. MAX 1/8 �, 1/2 2x4 FRAMING @ 24 g O _ III OPENING III I I I I SPACE BETWEEN w � COMMON NAILS 3 O.C. DOUBLE NAIL EDGE SPACING 2x SCAB w/ 10d NAILS O.C. MAX. PROVIDE (4) 1Od x 3" 4 I I I I PANELS i U) ® PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO @ 4" O.C. PROVIDE (4)10d x3 NAILS AT JOINT III 3 III _j cn HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ EXTERIOR SHEATHING NAILS AT JOINT I I I I I I I I I J� PER -ENG TRUSSES - TYP. I Z) O TOP & BOTTOM STUD PER PLAN 2x SCAB w/ 10d NAILS AROUND I I I I I I I I 2x STUDS BEYOND "- O 2 8d NAILS 3" O.C. TO EACH TRUSS END OR @ 4" O.C. I- � O O @ @ SHEATHING SPLICE, OPENING I I I I I I I I SEE PLAN FOR MORE w "- VERTICAL MEMBER IF GABLE END BETWEEN EXTERIOR TRUSS CONNECTION LL PER -ENG TRUSSES III III I I I I I INFO I— O H O SHEATHING & PER PLAN 2x FASCIA PER PLAN 2x FASCIA BLOCKING GYPSUM WALLBOARD IT —IF 7 III I I I I I I CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 8d TOENAILS LEDGER w x `"_ 2 PER PLAN TO LEDGER NAILING PER . 2x4 PT LEDGER W/ 1/4" x4" TAPCONS @ 12" 2x FRAME WALL PER 2x4 LEDGER W/ (2) 16d NAILS @ 16" O.C. N.T.S. ~ :,. :. O.C. PLAN ROOF SHEATHING, IIII II II IIII II II II FLATWISE (2) 16d U w ° NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMU WALL CONDITION @ FRAME WALL II II III II II II 4_F�lTYPICAL SCAB OVERHANG 'D '02 LEDGER @ LOW ROO ° 0 2 2x BUILT-UP COL. O II 1—L_J1 — — — — — Ill--_�� �—It — — — — — — — BLOCKING @ 24" O.C. U) O Ng - FLOOR SYSTEM — _ w 0 W MORE INFO & CUT TO FIT 2x BOTTOM PLATE w/ (2) 16d END NAILS 1 OPENING SIZE 01 BEYOND SEE PLAN O SHEATHING DIAGRAM F1 EXTERIOR SHEATHING SCHEDULE CONNECTION CONNECTION BLOCKING GYPSUM WALLBOARD H CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 8d TOENAILS LEDGER JOINT, MAX. 1/8" GAP PER PLAN TO LEDGER NAILING PER . 2x4 PT LEDGER W/ 1/4" x4" TAPCONS @ 12" 2x FRAME WALL PER 2x4 LEDGER W/ (2) 16d NAILS @ 16" O.C. N.T.S. SCHEDULE :,. :. O.C. PLAN ROOF SHEATHING, 2x4 BLOCKING PLACED SEE ELEV. FOR SEE ELEV. FOR FLATWISE (2) 16d O.H. SIZE O.H. SIZE NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMU WALL CONDITION @ FRAME WALL 0 4_F�lTYPICAL SCAB OVERHANG 'D '02 LEDGER @ LOW ROO 10dx3" Q H z 3/4"=1'-0" Lu N.T.S. p SEE ROOF SHEATHING, Uj Z �O 2x4 #2 SPF 0 PLAN NAIL PER PLAN 2 2x BUILT-UP COL. O SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. z U DOUBLE TOP PLATE MORE INFO & MORE INFO & w/ (2) 16d END NAILS O CONNECTION CONNECTION EACH END OLLo SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE +4 "x"x @ EACH STUD 12d NAILS @ EACH END 2x12 BOX HDR w/ W's + TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL PRE-ENGINEERED SIMPSON LSTA30 W/ _ 2x12 w/ 1 O X 3 NAILS @ 24 O.C. w/ EXT. 2x4 #2 SPF ROOF TRUSS - SEE (22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O.C. FRAMING PLAN FOR CORNER CONDITIONS WALL TO PRECAST NAILING SCHEDULE & w/ (2) 16d END NAILS SPACING EXTERIOR SHEATHING STRAP AROUND w LINTEL w/ (2)ROWS OF + ++ + r'; (4) 12d NAILS EACH EACH END SEE TRUSS PLAN FOR SEE PLAN FOR NAIL PER PLAN TALLER STUD) LU 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER MORE INFO & + + CONNECTION 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 1 O NAILS @ XXX CONNECTION + 1 STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL 2x BRG WALL, SEE TOENAILS INTO OTHER d SEE WALL CLIP DETAIL PLAN FOR STUD SIZE & i i TRANSOM BETWEEN TRUSS TRANSOM BETWEEN FOR MORE INFO �. SPACING. MIN (2) 2x SEE FLOOR PLAN FOR I 1 LINTELS LINTELS w. . UNDER GIRDER TRUSS MORE BRG. WALL INFO LINTEL PER PLAN I 1 SLOPE AS REQ'D 1 1 LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN. 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. LINTEL PER PLAN U.N.O. 1 1 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT.°d SHEATHING PERtj mum 2x BLOCKING w/ (2) 1/4" x 3 1/2" .: w/ (2) 1/4" x 3 1/2" NAILING SCHEDULE & • TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. 4 12d NAILS EACH SIMPSON LSTA24 EACH (2) 2x TOP PLATE SPACED EVENLY SPACED EVENLY TRUSS MEMBER T STUD ATTACH 2x TO VERTICALLY VERTICALLY 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) 2x6 PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS 2x8 w/ (2) 1 O NAILS @ 2x8 w/ (2) 1 O NAILS @ 2x8 w/ (2) 1 Od NAILS @ SPACING. MIN (2) 2x �� STAGGERED @ 8 O.C. POCKET SCD. 3" O.G. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL POCKET. SGD UNDER GIRDER TRUSS SEE PLAN FOR ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY ATTACHMENT BY U.N.O. CONNECTION BUILDER BUILDER BUILDER BUILDER fiF1i`4'\SECTION @ DOUBLE BEARING F1 STEP @ BEARING FRAME WALL S01 HEADER @ POCKET SLIDER w/ TRANSOM tfSO2 HEADER @ POCKET SLIDER w/ TRANSOM S03 HEADER @ POCKET SLIDER SO4 HEADER @POCKET ; 3/4"=1'-0" 3/4"=1'-0" 1/2"=V-0" 1/2"=V-0" 1/2"=1'-0" CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN 2x6 SYP #2 LEDGER. TO BEAM INTO LONG SPAN AS INDICATED ON BEAM STUDS w/ (2) 1/4 X 4%" SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN SIMPS, SDS SCREWS @ STRAP IS NOT REQUIRED. 16" O.C. MAX.; TO GABLE END STUDS w R PLAN EXT. BEAM PER PT POST PER PLAN EXTERIOR WALL/TRUSS (2) 1/4" X 3'/i' SIMPS. SDS SCREWS @ 16" O.C. MAX.; LAP BEAM PLYS AND ----- TO MASONRY w/ 2x6 PT NAIL AS SHOWN (5) 10d SYP #2 LEDGER w/ (2) NAILS PER PLY 1/4" x 2 3/4" TAPCONS AT EXT. BEAM PER PLAN 12 12" O.C. SEE PLAN HTS20 CLIP FROM SIMPSON H3 CLIP POST TO BEAM SHEATHING PER PLAN PLAN VIEW @ TOP OF POST 2x4 SYP #2 LEDGER. (4) 10d NAILS FOR PT POST PER PLAN T O STUDS OR BEAM w/ T1/4" CONV. FRAMED ABU POST BASE PER X 4'/Z' SIMPS. SDS SCREWS @ 16" MEMBERS ONLY PLAN O.C. MAX.; 5/8" THREADED ROD w/ TO GABLE END STUDS • c• NUT SET IN ADHESIVE w/ (2) 1/4" X 3'/" SIMPS. 4'-0" MAX. SDS SCREWS @ 16" FASCIA PER n O.C. MAX.; COMMUNITY SPECS °' ° a. I -=- 11 /PLAN SEE FOUNDATION TO MASONRY w/ 2x4 PT 2x4 SYP OR a° . .. 11 i FOR ADDITIONAL SYP # 2 LEDGER w/ 1/4" PRE-ENGINEERED -- —U� INFO �� �� x 2 3/4 TAPCONS @12 ROOF TRUSSES24" @ SIDE VIEW BASE OF POST @ O.C. O.C. MAX. SIMPSON H3 CLIP DESIGNED FOR SHINGLE ONLY CDO CORNER COLUMN FRAMING SD01 TYPICAL SHED ROOF DETAIL NOT USED 3/4"=1'-0" 1/2"=V-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 10dx3" Q H z Lu p Uj Z �O 0 z U 10d x 3" OPP. SIDE m C O OLLo ',NCE PER 0 a a - N \ Ww F U_ O W ® 19166i1/�®I LU 0 g� s• — • IJ N z z �-- ROOF SHEATHING, �� U FASTEN PER PLAN U_ W 2x4 #2 SYP CONT. w/ (2) W 16d COMMON NAILS 0- EA. STUD OR TRUSS O MEMBER, TYP. (MAX. OU 24" O.C.). IF MASONRY, p USE (2) 1/4" TAPCONS Q N'' w/ MIN. 2 EMBED. @ <6 U �, 24" O.C. W' TRUSS PER PLAN Q o F U ° cu U pC" l U) WOOD/MASONRY _ z q WALL OR TRUSS, SEE 0 PLAN (TRUSS SHOWN) > O Ix CL m LI I— H W Z Q j(D- W §g� U_ LLJ O C), n z O 1 O 0 H J J LU J 2x8 TO UNDER SIDE OF Z O ROOF SHEATHING Q 0 CK U3 ~ z W Z Q J O �— 2x8 #2 SPF VERTICAL w ~ W 2 @ 24" O.C. w/ EXT. O ~ SHEATHING PER U ~ 0 NAILING SCHEDULE & LLI (4) 12d NAILS EACH Z _ TRUSS MEMBER w 0 0 2x8 w/ (2) 1 O NAILS @ EACH VERTICAL (D z Q O )ER o 0 z 1/2"=1'-0" LU 11 z 1- m M z> ~ I— Z Iw 0 W O J J I=— V)WW O W M Y 1 o O IW- O w 2 V) w W m U) O=Z V n W AZO �— Q 1- 2 1— p � U CL H U) STRUCTURAL ENG: CFG / BED Q DRAFTING. H z STRUCT: BM LII QC CHECK: CC r3UILjl)� w JOB No. TM - 2150648 D SCALE: AS INDICATED c� 0 ~ DATE: 06/10/2015 SD4 SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED --- ROOF TRUSSES @ 24" O.C. TYPICAL TRUSS TO — FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES BEARING SEE PLAN SEE ARCHITECTURAL J PLAN FOR OVERHANG INFO WINDOW AS - SCHEDULED EXTERIOR FINISH PER PLAN MID -SPAN BLOCKING U.N.O. INSULATION PER PLAN SEE DETAILS WS10, WS11 OR WS13 FOR ADDITIONAL INFORMATION THIS SHEET NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED BEARING SEE PLAN LINTEL AS PER PLAN LINTEL AS PER PLAN --�� WD. HD. HT. SEE PLAN PRECAST CONC. OR - POWERS STEEL SILL TYP. @ ALL WINDOWS EXT FINISH PER PLAN VERT REINF. BEYOND MASONRY WALL PER PLAN FIN. FLR. O.-011 00 GRADE NOTE: ALL FLOOR PRE-ENGINEERED i KuSlD 5 i KHr - Stt // PRE-ENGINEERED TRUSSES TO BE P.T. IF ROOF TRUSS -SEE FRAMING PLAN FOR J ROOF TRUSS - SEE NO MOISTURE FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR BARRIER (FELT PAPER LOCATION & SPACING LOCATION & SPACING PRE-ENGINEERED OR SIM) IS PROVIDED STRUCTURAL COL PER ROOF TRUSSES AT 24" STRUCTURAL COL PER PLAN FOR SIZE AND O.C. TRUSS STRAP. -SEE PLAN FOR SIZE AND FRAMING PLAN FORREQ'D # OF STUDS REQ'D # OF STUDS CONNECTIONS Q SIMPSON MSTAM36 DOUBLE 2x TOP PLATE DOUBLE 2x TOP PLATE SOLID SHEATHING @ SOLID SHEATHING @ TYPICAL TRUSS TO STRAP W/ (10) 10d TO 2x BOTTOM PLATE 2x BOTTOM PLATE HEADER HEADER z w FRAME CONNECTION. STUDS & (8) 1/4" X 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING c SEE STANDARD 2-1/4 TITEN SCREWS r ATTACHED PER ATTACHED PER U<<s �<<s w Z CONNECTOR NOTES TO LINTEL COURSE. NAILING SCHEDULE ° NAILING SCHEDULE SIMPSON LSTA30 HEFT SIMPSON SP4 w/ (6) 10d SIMPSON LSTA30 yFFT SIMPSON SP4 w/ (6) 10d Of O USE SIMPSON STRAP (MAX 10 x1-1/2" @ 24" O.C. STRAP (MAX 10° x 1-1/2" @ 24" O.C. w MSTCM60 STRAP W/ ANGLE) W/ (22) 10d ANGLE) W/ (22) 10d 0 CL REFER TO PLAN FOR (20) 16d SINKERS & (14 BUILT-UP COLUMN -1/4" OVER TOP PLA RAP � NAILS. BEND STRAP 1/4 X TAPCONS � LA2 CO S 0 O E MIN. (2) 2x SPF TOP PLATE OVER TOP PLATE MIN. (2) 2x SPF TOP PLATE INFO. „ �� � U.N.O. ON PLAN U.N.O. ON PLAN z (� FOR TRUSSES 20 TO 3 , THEN RUN DOWN N 3 , THEN RUN DOWN 26" DEEP FACE OF JAMB STUDS/ HEADER - SEE 2ND FACE OF JAMB STUDS/ HEADER -SEE 2ND W PRE -ENG. FLOOR (IF TITENS ARE NOT IN HEADER FLOOR PLAN FOR MIN. HEADER FLOOR PLAN FOR MIN. C) SYSTEM - IF NO FLOOR LINTEL COURSE OR \ \ \ HEADER SIZE & REQ'DHEADER SIZE SYSTEM INSTALL AMB STUDS & REQ'D m EXTERIOR SHEATHING Q KNEEWALL &PROVIDE INTO FILLED CELL USE (1) SIMPSON LSTA30 FROM TOP OF WALL JAMB STUDS EXTERIOR SHEATHING 1/4" X 1 3/4" TITENS) STRAP W/ (11) 10d TO SOLID BLOCKING FLOOR TRUSS SEE TO BOT. RIBBON, NAIL FROM TOP OF WALL O U.N.O. \ FLOOR TRUSS PER STUDS ABOVE PLATE � UNDER COLUMN PLAN U.N.O. FRAMING PLAN FOR PER PLAN IF HEADER IS UPSET TO BOT. RIBBON, NAIL ABOVE CONNECTION INFO.. 2 2x SILL AT WINDOW PER PLAN 0 PROVIDE SOLID O AND WINDOW IS __.. -- - BAND JOIST & BLKG BLOCKING BELOW 2n(YYYYYYY2 SEE DETAIL WS11 FOR FLOOR GIRDER OR O IF HEADER IS UPSET w/ 2x CRIPPLE STUDS LOWER: 1 2x SILL N OR LVL GIRDER COL. EVEN WITHIN - MORE INFO AND WINDOW IS w BEAM; SEE PLAN AT EA. END NAILED TO PLATE w/ (2) 10d LLI FLOOR TRUSS MASONRY WALL SEE' STUD PACK w/ 1 Od TOENAILS. EXT. LOWER: (1) 2x SILL NOTE: ALL FLOOR PLAN FOR MORE INFO NAILS @ 8" O.C. THEN HEADER OPENINGSPLATE w/ (2) 10d w TRUSSES TO BE P.T. IFSTUDS @ 16" O.C. LESS THAN 4FT:(1) 2x TOENAILS. EXT. p NO MOISTURE fis—o"kTYPICAL GIRDER COL. CONNECTION fisATYPICAL GIRDER COL. HIGH BEAM ATTACH SILL w/ (2) 10d SILL PLATE w/ (2) 10d HEADER OPENINGS z J1111111 DBL. TOP PLATE @ BARRIER (FELT PAPER LESS THAN 4FT:(1) 2x �� �,% LLI v 3/4"=1'-0" 3/4"=1'-0" TOE NAILS AT EA. END TOENAILS. OPENING OR SIM) IS PROVIDED SILL PLATE w/ (2) 10d Ri �� a HDR. PER PLAN OF SILL (MAX OPEN'G LARGER THAN 4FT: (2) 4� WIDTH 4'-0"). USE A35 2x SILL PLATE w/ A35 TOENAILS. OPENING .••+•`•®'•++®� ��,, (2) 2x SILL AT WINDOW LARGER N 4FT: 2 `: ;. REFER TO PLAN FOR 2x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x O � ` /r ' w o MIN 2x4 SPF #2 STUDS BUILT-UP COLUMN �S.• Z z w/ 2x CRIPPLE STUDS .. � �. + � � s SEE PLAN FOR MORE (2) SIMPSON LSTA18 OPENINGS GREATER CRIPPLES @ 16 O.C. AT EA. END NAILED TO 2x SILL PLA / A35 y • ®' Q 16 O.C. SEE PLAN INFO. CLIPS EACH S / 2z fl• ( STRAPS CENTERED @ THAN 4 BUT LESS w/ (2) 10d TOENAILS. STUD PACK w/ 10d �`' � '""®••..1 "+9-I FOR MORE INFO. BEARING WALL PER FLOOR W/ (14) 10d THAN 6' T&B PLYWOOD CRIPPLES @ 16 0. QC®cc A q ( NAILS @ 8" O.C. THEN w/ 2 10d TOENAILS ® ®: Z Q PLAN BEYOND` NAILS SIMPS. MSTAM36 w/ SHEATHING REQ'D ( ) SEE FLOOR FRAMING STUDS @ 16" O.C. s z �+• � s � O INT. FINISH PER PLAN COLUMNS PLAN FOR FLOOR (7) 10d NAILS & (4) 1/4" T&B) ATTACH SILL w/ (2) 1Od T&B (PLYWOOD � �A . +• �` �,'� Q MID -HEIGHT BLOCKING SYSTEM INFO. x 2 1/4" TITENS; IF TOE NAILS AT EA. END SHEATHING REQ'D ��� + S w� O PER BEARING WALL FLOOR TRUSSES ARE SEPARATE SHEATHING T&B) �> ��`� U_ ` OF SILL OPEN"G 2x BOTTOM PLATE w/ � r UNDER WINDOW (MAX( 2 12d AT 2"O.C. SCHEDULE ATTACH 2x STUDS W/ (3) 2x STUDS 20% 26" DEEP, USE WIDTH 4'-0"). USE A35 1/2" DIA. THREADED (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. SIMPS. MSTCM60 CLIP AT EA. END FOR cn 3/4" FLOOR SHEATHING ROD WITHIN 6" FROM STRAPS CENTERED @ STRAP w/(20) 16d OPENINGS GREATER w ATTACHED PER FLOOR w/ 14 10d SINKERS & (14) 1/4" X 2 THAN 4' BUT LESS d COL, SEE BRIG WALL/ ( ) CALIFORNIA CORNER A -A 1/4"TITENS INSTEAD. NAILING SCHEDULE NAILS I 2 -STORY WALL' (2) SIMPSON LSTA18 THAN 6 \ O 0 SECTION FOR MORE STRAPS CENTERED @ (IF TITENS ARE NOT 1N U FLOOR TRUSSES SEE � 2 SIMPSON META16 LINTEL `� � \ � ''� O FLOOR W/ 14 10d N L COURSE OR SIMPSON LSTA30 w/ PLAN FOR DEPTH AND INFO. ( ) \ N 2x TOP &BOT. m FLOOR TRUSS TO _ z INTO FILLED LL CELL USE .. I v , N NAILS (11) 10d TO STUDS DIRECTION REFER TO MASONRY WALL 1/4" X 1 3/4"TITENS) "r \ RIBBONS, CONT. N ABOVE PLATEU.N.O.FOUNDATION PLAN \ M o, (3) 2x STUD PACK ' .... FOR FTG. •..: N — EXT. SHEATHING ATTACH PER NAILING w p INFORMATION F- Q �m_z I_I ., .. .. :.: - ' •' � � � � �—� FLUSH W/ FACE OF � SCHEDULE d -�.,. 0 — — — SEE FRAMING PLAN MASONRY ATTACHED NOTE: ALL FLOOR _ �— — ATTACH 2x STUDS W/ FOR FLOOR — — — — PER NAILING ca — 2 16d NAILS 6" O.C. TRUSSES TO BE P.T. IF CONNECTION SEE FRAMING PLAN LL SCHEDULE; PROVIDE O @ (4) 2x STUDS NO MOISTURE p,, �' 1!8" GAP BETWEEN STANDARD CORNER A -A FOR FLOOR, BARRIER (FELT PAPER cn :. C�� U SHEATHING AND CONNECTION z NOTE. IF WOOD WALL OR BEAM BELOW USE OR SIM) IS PROVIDED p MASONRY PROVIDE BLOCKING FLOOR GRIDER OR 5;MASONRY WALL PER — SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR BELOW JAMBS BEAM �7 � FLOOR SYSTEM DRAFT SYSTEM iS 18" TO 36" DEEP USE MSTC66 W160 16d PLAN Y " MASONRY WALL SEE O STOPPING AT 1000 SQ SINKERS AND (14) /4.X2 Ya TITENS TO MASONRY W .; . FT MAX: DRAFT . , PLAN FOR MORE INFO d STOPPING MATERIALSLd 4 MIN THICKNESS SHALLfiSO TYPICAL TWO STORY COL. @GIRDER SO 2nd FLOOR CORNER FRAMING ATTACHMENT SO HEADER CONNECTION @ 2nd FLOOR fiSO7�HEADER CONNECTION @ 2nd FLOOR HIGH BM BE 1/2" GYP BOARD OR3/4"=1'-0" 3/4"=1'-0" 3/4„=1'-0” 3/4"=l1 -01,U 15/32" OR 7/16" OSB. ATTACH TO FLOOR SHEATHING PER PLAN 1, SHEATHING PER PLAN 3/4" FLOOR SHEATHING SHEATHING PER PLAN TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING 3/4 FLOOR SHEATHING cn 16" O.C. TOP AND ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING p Z NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE SHEATHING PER PLAN BOTTOM CHORDS UNDER WINDOWS AND ATTACH PER NAILING V)w 2x4 #2 SYP BLOCKING 2x STUDS @ 16 O.C. 2x STUDS @ 16 O.C. GIRDERS: BLOCK SCHEDULE, O W 59- 2x4 SEE PLAN SEE PLAN CONTINUOUS FROM OZ @ 48" O.C. W/ (2) 12d SOLID BETWEEN 2x STUDS @ 16 O.C. ZEA 06 TOENAILS EACH END RIBBONS w/ SIMPSON SEE PLAN TOP OF TOP PLATE TO _ �" 2x BOTTOM PLATE W/ SYS. 42 FLOOR" 2x BOTTOM PLATE W/ A35 EA. END GIRDER TRUSS PER BOTTOM PLATE. Q w e 2x4 #2 SYP ANGLE (2) 12d @ 12" O.C. TRUSSES @ 24 O.C. (2) 12d @ 12" O.C. PLAN Z (MAX) 2x BLOCKING FOR 2x BOTTOM PLATE W/ BEARING WALL PER O 0 F - AGAINST TRUSS SHEATHING/ DRYWALL (2) 12d @ 12 O.C. PLAN —� VERTICAL @ 48" O.C. PRE -ENG FLOOR ATTACHMENT w/ (2) 12d _ 4, W/ (3) 12d NAILS EACH TRUSS OR FIELD TOENAILS EA. END 2x SYP #2 RIBBON (MIN DOUBLE BOTTOM � 2x SYP #2 RIBBON (MIN 2x4 TO TRUSS w/ (4) PLATE .e END FRAME 2x4 KNEE ) WALL, STUDS @ 16 2x4) TO TRUSS w/ (4) 16d NAILS; BOTTOM 2 H5 EA. FLOOR U 16d NAILS, BOTTOM RIBBON TO BE PT IF O.C. W/ (2) 16d NAILS @ TRUSS TO DOUBLE w O Q •'� EACH END SEE RIBBON TO BE PT IF BRIG DIRECTLY ON U L. - SYS. 42 FLOOR BOTTOM PLATE, SLIT W Z y� BRIG DIRECTLY ON CMU FLOOR DECKING TO z —� 0 O CONNECTOR CMU p l-- '�.` • . CONC. SLAB - TRUSSES @ 24" O.C. SCHEDULE FOR (2) ROWS 8d NAILS @ SEE TRUSS LAYOUT _ SEE FOUNDATION (MAX) ACCOMMODATE �'.. PLAN FOR MORE INFO , CONNECTION 3" O.C. TYP. WALL FOR HANGER 1/2 GYP. CLG BD OR 1/2 GYP. CLG BD OR (2) ROWS 8d NAILS @ STRAP OSHEATHING TO EA. U CN ._ (2) 5/8" TYPE „X„ WHEN (2) ROWS 8d NAILS @ (2) 5/8 TYPE X WHEN 3 O.C. WALL 3" O.C. WALL Q IN GARAGE :. � IN GARAGE - ,SHEATHING TO :� SEE PLAN FOR 11 RIBBON W SHEATHING TO BOTTOM RIBBON SIMPSON META16 AT CANTILEVER 2x RIBBON OR ? _ • MASONRY WALL PER BOTTOM PLATE MASONRY WALL PERBLOCKING w/ (4) 16d p �, MASONRY OR MTS12 w U5PLAN 1/8" GAP BETWEEN PLAN 1/8" GAP BETWEEN AT WOOD OR (3) 16d TOENAILS V) SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR NOTE. ALL FLOOR O SHEATHING & CMU SHEATHING & CMU TRUSSES TO BE P.T. 1F DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF TRUSSES TO BE P.T.IF 2x4 PT SILL PLT. IF MASONRY OR FRAME NO MOISTURE NO MOISTURE NO MOISTURE WALL PER PLAN (� KNEEWALL SEE CONNECTION BARRIER FELT PAPER BARRIER (FELT PAPER BARRIER (FELT PAPER ( TR Z OR SIM) IS PROVIDED OR SIM) IS PROVIDED SCHEDULE OR SIM) IS PROVIDED USS PER PLAN 0 Q O J TYPICAL TWO STORY SECTION S1 TWO STORY PARALLEL FLOOR CONNECTION (WS -r TWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTION fflSlFLOOR TRUSS TO GIRDER CONNECTION o 0 z 3/4"=l'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-011 z U0 I=— 00 m M NOTE: ALL FLOOR 2nd FLOOR WALL; SEE TRUSSES TO BE P.T. IF PLAN FOR MORE INFO. NO MOISTURE HANDRAIL BY OTHERS Z z > ~ 1F SHEATHING IS NOT BARRIER (FELT PAPER~ Z W O ) CONTINUOUS TO OR SIM IS PROVIDED _ 0 J —1 BOTTOM OF FLOOR F- W W TRUSS,CONTRACTOR z v TO INSTALL SIMPSON g p O L TA18 STRAPS FROM d SEE ARCH DWGS FOR O P 0 EA. STUD TO TRUSS a z TOPPING INFO CL W m III I 3/4" PLYWOOD FLOOR cq= Z SLOPE DECKING ATTACHED p ~ O V W _`"" ► (� PER NAILING v) W>_ Z O 2x12 #2 SYP CONT, Q LEDGER W/ (3) SCHEDULE Q H H 1/4"x4-1/2" SDS ix EQUALLY SLOPED BALCONY SCREWS I— ( FLOOR TRUSS (12„ ? CL SPACED VERTICALLY) SEE PLAN TALL) (60/15/5 MIN. @ 24" O.C. AND @ EA. END VERTICAL (MIN. 2" " : LOADING) W/ LUS26 OR U STRUCTURAL ENG: CFG / BED FROM T&B) LUS46 TO LEDGER Q -' DRAFTING: I' ' CONTRACTOR TO SEE WS11/SD5 FOR Z STRUCT: BM PROVIDE ADEQUATE SIM. END CONDITION w � QC CHECK: CC WATERPROOFING. NO w— CONCRTE SLAB �3UIc��� JOB No. TM - 2150648 ry LINTEL PER PLAN SEE WS10/SD5 FOR 4 PERMITTED .- f'. U)SCALE: AS INDICATED ADDITIONAL INFO � st f:: ~ DATE: 06/10/2015 :o F01 TYPICAL BALCONY FRAMING NOT USED 3/4"=l -011 r__� z U0 COPYRIGHT MCD 2014: The Information contained m this document Is copyrighted and Is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OI- WMR &ASSOCIATES, LLC Is strictly prohibited. 2x BRG WALL W/ 2x BRG WALL W/ EXT. SHEATHING 2x4 NAILER W/ (2) — SHEATHING CONT. TO 2x4 BLOCKS 2 16d LU SIMPSON SP2 @ TOP & SIMPSON SP2 @ TOP &2x8 Q s MIN. SPF #2 @ 16 EXT. FINISH PER 2x8 MIN. BOTTOM PLATE SPF #2 @ 16" ATTACH PER NAILING 10d NAILS @ 16" O.C. 2nd STORY WALL NAILS @ EACH END. SP1 @BASE. LSTA18 (2) 2x BASE PLATE wJ SP1 @BASE. LSTA18 O.C. -SEE FRAMING SCHEDULE BLOCK ADJACENT O.C. MAX (U.N.O.) ARCHS ATTACH PER NAILING � OR MTS12 MAY BE (2) 12d NAILS @ 12 OR MTS12 MAYBE ti PLAN FOR MORE INFO. 2x4 STUDS @ 16" O.C. BAYS @EACH USED @ BASE O.C. USE SIMPSON USED @ BASE.(WHEN MSTAM24 EA. SIDE OF SCHEDULE DIAGONAL AS SHOWN. BLOCKING EXTERIOR SHEATHING MTS12 OR LSTA18 TO WALL IS CONT. BRG ON EA. STUD TO WALL 1/2" GYP. BOARD ATTACH PER NAILING BLOCKING BELOW. TRUSS STRAP STUDS BELOW W/ (9) 10d 2x4 BETWEEN STUDS W/ SCHEDULE 2x BLOCKING W/ (2) 12d NOT REQ'D IF STUD IS w/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4"x2 SHEATHING PER PLAN (2) 12d TOE NAILS TOENAILS EACH END ATTACH PER NAILING EACH END CONNECTED w/ MTS12 TO TRUSS BELOW) 3/4„ PTAPCONSER SIMPSON H10A @ SCHEDULE FASTEN ROOF -- SHEATHING TO BLOCKS W/ 8d NAILS @ Q 6" O.C. Z W 0 (5) 16d NAILS BRACE w Z TO BLOCKING X 0 LU PROVIDE 2x4 BRACE O Q~, TO EACH ADJACENT C7 DIAGONAL, FASTEN Z (� TO DIAGONAL W/ (2) p U) 16d NAILS ? W CONNECT TO DOUBLE WINDOW JAMBS USE m } 4 PLATE 1 1/4" (MIN.) ° — IF SHEATHING IS NOT TRUSSES PER PLAN Q (2) 2x6 w/ HUC26-2. F T SS EE SEE ARCHS FOR CONTINUOUS TO BASE TOP PLATE 1N/ 16d LOW ROO RU S FURRING AND 1x PT NAILER AS REQ DTRUSS PLAN FOR PLATE, SP8 TOP AND a ° . NAILS @ 6" O.C. LOW ROOF TRUSS SEE FLOOR TRUSS PER INTERIOR FINISH Q.S.B. TO OVERLAP � TRUSS PLAN FOR PLAN CONNECTIONS (IF o. BOTTOM ARE REQ D BOTTOM PLATE 1 1/4 a 4• . a... WALL BRACING @ 48" � BRG CONT#5 IN TIE BEAM (MIN TRUSS IS CONT. . .) o CONNECTIONS O.C. MAX. 45° FROM _ _ - ...-.....- - _--...._. _.... MASONRY SHOWN ON MASONRY USE MASONRY SHOWN ' ,' °:. C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE 2x LEDGER TO UPPER HORIZONTAL +/- 10° o (SHOWN) (SHOWN) MASONRY WALL PER BRACE NOT REQUIRED N OR WOOD WALL PER META16 @ 24" O.C. OR OR WOOD WALL PER PLAN EXT. FINISH PER FLOOR WALL W/ O Q w W ON WOOD USE HGA 2x BEARING WALL 1/4 X 3-1/2 SIMPSON W PLAN PLAN ARCHS 6' FROM EAVES. _ CLIPS @ 24" O.C.) WITH ROOF LOAD SDS SCREW @ 16" O.C. O R S 1 SECTION COMBO TRUSS FO WALL SPLICE DETAILS AF`I�'SECTION OPEN TO ABOVE F1 BRACING 2 STORY FRAME WALL `� 1111111SECTION @RAISED HEEL T US S @@ 1-1/2"=1'-0" 1"=1'-0" 1"=1'-0" r r'®61 W o o a ti HANGER BY OTHERS EXTERIOR SHEATHING •j Z 2x8 #2 SPF MIN STUDS - �t �P' tii ®; ...1 - < U FROM TOP OF WALL @ 16" O.C. PER PLAN C 2 2x SPF TOP • �; PLAN 2x BASE PLATE W/ (2) OR LSTA18 3/4” FLOOR SHEATHING STRAP; CENTER PRE ENGINEERED ) •.. 2x6 #2 SYP CONT. :: ON EITHER SIDE OF GIRDER, PROVIDE PLATE ATTACH PER AL I TRUSSES @ 24" O.C. SEE LD02/SD4 FOR EACH DIAGONAL ROOF SHEATHING 12d NAILS @ 12" O.C. --- NAILING SCHEDULE ATTACHED PER STRAP BETWEEN 16" O.C. MAX. & 3" @ 24" O.C. TO FLOOR ROOF SHEATHING & 6" FROM EACH END 2x8 #2 SYP P.T. SILL ROOF SHEATHING SYSTEM BELOW ATTACHED PER iz MORE INFO. BRACE IMPSON H2.5 EA. ATTACH PER NAILING 2x BLOCKING W/ (2) 12d NAILING SCHEDULE MASONRY WALL AND SEE FLOOR PLAN ATTACH PER NAILINGSEE PLAN FLOOR FRAMING PLATE w/ 1/2" EPDXY W/ 12d 2x4 CON ( 2 ) WATERPROOFING AND PLAN FOR MORE INFO FLANGE. ATTACH 3/4" FLOOR SHEATHING TOENAILS EACH END FLOOR TRUSS PER FRAME WALL 1 1 I I PRE-ENGINEERED ANCHOR BOLT OR 1 USS. VERIFY W/ I TRUSS TRUSS PER PLAN 2x8 #2 SYP SILL PLATE ATTACHED PER (2) 2x4 #2 SYP PLAN NRUSSSHOP &MORE INFO — 2x6 #2 SYP CONT J -BOLT W/ MIN. 7" 2x8 #2 SYP P.T. SILL 3-1/2 (8 TOTAL) SIMPSON SDS LEDGER PER PLAN RAWINGS ALL THREAD ROD /01 2x8 SYP #2 LEDGER W NAILING SCHEDULE BLOCKING w/ SIMPSON 2x #2 SPF STUDS 16 SCREWS I L EMBED. @ 32" O.C. & 3" PLATE W/ 1/2" EPDXY MASONRY WALL PER PLAN FOR MORE INFO O.C. w/ EXT. SHEATHING @ 48" O.C.; SEE (2) 2x4 #2 SYP HUC24-2 EACH END, EACH STUD (AT EACH PLAN & CONNECTIONS FROM TOP OF WALL TO FROM EA.END ANCHOR BOLT OR p = TR RE E S 0 USS C S p LE ER DG SIDE OF G.T. USE (4) FOUNDATION DET BLOCKING w/ SIMPSON 1 USE (4) 10d & (2) 10d A J -BOLT W/ MIN. 7" STUDS ABOVE ARE FOR CONNECTION HUC24-2 EACH END, NAILS. UNDER 1 1 EMBEDMENT @ 32" TO ALIGN W/ STUDS 1 BASE USE (4) 10d & (2) 10d NAILS. UNDER SEE PLAN WINDOW JAMBS ONLY - SEE PLANrM 1 SHEATHING TO O.C. & 3 FROM EACH 1 ou 2x4 BOTTOM PLAT 1 1 1 OVERLAP BOTTOM END 1 FASTEN ROOF -- SHEATHING TO BLOCKS W/ 8d NAILS @ Q 6" O.C. Z W 0 (5) 16d NAILS BRACE w Z TO BLOCKING X 0 LU PROVIDE 2x4 BRACE O Q~, TO EACH ADJACENT C7 DIAGONAL, FASTEN Z (� TO DIAGONAL W/ (2) p U) 16d NAILS ? W CONNECT TO DOUBLE WINDOW JAMBS USE m } 4 PLATE 1 1/4" (MIN.) ° — IF SHEATHING IS NOT TRUSSES PER PLAN Q (2) 2x6 w/ HUC26-2. F T SS EE SEE ARCHS FOR CONTINUOUS TO BASE TOP PLATE 1N/ 16d LOW ROO RU S FURRING AND 1x PT NAILER AS REQ DTRUSS PLAN FOR PLATE, SP8 TOP AND a ° . NAILS @ 6" O.C. LOW ROOF TRUSS SEE FLOOR TRUSS PER INTERIOR FINISH Q.S.B. TO OVERLAP � TRUSS PLAN FOR PLAN CONNECTIONS (IF o. BOTTOM ARE REQ D BOTTOM PLATE 1 1/4 a 4• . a... WALL BRACING @ 48" � BRG CONT#5 IN TIE BEAM (MIN TRUSS IS CONT. . .) o CONNECTIONS O.C. MAX. 45° FROM _ _ - ...-.....- - _--...._. _.... MASONRY SHOWN ON MASONRY USE MASONRY SHOWN ' ,' °:. C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE 2x LEDGER TO UPPER HORIZONTAL +/- 10° o (SHOWN) (SHOWN) MASONRY WALL PER BRACE NOT REQUIRED N OR WOOD WALL PER META16 @ 24" O.C. OR OR WOOD WALL PER PLAN EXT. FINISH PER FLOOR WALL W/ O Q w W ON WOOD USE HGA 2x BEARING WALL 1/4 X 3-1/2 SIMPSON W PLAN PLAN ARCHS 6' FROM EAVES. _ CLIPS @ 24" O.C.) WITH ROOF LOAD SDS SCREW @ 16" O.C. O R S 1 SECTION COMBO TRUSS FO WALL SPLICE DETAILS AF`I�'SECTION OPEN TO ABOVE F1 BRACING 2 STORY FRAME WALL `� 1111111SECTION @RAISED HEEL T US S @@ 1-1/2"=1'-0" 1"=1'-0" 1"=1'-0" r r'®61 W o o a ti HANGER BY OTHERS EXTERIOR SHEATHING •j Z 2x8 #2 SPF MIN STUDS - �t �P' tii ®; ...1 - < U FROM TOP OF WALL @ 16" O.C. PER PLAN C 2 2x SPF TOP • �; PLAN 16d NAILS) D03 LEDGER @ OPEN TO BELOW 3/4"=1'-0" I TO BOTTOM OF SILL 1-1/2"=1'-0.. PRE ENGINEERED ) •.. 2x6 #2 SYP CONT. :: ON EITHER SIDE OF GIRDER, PROVIDE PLATE ATTACH PER AL I TRUSSES @ 24" O.C. OR J -BOLT 32" O.C. I W/ MIN. 7" EMBEDMENT... ROOF SHEATHING TRUSS PER PLAN --- NAILING SCHEDULE N MAX. PER PLAN 16" O.C. MAX. & 3" @ 24" O.C. TO FLOOR ROOF SHEATHING & 6" FROM EACH END ROOF SHEATHING SYSTEM BELOW ATTACHED PER iz NAILING SCHEDULE NAILS TO EACH STUD FROM EA. END - USE IMPSON H2.5 EA. ATTACH PER NAILING ROOF SHEATHING 2nd STORY WALL PER SEE ARCHS FOR ROOF PER PLAN SEE FLOOR PLAN ATTACH PER NAILINGSEE PLAN FLOOR FRAMING SCHEDULET. �RUSS W/ 12d 2x4 CON ( 2 ) WATERPROOFING AND PLAN FOR MORE INFO FLANGE. ATTACH NAILS TO EACH STUD FINISH LUS26-2 FOR 2PLY 1 1 I I PRE-ENGINEERED LEDGER TO EA. 1 USS. VERIFY W/ I TRUSS TRUSS PER PLAN 2x8 #2 SYP SILL PLATE TRUSS ANCHOR (SEE w/ (4) 1/4" x 1 NRUSSSHOP &MORE INFO — 2x6 #2 SYP CONT PER ELEV. (2) 2x SYP #2 COLUMNS 16d NAILS) D03 LEDGER @ OPEN TO BELOW 3/4"=1'-0" I LEDGER W/ (2) Ya'x3-1/2" 1-1/2"=1'-0.. W/ Y2" EPDXY ANCHOR ) •.. 2x6 #2 SYP CONT. :: ON EITHER SIDE OF GIRDER, PROVIDE Q AL I SDS WOOD SCREWS OR J -BOLT 32" O.C. I W/ MIN. 7" EMBEDMENT... ROOF SHEATHING FROM TOP OF WALL SUFFICIENT R M 00 N 16" O.C. MAX. & 3" @ 24" O.C. TO FLOOR ROOF SHEATHING & 6" FROM EACH END ° ATTACHED PER SYSTEM BELOW ATTACHED PER FOR GIRDER HANGER NAILING SCHEDULE NAILS TO EACH STUD FROM EA. END - USE ROOF SHEATHING 2nd STORY WALL PER NAILING SCHEDULE SEE FLOOR PLAN ATTACH PER NAILINGSEE PLAN FLOOR FRAMING (3) SCREWS FOR 24" I SIMPSON LUS26. USE IMPSON H2.5 EA. I SCHEDULE �RUSS PLAN FOR MORE INFO FLANGE. ATTACH RECESS LEDGER INTO O.C. LUS26-2 FOR 2PLY 1 1 IPRE-ENGINEERED LEDGER TO EA. 1 USS. VERIFY W/ I TRUSS (2) 2x TOP PLATE O.H.COLUMN TRUSS DIRECTION — w/ (4) 1/4" x 1 NRUSSSHOP &MORE INFO — 1 PER ELEV. 3-1/2 (8 TOTAL) SIMPSON SDS LEDGER PER PLAN RAWINGS /01 2x8 SYP #2 LEDGER W 1 (2) 2x HEADER SEE 2x #2 SPF STUDS 16 SCREWS I L MLN. (4) 16d NAILS TO MASONRY WALL PER PLAN FOR MORE INFO O.C. w/ EXT. SHEATHING I .......... 1 EACH STUD (AT EACH PLAN & CONNECTIONS FROM TOP OF WALL TO p = TR RE E S 0 USS C S p LE ER DG SIDE OF G.T. USE (4) BOTTOM OF TRUSS/ 1 >01 LEDGER AT GIRDER 16d NAILS) D03 LEDGER @ OPEN TO BELOW 3/4"=1'-0" GIRDER SEE PLAN FOR WINDOW ATTACHMENT WINDOW SEE PLAN INFO. IF WALL FOR LOCATION SHEATHING ISN'T CONT. LSTA18 STRAPS ARE 2x BLOCKING w/ (2) 12d REQ'D FROM STUDS TO TOENAILS EACH SIDE GIRDER BELOW 1 SEE FOUND. PLAN FOR FTG. REQ. 1 1 1 Z 1-1/2"=1'-0.. wills IF WALL SHEATHING IS SEE LD02/SD4 FOR STOPPED BELOW MORE INFO IF •.. 2x6 #2 SYP CONT. :: Q EXTERIOR SHEATHING ROOF LINE TRUSSES ARE LEDGER W/ (2) Ya x3 1/2 LCESS LEDGER INTO SDS WOOD SCREWS @ I SIMPSON LUS26.USE �e. FLOOR TRUSS; SEEFLOOR LUS26-2 FOR 2PLY FRAMING PLAN FOR R W/ 16" O.C. MAX. & 3" FROM TOP OF WALL 2x BASE PLATE W/ 12d PARALLEL TO WALL N TO BOTTOM OF SILL @ 24" O.C. TO FLOOR ROOF SHEATHING (2) 2x HEADER PLATE ATTACH PER 2x4 CONT. W/ (2) 12d SYSTEM BELOW ATTACHED PER NAILING SCHEDULE NAILS TO EACH STUD NAILING SCHEDULE ROOF SHEATHING 2nd STORY WALL PER PLYWOOD FLOORING SEE FLOOR PLAN ATTACH PER NAILINGSEE PLAN FLOOR FRAMING 1 IMPSON H2.5 EA. I SCHEDULE �RUSS PLAN FOR MORE INFO 1 FOR MORE INFO 1 1 IPRE-ENGINEERED ( 1 TRUSS PER PLAN �\ SEE PLAN FOR 1 I— TRUSS DIRECTION — 1 1 &MORE INFO — 1 — — - — — 1 SEE FOUND. PLAN FOR FTG. REQ. 1 1 1 Z PLATES U.N.O. wills •.. 2x6 #2 SYP CONT. :: Q z LEDGER W/ (2) Ya x3 1/2 LCESS LEDGER INTO SDS WOOD SCREWS @ I SIMPSON LUS26.USE �e. FLOOR TRUSS; SEEFLOOR LUS26-2 FOR 2PLY FRAMING PLAN FOR R W/ 16" O.C. MAX. & 3" GIRDER SEE PLAN FOR 1/2" THREADED ROD SEE BEARING AT OPENING LARGER THAN 4'-2" ATTACH TOP O A SCHEDULE ON FLOOR PLANS FOR ncPLATE TO HEADER WITH LSTA12 BENT OVER U O N (2) 2x HEADER 1 SEE FLOOR PLAN 1 1 1 1 FOR MORE INFO 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2x STUDS SEE PLAN 1 STUDS ABOVE ARE 1 1 1 TO ALIGN W/ STUDS 1 1 1 1 BELOW 1 1 1 1 1 1 1 1 1 1 B 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2x SPF BASE 1 PLATE PRE-ENGINEERED 1 E D 1 1 FLOOR SYSTEM 1 KNEEWALL OR BEAM (2) 2x SPF TOP 1 PLATES U.N.O. 1 1 1 1 1 1 1 1 1 (2) 2x HEADER 1 1 1 1 SEE FLOOR PLAN 1 1 1 1 .FOR MORE INFO 1 2x STUDS SEE PLAN STUDS ABOVE ARE TO B ALIGN W/ STUDS BELOW I I 1 1 t 1 1 1 1 1 ' 2x P.T. BASE PLATE SEE BEARING SCHED. 1 FOR A.B. INFO 1 1 1 A 1 1 SEE FOUND. PLAN FOR FTG. REQ. 1 1 1 Z J �--- Z •.. 2x6 #2 SYP CONT. :: Q z LEDGER W/ (2) Ya x3 1/2 LCESS LEDGER INTO SDS WOOD SCREWS @ I SIMPSON LUS26.USE �e. FLOOR TRUSS; SEEFLOOR LUS26-2 FOR 2PLY FRAMING PLAN FOR R W/ 16" O.C. MAX. & 3" GIRDER SEE PLAN FOR 1/2" THREADED ROD SEE BEARING AT OPENING LARGER THAN 4'-2" ATTACH TOP O A SCHEDULE ON FLOOR PLANS FOR ncPLATE TO HEADER WITH LSTA12 BENT OVER U O N RU SS. VE IFY TRUSS DIRECTION AND CONNECTION W RUSS SHOP FROM EA. END -USE (3) MORE INFO MAX 5" FROM KING STUD W/ (5) 10d NAILS INTO TOP. PLATE AND (5) 10d Q CONNECTION DETAIL RAWINGS SCREWS FOR 24" O.C. SEE TRUSS LAYOUT NAILS INTO HEADER W ? _ 2x8 SYP #2 LEDGER W/ FOR TRUSS LOCATION IF PORTIONS OF THIS WALL p U) MIN. (4) 16d NAILS TO & CONNECTION INFO SEE CHART FOR REQUIRED JACKS / IF 2ND FLOOR HEADER SITS OVER 1 ST ARE EXTERIOR, PROVIDE EXT. W MASONRY WALL PER B D O EA. TRUSS, 24" O.C. PLAN O KINGS # OF STUDS TO MATCH FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER OPT. �j �+ RECESS MAX. (AT EA. SIDE OF BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO a O T. TRUSS RECESS LEDGER G.T. USE (4) 16d NAILS) BOTTOM OF FLOOR SYSTEM � OIF FLOOR TRUSS DOES NOT ALIGN DIRECTLY Z E UNDER 2ND STORY COLUMNS, PROVIDE Q SOLID BLCOKING WITHIN FLOOR SYSTEM 0 D04 LEDGER @ LOW ROOF F1 TYPICAL CONNECTION @ GIRDER OR BEAMF1 2 STORY INTERIOR BEARING WALL UNDER 2ND SOTRY COLUMN LOCATION. o 0 z 3/4"=11-0"3/4"=1'-0.. 111=11-011 `: W11 F— m M Q~ c~n O J O V) W LL rvl o W 0 1 o LU 0 0 L It =m W H O V W 0w �Z0 LUN < H O v � o: I— U) STRUCTURAL ENG: CFG / BED J— —--- ---- --- DRAFTING: H Z-STRUCT. BM W------- QC --_ QC CHECK: CC Ult..p � JOB No. TM - 2150648 SCALE: AS INDICATED ,,: O DATE: 06/10/2015 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. _ p Y t� SD6 W Q 0 - v FAR I Y WALL OR CONTRACTOR TO ELEVATOR WALL SEE CONSTRUCT PANELS STUDS REQ'D @END STANDARD (3) 2X12 TO OF LANDING W/ MIN. (6) STRINGERS W/ MAKE PANELS 1'V"'DTH PLAN SLIDE INTO THE 16d NAILS FROM SIMPSON A34 CLIP TO OF ELEVATOR DOOR 6" MIN. THRUELEVATOR SHAFT DOOR OPENING, H LEDGER TO STUD FLOOR SYSTEM MIN. 7/16. SHEATHING z PACK W/ 8d RING SHANK 1 3 2 WIDTHS MAY VARY. w Xj PANELS 1 AND 2 TO BE 0 MIN 8" BEARING FOR NAILS @ 6" O.C, ON INSTALLED AND wFn Z LINE UP 2xJOIST IN CENTER PANEL. ALL EDGE AND 12" O.C. IN LINE WITH MIDDLE OTHER PANELS TO FIELD SHIFTED OUT TO 0 STANDARD (3) 2L 2x12 STRINGER TO BEBEAR " ALLOW FOR PANEL 3 LU ON LEDGERS � STRINGERS W/ UTILIZED AS BLOCKING (WHICH IS LONGER) TO p SIMPSON A35 / A34 o ATTACH PLATFORM TO BE INSTALLED LAST U CLIP TO FLOOR LEDGER W/ 1/4" X 3.1/2" PLATFORM LAYOUT AND WILL AID LOCKING z (, SYSTEM &LANDING 2xJOISTS @ LANDING SDS SCREWS @ 12 EVERYTHING FRAMING O.C. ON ANGLE TYP. TOGETHER. 5 C9 @ 16"O.C. W/ SIMPSON z - LLI 5 C Z A35 OR LUS26 HANGER FLOOR SY M MID SPAN BLOCKING m R A I - z ON EACH SIDE io 2 M 2 2X6 #2 SPF CONT . 10" MIN. W/ O 12 d TOENAILS � Of o O g _ TLEDGER W/ (2) 174" X 0 0 3-1/2" SDS SCREWS @ F wo ,fl RIMBOARD 16 O.C. MAX INTO 2X6 #2 SPF RIM BOARD o W/ (3) 16d NAILS INTO STUDS OR FLOOR N 2X6 #2 SPF JOISTS @ SYSTEM TYP. EACH °o JOISTS = W 12" O.C. W/ (3) 16d END END UNDER W\ H W NAILS FROM RIM JOIST PLATFORM ° w WIDTH OF LANDING (2) 2x BEAM PER SCHEDULE 4'-0" MAX 2xJOIST (P.T. IF ATTACHING TO STAIR WINDER DETAIL TO JOISTS W/ 2X6 MID REQ'D @ END OF LANDING MASONRY WALL) CONT LEDGER SPAN BLOCKING w 2X6 #2 SPF @ 12" O.C. ` i MAX 6 _� ® w FOR STRINGERS TO MID SPAN BLOCKING TO w( (3) 16d NAILS @ 16 O.C. MAX.>® ,, •••. ��°r a o CONNECT TO. BEAM TO MATCH JOIST DEPTH W/ (3) TO EACH STUD. ((2) 1/4" x 3 1/2" SEE PLAN FOR ®® .•° q� ' .�.� ® _ CN BEAR DIRECTLY ON BUILT 10d TOENAILS EACH END TITENS @ 16" O.C. MAX. FOR ADDITIONAL BEARING ® '�Z� UP COLUMNS BELOW MASONRY WALL) WALL INFORMATION r`' Q' ",. 0 rSTO4�ELEVATOR TEMP. FL MAxs z A -A PLAN VIEW 90 DEGREE TURN LANDING OOR _ U MIN 7/16" FLOOR SCALE: 3/4" =1,-0" PLATFORM DETAIL ;'� •.®••a �. °sem®,. SEE SCHEDULE FOR MAX WIDTH OF LANDING SHEATHING Z.)Q - MIN. (3) 2x SYP #2 2xJOIST LEDGER P,T. PLYWOOD SHEATHING 2x4 CONT. TOP PLATE ` J O STUDS REQ'D @ END IF ATTACHING TO(, OVER LANDING 3Yz' ATTACH TOP PLATE TO i/®//OIIIA ,,10 � U_ OF LANDING W1 MIN. (6) MASONRY WALL) ATTACHED PER 2x4 #2 SPF STUDS @ STUDS W/ (2) 16d TOE g 16d NAILS FROM GENERAL FLOOR SEE ARCH PLAN 3i 2x4 CONT. TOP PLATE 24„ O.C. MAX 4' 0” AB NAILS v) LEDGER TO STUD- OVE FLOOR (ATTACH TOP PLATE w CONSTRUCTION PACKSEE PLAN FOR DEPTH 3/4" PLYWOOD OR OSB 16" O.G. NOTES 2x4 #2 SPF STUDS @ TO STUDS W/ (2) 16d ii OF LANDING SHEATHING OVER MAX x x 24" O.C. W/ (2) 12d TOE NAILS 2x6 VERTICAL @ 6'-0" O LANDING ATTACHED NOTCH SILL PLATE TOENAILS BOTTOM O PER GENERAL FLOOR BEAM @ END OF O.C. MIN. AND @ ANY FOR VERTICAL 2x4 SILL PLATE w/ (2) L) LANDING PER OPENING. W/IN 10d NAILS 4" O.C. NOTCH SILL AND 2x4 #2 SPF STUDS @ ❑ Com+ 4'07 CONSTRUCTION HANDRAIL KNEEWALL @ PLYWOOD FLOORING 24" O.C. EVERY OTHER Z !i,l'J NOTES SCHEDULE (NOTCHED @2x6 Q N TO ALLOW VERTICAL STUD TO BE M o � 2x L -BRACE W/ 12d VERTICAL LOCATIONS). _ O r MID SPAN BLOCKING TO SLIDE DOWN TO NOTCH FLOOR ATTACHED TO I JOIST STANDARD (3) 2X12 NAILS @ 4 O.C. FACE OF I -JOIST SHEATHING TO BELOW (OTHERWISE w o TO MATCH JOIST ,y SYP #2 STRINGERS W/ DEPTH W/ 3 10d ACCOMMODATE 2x ATTACH W/ (2) 12d d 0 SIMPSON A34 / A35 O ATTACH 2x6 VERTICAL TOENAILS @ BOTTOM) TOENAILS EACH END SIMPSON A35 CLIP TO FLOOR 2x6 VERTICAL AND TO I -JOIST W/ (3) Y4" x 3" U _ SYSTEM & LANDING CONNECTIONS L -BRACE @ 6'-0" O.C. & SDS WOOD SCREWS w_ SECTION X -X 2x4 SILL PLATE W/ (2) p FRAMING z @ ANY OPENING EQUALLY MASONRY WALL OR 16d TOE NAIL EA, w, o SPACED/CENTERED IN + + 2x4 CONT. TOP PLATE FRAME WALL BEYOND CONT. BRACE & 10d Z ., ATTACH TOP PLATE TO 3 _ 0 g 4/ I -JOIST TO OUTSIDE +8' + NAILS @ 4" O.C, TO O w STUDS 2/ (2) 16d TOE '�` FACE OF JOIST , p NAILS + + FLOOR SHEATHING j ►� O 2x4 #2 SPF STUDS @ DOUBLE I JOIST PARALLEL TO FLOOR + + _ I- �-- ATTACH 2x4 TO I JOIST wA w o 24" O.C. W/ (2) 12d N.T.S. �- W pp U W/ (2) %4'x3" SDS u i +! B -B CROSS SECTION OF BEAM TO LEDGER TOENAILS BOTTOM 3 ' SCREWS EQUALLY SEE PLAN FOR SLICE CUT PLYWOOD 2x4 CONT, TOP PLATE SPACED & CENTERED MASONRY WALL OR FLOORING FOR STRAP ATTACH TOP PLATE TO OIL SEE ARCH PLAN WOOD WALL STUDS W/ (2) 16d TOE MAX. 4'-0" ABOVE FLOOR IN I -JOIST j NAILS B p B X X 8„ WIDE WEB 2x4 #2 SPF SILL PLATE STIFFENER @ 48” O.C.CD W/ (2) 10d NAILS @ 4" 2x4 #2 SPF STUDS @ PERPENDICULAR TO FLOOR (@ EA. BRACE) W/ (2) Q 0 O.C. 24" O.C. W/ (2) 12d 2x4 SILL PLATE W/ (2) ROWS OF 10d NAILS @ (n TOENAILS BOTTOM 10d NAILS @ 4" O.C. „ w � g'* (NOTCHED @ 2x6 3 O.C. NOTE: O W (2) 2x BEAM PER SCHEDULE L 2x JOISTS PER 2x JOIST (P.T. IF ATTACHING TO (2) SIMPSON LSTA24 STIFFNER TO BE z o ' M NOTCH SILL AND VERTICAL LOCATIONS). Q 06 REQ'D @END OF LANDING SCHEDULE @ LANDING MASONRY WALL) CONT LEDGER STRAP (1 EA. SIDE OF FLUSH W/ OUTSIDE OF O z � FOR STRINGERS TO CONNECT @ 16"O.C. W/ SIMPSON W/ (3) 16d NAILS @ 16" O.C. MAX. BEAM TO. BEAM TO BEAR DIRECTLY A35 OR LUS26 HANGER TO EACH STUD, ((2) 1/4" x 3 1/2" AT LANDING ON BUILT UP COLUMNS BELOW ON EACH SIDE TITENS @ 16" O.C. MAX. FOR OF LANDING MASONRY WALL) 2x8 A -A PLAN VIEW a@ 180 DEGREE TURN LANDING. NOTCGFRsToBE 2x6 6'-0" NOTCHED AT LANDING -- - -- - JOB No. SEE SCHEDULE FOR MAX WIDTH OF LANDING (3) 16d TOENAILS 3/4" O.S.B. W/ 8d NAILS (1) 2x8 2x6 @ 3" O.C. TOP AND A35 @ EA. STRINGER (3) 2x12 BOTTOM CHORD TO LANDING 11'-0" -JOIST PER 2x6 6'-011 FRAMING PLAN W/ SQUASH SEE AR S. FOR MAX. (1) 2x8 BLOCK OR RISE STEPS AND BEAM/FLOOR MI . TREAD DEPTH 8'-011 TRUSS PER PLAN (2) 2x12 2x6 6'-0" (1) 2x12 PENDING LANDING 01 HEIGHT AND PLAN 2x12 STRINGERS ONE 2x6 LAYOUT. HEADER WITHIN ON EACH SIDE AND (3) 2x12 SUPPORT WALL COULD ONE @ MID -SPAN (2)2x12 BE REQUIRED. SEE PLAN 7'-0" 9'-0" FOR REQUIRED HEADER AND SUPPORT A34 @ EA. STRINGER (1) 2x8 INFORMATION.' TO LANDING A (3) 2x12 2x8 9,-0,, A 2x ATTACHED TO 7,_0„ 8'41 STRINGER 2x JOIST (P.T. IF (2) 2X BEAM PER ATTACHING TO 2x12 STRINGERS ONE SCHEDULE END OF @ MASONRY WALL) CONT ON EACH SIDE AND LANDING FOR STRINGERS LEDGER w/ (3) 16d ONE @MID -SPAN TO CONNECT TO. BEAM NAILS @ 16" O.C. MAX. 7'-0" TO BEAR DIRECTLY ON TO EACH STUD, ((2) 1/4" BUILT UP COLUMN x 3 1/2" TITENS @ 16" A35 CONNECTION BELOW. O.C. MAX. FOR 6'-0" (2) 2x12 MASONRY WALL) 8'-0" MIN. (3) 2x4 SPF #2 COLUMN WOOD OR MASONRY (1) 2x8 BASE PLATE WALL SEE PLAN FOR - ATTACHED PER PLAN MORE INFO BEAMMOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING (3) 2x12 2x8 8'4" 12'-0" (2) 2x12 2x6 6'-0" (1) 2x12 -- - -- - JOB No. V[ OF w STAIR FRAMING INFO SCALE: 3/4 - 1-0 (20 PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. TO ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 4 (1) 2x8 2x6 4'-0" TM - 2150648 _-- - _ - SCALE AS INDICATED (3) 2x12 2x8 8'-0" 11'-0" (2) 2x12 2x6 6'-011 (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 8'-011 10'-0" (2) 2x12 2x6 6'-0" (1) 2x12 ST1r COPYRIGHT _ MCD 2014: The information contained in this document is copyrighted and is the (1) 2x8 2x6 4'4" (3) 2x12 2x12 (2)2x12 2x8 7'-0" 9'-0" (1) 2x12 (1) 2x8 2x6 5,_0„ (3) 2x12 2x8 9,-0,, (2) 2x12 2x8 7,_0„ 8'41 (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x12 9'-01. (2) 2x12 2x8 7'-0" 7'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 6'-0" (2) 2x12 2x8 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 5'-0" OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 2x6 6'-0" STUD) EVERY 48" O.C. PLYWOOD FLOORING BOTTOM CHORD r (aa E W 1 TO ALLOW VERTICAL U (.%7 � Z F o m= FLOOR BEAM CONDITION TO SLIDE DOWN TO O H S ,�� z� FLOOR BEAM SEE FACE OF I -JOIST w J Q or PLAN 2x6 VERTICAL AND _ Q COC Q L -BRACE -" ~ Z z n ej Q ATTACH 2x6 VERTICAL @ 6 0 O.C. & = Q < TO I -JOIST W/ (3))/4" x 3" @ ANY OPENING CLO, E Y4 SDS WOOD SC EWSw W M Q EQUALLY 2 I -JOIST SEE PLAN U W :z SPACED/CENTERED IN Q J W O ST02 SECTION H F olE oFo ou-rsIDE � I- C' � HANDRAIL W/ JOIST SINGLE I JOIST PARALLEL TO FLOOR O I- N.T.S.SCALE: 3/4" =1-0" LU CONN. Q LU Z = 3/" LU 1 ❑ �� 2x4 CONT. TOP PLATE (0 �— SEE ARCH PLAN 2x4 CONT. TOP PLATE ATTACH TOP PLATE MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO ( D - TO STUDS W/ (2) 16d g STUDS W/ (2) 16d TOE 3 1/2" TOE NAILS X i X NAILS z 2x4 SILL PLATE W/ (2) 2x4 #2 SPF STUDS @ p 24" O.C. W/ (2) 12d 2x4 #2 SPF STUDS @ Q 10d NAILS @ 4" O.C. TOENAILS BOTTOM 2x4 CONT. TOP PLATE 24" O.C. EVERY OTHER 0 (NOTCHED @ 2x6 ATTACH TOP PLATE TO STUD TO BE ❑ 0 VERTICAL LOCATIONS). STUDS W/ (2) 16d TOE 32' ATTACHED TO TRUSS z NAILS BELOWOTHERWISE NOTCH SILL AND 1 i SEE ARCH PLAN ( w RI ONG MAX. 4-0 ABOVE FLOOR PLYWOOD FLOORING ATTACH W/ (2) 12d 11 TOENAILS BOTTOM H 00 TO ALLOW VERTICAL @ ) � m M TO SLIDE DOWN TO 2x4 #2 SPF STUDS @ X X Z H 2x6 VERTICAL AND FACE OF TRUSS 24" O.C. W/ (2) 12d NOTCH FLOOR 2x4 SILL PLATE W/ (2) < � Z 0 L -BRACE 6'-0" O,C. & 16d TOENAIL EA. @ TOENAILS BOTTOM SHEATHING TO cn Q J .,I @ ANY OPENING ATTACH 2x6 VERTICAL TO ACCOMMODATE 2x CONT. BRACE & 10d _ .. TRUSS W/ (3) Y4' x 3" SDS WOOD 2x4 SILL PLATE W/ 2 NAILS @ 4" O.C. TO ~ LI.I W SCREWS EQUALLY O _ FLOOR SHEATHING NOTCH SILL AND 10d NAILS @ 4" O.C. O SPACED/CENTERED IN TRUSS PLYWOOD� �`- O FLOORING (NOTCHED @ 2x6 I— W DOUBLE TRUSS PARALLEL TO FLOOR TO OUTSIDE FACE OF TRUSS ❑ 0 H TO ALLOW VERTICAL VERTICAL LOCATIONS). ATTACH 2x4 TO TRUSS w N.T.S. TO SLIDE DOWN TO W/ (2) Y4"x3" SDS z W FACE OF TRUSS SCREWS EQUALLY CD m 2x4 #2 SPF STUDS _-� SPACED & CENTERED w 0 = Z ---- 24" O.C. ATTACH 2x6 VERTICAL AND s° ❑ () J V W �- 2x6 VERTICAL @ 6'-0" @ CH 2x6 VERTICAL IN TRUSS � �- Z 0 -� O.C. MIN. AND @ ANY TO TRUSS W/ (3) Ya° x 3" L -BRACE @ 6-0 O.C. & - W SDS WOOD SCREWS @ ANY OPENING 8„ WIDE WEB w 0 Q Q = OPENING W/IN EQUALLY STIFFENER @ 48" O.C. � ry ~ ~ HANDRAIL NOTCH SILL PLATE (@ EA. BRACE) W/ (2) H � KNEEWVALL SPACED/CENTERED IN TRUSS SEE PLAN U CL FOR VERTICAL TRUSS TO OUTSIDE ROWS OF 10d NAILS @ p FACE OF TRUSS 3 O.C. NOTE: STIFFENER TO BE STRUCTURAL ENG: CFG / BED J-_........ - -- . ------ 2X8 P.T. SPF #2 (MIN.) LET -IN FASTEN TO SLAB USING MIN. (4) 4' 2x JOIST PER NOTE: 2x L -BRACE W/ 12d NAILS @ 4 O.C. SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR N.T.S. FLUSH W/ OUTSIDE OF BOTTOM CHORD Q DRAFTING: X 3" EVENLY SPACED TAPCONS MAIN. END DISTANCE OF 1-1/2" @ SCHEDULE 1. BASED ON MIN. TREAD DEPTH OF 10 AND MAX. RISER HEIGHT OF 7-3/4 2, IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT Z STRUCT: BM -- - -- — CHECK: CC STO GENERAL LANDING HEIGHT OF LANDING P 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR ER FLOOR PLAN STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE INSIDE BEAM. NAIL 1 �I�� rSTO3�.nom ln, N HANDRAIL SECTION ` fIAN D RAT L • 0QC -- - -- - JOB No. V[ OF w STAIR FRAMING INFO SCALE: 3/4 - 1-0 (20 PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. TO ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 4 " - �� FLOOR TRUSSES SCALE. 3/4 -1-0tl ���--l7 n; ° = TM - 2150648 _-- - _ - SCALE AS INDICATED UNDMR BEAMS E MS LESS THAN 2x12) SECTION X -X �, ~ DATE: 06/10/2015 ST1r COPYRIGHT _ MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. An use du or transfer of these documents without th Any duplication, e expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES LLC is strictly prohibited --- , MORD COPY A A g - 6 E� - - --