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385 Red Rose Ln 16-3352 (a)THORNBROOKE 50's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONO FOOTING, ALUMINUM OVER 2x6 5U5 FASCIA, 5HINGLE ROOF, ELECTRIC HEAT, 50 COAL. ELECTRIC W.N., 200 AMP SERVICE/PANEL BOX, PAVER DRIVE AND LEAD WALK5, PAVER ENTRY, AND ACRYLIC AT LANAI, LOT 32 - THORNBROOKE 50 's DARLINGTON GARAGE LEFT - 2585 - ELEV. "C " TAYLOR MORRISON 10-25-16 CREATED LOT 5PECIFIC PLAN FOR LOT 32 IN THORND)ROOKE 5015, ELEVATION "C" GARAGE LEFT W/ PLAN OFTION5 INCLUDING: CEILING FAN FRE-11IRE5 (6), FRONT DOOR GL455 I1\15FRT, UNDER CABINET LIGHTING IN KITCHEN, SECOND 51NK IN BATH 3, DEN OPTION, TRAY CEILING IN MASTER SUITE, 9' POCKET 5LIDER, 8' INTERIOR DOORS AT MAIN FLOOR ONLY, RECE55EID CAN LI6HT5, VENT HOOD OUTSIDE AND R-35 IN5ULATION. PLAN REVISIONS RECORD COPY DRAWING INDEX COV -GENERAL NOTES, INDEX, SPECIFICATIONS 1 -SLAB INTERFACE PLAN 2A1 -MAIN FLOOR PLAN NOTES 2A2 -MAIN FLOOR PLAN DIMENSIONS 2B1 -UPPER FLOOR PLAN NOTES 2B2 -UPPER FLOOR PLAN DIMENSIONS 2C -PLAN DETAILS 3C1 -FRONT ELEVATION 3C2 -SIDE ELEVATIONS, ROOF PLAN, BUILDING SECTION 30 -FLASHING DETAILS 3C4 -FLASHING DETAILS 4A -MAIN FLOOR ELECTRICAL PLAN 4B -UPPER FLOOR ELECTRICAL PLAN REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER _I M ATE SANFORDBUILDING DIVISIpN A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED Results to be Verified at Slab Inspection #16-3352 (r1 Nl f��l. C;ONS�RUCTION NOTE& CHAPTERS AND 5ECTION5 REFER TO F.B.C.R. - 5TH EDITION (20`4). NOTE: ANY D'MFN51ON5 AND/OR C41-LOUT5 WITHIN THI5 SET OF DRAWINGS REFERENCING LUMBER 51ZE5 OR WALL THICKNE55 ARE TO DE CONSIDERED "NOMINAL DIMENSION;)" 0("CJFANCY AND ",()NC) RUI(l I ION llYPC: THI5 UNIT H45 AN R3 OG31JILID NG TYPE V -B CLA551!=1C,AT10N. EXTERIOR BUTDER 15 RESPONSIB : 70R PROVIDING AND MEETING ALL REQUIREMENT5 OF `iECTION 101.2.4 OF THE F.B.G.-BUILDING BY PROVIDING ALL DETAIL5 L15TF-D UNDER TH16 SECTION, INCLUDING BUT NOT LIMITED TO, THE N5T41.L4TION INSTRUCTIONS ,',ND /,LL 5UPPORTING DOCUMENTATION TO ENSURE THE WEATHER RE515TANCE OF THE EXTERIOR WALL ENVELOPE 15 MAINTAINED. CEILING! CON TRU(,' ION: I. THE GARAGE 5H4LL Big SEPARATED FROM THE RE5IDENCE AND 1r5 ATTIC BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM 504RD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOM5 5H4 l., BE SEPARATED FROM ALL HABITAKF ROOMS ,1BOVF 13Y NOT LE55 THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING 455EMBL.Y, THE 5TRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH F.B.C.R. - 5TH EDITION (2 014) 81023.5. EXTERIOR FINI5HE : IN5T4LL4TION OF EXTERIOR LATHING AND FRAMING APPLICATION REEQUIRFMENT5 TO BE PER F.B.C,R. - 5TH EDITION (2014) R103.6.1 AND ASTM C 1063, ALL LATH AND LATH ATTACHMENTS 5H4LL BE OF CORRO51ON-RE3I5TANT MATERIAL. EXPANDED METAL. OR WOVEN WIRE LATH 54ALL BF ATTACHED WITH 11/2 INCH II GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR 45 OTHERW15E APPROVED. THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER RB.C.R. - 5TH EDITION (2014) 8103.6.2 AND ASTM C 926, PER F.B.G.R. 5TH EDITION (2014; 8103.6.2.1 WEEP 5GREED5 5HALL. 5F A MINIMUM NO, 26 GALVANIZED SHEET GAUGE CORR0510N-RESI5TANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL. ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDE: D AT OR BELOW THC PLATE LINE ON EXTERIOR STUD WALL5 IN ACCORDANCE WITH A5TM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHED ABOVE THE E=ARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RE515TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE, THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THC '�TTAGHMFNT FLANGE OF THE WEEP 5CREFD, PER F.B.C.R. 5TH EDITION (2014) 8103.6.3 WATER RES15TIVE 13ARRIER5 IN5TALL.ED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RE51571VE V:JIFOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER, STUCCO APPLICATION AND CURING, PER F.15C,R. 5TH EDITION (2014) R103.6.5 OR IN ACCORDANCE WITH ASTM C 926, S 1°UCCO CONI ROL. JOINI �^): 5TUCCO CONTROL. JOINTS TO 511- INSTALL[[) PCR ASTM C 1063-06 (1.11.4.1 THRU 1.11 ,.4) AT FRAMED WALL -5 TO DELINEATE AREAS NOT MORE THAN 144 5.F, AND DELINEATE AREAS NOT MORE THAT 100 S.F. FOR HORIZONTAL AF FILICAT ON5, D1STANGE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IE FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO 1. A CONTROL JOINT SHALL BE N5TALLED WHERE CEILING; FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCUR5 IN B45E EXTERIOR WALL, WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOIN75. E(;f�ESS: 1, EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIE5 WITH PiRE55 CODE5, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR, THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FIN15H FLOG LINE OF THAT PARTICULAR ROOM, FL45kiI N6: 1. FLASHING 5HALL BE INSTALLI` AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORRO510N-RE5'5T4NT FLASHING SHALL BE APPLIED 5HINGLE F45HIONIN SUCH A MANNER 45 TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING 6TRUCTUR4 FRAMING COMPONENTS. THE FLASHING 5H4LIL EXTEND TO THE: SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORRO5CN-RE55T4NT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103.6. WINDOW INSTALLA ON: I. WINDOWS SHALL BE IN 7TALLEli AND FL,454I:) IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS, WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EA�'H WINf;OW. DIJELLIN(i / CiARA(_E 01=:NINrS: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE FQUIFF FD WITH SOLID WOOD DOORS NOT LESS THAN 13/0" IN THICKNESS, 50LID CORE (5.CJ OR HONEYCOMB CORE STEEL DOORS NOT IVE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPER WITH A SELF-CLOSING DEVICE, FLOOD LONE RE0JlIRE1lI-NT3: PLAN MEETS OR EXCEED5 FEM : FLOOD FINISHED GARAGE FLOOR FLEVA'ION. ASPHALT SHINGLL 5 (II "jDF'LIGAf 31 E) I. WIND RESISTANCE OF ASPHALT SHINGLES ASPHALT 5HINGLE5 5H4LL FE INSTALLED IN ACCORDANCE WITH SECTION R90516 AND 8905.2.61 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF 5LOFF-5 OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL 12)2) AND LE55 THAM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE II, ASTM D 4869, TYPE II OR TYPE IV OR 45TM D 6151 IS REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1. FOR R^9" SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING UT N ASTM D 226, TYPE 11, A5TM D 4869, TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1. CLAY AND CONCRETE 'IL.E (IF A FL.IC.A15LF) : THE INSTALLATION OF C:i, 4Y AND CONCRETE TILE PER F.B.C.R. - 5TH EDITION (2014) 89053 SHALL BE IN ACCORDANCE WITH THE MANUFAGTURER'5 INSTALLATION IN5TRUGTIONS, OR RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WIND CONCRETE ANI: CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VA9D 15 DETERMINED IN ACCORDANCE WITH SECTION R301.2.1.3 OR THE RECOMMENDATIONS OF R45 IIB, 119 OR 120. REQUIRED UNDFRI-AYMFNT PER F.B.C.R. - 5TH EDITION (2014) 8905.3.3 SHALT. CONFORM WITH 45TM D 226, TYPE 11; A5TM D 2626, TYPE 11; OR ASTM D 1910 OR 45TM D 6380 CLASS M MINERIL ;�)URFAGED ROLL ROORNCi AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, `iFTH F;:ITION WHERE THE VASD 15 DETERMINED IN ACCORDANCE WITH SECT ION 8301.2.1.3 OR THE RECOMMENDATIONS OF R45 118, 119 OR 120. CHIMNEY HFIGHT 01. APPLICAE)LE_) : 1. WHEN 5TAND4RD OR CI'TION; FIREPLA( LF 15 TO BE INSTAL LED THE GH'MNEY MUST EXTEND Y-0" P45T THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 2'-0" HIGHER THAN THE ROOF OR RIDGE THAT 15 10'-0" AWAY OR CLOSER. TUB AND SHOWER "\RE"'',S: 1. CEMENT, FIBER -CEMENT, OR GI_A55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C12S8, 01325, OR C1118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHrIIL BE USED 45 5AGKER5 FOR WALL TILE IN TU5 AND SHOWER 1REA5, AND WALL PANELS IN SHOWER AREAS. TERMITE PROTEG ON: 1. PENETRATION. PROTEC7iVE 5LEEVE5 AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE 51.-EEVE 5HALL HAVE A MAXIMUM WALL THICKNE55 OF 0.010 INCH, AND BE 5E4LED WITHIN THE 51-45 USING A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THF PIPE AND THE SLEEVE. NO TFRMITIGIDE5 SHALL BE APPLIED IN51DE THE SLEEVE, 2, PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RI6ER5 FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT 1305 mm) AWAY FROM THL. STRUCTURE 51DEW4I-1, WHETHER BY UNDERGROUND PIPING, TAIL EXTEN51ON5, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE,55 THAN 6 INCHE5 ,152 mm) HORIZONTAL PROJECTION LFXCFPT FOR GABLE END RAKE5 OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND LVA(,: L ENERGY CALCULATIONS FOR 2;EATINC, AND COOLING CAPACITIE5 5041-1,. 5E FURNISHED BY THE GENERAL CONTRACTOR 45 AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE AGCF555LE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING IN51"FCTED, SERVICED, REPAIRED, OR REPLACED, A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE FROAI)ED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUGT5 PENETRATING THE WALLS OR CEIL INC'i5 5FP4R4TING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. X26 GAUGE (0.48 mm) 5HEET STEEL OR OTHER APPROVED MATER,%L AND SHALL HAVE NO OPENING5 INTO THE G4RAGE, 4. FOUNDATIONS AND 5UFFORT5 FOR OUTDOOR MECHANICAL 5Y5TFM5 5H/4.LBE R415ED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND 5H4LL AL50 CONFORM TO THE MANUF4CTURER15 INSTAL. ATCN IN5TRUGTION5, 5, AUXILIARY DRAIN PAN. CATFGORY IV CONDEN5ING APPLIANCE5 51HA;l, BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR A5 A RESULT OF STOPPAGE IN THE CONDEN5/ITE DRAIN PIPING SYSTEM. THESE PAN5 5HALL BE INSTALLED IN ACCORDANCE WITH THE. APPLICABLE PROVISIONS OF 5ECTION51114113, EXHAU5T FANS AN[) VEN IN& 1. OUTDOOR DISCHARGE. THE AIR REMOVED F)Y EVERY MECHANICAL EXHAUST 5Y5TEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2, EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS 5144I-1- NOT F3E RECIRCULATED WITHIN A RE51DENCE OR TO ANOTHER DWELLINCT UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM E3ATHROOM5 AND TOILET ROOl"15 5HALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS IN51DE THE BUILDING. 3. DUCT LENGTH. THE Mr+XIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL, NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 25 FEET ('162 mm) FOR EACH 45 DEGREE (0.19 RAD) REND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.(o RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHER - 1 !'L-OTHES DRYER E3005TER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCL UDING, 'aNY TRANSITION DUCT, 5HALL BE PERMITT=D TO RE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER 6005TER FAN IS INSTAL!.ED AND NOT READILY 4CCE5515LAF FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTFR5 THF W4.1.-. THE LABEL. SHALL DEAR THE WORDS "105 DRYFR EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4, PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBG, ATTENTION GkNERA"L, CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODE5 PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAT TER'5 OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVI51ON5 OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY. OTHER PARTY OTHER THAN THF DR4FTER'5 OFFICE, THE DRAFTER 5H41 NOT BE HELD RESPONSIBLE. REV. 09-29-2016 "' �► :' DEC • JOB NUMBER 26002.254 CAD FILE NAME LOT 32 TB ISSUED 10-25-16 REVISED a: M y DAVIS BEWS DESIGN GROVP vo x CO TjkNAPA • DENVER a EST. 1994 F _ r0 C ..1 J��O 0 J "o �J ,,,,1 • s OU�M s 6•� 2 N - N L >_>JT 6 ILco• 00 °o"h = 0 0C0 31E ro � a h Z" ov201 • JOB NUMBER 26002.254 CAD FILE NAME LOT 32 TB ISSUED 10-25-16 REVISED Eu a: M y DAVIS BEWS DESIGN GROVP vo 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TjkNAPA • DENVER a EST. 1994 F _ Eu TI TLE • COVER SHEET GENERAL NOTES • SHEET • a: M vo ..1 �J ,,,,1 • s a 0) N , s 6•� 2 e TI TLE • COVER SHEET GENERAL NOTES • SHEET • 111 521-411 11.811 -411 '4 rq AIR HANDLER .oll OLELEVATION LINE5 FO MITH (-) V-4' UPPER LOOR 1161 / FT. V. 4 65'41 TAYLOR MORR15ON USH) BORA-CARE TO TREAT FHE INTERIOR FRAMED W415 CO PREVENT 5UETERRANEAN TERMITES G.G. VERIFY THAT DF(,C [)RAIN 16 IN5TALLED AT PLANTERS BETWEEN WALKWAY AND 64RAGE. * * * * * * I SLAB INTERFACE PLAN 5CALE: 1/4' - 17 GARAGE LEFT • 8° C.M.U. WALL ABV. 8" CI't, WALL ABV, — — — — — • x OLDSMAP, FLORIDA 34677 813 . 925.1300 TEL LO 0 0 WWWDAVISBEWS.COM TAMPA * DENVER. -j Lo 0 O-j co 0) 62 N .2 om LAV. F---. /21.011 - – I F — I OPT, 5i. AV .LDN 0 0 0 r- -jCO o=co (D > E Cki 4� , 0 0 0 CIA z CIA It - Lu + j L?RYER j >-3/41' CONDEN54TION DRAIN 13�' PLJ�IBER TILE SEAT ABV. SNOWSOPT. RECE66 \-j WA5HER 191-011 1�1 03 4 3,40"X34" A/C 20'II"T -I" 3'-10" I,_all 28' -9"131 PAD (5EE MEGH. CONTRACTOR 51-11[ -all P4 /f. R5 J FOR LOG.) 3/4" GONDEN54TION 4/ n. DRAIN BY PLUMBER u I I cQ � 3/41' RECE55- FOR ENTRY DR. 4" P.V.C. — V-311 2'-5" AIR HANDLER - LINES FROM UPPER FLOOR ALL SLAB ANGLES 2'-111 LIA"A ARE AT 45' (UXO�) PAVER DRIVE LEAD WALK REFERENCE - --------- ---- ly- LLR ELEVATION (4)0,-0" >\ -- i�l LLI lAA tl LIA PROVIDE WATER LLI PITCH LINE FOP, ICE MAKER TO [)RAIN i - - - - - - - - - - - - - - - - - - - ^4A v lj, 71] SLAB 3C2 1t] W, C -L OF REF, -Oil 914V 31'-10" F ( bil -- -------- G.G. VERIFY ACRYLIC ON LANAI tl 2 ak all V. 4 65'41 TAYLOR MORR15ON USH) BORA-CARE TO TREAT FHE INTERIOR FRAMED W415 CO PREVENT 5UETERRANEAN TERMITES G.G. VERIFY THAT DF(,C [)RAIN 16 IN5TALLED AT PLANTERS BETWEEN WALKWAY AND 64RAGE. * * * * * * I SLAB INTERFACE PLAN 5CALE: 1/4' - 17 GARAGE LEFT JOB NUMBER 26002,254 • CAD FILE NAME LOT 32 TB ISSUED 10-25-16 REVISED • • • x OLDSMAP, FLORIDA 34677 813 . 925.1300 TEL LO 0 0 WWWDAVISBEWS.COM TAMPA * DENVER. -j Lo 0 O-j co 0) 62 N .2 om .0 Lo > >.J CIJ 3,c:aLL 1 Lm L. .0 .LDN 0 0 0 r- -jCO o=co (D > E Cki 4� , 0 0 0 CIA z CIA It - I I JOB NUMBER 26002,254 • CAD FILE NAME LOT 32 TB ISSUED 10-25-16 REVISED • T/ TLE • SLAB INTERFACE PLAN • SHEET • DAVIS BEWS DESIGN GROVP 150 STATE STREET FAST OLDSMAP, FLORIDA 34677 813 . 925.1300 TEL 813. 925.1800 FAX WWWDAVISBEWS.COM TAMPA * DENVER. EST. 1994 • T/ TLE • SLAB INTERFACE PLAN • SHEET • 76"x3 6" A/C 3'-6"x3-6' A/-1 PAD (5EE MECH. I I PAD (5EE MECH. 1 ICONTRACTOR IICONTRACTOR I I FOR LOC.) I 1 FOR LOC.) I I----- IL ----J ALL EMERGENCY E5CAPE AND RE5CUE OPENING5 5wALL COMPLY WITH 8310 PER F.B.C.R. - 5TH EDITION (2014). * * * * * * `b Lu �a Z ki FLAT HEADER AIR HANDLER wANSEN BOX DIRECT VENT pR :: AT V-0" AFF TNRU EX.T. WAL.L T.O.M. LINE5 FROM BELOW PRECAST 9'-4" TEMP. GL. ENCL.�- UPPER FLOOR LINTEL 13 TEMP. 51-I. 26 5N. N.B. ON 42" w. LOW WALL HD, AT 8'-0" HD, AT 8'-0" 20' H. TLE �_ i sN. I-_ -_ 1 5 sN. LAV. SEAT OPT. - I OPT. -- n LWA5HER J LDRYER FCPT. TILE I -6x8-0 TILE - ATTENTION TRU55 MAN F.: EL SHOWER 24" GL WDR TRAY GL.G. IN MASTER - - }8k8.� n UTIL. 9 P9 4 X DEN SUITE 15 DOWN -FRAMED g g M. BATH x , 11' 4"x10'-6" GLG. 9'-4" FLAT CLG. CLG. ,� r CILG. 9'-4" FLAT CLG. MASTER SUITE n 246-0 M.G. �> g' 4 <> b' 16'-0"x14'-4" _ CLG. 9'-4" TRAY CLG I u I 9' 4" CLG. AIR HANDLER c FLAT wDR. LINE5 FROM FOYER 1 9'.4 I AT 4'-4" UPPER FLOOR CLG, I SEE 5ECTION - - -- 2x6 WALL ��F FLAT CLG. I— 2x8 WALL �.� ° .8 WA! -L 1 9' 4' SLOPINGI 2 51 OR S 4 ARGH FkC; 1 9'-4" FLAT CLG. I — — GLG. CLG I I Vol.UME GLG. 8 0 1 G 8 BARREL ARCw 14 V-81' FLAT CLG1 11 [PAVERS - TEXTURED FOAM BANDING ITYPJ (5EE ELEVATION) ENTRY 9'-4" PLT. HT. /-FLUSH FRAME TO FURRING o T.O,M, INSULATE WALLS LINE OF 5ECOND FLOOR ABV. L17LN17 OF Dh7"STAC:K I_r.: DGES'ONE �'�.a.M. 6-C. vFRIFY GL455 Y9.41 N5ER'1` FOR FRONT " .F. DOOR. FLL, NEAT;,: R Al` 8 0" 4F F. FLUSH FRAMEFROM 8 -6 TO FURRING - - - - I UP `'a \\ TO 8'-10" R/s K \ 5T4R DATA: A \ 18 RISERS � AT \ LINE OF SECOND � I " o OPENING ARCH FROM \ \ FLOOR ABV. T.O.M: T.O.M. TO UNDER 42 N. 000' TREADS r 6' 6" 7U 8' 10" A 11 a,6 1 T.a EAGN STAIRS 1 LOW WALL _ CPT. T I_.: \ cla es 1 S 4 S -4 \ SFp A.F.F. INSULATE - \ '' 45OVE II 11 I G.C. VERIFY ACRYLIC �v \ �cJ, IDI � / I GARAGE ON LANAI °�? 2 STORY �S'-441 1 / 1 20'-0"x20'-0" N' CLG. GLG. \ - 1 9'-4" PL1. HT I a Rcw FROM I DINING \ i � KITCHEN LANAI 4 9AMILY ROOM 8' 0" TO 0'-61 10'-6"x14'--0" \ 9'-4" FLAT CLG. 1 1 9'-4 PLT. HT. X 2 -STORY VOLUME I A 9'-4" FLAT CLG. - ( IN514TE WALLS °A LINE OF 5ECOND 1 o I FLOOR ABV.-._-__ I z 10i I a Ia RANGE -50 BOTT. OF LINTEL T.O.M. a Hoop IW.H.GAL. AT 8'-0" A.F.F. a.H.c. 00 O.H.C. 2 26 5N. T.O.M. VENT HOOD AND HP, 6-0"MICRO TO EXTERIOR A.F.F. A.F.F. / �r.oM. '4" 14ro7 S.F. 1115 5.F. TYPICAL MASONRY A.F.F. G,4R,4GE WINDOW SCHEDULE I 0) 13135.F. WINDOW WIDTHS 71 5.F. TOTAL 50. FT. AA 20" 21" 1 3C2 �> 1 WINDOW CALL -OUTS flb c t� I t�b flY H 26" 12 5N 1/2 32 5N 22 5N 32 5H w �i nX 71 L--------= 4j ZNG� T O.M. S'.4' = 39" O 13 5N 1/2 33 5N 23 5N 33 5N S 4' AFF, J R38 CEILING INSULATION p 51" 14 5N 1/2 34 5N 24 5N 34 5N z 63" 0 15 5N 1/2 35 5N 25 5W 35 5N H z 12" 3: 1(o 5N 1/2 36 5N 26 SN 36 5N G.G. VERIFY MA50NRY OPENINGS FOR ALL WINE)OW5, LIJ WINDOW 51ZE5 AN[) INSTALLATION MAY VARY PER I— MANUFACTURER ANP 5PECIFIGATION5. 0 Z • REFER TO FLOOR PLANS FOR STYLE OF WINDOW USED (SINGLE HUNG -54 CASEMENT- G5MT, OR FIXE[) GLA55- F.GJ ki FLAT HEADER AIR HANDLER wANSEN BOX DIRECT VENT pR :: AT V-0" AFF TNRU EX.T. WAL.L T.O.M. LINE5 FROM BELOW PRECAST 9'-4" TEMP. GL. ENCL.�- UPPER FLOOR LINTEL 13 TEMP. 51-I. 26 5N. N.B. ON 42" w. LOW WALL HD, AT 8'-0" HD, AT 8'-0" 20' H. TLE �_ i sN. I-_ -_ 1 5 sN. LAV. SEAT OPT. - I OPT. -- n LWA5HER J LDRYER FCPT. TILE I -6x8-0 TILE - ATTENTION TRU55 MAN F.: EL SHOWER 24" GL WDR TRAY GL.G. IN MASTER - - }8k8.� n UTIL. 9 P9 4 X DEN SUITE 15 DOWN -FRAMED g g M. BATH x , 11' 4"x10'-6" GLG. 9'-4" FLAT CLG. CLG. ,� r CILG. 9'-4" FLAT CLG. MASTER SUITE n 246-0 M.G. �> g' 4 <> b' 16'-0"x14'-4" _ CLG. 9'-4" TRAY CLG I u I 9' 4" CLG. AIR HANDLER c FLAT wDR. LINE5 FROM FOYER 1 9'.4 I AT 4'-4" UPPER FLOOR CLG, I SEE 5ECTION - - -- 2x6 WALL ��F FLAT CLG. I— 2x8 WALL �.� ° .8 WA! -L 1 9' 4' SLOPINGI 2 51 OR S 4 ARGH FkC; 1 9'-4" FLAT CLG. I — — GLG. CLG I I Vol.UME GLG. 8 0 1 G 8 BARREL ARCw 14 V-81' FLAT CLG1 11 [PAVERS - TEXTURED FOAM BANDING ITYPJ (5EE ELEVATION) ENTRY 9'-4" PLT. HT. /-FLUSH FRAME TO FURRING o T.O,M, INSULATE WALLS LINE OF 5ECOND FLOOR ABV. L17LN17 OF Dh7"STAC:K I_r.: DGES'ONE �'�.a.M. 6-C. vFRIFY GL455 Y9.41 N5ER'1` FOR FRONT " .F. DOOR. FLL, NEAT;,: R Al` 8 0" 4F F. FLUSH FRAMEFROM 8 -6 TO FURRING - - - - I UP `'a \\ TO 8'-10" R/s K \ 5T4R DATA: A \ 18 RISERS � AT \ LINE OF SECOND � I " o OPENING ARCH FROM \ \ FLOOR ABV. T.O.M: T.O.M. TO UNDER 42 N. 000' TREADS r 6' 6" 7U 8' 10" A 11 a,6 1 T.a EAGN STAIRS 1 LOW WALL _ CPT. T I_.: \ cla es 1 S 4 S -4 \ SFp A.F.F. INSULATE - \ '' 45OVE II 11 I G.C. VERIFY ACRYLIC �v \ �cJ, IDI � / I GARAGE ON LANAI °�? 2 STORY �S'-441 1 / 1 20'-0"x20'-0" N' CLG. GLG. \ - 1 9'-4" PL1. HT I a Rcw FROM I DINING \ i � KITCHEN LANAI 4 9AMILY ROOM 8' 0" TO 0'-61 10'-6"x14'--0" \ 9'-4" FLAT CLG. 1 1 9'-4 PLT. HT. X 2 -STORY VOLUME I A 9'-4" FLAT CLG. - ( IN514TE WALLS °A LINE OF 5ECOND 1 o I FLOOR ABV.-._-__ I z 10i I a Ia RANGE -50 BOTT. OF LINTEL T.O.M. a Hoop IW.H.GAL. AT 8'-0" A.F.F. a.H.c. 00 O.H.C. 2 26 5N. T.O.M. VENT HOOD AND HP, 6-0"MICRO TO EXTERIOR A.F.F. A.F.F. / �r.oM. '4" 14ro7 S.F. 1115 5.F. LINE OF DRY5TACK A.F.F. G,4R,4GE LEDGESTONE �--------- I I 14ro7 S.F. 1115 5.F. TOT AL LIVING I I 1 G,4R,4GE PAVER DRIVE / LEAD WALK - I 0) 13135.F. NTi,'Y' 71 5.F. TOTAL 50. FT. AA fll 1 3C2 �> 1 flb c t� I t�b flY 0 0 OJ CO fl- �v �i nX 71 L--------= 4j ZNG� T O.M. S'.4' A.F.F. S TOM \� { LINE OF DRY5TACK S 4' AFF, LED6E5TONE _ G.C. VERIFY FOR R38 CEILING INSULATION REFER TO 5wEET 2A2 G.C. VERIFY 8'-0" H. FOR MAIN FLOOR INTERIOR DOOR5 PLAN IDIMEN51ON5 AT MAIN FLOOR * * * * HATCHING LEGEND INSULATE WALL �1,41N FLOOR U FLOOR 14ro7 S.F. 1115 5.F. TOT AL LIVING 2582 S.F. G,4R,4GE 455 5.F. L 4N,41 13135.F. NTi,'Y' 71 5.F. TOTAL 50. FT. 324 7 5.F, MAIN FLOOR PLAN NOTES GARAGE LEFT ° JOB NUMBER 26002.254 • CAD FILE NAME L 0 T 32 TB ISSUED 10-25-16 REVISED y DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAK FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER _ -_- EST. 1994 x ro w C UTo oLo 0 to � > >.J N L oaU.co. 0 0 OJ CO LL C4 .c L J �Occ�� 4j ZNG� ° JOB NUMBER 26002.254 • CAD FILE NAME L 0 T 32 TB ISSUED 10-25-16 REVISED 4d Vii` M co � g� d q ro v 4 r 6s 2 z�su� o�J� S 0 tilt 00 00 Z N MF. J o oil 2585 • TITLE MAIN FLOOR PLAN NOTES • SHEET - • y DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAK FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER _ -_- EST. 1994 4d Vii` M co � g� d q ro v 4 r 6s 2 z�su� o�J� S 0 tilt 00 00 Z N MF. J o oil 2585 • TITLE MAIN FLOOR PLAN NOTES • SHEET - • I 15'-0" REFER TO SHEET 2AI FOR MAIN FLOOR PLAN NOTES MAIN FLOOR PLAN D IMENSIONS SCALE: 1/4" = V-0" GARAGE LEFT JOB NUMBER 26002.254 CAD FILE NAME LOT 32 TB ISSUED 10-25-16 REVISED Y DAVIS BEWS DESIGN GROW 150 STATE. STREET FAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER :-- _---< EST. 1994 (--- K m r J O l() oOo 0 � co a� N 0 N > i J N �. �• Doi • cu r- 0 0 'a .LD 0-� CO E w C',0 SJ i O (� � 0 0 CC r ZNLd' JOB NUMBER 26002.254 CAD FILE NAME LOT 32 TB ISSUED 10-25-16 REVISED • TITLE • MAIN FLOOR PLAN DIMENSIONS • SHEET • Y DAVIS BEWS DESIGN GROW 150 STATE. STREET FAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER :-- _---< EST. 1994 (--- • TITLE • MAIN FLOOR PLAN DIMENSIONS • SHEET • * * * ALL EMERGENCY E50APE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER F,B.C.R. - 5TH EDITION (2014), * * * * * * PROVIDE ')All 11 A1/ 3050 6H.^„ WALL WALL R3E CEIL ^ iNSULATION REFER TO l -FT 262 FORUPPEKOOR PLAN DIMF',;:'ON5 CLEAR OPENING HEIGHTS IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INGHE5 ABOVE THE FINISHED GRADE OR 5URFAGE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL. BE A MINIMUM OF 24 INGHE5 ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENING5 THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE 5UCH OPENINGS ARE LOCATED WITHIN 24 INGHE5 OF THE FINISHED FLOOR PER F.B.C.R. - 5TH EDITION (2014) R312.2 WINDOW FALL PREVENTION DEVICE5 AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C.R. - 5TH EDITION (2014) R312.2 UPPER FLOOR PLAN NOTES- SCALE: 1/4" - 1'-0'1 GARAGE LEFT TYPICAL WOOD FRAME • r (JIG) DAVIS SEWS DESIGN GKOVP WINDOW SCHEDULE • TAMPA • DENVER WINDOW WIDTHS x ro w 2011 24" 3611 48" WINDOW CALL -OUTS 2 m YI (D 2011ISIS F.G. 2018 F.G. 301a F.G. 4016 F.G. W o_j CD 0 Y c W 04 L 0 (p � 0 = 24" 0 co c z c" 0 1820 F.G. 2020 F.G. 3020 F.G. 4020 F.G. J 0 36" 1830 5H 2030 5H 3030 5H 4030 5H Z 48" p 1840 5H 2040 5H 3040 5H 4040 5H '—' z 60" ir 1850 5H 2050 5H 3050 5H 4050 5H 12" 1860 5H 2060 5H 3060 5H 4060 5H G.G. VERIFY ROUGH OPENING5 FOR ALL WINDOW5, uj � WINDOW 51ZE5 AND INSTALLATION MAY VARY PER F— MANUFACTURER AND 5PECIFICATION5. 0 Z REFER TO FLOOR PLANS FOR STYLE OF WINDOW U5ED (SINGLE HUNG -5H, CASEMENT- C5MT, OR FIXED GLA55- F.G.) PROVIDE ')All 11 A1/ 3050 6H.^„ WALL WALL R3E CEIL ^ iNSULATION REFER TO l -FT 262 FORUPPEKOOR PLAN DIMF',;:'ON5 CLEAR OPENING HEIGHTS IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INGHE5 ABOVE THE FINISHED GRADE OR 5URFAGE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL. BE A MINIMUM OF 24 INGHE5 ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENING5 THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE 5UCH OPENINGS ARE LOCATED WITHIN 24 INGHE5 OF THE FINISHED FLOOR PER F.B.C.R. - 5TH EDITION (2014) R312.2 WINDOW FALL PREVENTION DEVICE5 AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C.R. - 5TH EDITION (2014) R312.2 UPPER FLOOR PLAN NOTES- SCALE: 1/4" - 1'-0'1 GARAGE LEFT J03NUMBER 26002.254 • CAD FILE NAME LOT 32 TB ISSUED 10-25-16 REVISED • r (JIG) DAVIS SEWS DESIGN GKOVP • TAMPA • DENVER EST. 1994 c ---- x ro w r 0 0 J 0 O J� 0 2 m YI L >�JM L °'a�. LD N 00 ° e.> h o_j CD 0 Y c W 04 L 0 (p � 0 0 co c z c" 0 J03NUMBER 26002.254 • CAD FILE NAME LOT 32 TB ISSUED 10-25-16 REVISED • TI TLE • UPPER FLOOR PLAN NOTES SHEET r (JIG) DAVIS SEWS DESIGN GKOVP 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 c ---- • TI TLE • UPPER FLOOR PLAN NOTES SHEET Ela 54'_411 REFER TO SHEET 261 FOR UPPER FLOOR PLAN NOTES UPPER FLOOR PLAN DIMENSIONS_ SCALE: 1/4" = I' -O' GARAGE LEFT JOB NUMBER 26002.254 CAD FILE NAME LOT 32 T8 ISSUED 10-25-16 REVISED O v 2 � w oas�sed A. �j� u.i s w CD e ¢ 0 ; p .w z IS a®•o 'rf, e`v r� 1111 0 a z oc V) 0F m z O N 0 0 2585 r DAVIS BEWS DESIGN GROW 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925.1300 TEL $13.925.1$00 FAX W W W.DAVISBEWS.COM TAMPA •DN EVER. EST. 1994 co ® • TITLE • UPPER FLOOR PLAN DIMENSIONS II 2B2 x U �o o lQ 0 Ja"i- V1 2tA�� c L • p Q 0 :3p 0-' Co 3�E co `oC0� JOB NUMBER 26002.254 CAD FILE NAME LOT 32 T8 ISSUED 10-25-16 REVISED O v 2 � w oas�sed A. �j� u.i s w CD e ¢ 0 ; p .w z IS a®•o 'rf, e`v r� 1111 0 a z oc V) 0F m z O N 0 0 2585 r DAVIS BEWS DESIGN GROW 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925.1300 TEL $13.925.1$00 FAX W W W.DAVISBEWS.COM TAMPA •DN EVER. EST. 1994 co ® • TITLE • UPPER FLOOR PLAN DIMENSIONS II 2B2 IN INl/IL__J: ING 15TER5 SHALL BE SPACED 50 TI - SPHERE CANNOT PA55 THROUGH )RAIL5 )RAIL5 FOR 5TAIRWAY5 5HALL 51 'INUOU5 FOR THE FULL LENGTH OF LIGHT, FROM A POINT DIRECTLY VE THE TOP R15ER OF THE FLIGHT POINT DIRECTLY ABOVE THE :5T R15ER. HANDRAIL ENDS 5HAI. ETURNED OR 5HALL TERMINATE I L P05T5 OR SAFETY TERMINALS. )RAIL5 ADJACENT TO A WALL SH. A 5PAGE OF NOT LE55 THAN 1-I. BETWEEN THE WALL AND )RAIL5. -INUOU5 GRA5PABLE HANDRAIL MEET TYPE ONE OR TYPE TWO :01 A I-1 rKEAI 3 AT 0.00" EACH 5CALE: I/4" - V -O" ALL GUARDRAILS AND HANDRAILS TO COMPLY WITH FBG 8301 AND TABLE R3015 PER F.B,C.R. - 5TH EDITION (2014). * * * * * * OPT. 8" TRAY CLG. IN M45TER 5UITE TRU55E5 0.5.E. -BEYOND �r16 � \ it II BLOWN IN5ULATION ATTIC ACCESS DETAIL KALE: 1I2" = I' -O" TYP. ARCHWAY A5CALE: 1/4" = 1'-0 oa PLAN DETAILS- 5CALE: 1/4" = I' -O" GARAGE LEFT JOB NUMBER 26002.254 CAD FILE NAME LOT 32 TB ISSUED 10-25-16 REVISED Y DAVIS BEWS • x 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.92.5.1300 TEL 10 W W W.DAVISBEWS.COM TAMPA • DENVER JQ�O J, 0 J co i ■tm N_ i >.J N LL • 00 �Uah 0—'CO LE._� C4 r 0 fp 0oro^ ZN�ot JOB NUMBER 26002.254 CAD FILE NAME LOT 32 TB ISSUED 10-25-16 REVISED • TI TLE • PLAN DETAILS • SHEET • Y DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.92.5.1300 TEL 813 - 92.5. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER _ � EST. 1994 F..- ;- __ • TI TLE • PLAN DETAILS • SHEET • 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RA15ED SAND FINISH TEXTURED BANDING NOTE: THIS DETAIL 5HOW5 THE TYPICAL TPICKNE55 OF ALL RAISED TEXTURED FIN15H BANDING AND SAND FIN15HED KEY5TONE5 (WHERE APPLICABLE) IF THICKNE55 15 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENT5 TO BE PER F.B.C.R. - 5TH 3/4" EDITION (2014) 8103.6.1 AND A5TM C 1063. THICK THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) 8103.6.2 AND A5TM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" - I'-0 CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHE5 ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHE5 ABOVE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE 5UGH OPENINGS ARE LOCATED WITHIN 24 INCHE5 OF THE FIN15HED FLOOR PER F.B.C.R. - 5TH EDITION (2014) 8312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER F.B.C.R. - 5TH EDITION (2014) 8312.2 ALUMINUM TUBING BAR5 (02 TEXTURED FOAM BANDING 5" 10" SIDE VIEW FRONT VIEW RAISED FOAM BANDING DETAIL SCALE: 1/2" - 1' 0' 411 811 5" BANDING.; -....--- PLT. I -J, �o cov F4� 4" B/:NDINC; — FRONT VIEW (TYF SIDE VIEW 14'Wx 0"H DECORATIVE s' FIXED 5Hu`TERS «� CORBEL DETAIL 4 ;NDN -- 4" 'EF) (a SCALE: 3/4" = 1' 0" cO 5EGOND F.1 LINE DEGORATICORBEL (5EE DETAIL) (TYP.) TEXTURED 21" FINIS! I (TYP.) T ` 01 DRY�iAGK _� LED(15TONr (TY OL -- MAIN FF LIN; I GRA i(u LIN;': (AS�iUMEp Ai l- BANDING AT STONE LOGATION5 15 fO PROJECT 1,2" P45T THE FACE OF THE STONE 12 �-5WINGLE 12 6 ROOF I h 2.- /-5WINGLE T 16 G.C. VERIF=Y _12ROOF —/ ALUMINUM OVER 6 2x(o 5UB F45GIA (TYPICAL.) PLT. HT. _ I14" W. x 5'-0" H. L aTUCCO 5TUGC0 DECORATIVE FINISW - FINISH FIXED SHUTTER5 EQ. EQ. LLL —LA H 12 6 12 12 TAMPA • DENVER <=.-) EST. 1994 -- RAISED FOAM � � � � ❑ � � 4' BANDING ROOF SECOND F.F. LINE . 8" BANDING 8" BANDING 5ET BOTT. OF -2'-0" W. x 2'-6" H. DECORATIVE CORBEL BAND AT T.O.M. DECORATIVE (5EE DETAIL) (TYP.) 6" BANDING — FIXED 514UTTER5 -- __ 4" BANDING G.0 VERIFY CaLA58 4" BANDING GRADE LINE INSERT FOR FRONT DOOR 5URROUND (ASSUMED) DOOR. FRONT ELEVATION 5CALE: 114" - 1' 0" y DAVIS BEWS DESIGN GROVP 150 STATE S PLFET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER <=.-) EST. 1994 -- RAISED FOAM � � � � ❑ � � x 010 U Q � (0,; 0 BANDING to o co co C" (5EE DETAIL) ��h 00 a3�E 0-. r.0 50. j 4" BANDING a� 6"BANDING C� ❑ � `- C4J (o L O (� i DPY5T4G< L-ED(3E5TGESTONE (_ - TEMP t (` I' TYP.) _MAIN F.F. LINE I G.0 VERIFY CaLA58 4" BANDING GRADE LINE INSERT FOR FRONT DOOR 5URROUND (ASSUMED) DOOR. FRONT ELEVATION 5CALE: 114" - 1' 0" JOB NUMBER 26002.254 CAD FILE NAME LOT 32 TB ISSUED 10-25-16 REVISED y DAVIS BEWS DESIGN GROVP 150 STATE S PLFET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER <=.-) EST. 1994 -- x 010 U Q � (0,; 0 i to o co co C" ��h 00 a3�E 0-. r.0 Y C4J (o L O (� 00tch z JOB NUMBER 26002.254 CAD FILE NAME LOT 32 TB ISSUED 10-25-16 REVISED ELEVATION "C" GARAGE LEFT • TITLE • FRONT ELEVATION DETAILS • SHEET • y DAVIS BEWS DESIGN GROVP 150 STATE S PLFET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER <=.-) EST. 1994 -- ELEVATION "C" GARAGE LEFT • TITLE • FRONT ELEVATION DETAILS • SHEET • 0 ELEVATION "C" GARAGE LEFT • TITLE • FRONT ELEVATION DETAILS • SHEET • LANAI ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 139 SQ. FT. / 300 = 0.46 SQ, FT. X 144 = 67 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 33.36 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = I TOTAL SOFFIT VENTILATION NEEDED 2 SQ, FT. VENT CALCULATIONS BASED ON THE FOLLOWING * 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT * 5.2 SQ. IN. PER SQUARE FOOT OF SOFFIT VENT G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. 11/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING LFz o u X } Lu F z � 3/4" THICK NOTE: TH15 DETAIL 5HOW5 THE TYPICAL THICKNE55 OF ALL RA15ED TEXTURED FINISH BANDING AND SAND FINISHED KEY5TONE5 (WHERE APPLICABLE) IF THICKNE5515 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER RB.C.R. - 5TH EDITION (2014) R103.6.1 AND A5TM C 1063, THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) 8103.6.2 AND A5TM C 926. w =m� TYP. OVERHANG AT NIP (UN.O.) TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" - 1'-0" UPPER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 1464 SQ. FT. / 300 = 4.88 SQ. FT. X 144 = 703 SQ, IN. HALF AT UPPER 2/3 ROOF VENTS = 351.36 SQ. IN, # UPPER 2/3 ROOF VENTS REQUIRED = 3 TOTAL SOFFIT VENTILATION NEEDED 13 SQ. FT, VENT CALCULATIONS BASED ON THE FOLLOWING * 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT * 5.2 SQ. IN. PER SQUARE FOOT OF SOFFIT VENT G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. GARAGE ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 529 SQ. F. / 300 = 1.76 SQ. FT, X 144 = 254 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 126.96 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 1 TOTAL SOFFIT VENTILATION NEEDED 5 SQ. FT. VENT CALCULATIONS BASED ON THE FOLLOWING * 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT * 5.2 SQ. IN. PER SQUARE FOOT OF SOFFIT VENT G,C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. ROOF PLAN. SCALE: 1/8" - I'-0" CLEAR OPENING �IE16W'5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPFRABLF WINDOW 15 LOCATED MORE THAN '12 INGHE5 460VL THE FINI5HED GRADE OR SURFACE BELOW, THE LOWE57 PART OF THE CLEAR OPENING OF THE WINDOW SHALL MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOk OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERA'E'%LE 5EC,TION5 OF WINDOW5 5H4LL NOT PERMIT OPENING5 THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE 5UGH OPENINGS ARE LOCATED WITHIN 24 INCHES 01= THE FINI5HED FLOOR PER F.B.G.R. - 5TH EDITION (2014) 8312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS; WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF 45TM F 2090 PER F.B.C.R. - 5TH EDITION (2014) R312.2 GIRDER 6i, - 'I 2 I6 -GIRDER rRass 6[% ROOF r�IaJsEs -..SHINGLE `TRUSS 12 i A( 24" 0', ... .._ 2 - 0 0 1 0 p J c) � ? LOFT _ - _ _ PLT. HT._ VOLUME- IB R. 3 Lo o • ❑ -� p ro �_, 0 - 0 70 N ` o .� o -i co - ,i jLl � 12 0 ',' L. -B 4 -STucco FIN15N J 12 4C�` -- SHINGLE F-IN15H � -r-- FLOOR SYSTEM FINISH ,� BEAM . - ROOF 5ECOND F.F. LINE _ LINTEL LANAI 1 FAMILY o, �1 T' I Nf N TOM, SECTION AA 5(14LE: I/8" - I' 0" 5NINGLE ROOF - . PLT. HT._ 5ECOND_ F.F. LINE rc; T.O.M. MAIN F.F. LINE GRADE LINE (A55UMED) J( GIRDER ROOF TRU55E5 TRUSS AT 24" OC T " (TYPICAL) I� pl GARAGE 12 co 12 _I6 1j'116 DAMS BEWS DESIGN GROVP 6[% TAMPA • DENVER -..SHINGLE '1 ROOF f - 0 0 1 0 p J c) //� a)Y/ 0 morn _ - _ _ PLT. HT._ 5'fucco Lo o • ❑ ❑ p ro �_, 0 - 0 70 N ` o .� o -i co - - jLl � SrUCCO N J -Cm 00 Z N 01 -STucco FIN15N J 12 4C�` -- SHINGLE F-IN15H � � FINISH ,� ROOF 5ECOND F.F. LINE _ SHINGLE �8" 800F/ SECOND F.F. LINE - TOM, v M /-TEXiJRED �'I'EXIURED /-TEXTURED TYP - RETURN DRYSTACK FIN16H J FINISH �, FINISH AT 5VE5 I _LEDGE5TONE (TYP.J (UN.O.) MAIN F.F. LINE GRADE LINE (ASSUMED) LEFT ELEVATION 5GALE; 1/8" - 1'-0" 12 12_ ]6SNIN6LE �— 5NINCS LE ROOF PLT. Fi.,-- ROOF -- - PLT. HT, E� E FINISH) 12 SECON-D F.F. i INE 8 ,.. SHINGLE J4 SECOND F.F. LINE — -— - - — T.O.M. ROOF - T.O.M. —-- - —_� d - n TEXTURED E _-TEXTURED FINISH FIN15H ... a -- - P. — MAIN F.F. LING TE _ _ _ _ _ MMAIN F.F. LINE GRADE LINE -GRADE LINE (455UMED) (455UMED) REAR ELEVATION 6 12 F. 5NINGLE 112 6 ROOF PLT, HT. _ _ _ _ 5GALE: 1/8" . I'-0" /5NINGLE ROOF;7 �6 T. NT. _ �"1101, O TEMP.11 �o FINISH - /STUCCO a, 5NINGLE /5N * FIN15H INGLE ROOF - SECOND F.F. LINE ROOF J 12 8l _ SECOND FI'. LINE SECOND F.F. LINE / 6� - -- - TOM. r.O.M. TEXTURED FU❑ `r DRYSTACK FINISH- /TEXTURE[)FIN15H m LEDGESTONE �� - TEMP. TEMP. (TYP.) �. - _ T --- * MAIN F.F. LINE MAIN F.F. LINE - - - - - --_- - - - - - - GRADE LINE G.G. VERIFY GLASS TYP �-- GRADE LINE (ASSUMED) INSERT FOR FRONT i RETURN (ASSUMED) DOOR. AT 51DE5 (U.N.O.) RIGHT ELEVATION 5GALE: I/8" - I'-0" rr ELEVATION rr C GARAGE LEFT JOB NUMBER 26002.254 CAD FILE NAME LOT 32 TB ISSUED 10-25-16 REVISED co 1j'116 DAMS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX WWW.DAVISBEWS.COM TAMPA • DENVER EST. 1994 x - 0 0 1 0 p J c) //� a)Y/ 0 morn co Lo o • p ro �_, 0 - 0 70 N ` o .� o -i co jLl � N J -Cm 00 Z N 01 JOB NUMBER 26002.254 CAD FILE NAME LOT 32 TB ISSUED 10-25-16 REVISED • TITLE • SIDES AND REAR ELEVATIONS ROOF PLAN DETAILS • SHEET • co 1j'116 DAMS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX WWW.DAVISBEWS.COM TAMPA • DENVER EST. 1994 • TITLE • SIDES AND REAR ELEVATIONS ROOF PLAN DETAILS • SHEET • co • v i Lu • TITLE • SIDES AND REAR ELEVATIONS ROOF PLAN DETAILS • SHEET • �n BUILDING WRAP TO GO OVER FLASHING FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST AND EXTERIOR SHEATHING F MATERIAL PER VATIONS WITH APPROVED )ERLAYMENT (REFER TO /ER SHEET) .-ENGINEERED ROOF ISSES AT 24" O.C. ZRICANE STRAP PER )F FRAMING PLAIN gk BRG. HGT. M. DRIP EDGE FASCIA TED ALUM. SOFFIT ATH & EXT. FINISH JDOW FLASHING AS REQ'D WINDOW TRIM kDER TYPICAL WINDOW AND SLIDING GLASS DOOR Z"FLASHING DETAIL FLASHING WOODEN 2X12 #2 SYP CONT LEDGER W/ SIDING (4) 1/4" X 4" LAG SCREWS r SILL[ATE SPACED EVENLY @ 24" O.C. MAX SEE NOTE #2 WALL SHEATHING L NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TY (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM P OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING -- 15/32 O.S.B. SHEATHING - BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z _ FLASHING UNDER S.G.D. AS i RUBBER MEMBRANE BEYOND i SHOWN, PROVIDE 4" -1" BEAD OF CONST. ADHESIVE TO BE APPLIED i CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR BETWEEN PAN FLASHING AND RETURN UP JAMB 6" . USE AND DECK FLASHING. LIQUID NAIL BRAND OR EQUAL EXTERIOR FINISH WATER PROOF CAULKING i PER BUILDER NA ; z PROVIDE SELF ADHERED -- T FLASHING -r --i LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" �� ---- WATERPROOF MEMBRANE U „I J I I \- 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS ji-k m_j DAVIS BEWS SPACED EVENLY @ 24" O.C. MAX DESIGN GROVP (EA. FLOOR TRUSS) - - ' USP HTA20 STRAP OLDSMAR, FLORIDA 34677 EA. JOIST o lQ r0 TEXTURED `PAMPA • L7ENVER CEMENT PLASTER Jr'r N - FINISH TYPICAL DOOR FLASHING AT BALCONY - EXTERIOR SHEATHING till�ry - FOLD UP WEATHER /FR / RESISTIVE BARRIER & TEMPORARILY SECURE SST gP� SILL PLATE (SEE DETAIL B FOR OPTIONS) TYPICAL SLIDING GLASS DOOR FLASHING DETAIL MECHANICALLY FASTEN AS WEATHER NECESSARY IN CORNERS RESISTIVE -- THROUGH FLASHING BARRIER WEATHER RESISTIVE BARRIER TAPE i (ASSEMBLED WINDOW) FLASHING HEAD FLASHING TIE-IN INSTRUCTIONS: DO NOT FLASH l I OVER BOTTOM �I NAILING FLANGE WEATHER RESISTIVE BARRIER CORNER PATCH ---- FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE -- EXTERIOR SHEATHING SILL PLATE 1 FLASHING NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3 FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL PROVIDE SELF ADHERED FLASHING - LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" WALL COVERING --- 2X4'S @ 16" O.C. BRG EXT WALL FLASHING TO EXTEND 36" -- 7/16" O.S.B. SHEATF BUILDING WRAP BE' �- FLASHING. % CEMENT PLASTER 4 -WATERPROOF MEM 20" FLOOR TRUSS SEE STRUCTURAL F CONNECTORS - -- 24" FLOOR TRUSS SEE STRUCTURAL --- 8' CMU BLOCK TYPICAL FLASHING AT BALCONY (TERIOR FINISH :R BUILDER ;OVIDE FLASHING )OT AT POSTS �:T:7Z�I�73► ISI 3 16" O.S.B. SHEATHING ASHING. 8 TRIM BOARD UCCO "J" MOLD 6" O.S.B. SHEATHING XTURED CEMENT ASTER FINISH 2014 FBRC SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. R703.2 WATER -RESISTIVE BARRIER ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D_226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.8 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250„ OR FMA/AAMA/WDMA 300. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. FLASHING DETAILS • JOB NUMBER 26002.254 • CAD FILE NAME LOT 32 TB ISSUED 10-25-16 REVISED ji-k m_j DAVIS BEWS DESIGN GROVP x m 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 CV o lQ r0 WWW.DAVISBEWS.COM `PAMPA • L7ENVER 0 Jr'r N - •m N >'JC4 60�. LL • 00 �L�� j O 0� cO 3�E <LY rorn co N L J 4j O CC zND20 • JOB NUMBER 26002.254 • CAD FILE NAME LOT 32 TB ISSUED 10-25-16 REVISED 4 co �Z0, Safi ;J i ♦�`I®1111 1 45 rid°• Q' co e •11.1 aD • V o * ¢ i �, co °p A ��®0/11111111 O z 00 V W 1�� z 00 F� N 0 M J O Ild 2585 • TITLE • FLASHING DETAILS ji-k m_j DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925.1300 TEL 813. 925.1800 FAX WWW.DAVISBEWS.COM `PAMPA • L7ENVER EST. 1994 4 co �Z0, Safi ;J i ♦�`I®1111 1 45 rid°• Q' co e •11.1 aD • V o * ¢ i �, co °p A ��®0/11111111 O z 00 V W 1�� z 00 F� N 0 M J O Ild 2585 • TITLE • FLASHING DETAILS 5HEATHING TEXTURE FIN15H COAT BROWN COAT 5GRATCH COAT 5ELF-FURRIN LATH TWO LAYER5 B WEEP 5CREED TERMINATE 5ELF ADHE5IVE FLASHING AT LOWER N05E OF M.W.W.5. 5ELF ADHE5IYE FLASHING MA50NRY BLOCK WALL WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR SHEATHING �. REFER TO TECHNICAL / LETTER ON CHEMICAL / COMPATIBILITY ° SELF -ADHERED FLASHING / NAILING FLANGE DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WALL SHEATHING ASPHALT SEALANT: EXTEND MIN. 6" OUTSIDE OF FLASHING 6 DIVERTER FLASHING Miys„ DRIP EDGE \ FASCIA WEATHER RESISTIVE BARRIER WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN, SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) ,-- DOOR ROUGH OPENING - 3l4%1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING / SELF -ADHERED FLASHING SUBFLOOOO�R ---- --- RIM JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR -- 314"-1" BEAD OF CONSTR. SHEATHING --- INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THRESHOLD OF DOOR AND RETURN FLASHING, SEE UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) SECTION -A (SEE — DETAIL WP02) — SELF -ADHERED FLASHING SELF -ADHERED — FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) FIGURE 1: FLASHING INSTALLATION SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD z� *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK CONT. GALV. "L" FLASHING PER TEXTURED, PAIN I MANUFACTURES EXTER. WALL FINIS SPECIFICATIONS ROOF CRICKET: MIN: 3:12 SLOPE PLASTER STOP CRICKET AS (REQUIRED AT SPECIFIED ALL LEVEL VALLEY - VERTICAL WALL BEAUTY STRIP F BY PLAN LOCATIONS) AT ENTRY SHINGLE OVER FLASHING W/ TA CONT. GALV. "L' -� FLASHING PER - - / MANUFACTURE: SPECIFICATION: \ OVER ROOF " —ROOF MATERIAL PER SHINGLES W/ TA ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED UNIDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. BEAUTY STRIP ROOF - SHINGLE OVER WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT FIN. BUILDING PAPER r - WIRE LATH V I I V SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT- .\ NEEDED IN CORNERS ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING-- SELF -ADHERED FLASHING - SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 6�1 SELF -ADHERED FLASHING INSIDE CORNER ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6" ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL SEALANT HIND DETAILS FLASHING W/ TAR FLASHING INSTALLATION CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER TEXTURED, PAINTED % MANUFACTURES EXTERIOR WALL FINISH SPECIFICATIONS OVER ROOF a`,sry PSHINGLES W/ TAR ---'-HOLD EXTERIOR �`r.. FINISH 2" ABOVE ROOF - SHINGLE PER �E _ CONTRACT Ro ''A FLASHING ° e, - 7/8" CEMENT PLASTER CAULKING IN ACCORDANCE WITH ASTMC926 • TAMPA • DENVER -, ,_- -:> EST. 1994 x - APPROVED WEATHER -RESISTANT r FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING 6 TO 12" PER PLAN 6" HIGH SPEC'S. DIVERTER FLASHING 6 GALV. 'L' FLASHING / TYPICAL. ROOFING FELT DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL TYPICAL ROOF TO WALL FLASHING DETAIL F'00P v METAL DRIP EDGE TO �� Stiff BE UNDER ti � ti UNDERLAYMENT AT <�S \ ROOF EAVES 7 T7'p, /,i�GS rj,Sy / 0GLRO ":,,; � s f O UNo�R�PyME� Fq OrL OA- cooks RSE 9I TO 5�N o a�N o0` 3R° c L o cooR'� co, 15� RAKE METAL DRIP EDGE TO BE OVER LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT 14"I CERTAINTEED WINTERGUARD GABLE ENDS - FIRST STARTER SHINGLE WATERPROOFING SHINGLE 7' UNDERLAYMENT OR EQUIVALENT DIRECTLY TO DECK. _/ --EXTEND THE SHINGLES OVER SAVE 7" PIECES THE RAKE AND EAVES ABOUT 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED. EMBED EACH SHINGLE INA 2" DO NOT NAIL. WITHIN 6 OF--_ i WIDE STRIP OF ASPHALT VALLEY CENTERLINE RAGING CEMENT. —CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE ------CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE REMOVE- FIGURE EMOVE-FIGURE 4: VALLEY DETAIL CEMENT PLASTER IN -- ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR � I CEMENT PLASTER OVER BLOCK 1ST FLOOR �- I � I III NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. --- 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S.B. SHEATHING - --- -- - — KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK VULCUM CAULK BOTTOM \ - JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" — WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDEDIN SEALANT USING VULCUM CAULK FOR ALL BLOCK SLAB OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED FLANGE 1/2" WEEP SCREED INSTALL BOTTOM EDGE OF WEEP SCREED V BELOW FINISH FLOOR -- SHEATHING it SELF -ADHERED FLASHING PATCH DOUBLE JOIST 0) WOOD BEAM BELOW 61 — SELF -ADHERED FLASHING SELF -ADHERED FLASHING 3" MIN---/ SELF -ADHERED FLASHING - SELF -ADHERED FLASTING *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING DECK JOIST SELF -ADHERED FLASHING OUTSIDE CORNER THESE DETAILS ARE GENERIC AND MEANT FLASHIN G ��/�TO SHOW GENERAL FLASHING AND ,`J WATERPROOFING METHODS TO BE USED. - 7/8" CEMENT PLASTER j IN ACCORDANCE WITH ASTMC926 • TAMPA • DENVER -, ,_- -:> EST. 1994 x - APPROVED WEATHER -RESISTANT r MATERIAL W/ METAL LATH IN O _j co N ACCORDANCE WITH ASTMC1063 to 0'�p U) BUILDING PAPER i---7/16" O.S.B. L L' 06LL • SHEATHING 0 rocLD r O � U '0 h 0—� Cp -- METAL -c _jO 0o roti FLASHING ' - 3 112, UNPERFORATED FLANGE 7/8" WEEP SCREED MAINTAIN BOTTOM OF WEEP SCREED 1 1/2" TO 2" ABOVE ROOF SHEATHING CEMENT PLASTER IN -- ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR � I CEMENT PLASTER OVER BLOCK 1ST FLOOR �- I � I III NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. --- 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S.B. SHEATHING - --- -- - — KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK VULCUM CAULK BOTTOM \ - JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" — WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDEDIN SEALANT USING VULCUM CAULK FOR ALL BLOCK SLAB OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED FLANGE 1/2" WEEP SCREED INSTALL BOTTOM EDGE OF WEEP SCREED V BELOW FINISH FLOOR -- SHEATHING it SELF -ADHERED FLASHING PATCH DOUBLE JOIST 0) WOOD BEAM BELOW 61 — SELF -ADHERED FLASHING SELF -ADHERED FLASHING 3" MIN---/ SELF -ADHERED FLASHING - SELF -ADHERED FLASTING *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING DECK JOIST SELF -ADHERED FLASHING OUTSIDE CORNER THESE DETAILS ARE GENERIC AND MEANT FLASHIN G ��/�TO SHOW GENERAL FLASHING AND ,`J WATERPROOFING METHODS TO BE USED. • JOB NUMBER 26002.254 • CAD FILE NAME LOT 32 T8 ISSUED 10-25-16 REVISED DAVIS BEWS DESIGN GROVP • TAMPA • DENVER -, ,_- -:> EST. 1994 x U Lo o In p O _j co N to 0'�p U) L aj L L' 06LL • 0 rocLD r O � U '0 h 0—� Cp -c _jO 0o roti 0 ZN�v • JOB NUMBER 26002.254 • CAD FILE NAME LOT 32 T8 ISSUED 10-25-16 REVISED W =ft 4t* ch Q1` c 16 ,C co 410AOL o . Ci 040 � �♦ � soo .900®® �Sj� i ;2 0 war iw COQ. gi �••®.090••® ',,* 0 Q 00 V 00 0 � V M _J a 2585 • TITLE • FLASHING DETAILS II 3 C4 II DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX WWW.DAVISBEWS.COM TAMPA • DENVER -, ,_- -:> EST. 1994 W =ft 4t* ch Q1` c 16 ,C co 410AOL o . Ci 040 � �♦ � soo .900®® �Sj� i ;2 0 war iw COQ. gi �••®.090••® ',,* 0 Q 00 V 00 0 � V M _J a 2585 • TITLE • FLASHING DETAILS II 3 C4 II II I II I II W.P. GF.I. A/C D15GONN. u MAKE-UP LIGHT W.P. u------------- ll�_ o' MASTER SUITE M. BATH HORIZ7-- I I I MAKE-UP LIGHT ROUGH -IN _. FOR OPT. / FAN/LIGHT / I W.P. M CM D I 1-220 V. I II I UTIL. GF.I. \ WALL MOUNT AT 8'-8" UP TOuP TO / \ FAN/ LIGHT CAN LANAI LIGHTS / I \ I STD. LIGHT FAMILY ROOM DIRECT VENT DRYER THRU EXT. WALL NORIZ. MAKE-UP LIGHT G.F PWDR DINING PENDANT (VERIFY LOCATION) OF WINDOWS ELECTI CAL � UUt-LkX LUNVkNIkNCt UUILt: I \ DUPLEX OUTLET ABOVE COUNTER ow.P. WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET DEN I [-a SPECIAL PURPOSE OUTLET ROUGH -IN /;Q' I \ DUPLEX OUTLET IN FLOOR FOR OPT. I � 220 VOLT OUTLET FAN/LIGHT ENTRY I \ � WALL SWITCH I 13 THREE-WAY SWITCH W.� 14 FOUR-WAY SWITCH 0. GEI. I Io DIMMER SWITCH GRI. COACH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE PENDANT AT 48" LIGHT I WALL MOUNTED INCANDESCENT LIGHT FIXTURE (VERIFY LOCATION) r - - - - - - - - ;CO RECESSED INCANDESCENT LIGHT FIXTURE I LIGHT FIXTURE WITH PULL CHAIN PUSHBUTTON FOR I_ TRACK LIGHT \ FOYER / / G.D. OPENER I \ FLUORESCENT LIGHT FIXTURE g EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION Lu ,� ®D ELECTRIC DOOR OPERATOR (OPTIONAL) \ \6' CHIMES (OPTIONAL) \ IIPUSHBUTTON SWITCH (OPTIONAL) i I c CARBON MONOXIDE DETECTOR 1 1 I I so SMOKE DETECTOR SMOKE / CARBON MONO. COMBO DETECTOR KITCHEN I I k< TELEPHONE (OPTIONAL) z L _L J I TELEV15ION (OPTIONAL) GF.I. GARAGE i / THEW05TAT AT 48 Ij ELECTRIC METER I IL / I ELECTRIC PANEL - / DISCONNECT SWITCH Eo0 SPEAKER (OPTIONAL) , ,O ;Q, Q, I - - - - - - - - - /> ROUGH -IN FOR OPT. CEILING FAN ELEC. > - - - G.F.I. \>v O PANEL 200 AMP IRRI c CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ COACH ROUGH -IN FOR OPT. CEILING FAN MICROWAVE LIGHT NOTES - OUTLET +14" VENT HOOD AND G.C. VERIFY MICRO TO EXTERIOR UNDER CABINET W.P. G,F.I. 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GRI.) A$ INDICATED LIGHTING FOR T.U.G. ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. SERVICE 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS..... 14" TELEPHONE ... 14" (UNLESS ABY COUNTERTOP) TELEV15ION... 1411 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER 4/0 ALU. CABLE SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. MAIN D15CONNECT METER A/C COMBO - SQUARE D DISC. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING TYP. X14 AND 012 COPPER TO ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, 6UNROOM5, RECREATION ROOMS, INSIDREFER TO FLOOR CLOSETS, HALLWAYS, AND 51MILAR AREAS WILL REQUIRE A COMBINATION TYPE A.F.C.I. PLAN FOR NOTED MAIN DISC. PANE LIGHTS AND OUTLETS DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 AMPS. REQUIRED PANEL _ 10 COPPER TO WATER HEATER 5: ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY UNDERGROUND - "8 COPPER TO RANGE ROOMS SHALL BE GF.C.1. PROTECTED (GRI). SERVICE BY 14 COPPER TO 5/8" GROUND ROD 6, IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL POWER COMPANY AL50 SERVICE TO BE BONDED ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH NRP.A.10, NE.G, 2011, F.B.C.R. - 5TH TO FOOTING STEEL EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A F0551L-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 ELECTRICAL RISER DIAGRAM PURPOSES. NOTE: 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN ELECTRICAL MATERIALS AND INSTALLATIONS SHALL SUCH WIRING 16 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE COMPLY W/ APPLICABLE PROVI5ION5 OF THE NATIONAL BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. G.C. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED MAIN FLOOR ELECTRICAL PLAN. GARAGELEFf • JOB NUMBER 26002.254 • CAD FILE NAME LOT 32 TB ISSUED 10-25-16 REVISED I �r DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.92.5.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER w- ,:----: � EST. 1994 F� :. __ x r '00JLA�A 0 JM0> i MM 2 co N L >;JM �°ILLo • r- 0 0 �VQh 0_j co ro N t -� W 0 h 00 T Z N L d • JOB NUMBER 26002.254 • CAD FILE NAME LOT 32 TB ISSUED 10-25-16 REVISED 2585 ol • TI TLE • MAIN FLOOR ELECTRICAL PLAN • SHEET I �r DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.92.5.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER w- ,:----: � EST. 1994 F� :. __ 2585 ol • TI TLE • MAIN FLOOR ELECTRICAL PLAN • SHEET HORIZ. MAVt- 1,, G.C. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED LCTfCL f� DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER 05P WEATHERPROOF DUPLEX OUTLET F GROUND FAULT INTERRUPTER DUPLEX OUTLET �$ HALF -SWITCHED DUPLEX OUTLET SPECIAL PURP05E OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL 6WITCH 13 THREE-WAY 6WITCH 14 FOUR-WAY SWITCH ID DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDE6CENT LIGHT FIXTURE RECE55ED INCANDESCENT LIGHT FIXTURE #p. C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT c FLUORE6CENT LIGHT FIXTURE g EXHAU5TFAN ;p. EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) cH CHIMES (OPTIONAL) o PUSHBUTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR so 5MOKE DETECTOR so c SMOKE / CARBON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) TELEV15ION (OPTIONAL) THEW05TAT ELECTRIC METER = ELECTRIC PANEL D15CONNECT 6WITCH SPEAKER (OPTIONAL) ROUGH -IN FOR OPT. CEILING FAN v � c� CEILING MOUNTED INCANDE5CENT LIGHT FIXTURE W/ G ROUGH -IN FOR OPT, CEILING FAN NOTES - I. PROVIDE AND IN6TALL GROUND FAULT CIRCUIT -INTERRUPTERS (GRI.) A$ INDICATED ON PLANE OR A5 ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLE55 OTHERW16E INDICATED, INSTALL 5WITCHE5 AND RECEPTACLE5 AT THE FOLLOWING HEIGHT6 ABOVE FIN15HED FLOOR: 5WITCHE5.. 42" OUTLETS..... 14" TELEPHONE ... 14" (UNLE55 ABV COUNTERTOP) TELEV15ION... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND 5HALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND I'N5TALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOM6, LIVING R00116, PARLORS, LIBRARIES, DEN5, 6UNROOM6, RECREATION ROOM6, CL05ET5, HALLWAYS, AND 5IMILAR AREAS WILL REQUIRE A COMBINATION TYPE A.F.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE G,F.C.I. PROTECTED (GRI). 6. IT 15 THE RE5PON6115ILITY OF THE LICEN6ED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH N.F.P.A,10, N.E.C. 2011, F.B.C.R. - 5tH EDITION (2014), AND ALL APPLICABLE LOCAL 6TANDARD6, CODE6, AND ORDINANCES. I. EVERY BUILDING HAVING A F0561L-FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE 6HALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEEL' OF EACH ROOM U5ED FOR 6LEEPING PURPO6E6, 8, ALARM5 SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING 15 5ERVED FROM THE LOCAL POWER UTILITY. 6UCH ALARMS SHALL HAVE BATTERY BACKUP, COMBINATION 6MOKE/CARBON MONOXIDE ALARM6 SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TE5TING LABORATORY. UPPER FLOOR ELECTRICAL PLAN GARAGE LEFT4B • JOB NUMBER 26002.254 • CAD FILE NAME LOT 32 TB ISSUED 10-25-16 REVISEDownLo . 18d0 FAX W W W.DAVISBEWS.COM TAMPA •DENVER EST. 1994 x w JIDO o lQ 0 -1cco+>I�p� 'A DU�M Y/ N _ i >JM • orica 00 '02 �: 0-j Co 0 Y °' -'N co .c i J * co �~ Oo ZN0 • JOB NUMBER 26002.254 • CAD FILE NAME LOT 32 TB ISSUED 10-25-16 REVISEDownLo W Y 0 O z � O m V) O � = O N Q M J>=o DAVISSEWS r D11VIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813 . 925 2585 , • TITLE • UPPER FLOOR ELECTRICAL PLAN • SHEET • . 18d0 FAX W W W.DAVISBEWS.COM TAMPA •DENVER EST. 1994 W Y 0 O z � O m V) O � = O N Q M J>=o DAVISSEWS r D11VIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813 . 925 2585 , • TITLE • UPPER FLOOR ELECTRICAL PLAN • SHEET • GENERAL NOTES FOUNDATIONS SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM BEARING CAPACITY 2000 PSF TERMITE TREATMENT THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD WIND DESIGN LOAD INFORMATION IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, S4.1 METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES ENCLOSURE CLASSIFICATION ENCLOSED OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MINIMUM G50 ZINC COATING SHEET 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE S1 PRESERVATIVE WOOD TREATER. CONFORMING TO ASTM A-615 GRADE 40. C2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO S2 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES OF PRESSURE TREATED WOOD. �7 S3 PREFABRICATED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR S SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT INDEX OF DRAWINGS SHEET TITLE STRUCTURAL NOTES FOUNDATION PLAN DOWEL PLACEMENT PLAN FIRST FLOOR FRAMING PLAN CAST IN PLACE CONCRETE CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph p S4.1 NOTES & CONNECTOR LEGEND 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS S4.2 ROOF FRAMING PLAN 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL AND STRUCTURAL PLANS FOR MORE INFO. (PSF) S5 LINTEL PLAN CONFORMING TO ASTM A-615 GRADE 40. C2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE AREA (SQ FT) v WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. SD 1 FOUNDATION DETAILS TRUSS ENGINEER OF RECORD O5 10 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE SD2 DETAILS REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND LATEST EDITION OF ANSI TPI 1. (-) 28.3 GENERAL "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS (+) 20.2 W (-) 22.0 -) 26.4 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING MANUFACTURER UNLESS NOTED ON PLANS SD3 GENERAL DETAILS BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24 LAP EXCLUDING BEND 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF (-) 20.8 (-) 23.9 S D4 GENERAL DETAILS AT EACH END SHALL BE PROVIDED. TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. (-) 19.8 - 22.0 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE TRUSS DESIGN LOADS: CENTER TO UPPER 1/3 OF THE SLAB. SD5 TWO STORY DETAILS TOP CHORD: Lr = 16 PSF (+) 18.4 + 7. BOLTS AND THREADED RODS DL = 7 PSF (SHINGLE TYPE ROOF COVER) (-) 20.9 (-) 19.7 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) SD6 TWO STORY DETAILS 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS DL = 14 PSF (TRUSS OVERBUILD) ��aa5 Pa '� STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF BOTTOM CHORD: DL = 5 PSF ST1 STAIR DETAILS HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE MINIMUM FLOOR DESIGN LIVE LOADS: 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 OR COPPER, FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. A) FLOORS = 40 PSF B) BALCONIES =60 PSF / 100 PSF (IF BALCONY a 100 SQ FT) 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE C) DECKS = 40 PSF D) STAIRS = 40 PSF UPDATES OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MINIMUM FLOOR DESIGN DEAD LOADS: WIND -BOURNE DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS MASONRY WALL CONSTRUCTION A) FLOORS = 15 PSF B)BALCONIES =15 PSF NUMBER DATE DESCRIPTION 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, GENERAL LOADING: �i; g� cn � � CREATED ELEV. A, B, C AND ELEV A WITH BONUS, CONFORMING TO ASTM G90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 ATTIC WITHOUT STORAGE = 10 PSF PSI (fm = 1900 PSI) ATTIC WITH LIMITED STORAGE = 20 PSF GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF 1 5/9/2014 WITH MASTER 2 AND WITH BONUS & MASTER 2 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 GUARDRAILS IN -FILL COMPONENTS = 50 PSF Q _ v, c 0�0�ma� Q I- M 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS 2 7/8/2014 CREATED ELEV. C W/ TRUSSWAY TRUSSES SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.-ADDIT'L BRACING & BLOCKING PER SCSI -1 & TRUSS MANUFACTURER'S DWGS :Dp L7 z z�� 112 o << ��E CREATED ELEV. C W/ BONUS - TRUSSWAY 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING 3 12/18/2014 TRUSSES PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE J 4 1/29/2015 CREATED ELEV. B STD - TRUSSWAY TRUSSES 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) � DRAFTING: FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR POSITIONERS IN MIDDLE OF WALL 12d TOENAILS EACH END. � REMOVED OPTIONAL MASTER SUITE 2 AND 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. -TRUSS X BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45 FROM VERT. TO EA. TRUSS "X" 5 1/30/2015 OPTIONAL BONUS ROOM W/ MASTER SUITE 2 FROM 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND MEMBER w/ (3) 12d NAILS. SPACE BRACING ALONG TRUSS SPAN @ 10,4' MAX AND cn 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 QC CHECK: MASTER PER BILL YOUNGMAN'S REQUEST 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, 2AND 3 U ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. JOB No. UPDATED ELEV. A STD W/ TRUSSWAY TRUSSES 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING 6 4/14/2015 PER TB -567 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 SCALE: AS INDICATED 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 DATE: 10/26/2016 C CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS 7 1/8/2016 ADDED A/C CHASE TO CLOSET AT BEDROOM 3 CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-133. ("T" BRACING MAY BE USED I.L.O. 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION 5.11.1 TABLE WITHIN BCSI-B3). 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND 8 1/26/2016 ADDED ALTERNATE DEN OPTION 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 BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) 1. WOOD CONSTRUCTION ;SHALL CONFORM TO THE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4, 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS. 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UPTO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES, TYP U.N.O. 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 10.SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS ENGINEERED LUMBER ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN VALUES AS FOLLOWS: COLUMNS BEAMS STUD E = 1,800,000 Ib/int U.N.O. E = 2,000,000 Ib/int U.N.O. E = 1,500,000 Ib/int U.N.O. Fb = 2500 Fb =3000 Fb = 2200 Ft = 1500 Ft = 1700 Ft = 1500 Fc II= 3000 Fc 1I= 3000 Fc 1I= 2100 Fc 1= 900 Fc j = 900 Fc 1= 450 Fv = 285 Fv = 285 Fv = 150 WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. CEILING CONSTRUCTION 1. USE 1/ CEILING R 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 (12.7MM) GYPSUM BOARD, DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2. STRAPS/CONNECTOR SUBSTITUTION MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETS FOR ADDIT'L INFO.) 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5.OMITTED J -BOLT -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY @ 5" MIN EMBED. -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY 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 +1/2"-1-1/8", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS. 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 UNO (LOW HYDROGEN). FILLET WELDS SHALL BE %6' UNO. 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph p WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 000 !oo °o / �I WIND PRESSURE & SUCTION EFFECTIVE Z (PSF) WIND 2 w py ., cc Q (+) VALUE DENOTES PRESSURE AREA (SQ FT) v s Q •Zz - VALUE DENOTES SUCTION AREA 4O O5 10 (+) 21.2 (+) 21.2 (-) 22.9 (-) 28.3 20 (+) 20.2 (+) 20.2 W (-) 22.0 -) 26.4 0 (+) 19.0 (+) 19.0 50 (-) 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 (-) 19.8 - 22.0 GARAGE DOORS 9'-0" x T-0" 16'-0" x T-0" _.W. (+) 18.4 + 7. (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 aI J✓' ��aa5 Pa '� STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 5th EDITION (2014). WIND SPEED IS BASED ON LINEAR INTERPOLATION FOR THIS SITE. 2, MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS 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 O I- C0 W 0 IN ° etaaeue��i � a w ` C8 LL! ao 000 !oo °o / �I J O Z Q U 2 w py ., cc Q p U LU v s Q •Zz LLi zo Q 000 OOo!� v / m O LL ° v J J Q Z � O O U LU • 0 4rj "d M O U z Q M z 0 cli W w Z 0 O � LL O I- Z mmm U) O Q _.W. LO 0 O00O O [t_ LU CV m W OO J U ry O J z (� �i; g� cn � � W 0 06Z W,n �M D��Bp N Of (1 Q 0 LL O -3 Q O = 0 F-- Q _ v, c 0�0�ma� Q I- M I` Uj o :Dp L7 z z�� 112 o << ��E W LU IL N J Z ON � DRAFTING: w U � z o Uj LL] � ^ v cn O..� QC CHECK: MRB .�.� U F- JOB No. TM - 2153301 z z w 0 SCALE: ��II JE�1 z v "` �U Z O O ai J 0 H N z 0 M W Z Z 0 O � I- Z LI Q LO 0 O00O CV m OO J Z o J W LL (D -3 Q O = U) Q I- M I` Uj L7 0 - LU D' STRUCTURAL ENG: CFG / BAD (� DRAFTING: F_ H -STRUCT: MB cn QC CHECK: MRB Q F- JOB No. TM - 2153301 z w 0 SCALE: AS INDICATED W w DATE: 10/26/2016 C S1 0 0 M /C PA A/C 0 Z O 0 LO> - r ry O N 75'-0" 52'-4" TWO STORY FOOTING 9'-0" V-2" T-10" 13'-8" FOUNDATION NOTES: 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2. PROVIDE 3-1/2" 3000PSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION. 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. LAP SPLICES SHALL BE NO LESS THAN 25". 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE 6, CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 9. NO WOOD STAKES PERMITTED IN FOUNDATION. 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET SDI FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS AND LAP SPLICE. SEE DTL MFO9 AND MFIO ON SDI FOR STANDARD FOOTING STEP DOWN AND CORNER INFORMATION. 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION 13, ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO 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 — --.:-- DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR). N THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO 00 DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE ifl w STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND i FOOTING SIZES PENDING DEPTH OF STEMWALL. FOOTING SCHEDULE O12"x12"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. ID01 0o BARS & 3" MIN. COVER TO EDGE OF CONC. iD2 C? 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. C? BARS & 3" MIN. COVER TO EDGE OF CONC. 0 32"x32"x12" dp w/ #5's EQUALLY SPACED EA, 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. O36"x36"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. O48"x48"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 54"x54"xI6" dp w/#5's EQUALLY SPACED EA. 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. O60"x60"x16" dp w/#5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. SYMBOLS LEGEND ID01 bo 3D2 E3 INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM (6'-8" O.C. MAX U.N.O.). INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT #5 CONT. FT.G TO TIE BEAM. FOUNDATION PLAN 1/4"=11_0V1 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. LU I— Q z _O CL U (n W 0 III w Z Imo— z CL g* W3;,n 0 NO Nn Z 06 F- Z v) c¢n LL uO O Z o�Cr c •� o -� V) U 0 ~ 0 1z 0 Z Q6U)�� O Q p <<W�r5E W rn a zLU D Z O§ N �F- 0 ° UjU— ~ U Z wQ o LU or� _ O U (n Q Z_ 0 U-1 U O 0- z U ° Q Z O u Z z M W Z-�0 CO Q LL! z W o �e �- WInO = 0000 LO � N m O O J Z U p W 0 -_ O F 0 1-�H W U) CL W Z) STRUCTURAL ENG: CFG / BAD ~ U DRAFTING: Cif I— -STRUCT: MB (A .J QC CHECK: MRB I-- JOB No. TM - 2153301 Z W 0 SCALE: AS INDICATED w DATE: 10/26/2016 c S2 4" PER DETAIL 1/S3 M SYMBOLS LEGEND ED INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM ( 6'-8"O.C. MAX U.N.O.). INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. [� INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. #5 CONT. FT.G TO TIE BEAM. (1) #5 @ TOP, BOTTOM & @ 24" O.C. VERTICALLY BETWEEN COLUMN & MAIN HOUSE CMU (1) #5 @ TOP, BOTTOM & @ 24" O.C. VERTICALLY BETWEEN COLUMN & MAIN HOUSE CMU FILLED CELL PLAN VIEW SECTION VIEW OMASONRY COLUMN TIE IN C9 O DOWEL PLACEMENT PLAN 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. 3/4"=1'-0" W Q 0 J Q f— z W W 'z 0 O N z �- O NRY WALL ORCING PER TYP). U W 10 u . IJ W y eco co •Z::® J z W < C 0 J O C c� J 0 z z (1) CONT. #5 FROM TIE BEAM m W TO FOOTING 0 NRY WALL ORCING PER TYP). Z rz 0�1111111�� O J T- I -- 0 I— O J J Q U ..' 0 J O PIIIII' Z U Q W 11 a� O {' O Z 0 U O U' W U z z W (D U W 3Fg� I— W W iz V) N I� 06 WZFNM t� Q W U, a .�jo► U)LL c U �� O % z ch < z ` J iiNIgz F- Q �o iE $ �o CO 1� = z Zzc W .J ° a� 8FE J Ill a W W LU TZJ zo USO Z LU Q 0W O U U) C z IM111111t9la 73 V u . 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BAD I— C DRAFTING: D F F- -STRUCT: MB (n J QC CHECK: MRB i JOB No. TM - 2153301 Z W SCALE: AS INDICATED W DATE: 10/26/2016 i cn S3 SD5 L_.l..l.__la-_ 9 J04 WS11 LD04 J04 SD5 SD6 SIM J04 J04 J03 J02 J01 I I HUS26 TRUSS TO LEDGEF (14) 10dx 1-1/2" NAILS TO LEDGER & (6) 10d NAIL TO TRUSS. _ J BW1 H2x6 MD SE 2x12 #2 SYP LEDC I, 1/4"x3-1/2" SIMPS( TO THE VERTICAI FLOOR TRUSS @ �I PS03 SD4 SIM. s WF12 SD6 FIRST FLOOR FRAMING PLAN WALL LEGEND = 9'-4" T.O.M. 11'-0" T.O.M. j = 12'-0" T.O.M. �II = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. 1/4"=11-011 NOTE. SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND 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 Q z O IZ i IFy �U i U) W ❑ W � Uj rn o6o IL co Sip Uj 0o t�. Q Q U > -�'� •. UO �— N co O O O O O O I I HUS26 TRUSS TO LEDGEF (14) 10dx 1-1/2" NAILS TO LEDGER & (6) 10d NAIL TO TRUSS. _ J BW1 H2x6 MD SE 2x12 #2 SYP LEDC I, 1/4"x3-1/2" SIMPS( TO THE VERTICAI FLOOR TRUSS @ �I PS03 SD4 SIM. s WF12 SD6 FIRST FLOOR FRAMING PLAN WALL LEGEND = 9'-4" T.O.M. 11'-0" T.O.M. j = 12'-0" T.O.M. �II = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. 1/4"=11-011 NOTE. SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND 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 Q z O IZ i IFy �U i U) W ❑ W � Uj rn o6o IL co Sip Uj 0o t�. z Q Q U > -�'� •. UO W Ulllllal�� ", OO M w O Q � I oz O w a' u �; O o 0 z O M a z a ( cr M F- W W U :3 0 O� C) U- O U) z 0 a / _- W O z WQW W W W) O CL CO O �- 0 cn LU 0 8 ` C6 z N os I- z Q U) LL _ CV m O z Z J V) < NNWZP O � ZQnW,.jE a�g U w = LL 0 U Q� ��$U; O L13 0 0 Q I— j 5 a0= W Z I --U- Fn 0 W o 2 co W z z U UO oz O J 0 M z F- W Z :3 0 O� z WQW W W) O CO O 00 0 3. CV m oO W Ce L13 b 0 Q a0= Fn p 0W U)CL W STRUCTURAL ENG: CFG / BAD (� DRAFTING: 0 H F- -STRUCT: MB (n J QC CHECK: MRB Q F= JOB No. TM - 2153301 z W 0 SCALE: AS INDICATED U W DATE: 10/26/2016 S4 BEARING WOOD WALL SCHEDULE TAG STUD SPACING LUMBER SPECIES CONNECTION & FASTENERS UPLIFT CAP. (plf) BLOCKING TOP BOTTOM BW1 16" SPF (3)12d TOENAILS (3)12d TOENAILS NO UPLIFT MID -SPAN SYP #2 BUILT UP STUD COLUMN BW2 16" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN MO BW3 16" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. LVL COLUMN. BW4 12" SPF (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN 5-1/4"x7" LVL COLUMN. BW5 12" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN STANDARD COLUMN NOTES BW6 12" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 If p 3rd. PT. 7" EMBEDMENT BW7 16" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN TO POST: SIMP. HTS20 OR LSTA18 BW8 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN H2.5A w/(10)8d BW9 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. 0000 BW10 12" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN MGT w/(22)10d $" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. BW11 12" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN BW12 12" SYP j 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS j 1160 plf 3rd. PT. TO POST: SIMP. HTS20 OR LSTA18 STANDARD BEARING WALL W/THREADED ROD NOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. (CAN BE SUBBED WITH OUT REVIEW) ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE W/ (3) 12d TOENAILS 3. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 4. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 5. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 12d TOENAILS. 6. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END. 7. Y2" THREADED ROD w/ MIN 6" EMBED (OR 6" PAST STEP DOWN) w/ SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED w/in TOP PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION OF ROD AT BASE. NUT AND 2"x2"x1/4" WASHER @ TOP. THREADED ROD TO BE PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE CONNECTIONS. 8. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDIT'L BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D IF B RG. WALL IS INDICATED WITH BW1, BW4, BW7, & BW10. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOENAILED/ ENDNAILED TO THE PLATE AND THE 2X BASE PLATE CAN BE ATTACHED WITH HARD CASED GUN NAILS & THE ANCHOR BOLT ATTACHMENT INDICATED IN BEARING WALL SCHEDULE IS NOT REQ'D. 9. AT SHEAR WALL LOCATIONS ONLY: NUT & WASHER @ BASE OF THREADED ROD ARE REQ'D. SEE PLAN FOR ADDIT'L SHEARWALL INFO. AND DETAILS. 10. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SD2 U.N.O. ON PLAN. 11. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD3 U.N.O. ON PLAN. 12. COLUMNS Win BEARING WALLS w/ UPLIFT THAT DO NOT SHOW A BASE CONNECTION: CONTRACTOR TO INSTALL THREADED ROD Win 6" OF COL. (MIN CENTER TO CENTER SPACING OF THREADED ROD IS 8") 13. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR FOR FURTHER REVIEW. 14. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX. ARE ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA. SIDE AND CRIPPLES AT 24"o.c. AT 2 -STORY OPEN AREAS INSTALL NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINST CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE LEAVE A 4" GAP FROM TRUSS TO TOP PLATE AND ATTACH USING EITHER (2)12d TOENAILS OR SIMPSON DTC CLIP. ATTACH BASE PLATE w/ EITHER GUN NAILS @32"o.c. OR (2)12d NAILS TO EACH FLOOR TRUSS. COLUMN SCHEDULE F<7��(2)2X4 SPF #2 BUILT UP STUD COLUMN O(3)2X4 SPF #2 BUILT UP STUD COLUMN O(4)2X4 SPF #2 BUILT UP STUD COLUMN O(2)2X6 SPF #2 BUILT UP STUD COLUMN O(3)2X6 SPF #2 BUILT UP STUD COLUMN O(2)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X4 SYP #2 BUILT UP STUD COLUMN O(2)2X6 SYP #2 BUILT UP STUD COLUMN O(2)2X8 SYP #2 BUILT UP STUD COLUMN OL 4x4 SYP #2 POST MO 6x6 SYP #2 POST NO 8x8 SYP #2 POST OP 3-1/2"x3-1/2" LVL COLUMN. O3-1/2"x5-1/4" LVL COLUMN. OR 3-1/2"x7" LVL COLUMN. O3-1/2"x9-1/2" LVL COLUMN. OT 5-1/4"x5-1/4" LVL COLUMN. VO 5-1/4"x7" LVL COLUMN. XO 7"x7" LVL COLUMN YO 3 1/2" X 11 7/8" LVL COLUMN c Z, 5 1/4" X 9 1/2" LVL COLUMN STANDARD COLUMN NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD4, 2. ALL (POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID POSTS, AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS & $" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & $" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)$" EPDXY ANCHORS w/ MIN. 7" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS, 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. NAIL SCHEDULE STANDARD NAIL GENERAL DIAMETER/ LENGTH 8d .131" x 22" 10d .148" x 3" 12d .148" x 34" 16d .162" x 32" 8d RING SHANK .113" x 2$" NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ,ATTACHED TO. CONNECTOR SCHEDULE TAG BEAM SIZE CONNECTIONS VALUES VALUES TAG SIMPSON CONNECTOR TYPE SPF(Ib) SYP(Ib) (2)2x8 #2 SYP META16 w/(7) 10dx12" NAILS OR B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)n"x23" H2x10 META20 w/(7) 10d x 12 NAILS FRAME TO CMU 1450 1450 ON MASONRY: SIMP. META16 (2)META16 OR (2)META20 2)2x12 #2 SYP w/2" FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 2 (1)ply TRUSS (10)10d x 11 -'NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 B2x10 (2)ply TRUSS (12) 16d x 12" NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (2)ply 1900 (2)ply 1900 NAILS & (18)4"x24" TAPCONS H10A w/(18)10d x 12" NAILS OR H10A 1015 H10A 1340 (2)1.75"x9.25" LVL (2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS FRAME TO FRAME H10A-2 1070 H10A-2 1245 H5.5x11.25 HTS20 w/(24)10d x 11" NAILS (10) 10d NAILS j WITH 1/2" FLITCH El (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 1245 1450 PLATE BETWEEN PLIES (2)HTS20 w/(24)10d x 12" NAILS HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE TO POST: SIMP. HTS20 OR LSTA18 51 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 2490 2900 (10) 10d NAILS H2.5A w/(10)8d FRAME TO FRAME 535 600 MTS12 w/(14)10d x 12" NAILS 0000 ON MASONRY: SIMP. META16 71 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 860 _ 1000 1-81 MGT w/(22)10d $" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 (2)1.75"x11.875" LVL 7" EMBEDMENT NAILS & (18)4'x24" TAPCONS HTT4 w/(18)16d x 2"' NAILS & $" EPDXY ANCHOR w/SIMP. ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 FRAME TO CMU 3640 4235 SET EPDXY MIN. 7" EMBEDMENT B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d HGT-2 w/(16)10d NAILS w/$" EPDXY ANCHOR w/SIMP. SET NAILS & (18)4"x23" TAPCONS �- a 10 '-- FRAME TO CMU 6280 6280 QO= EPDXY MIN. 5" EMBEDMENT 65.25x16 (3) 1.75"x16" LVL to 11 HTSM16 w/(8)10d NAILS & (4) 4"x 24" TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928plf 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 18 LTT20B w/(10) 10d NAILS & $" EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG. OR 1290 1300 EPDXY MIN. 7" EMBED. CMU HTT4 w/(18) 16d x 22' NAILS w/g" EPDXY ANCHOR w/SIMP. -STRUCT: MB 19 SET EPDXY MIN. 7" EMBED. -AT LVL/PL COLUMNS USE COLUMN TO FTG. 3640 4235 (1")#10x12" SD SCREWS INSTEAD OF NAILS QC CHECK: MRB (3)HTS20 w/(24)10d x 12" NAILS 20 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 3735 4350 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS GIRDER TO COL./ BEAM 9100 4095 DATE: HUC210-2 HEADER TO CMU w/ (18) 1/4"x2-3/4" SIMPSON 10/26/2016 GRAVITY:5085 GRAVITY:5085 23 TITENS & (10) 10d NAILS FRAME TO CMU UPLIFT:1810 UPLIFT:1810 HUS26 TO LEDGER W/(14)16d NAILS AND TO TRUSS 1335 1550 24 W/(6)16d NAILS FRAME TO FRAME 25 HUSC210-2 W/(8)16d NAILS TO BEAM AND (8)16d NAILS TO FRAME TO FRAME GRAVITY:2125 GRAVITY -.2125 COLUMN UPLIFT -.3290 UPLIFT:3290 26 LTT20B w/(10) 10d NAILS & 8" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 1290 1300 EPDXY MIN. 7" EMBED. STANDARD CONNECTOR NOTES 1, ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. META16 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ 24"o.c. OR 32"o.c.) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. META16, @ 32"o.c. MAX. AND (2) AT EACH CORNER. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2 -PLY U.N.O. ON PLAN 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED META16 STRAP LOCATION. IF DOUBLE META16 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED w/OUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @ 12"o.c. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE IN ADDITION TO NAILING PER HEADER SCHEDULE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6, IF HEADER IS NOT SPECIFIED 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. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 � w 00 TO BEAM: SIMP. HUC48 w/(14)16d NAILS H2x8 (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)n"x23" H2x10 PLATE TAPCONS O ON MASONRY: SIMP. META16 H2x12 2)2x12 #2 SYP w/2" FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & H3.5x5.5 (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d H3.5x7.25 PLATE NAILS & (18)4"x24" TAPCONS ON MASONRY: SIMP. META16 H3.5x9.25 (2)1.75"x9.25" LVL TO POST: SIMP. HTS20 OR LSTA18 Z :3 TO BEAM: SIMP. HUC410 w/(18)16d & H5.5x11.25 (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP, HU410 OR HUC410 w/(10)10d H3x12 PLATE NAILS & (18)4"x24" TAPCONS PLATE BETWEEN PLIES ON MASONRY: SIMP. META16 HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE TO POST: SIMP. HTS20 OR LSTA18 JACKS @ EA. END KINGS @ EA. END TO BEAM: SIMP. HUC410 w/(18)16d & 1 1 (10) 10d NAILS B3.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d 1 NAILS & (18)4"x24" TAPCONS 0000 ON MASONRY: SIMP. META16 TO POST: SIMP, HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4'x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 O TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x23" TAPCONS �- a ON MASONRY: SIMP. META16 '-- TO POST: (2) SIMP. HTS20 OR LSTA18 QO= ON MASONRY: (2) SIMP. META16 65.25x16 (3) 1.75"x16" LVL to O F- * NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE ry TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 B3.5x20 (2) 1.75"x20" LVL U.N.O. NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x BEAMS TOGETHER USING (2) ROWS OF 12d NAILS @ 12"o.c. (TYP. ONE SIDE) USE 3 ROWS WHEN 2x10 OR LARGER. MIN. 2" FROM TOP AND BOTTOM OF BEAM NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 6"o.c. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) � w 00 16d NAILS H2x8 (2)2x8 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) ❑ J 16d NAILS H2x10 2)2x10 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) O 16d NAILS H2x12 2)2x12 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) 0 16d NAILS H3.5x7.25 (2)1.75"x725" 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) Z :3 16d NAILS H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) ow 16d NAILS H3x12 (3) 2x12 #2 SYP w/ 2" FLITCH ATTACH KING STUD TO HEADER w/(10) PLATE BETWEEN PLIES 16d NAILS HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE SEE PLAN FOR WALL WIDTH JACKS @ EA. END KINGS @ EA. END V-0" TO 3'-11" 1 1 4'-0" TO 8'-0" 2 2 ROOF NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ SINGLE TOP AND P.T. BASE PLATE LEAVE 1 1/2" GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2) 12d TOENAILS. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER, THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY TRUSSES 10. USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT ----STOP---- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES NAILING SCHEDULE: ROOFS: ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 6" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. GABLE ENDS: ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. EXTERIOR WALLS: SEE WF10/SD4 FOR MORE INFO. NAI LS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS, ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. APA SHEATHING NOTE: 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END WITH (3) 1.0d TOENAILS. FLOOR FRAMING NOTES GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. iF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. NAILING SCHEDULE FLOOR SHEATHING TO BE 4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD K1(')TGC 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSTIONS NOT SHOWN HERE. NOTES & CONNECTOR LEGEND 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 MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 11 J Q H Z W ❑ W Qr Z O 0 N F_ z 0- O ~ U o W w O U C7 Z 0 J 5 m O iW `V V ,� oo•••o. `�/'j� mow' �z � D_ �t �•� ®• - m • •• � w 00 O r J'� • u o +U _j Z Q b �¢ a ., s ❑ J �• s `�a Cal Z ❑ o O w♦♦ 0 /41119919�®®``` M u- 0 J J a _ 07 w • d1r,�/ O ❑ O z Q O a ., cliMw M M y WQ z 4 �� 0 0 07 z O U O W IL wry y U O z I- W�,�� 0 W ❑ fn O l r dS F- z to os I:.L ZU�S��c U) ao +� O zz NSI Z O J �N�CK O U V zzna wWE w06J0i CL f- = WZ U. F-W Lu ~� o w� = Z -' O�... U Z ��II Jfro1 z V . U Z o O J ❑ M Z 0 W Z :3 O r ow J ❑ LLI Q W LO O 1 _ 0000 3 CV m O ❑ W LL �- a O '-- QO= to O F- 0 ry U) 0- W tY Z) STRUCTURAL ENG: CFG / BAD I- O DRAFTING: -STRUCT: MB J QC CHECK: MRB H JOB No. TM - 2153301 z W ❑ SCALE: AS INDICATED U) W DATE: 10/26/2016 X co S4.1 ti� OI, J08 J09 J10 J11 J11 J10 J09 J08 O� ROOF FRAMING PLAN STANDARD 2ND FLOOR FRAMING NOTES: 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW" OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B WALL LEGEND = 9'-4" T.O.M.(�ML�`, = 11'-0" T.O.M. = 12'-0" T.O.M. = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. 1/4"=11-011 NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND 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 Q J Q H Z W ❑ W z o O N z CL O E ~ U o U) LijW z o J 5 m LLJ co • �y ®LU ao W CD..G� = Z r•� W LD � >- 0 _ 'B///111111�� m .LLL. O J J Q z O O O 0 Z O - .: z -� Q :. _ O K 0 � W4 �+ • y I,'I 4= _+ , C) LL ya\?� 9 O u z m O W O a W Cr 7 U Z z Q (0 � J C ��8 U CL L1J � n W WN Z rn LZ LL U�od O E OFA Z J NZn o :Da��lzg U < z ZEN o O < W669 W H v �&jXa F_ Q � N � _jH Z LL. �.0 O W H O U Z w Q ❑ W O U �..... U Q Z_ ❑ W U) O IL2 z U Q Z o O In Mz zZ -� 0 F- O F- LO O = 0000 LO o O .J Z LU o UW O O cO5 p HCH o � cn �- W STRUCTURAL ENG: CFG / BAD U DRAFTING: H -STRUCT: MB to J QC CHECK: MRB H JOB No. TM - 2153301 Z W SCALE: AS INDICATED ............. DATE: 10/26/2016 LU W S4.2 EXTERIOR FRAME WALL SCHEDULE (TAYLOR MORRISON) WALLS WITH PLASTER OR STUCCO FINISHES WALL HEIGHT STUD & SPECIES SPACING SPACING INTERIOR ZONE END ZONE 8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 9'-0" 2x4 SPF #142 16" O.C. MAX 16" O.C. MAX 9'-4" 2x4 SPF #142 16" O.C. MAX 16" O.C. MAX 10'-0" 2x4 SPF #142 16" O.C. MAX 12" O.C. MAX EXTERIOR FRAME WALL NOTES 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR REQUIRED STUD SPACING. 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #142 @ 16" O.C. U.N.O. ON FRAMING PLANS 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B WALL LEGEND = 9'-4" T.O.M.(�ML�`, = 11'-0" T.O.M. = 12'-0" T.O.M. = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. 1/4"=11-011 NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND 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 Q J Q H Z W ❑ W z o O N z CL O E ~ U o U) LijW z o J 5 m LLJ co • �y ®LU ao W CD..G� = Z r•� W LD � >- 0 _ 'B///111111�� m .LLL. O J J Q z O O O 0 Z O - .: z -� Q :. _ O K 0 � W4 �+ • y I,'I 4= _+ , C) LL ya\?� 9 O u z m O W O a W Cr 7 U Z z Q (0 � J C ��8 U CL L1J � n W WN Z rn LZ LL U�od O E OFA Z J NZn o :Da��lzg U < z ZEN o O < W669 W H v �&jXa F_ Q � N � _jH Z LL. �.0 O W H O U Z w Q ❑ W O U �..... U Q Z_ ❑ W U) O IL2 z U Q Z o O In Mz zZ -� 0 F- O F- LO O = 0000 LO o O .J Z LU o UW O O cO5 p HCH o � cn �- W STRUCTURAL ENG: CFG / BAD U DRAFTING: H -STRUCT: MB to J QC CHECK: MRB H JOB No. TM - 2153301 Z W SCALE: AS INDICATED ............. DATE: 10/26/2016 LU W S4.2 CONTRACTOR TO VERIFY THE GROUT IS LEVEL WITH TOP OF BLOCK FOR PROPER TRUSS/ FLOOR SYSTEM BEARING (MIN 3") z J n Ir W a C� W z O Q AT CORNERS a PRECAST "U" PROVIDE LINTEL W/ 3000 STANDARD #5 psi CONC. PER HOOK BAR. LAP LINTEL PLAN. IF OTHER BARS INTO REBAR IS CORNER AS REQ'D INDICATED IN "A" LINTEL, #5 TO BE 11CV1 HOOKED INTO LINTEL PER PLAN SIDE VERTICALS .1C'. . °d #3 4' i 4d d rid •.� '!�; ° .. ° a e a d, y d a Z ° BOTTOM STEEL IN LINTEL IF ° d INDICATE - SHOULD HOOK INTO ° VERTICAL CELLS PER MD08 d ROUGH OPENING PER PLAN I ` d a d ° ' METAL LATH OR WIRE SCREEN OVER COURSES NOT REQ'D TO BE FILLED. (SHEET METAL & PAPER FELT PROHIBITED) HOOK PER MD08 S @ a bl O I ¢ --- N Tl z w U) ° TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR �8"x8"x16"CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08 FOR LAP INFO. PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = T-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 BAR SIZE BEND O LENGTH LAP SPLICE BEND O LENGTH �, O "A" "B" 11CV1 111)" LINTEL PER PLAN "B" .1C'. "D" #3 17/8 a 7 d 21/4 41/4 91/4 18 ' 21/2 n 91/2 20 3 55/8 4 24 #5 31/8 7 113/4 25 FRAME INFILL AROAD, 7 151/2 30 #6 33/4 81/16 WINDOW BY BUILDER 30 41/2 81/16 SEE DOWEL PLAN FOR 36 #7 43/8 SEE WF01/SD1 FOR MORE INFO 16 1/2 35 51/4 FILLED CELL INFO. MIN. (1) IS REQ'D ON 21 3/4 42 UNFILLED f TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR �8"x8"x16"CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08 FOR LAP INFO. PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = T-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 BAR SIZE BEND O LENGTH LAP SPLICE BEND O LENGTH LAP SPLICE O "A" "B" 11CV1 111)" LINTEL PER PLAN "B" .1C'. "D" #3 17/8 41/4 7 15 21/4 41/4 91/4 18 ' 21/2 TRANSOM OPENING 91/2 20 3 55/8 121/2 24 #5 31/8 7 113/4 25 FRAME INFILL AROAD, 7 151/2 30 #6 33/4 81/16 WINDOW BY BUILDER 30 41/2 81/16 SEE DOWEL PLAN FOR 36 #7 43/8 SEE WF01/SD1 FOR MORE INFO 16 1/2 35 51/4 FILLED CELL INFO. MIN. (1) IS REQ'D ON 21 3/4 42 UNFILLED f X EITHER SIDE U.N.O. SAFE LOAD TABLE NOTES o J Z O 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL I RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 2. 0 = NOT RATED. f 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. ` W 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR f (2) 2X8 SYP#2 P.T. HEADER f ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. f 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. TURNED SIDEWAYS. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY I .'; CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF ATTACH TO MASONRY SUPPORT. I 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. WALL W/ SIMPSON HU2'8-2 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT, f DOOR OR WINDOW OPENING •:. HANGER @ EA. END. W✓ MAX. OPENING 4 FT .;.;y.:(14) 1/4" x 2-3/4" TAPCONS " Z TO MASONRY & (6) 10d NAILS TO HEADER LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = T-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND O LENGTH LAP SPLICE BEND O LENGTH LAP SPLICE O "A" "B" 11CV1 111)" "A" "B" .1C'. "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 13/16 21 3/4 42 1 LAP SPLICE EMBEDDED Z: STANDARD 90° HOOK STANDARD 180' HOOK #3=2%2' #4=2%2' #5=2%' #6 = 3" #7=3Y2" PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LINTEL MANUFACTURERS: APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE CASTE -CRETE, QUALITY, AND LOTTS STANDARD LINTELS STANDARD LINTEL NOTES �LEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16 -1B / 8F16 -0B 8F24-1B/8F24-0B 8F32-1 B / 8F32 -OB - -- 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. V-6" 2231 3069/ 3069 6113 / 6113 8974/8974 10000 / 10000 2'-2" 1783 3069/3069 3069 6113 / 5163 8974/8054 10000 / 10000 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 2 8" 1343 2693/2561 6113/3820 8974/5961 10000 / 8107 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. T-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 8" BEARING EA. END T-4" 1006 1663 / 1349 5365/1999 7342 / 3123 10000/4249 ._ -_ _- _ _ , __..- - -- 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN 4'-0" 860 1651 / 1349 5365 / 1999 7342 / 3123 10000 / 4249 ------- - --- - - -_ - -- - INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT 4'-6" 710 1423 / 1105 4360 / 1631 6036 / 2549 8328 / 3470 -- - -- - - ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5-2" 570 1232/1232 3480 / 2580 8360/3586 8825 / 4592 6-2" 488 991/991 2661 / 2143 5681 / 2698 6472 / 3685 5. (') ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN, 32" FOR THE LOAD T-0" 416 752/699 1843/1625 3486/2602 6390/3302 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 ADEQUATE FOR THE LOADS. 9 2' 315 - 618/535 1533/1247 2781 /1946 4754/2489 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS 10 -0" 292 567 / 454 1366 / 1277 2423 / 1770 4006 / 2263 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY 10 8" 277 492/352 1254/1132 2193/1567 3552/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 1V-211 255 471 / 352 1075/1075 1838/1567 2883 / 2003 _- 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL 12' 0" 239 418/297 1075/1045 1045 1838 / 1446 2883 / 1848 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 13'-4" 0 328/0 1234/0 1779/0 2662/0 14 -0" 0 292/0 1160/0 1660/0 2439/0 161-011 0 284/0 950/0----- 1379/0 1997/0 MATERIALS 18--0" 0 211/0 750/0 1177/0 1676/0 18'-8" 0 142/0 598/0 1114/0 1468 / 0 1. ft PRECAST LINTELS = 3500 PSI. 20'-0" 0 180/0 598/0 1024/0 1441/0 2. ft PRESTRESSED LINTELS = 6000 psi. 20 8 0 145/0 550/0 981 / 0 1-376--/0 _ 3. GROUTED PER ASTM C476 f'g = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 22-8" 0 110/0 450/0 824/0 1147/0 -- - - - _ - - - -- - - 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE RECESSED LINTELS -FILLED - — STRENGTH = 1900 PSL CLEAR OPENING 8R6-1B/8R6-0B 8R14-1B/8R14-0B 8R22-1 B/8R22-OB 2'4" _- 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE — 2'-8" 1425/1425 3343/3280 4933/4933 - 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. 3-0" 1230/1230 2769/2769 4085/4085 -3'-4" 1081/920-2769/1716 4085/839 LINTEL DESIGNATION SCHEDULE 4'-4" 846 / 833 2121 / 1716 —3127"-/2-8-3-9- _ 5'-4" 664/572 1761 / 1761 2595 / 2595LINTEL F = FILLED WITH GROUT / -- __ MARK 6 -4" 526/434 1539 /1539 1329/2267 REQUIREMENTS U = UNFILLED R =RECESSED 7'-4" 480/322 1334/ 1334 1964/ 1552 QUANTITY OF #5 REBAR O8RF6-1B/1T 8'-4" - 415/235 -._. _1152/1152 1694/1552 BOTTOM OF LINTEL CAVITY8F16-1B/1T 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER Q 8F8-1 B/1 T �—QUANTITY OF #5 REBAR AT TOP 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. O 8RF14-1B/1T NOMINAL HEIGHT 0° 8F16-1B/1T NOMINAL WIDTH O8RF14-OB/1T TYPE DESIGNATION E O 81`16-013/1T 1-1/2" CLEAR LINTEL PLAN_ AD08 REBAR SPLICE DETAIL SCALE: 3/4" = T-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. lisp., z C� -i CD - 2 d #5 REBAR AT TOP MIN. (1) REQ'D U - ¢ C.M.U. � GROUT 0 O 8F20-1B/1T InQ�Mrn. 8F20-0B/1T O 8RF22-1B/1T O 8F24 -113/1T =^ce LX z - d #5 REBAR AT BOTTOM OF LINTEL 1`o CAVITY = O 8RF22-0B/1T BOTTOM REINFORCING PROVIDED 7-5/8" ACTUAL IN LINTEL (VARIES) 0 81`24-OB/1T 0 a4CW6'J 8" NOMINAL WIDTH Z V z�� FILLED i ON 8RF301B/1T LL U C40 0 8F32-1B/1T 1-1/2" CLEAR � ~ ¢ W - #5 REBAR AT TOP MIN. (1) REQ'D U ¢ z C.M.U. - 90 t f i 0 8RF30-0B/1T O_ s 8F32 -0B/1T O 8F38 -1 B/1 T O 8F12-1B/1T 11 � ~ * BOTTOM REINFORCING PROVIDED 7-5/8" ACTUAL IN LINTEL (VARIES) L O 8F40-0B/1T O 8F8 -0B/1T 8" NOMINAL WIDTH UNFILLED f X z SAFE LOAD TABLE NOTES o J Z O 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL I RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 2. 0 = NOT RATED. f 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. W 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR f 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING f ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. f 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY I CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF 0000 SUPPORT. I 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. N 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT, f LINTEL PLAN_ AD08 REBAR SPLICE DETAIL SCALE: 3/4" = T-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. lisp., U) C z C� L LIJ 0 InQ�Mrn. i < 06 QzN�76 =^ce z J 0lIn c V) LL – F- J W U) p 0 a4CW6'J Z V z�� wjI W J — O LL U C40 J ,0 � c C W W U) C J V � c z 0 11 � ~ M z J Z O O J W Q LLI 00 1 0000 a N IM O J Z W LLC) ��0 — O 0 HCH ] of^ 7 L.L. J STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: MB J QC CHECK: MRB - JOB No. TM - 2153301 Ll SCALE: AS INDICATED Li DATE: 10/26/2016 C 0 c S 5 (1) #5 FROM FTG. TO 8"x12" THICKENED (1) #5 FROM FTG. TO —� SLAB w/ (1) #5 CONT. TIE BEAM SPLICE TO a w/ 3" COVER TYP. TIE BEAM SPLICE TO GRADE BE MIN. 25" GROUTr� 7777 o BE MIN. 25" GROUT a ---- w wp CELL SOLID JE�� _ I .,I CELL SOLID - _ 11 I MASONRY WALL a MASONRY WALL r� -.- „2 SEE PLAN ' W SEE PLAN 0 ) U FOR SIZE AND BASE CONCRETE SLAB PER FOUNDATION PLAN L CONCRETE SLAB PER wri FOUNDATION PLAN Q n _. FILL @ 95% STANDARD r > RIES • ..° SEE PLAN II w CO a d 00 ,t n W O d GRADE III GRADE z w c -c C� ZI W oo U)ry 0 i� ry U O t00 I I_j U Q LL O COSI (2) #5 BARS CONT. (2) #5 BARS CUNT. I CLEAN COMPACTED W/ 3" COVER TYP. I I3�' COVER f CLEAN COMPACTED W/ 3" COVER TYP. ( ` - o 3' C V R FILL @ 95 /o STANDARD FILL @ 95% STANDARD DENSITY 1'-4" DENSITY 1'-4" WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG SHALL BE V-4" WIDE w/(3) #5 BARS SHALL BE V-4" WIDE w/(3) #5 BARS F01 TYPICAL EXTERIOR FOOTING F02 TYPICAL GARAGE CURB FOOTING 3/4"=1'-0" OPT. MASONRY CURB @ ELEV. 0'4" w/ (1) #5 CONT. BAR SLOPED GROUT TO DRAIN OPTIONAL CURB BY BUILDER CONC. SLAB PER FOUNDATION PLAN V-4" (2) #5 BARS CONT. W/ 3" COVER TYP. WHERE 2ND STORY OCCURS, FTG SHALL BE V-4" WIDE w/(3) #5 BARS fi FO FOOTING @ SHOWER AT MASONRY 3/4"=V-0" CONC. SLAB PER 8"x12" THICKENED �r it rr rr SLAB w/ (1) #5 CONT. 3/4"=1'-0" w/ 3" COVER TYP. a GRADE 7777 o I - — a ---- w wp L.. r III A _ I .,I 8" 11 I �, a WOOD POST PER PLAN „2 W r 0 ) U FOR SIZE AND BASE Q �o L DENSITY FILL @ 95% STANDARD 2 -STORY COND. (3) #5 DENSITY DENSITY F08 THICKENED EDGE o MIN. 32" BEND INTO 2 1/4" ------4•r I Fl- I :: I ::: I 1 (2) #5 CONT. w/ 3" (2) #5 CONT. w/ 3'd I 16 MIN. I COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO BARS REQ'D & FTG TO z f ------- r4• ®�0►1�1�N ®e'e®�� CONCRETE SLAB SEE MIN. 25" LAP SPLICE w M . I � .d.° '..d M ° 2 -STORY COND. (3) #5 FILL @ 95% STANDARD BE 20" WIDE BE 20" WIDE F _______� r. sa. . 1 re',' ur k O` LJ! u_i Q ®•®••000®®®••® �"� O MASONRY WALL SEE PLAN ] a4 FILLED SOLID a d d TOP VIEW CORNER OC SEE ELEVATION � r Q w ° INFO. IF CONCRETE a CMU BASE w/ (1) #5 0 •d°r4.. - - � II - 0000 GARAGE WALL � VIII •� , Nco d' BEYOND CORNER. SEE FLR. , ,III, X #O@ EACH SOTEIP (MIN � a r PLAN FOR BASE SIZE 3/4"=1'-0" OPT. MASONRY CURB @ ELEV. 0'4" w/ (1) #5 CONT. BAR SLOPED GROUT TO DRAIN OPTIONAL CURB BY BUILDER CONC. SLAB PER FOUNDATION PLAN V-4" (2) #5 BARS CONT. W/ 3" COVER TYP. WHERE 2ND STORY OCCURS, FTG SHALL BE V-4" WIDE w/(3) #5 BARS fi FO FOOTING @ SHOWER AT MASONRY 3/4"=V-0" CONC. SLAB PER 8"x12" THICKENED FOUNDATION PLAN SLAB w/ (1) #5 CONT. 3/4"=1'-0" w/ 3" COVER TYP. a GRADE 7777 o I - — a ---- w wp L.. r III A _ I .,I :;:f_ 11 I �, �- WOOD POST PER PLAN „2 W r 0 ) U FOR SIZE AND BASE Q �o CLEAN COMPACTED DENSITY FILL @ 95% STANDARD 2 -STORY COND. (3) #5 DENSITY DENSITY F08 THICKENED EDGE IF BRG. WALL ABOVE- HOLD BRG WALL BACK 1/2" J -BOLT W/ MIN, 6" SO GYP FINISH IS PAST DEEPEST STEP FLUSH w/ FOUNDATION REQ'D BELOW MIN 4" (1) #5 CONT. w/ 1-1/2" — COVER TYP. 1-1/2" COVER TYP. CONC. SLAB PER 2 1/4" CONCRETE SLAB PER - I, FOUNDATION PLANN� r� III I 2x BRG WALL PER 2x BRG WALL PER W PLAN AND BEARING PLAN AND BEARING Q WALL SCHEDULE WALL SCHEDULE 0 J Q CONC. SLAB PER F_ fi/ FOUNDATION PLAN w CLEAN COMPACTED FILL @ 95% STANDARD p U CLEAN COMPACTED (2) #5 BARS CONT. w/ 3" 8" 8" FILL @ 95% STANDARD COVER TYP.; AT - _-_/ �- - CLEAN COMPACTED 23 (2) #5 BARS CONT. w/ 3" FILL @ 95% STANDARD O COVER TYP:; AT 3/4"=1'-0" LU a " a 1 d. r 00 je-- a ---- w wp m #5 CONTINUOUS INTERIOR FINISH PER Uj �1 M vJ �, �- WOOD POST PER PLAN „2 r ) FOR SIZE AND BASE Q �o #4 BAR @ 48" O.C. W/ DENSITY (2) #5 BARS CONT. w/ 3" - 2 -STORY COND. (3) #5 DENSITY DENSITY 2 -STORY COND. (3) #5 0 CONNECTION o MIN. 32" BEND INTO 2 1/4" ------4•r I Fl- I :: I ::: I 1 (2) #5 CONT. w/ 3" (2) #5 CONT. w/ 3'd I 16 MIN. I COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO BARS REQ'D & FTG TO z f ------- (2) #5 BENT BARS w/ ®�0►1�1�N ®e'e®�� CONCRETE SLAB SEE MIN. 25" LAP SPLICE w M � M % 2 N LLI 00 ® Y o 2 -STORY COND. (3) #5 FILL @ 95% STANDARD BE 20" WIDE BE 20" WIDE F _______� r. ENTIRE BASE TO BE 1 re',' ur k O` LJ! u_i Q ®•®••000®®®••® �"� O MASONRY WALL SEE PLAN ] Q fY �C (�� s`°' .� O FILLED SOLID BARS REQ'D & FTG TO DENSITY BE 20" WIDE NON-BEARING SLAB STEP DOWNF0 DOUBLE STEP FOOTING 3/4"=1'-0" VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS MIN. 24" BEFORE ANOTHER STEP TYPICAL STEP FOOTING DETAIL % 3/4"=1'-0" 3/4"=1'-0" LU a " a 1 d. r 00 je-- a ---- w wp m #5 CONTINUOUS INTERIOR FINISH PER Uj �1 M vJ ® FILLED CELL PER PLAN WOOD POST PER PLAN „2 r ) FOR SIZE AND BASE Q �o #4 BAR @ 48" O.C. W/ WALL i 4„ U CONNECTION o MIN. 32" BEND INTO 2 1/4" ------4•r I Fl- I :: I ::: I 1 (2) #5 CONT. w/ 3" (2) #5 CONT. w/ 3'd I 16 MIN. I COVER TYP. COVER TYP. III f ------- (2) #5 BENT BARS w/ ®�0►1�1�N ®e'e®�� CONCRETE SLAB SEE MIN. 25" LAP SPLICE TYPICAL STEP FOOTING DETAIL % 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0,. 11nn c I m #5 CONTINUOUS INTERIOR FINISH PER • ® FILLED CELL PER PLAN WOOD POST PER PLAN „2 ARCHS ON EA. SIDE OF ) FOR SIZE AND BASE Q �o #4 BAR @ 48" O.C. W/ WALL i 4„ U CONNECTION o MIN. 32" BEND INTO 2 1/4" ------4•r SLAB GARAGE 11 TOP COURSE TO BE CHAIR BLOCKS. ®�0►1�1�N ®e'e®�� CONCRETE SLAB SEE w M � M % 2 N LLI 00 ® Y o PLAN P.T. BOTTOM PLATE CID •Z® i 0 _______� r. ENTIRE BASE TO BE 1 re',' ur k O` LJ! u_i Q ®•®••000®®®••® �"� O MASONRY WALL SEE PLAN ] Q fY �C (�� s`°' .� O FILLED SOLID _i TOP VIEW CORNER OC SEE ELEVATION � SEE PLAN FOR STAIR Q w INFO. IF CONCRETE SLAB PER CMU BASE w/ (1) #5 0 - - STAIRS ARE FORMED & 14. FOUNDATION FOUNDATION PLAN 0000 GARAGE WALL VERTICAL @EACH {- III I •� , Nco (� BEYOND CORNER. SEE FLR. , ,III, X #O@ EACH SOTEIP (MIN � r PLAN FOR BASE SIZE �� IN A° r 1-1/2" COVER) a z I COVER ON CHAIRS 1= � W O f I I i I� .¢ a a � DRIVEWAY BY SEE FOUNDATION FORQ r ' I-_ 4 I <.d d > p 4 -__� _.., BUILDER- CONCRETE PAD SIZE w �.-u , I I ce, ( OR PAVERS' W III . __-i I 1 CONC. SLAB OR - -,II ,...1__. -_:,_ f- > W - I- I I III ". °.. °ad DRAFTING: PAVERS PER PLAN O ' v W UPLIFT CONNECTORS I Li W 00 ° -STRUCT: SUCH AS SP's, H's, AND MB — —_—_._- , ANCHOR BOLTS ARE I IfI_III �I LI_I_ II I.I. I MRB d„ . 11 1 1I — I Imo— CLEAN COMPACTED NOT REQ'D ON WALLS - JOB No. FILL @ 95% STANDARD ° - -"- J SCALE: NOT EXPOSED TO AS INDICATED DENSITY „ 10/26/2016 UPLIFT FORCES. CLEAN COMPACTED g" 3" COVER TYP. 8" x 8" THICKENED CLEAN COMPACTED -- -, - - - SHEARWALLS FILL @ 95% STANDARD --- EDGE w/ (1) #5 CONT. FILL @ 95% STANDARD - REQUIRE ANCHOR DENSITY & TERMITE DENSITY _ , BO��LTS��PER PLAN. TREATED �� 1VIF13\ THICKENED EDGE 0 GARAGE DOOR � FOOTING 0 ENTRY MASONRY COLUMN /MF23\ DEEP MONO INTERIOR STEP DOWN CONC. SLAB PER - FOUNDATION PLAN PVC SLEEVE MIN. - DIAMETER TO BE 2 PIPE SIZES LARGER THAN THE PENETRATING PIPE VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS � as ,r a„ ° r 3/4"=1'-0" BEARING SLAB STEP DOWN U) U) w v W Cl) 3/4"=1 '-0" SLOPE ILL CONC. SLAB PER (1) #5 FROM FTG. TO ee ' 11111ew��®`® m ' FOUNDATION PLAN TIE BEAM MIN. 25" #5 CONT. PER MFG _ SPLICE GROUT CELL REINFORCEMENT SEE \ --- SOLID PER PLANS FOUNDATION PLAN FOR QUANTITY THRESHOLD PER MFG ad #5 x 25" x 25" CORNER ,. .. , .., ... •a ,,, o BAR ONE FOR EA. LU HORIZONTAL w III -III--III- CONC. SLAB PER REBAR TYP. U.N.O. - - -- FOUNDATION PLAN I , HH i III �II TYPICAL CORNER BAR DETAIL (TOP VIEW) 3/4"=1'-0" NOT USED 3/4"=1'-0" I � l 3/4"=1'-0" I � 3/4"=1'-0" 1 TOP (2) #5 x 4'-0" – PVC OR SCH40 SLEEVE CENTERED AT PIPE PENETRATION „ 8 CMU - TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE -- r '" T FINISH PER ELEV.CENTERED AT PIPE If f III_ j.JI C.M.U. FINISH PER PENETRATION FINISH FLOOR ELEV. III . FINISH FLOOR PENETRATING s GRADE PIPE PENETRATING PIPE ' SEE FDN. ,.a UPLAN FOR LOOP TIE (TYP.) o n ' SIZE & REINF. — Ili --lli ii =j.l III I i PIPE PERPENDICULAR TO FND z CI), +" _ a q _— _— —lil:u , -- — I. TOP (2) #5 x 4'-0" ---� FOOTING PER PLAN �+ u' ,i,_w - I III I CENTERED AT PIPE CLEAN COMPACTED...II.:. I h.....I ff I L..::LLIL.I PENETRATION PVC OR SCH40 SLEEVE Z FOOTING PER AN FILL SIDE VIEW DENs��iTY /o STANDARD ) 1 I I I I -SEFOR SIZE .I-�-- I f I ;I I o L -- __ 3/4"=1'-0" PIPE PARALLEL TO FND 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 expresE co (2) #5 BARS CONT. SLOPE W/ 3" COVER TYP.; @ 1'4" 2 -STORY CONDITION PER MFG SLOPE EXT. SURFACE (3) #5 BARS w/ 20" ---'`WIDE FOOTING OR GRADE 1/4" PER CLEAN COMPACTED FOOT AWAY FROM FILL @ 95% STANDARD BUILDING DENSITY ELASTOMERIC JOINT FILLER EXTERIOR DOOR POURED SILL F12 FOOTING AT INTERIOR BEARING WITH CMU 3/4"=1'-0" NOT USED ed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 3/4"=1'-0" r0 • 11nn c I m W • 'r; t' ,"k 3«,,!",yr _ Cif l „2 ) Q �o i U o ' Z O 11 6FO'k FOOTING AT INTERIOR BEARING ®�0►1�1�N ®e'e®�� w M � M % 2 N LLI 00 ® Y o :: CID •Z® i 0 r. ". V� J 1 re',' ur k O` LJ! u_i Q ®•®••000®®®••® �"� O MASONRY WALL SEE PLAN ] Q fY �C (�� s`°' .� O SLOPE ILL CONC. SLAB PER (1) #5 FROM FTG. TO ee ' 11111ew��®`® m ' FOUNDATION PLAN TIE BEAM MIN. 25" #5 CONT. PER MFG _ SPLICE GROUT CELL REINFORCEMENT SEE \ --- SOLID PER PLANS FOUNDATION PLAN FOR QUANTITY THRESHOLD PER MFG ad #5 x 25" x 25" CORNER ,. .. , .., ... •a ,,, o BAR ONE FOR EA. LU HORIZONTAL w III -III--III- CONC. SLAB PER REBAR TYP. U.N.O. - - -- FOUNDATION PLAN I , HH i III �II TYPICAL CORNER BAR DETAIL (TOP VIEW) 3/4"=1'-0" NOT USED 3/4"=1'-0" I � l 3/4"=1'-0" I � 3/4"=1'-0" 1 TOP (2) #5 x 4'-0" – PVC OR SCH40 SLEEVE CENTERED AT PIPE PENETRATION „ 8 CMU - TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE -- r '" T FINISH PER ELEV.CENTERED AT PIPE If f III_ j.JI C.M.U. FINISH PER PENETRATION FINISH FLOOR ELEV. III . FINISH FLOOR PENETRATING s GRADE PIPE PENETRATING PIPE ' SEE FDN. ,.a UPLAN FOR LOOP TIE (TYP.) o n ' SIZE & REINF. — Ili --lli ii =j.l III I i PIPE PERPENDICULAR TO FND z CI), +" _ a q _— _— —lil:u , -- — I. TOP (2) #5 x 4'-0" ---� FOOTING PER PLAN �+ u' ,i,_w - I III I CENTERED AT PIPE CLEAN COMPACTED...II.:. I h.....I ff I L..::LLIL.I PENETRATION PVC OR SCH40 SLEEVE Z FOOTING PER AN FILL SIDE VIEW DENs��iTY /o STANDARD ) 1 I I I I -SEFOR SIZE .I-�-- I f I ;I I o L -- __ 3/4"=1'-0" PIPE PARALLEL TO FND 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 expresE co (2) #5 BARS CONT. SLOPE W/ 3" COVER TYP.; @ 1'4" 2 -STORY CONDITION PER MFG SLOPE EXT. SURFACE (3) #5 BARS w/ 20" ---'`WIDE FOOTING OR GRADE 1/4" PER CLEAN COMPACTED FOOT AWAY FROM FILL @ 95% STANDARD BUILDING DENSITY ELASTOMERIC JOINT FILLER EXTERIOR DOOR POURED SILL F12 FOOTING AT INTERIOR BEARING WITH CMU 3/4"=1'-0" NOT USED ed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 3/4"=1'-0" i vJ J Z 0 F W ��gt ' W WC) � Z� 8 z �- ' O J i z .r Q ° Q � H LU D Z6 � z O LU . I-- O W r0 • 11nn c I z • 'r; t' ,"k 3«,,!",yr _ Cif l „2 ) Q �o i vJ J Z 0 F W ��gt ' W WC) � Z� 8 z �- ' O J i z .r Q ° Q � H LU D Z6 � z O LU . I-- O W l i U o ' Z O 11 ) � M 1 z O O _i OC � C0 Q w Y 0 1 0000 Nco (� 0_.IZ O W i PROVIDE STANDARD ... '.'r.•—.._ .r — U) HOOK d W a� ., n a EE (1) #5 IN TIE BEAM 111 1 11 ,• ii.: (1) #5 BAR IN PRECAST LINTEL !�•. ".:•.�.; ; 4ij�,: (2) #5's VERTICAL IN U) GROUT FILLED CELL W j z aAi .1': •�: �'1 ;, ENTIRE COLUMN TO BE GROUT FILLED W q U.N.O. U 111 (1) #5 VERTICAL IN 4.. ' GROUT FILLED CELL (IF REQ'D PER PLAN) F 1 a < C + NOTE: SEE MD08 ON LINTEL PLAN FOR ADDIT'L REBAR INFO T1 n F Dl)VERTICAL REINFORCEMENT DETAIL 1/2"=1 t c PRECAST LINTEL PER PLAN MASONRY WALL SEE PLAN 2x8 W/ (2) 16d TOE NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ 6d NAILS @ 16' O.C. TO SIDE & TOP NAILER 2x BUCK PER MD04 THIS SHEET NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS ARCH WINDOW FRAMING DETAILS PRE-ENGINEEF TRUSSES PER 24" 0. C. MAX, TYP. TRUSS TC CONNECTION I CONNECTION I EXT. SHEATHI� ATTACHED PEI NAILING SCHEI FROM TOP OF KNEEWALL TO OR SP2 CLIPS, AND SPI CLIP,' BASE ARE REG 2x BLOCKING MIN 2x4 STUD4 O/C 2x P.T. PLATE 1/2" x 8" A.B. OF HID @32"O.C. FROM EA. END ON BASE PLAT TOP KNOCK OI COURSE W/ (1) CONT. 6R'KNEEWALL ABOVE MASONRY WALL 3/4"=1 '-0" GARAGE BUCK DETAIL ARCH PER ELEV 2x6x12 P.T. CENTER SEE PLAN FOI BUCK FRAMING INF( 3/8" DIA: ANCHOR 2x4 #2 SYP BLOCKINC CENTERED STRUCTURAL SCAB IN EACH TRUSS THREADED RO STRUCTURAL PLAN / BEARIN, SHEATHING ON BOTH SCHEDULE. Of (3) 10d NAILS TYPICAL REQUIRED WH /16" OSB W/ (2) 8d INDICATED ON GARAGE WALL SCHEDULE. MII BEYOND FROM END OF WALL TO BOTTOM OF MASONRY WAL 2x6 P.T. BUCK EACH WALL TO BOTTOM OF SIDE OF OPENING BLOCKING PE NAILS WALL SCHEDI (5) 3/8" DIA. J -BOLT W/ N/ 6d NAILS @ 16" O C 5-1/2" EMBED. AT EA. LAP W/ (2) 16d NAILS DOOR BRACKET, EA. BASE PLATE SIDE OF DOOR. CONNECTION PROVIDE 1-1/2" x 3/16" WALL SCHEDI THICK WASHER W/ EA. // / ANCHOR. (1st BOLT TO STANDARD TRUSSBOTTOM BE 8" MAX. ABV. CURB, CHORD REST EQ. SPACED FLASHING —24" O.C.) DT RAQG DI A' 1/2"=V-0" '-0" LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDE 2x BLK'G. TO O.S.B. (2) - 8d EACH END END VIEW w/ CMU -- HEADER (SEE PLAI` 7/16" O.S.B. EA. SIDE ARCH PER ELEV _--- -- 2x BLK'G. TO O.S.B. (2) - 8d EACH END END VIEW w/ WOOD NDO BEARING/ SHEARWALL CONNECTION TO CMU 3/4"=1 '-0 SEE TYPICAL HEADER 'RAMING DETAILS FOR \DDITONAL VFORMATION HEADER CAN BE TITHER UPSET OR )OWNSET) !x W/ (2) 16d TOE NAILS :ACH END 3) 16d COMMON JAILS (TYP.) IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ 24" O.C. & EXT. SHEATHING INSTALLED PER NAILING PATTERN CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MASONRY WALL PER PLAN (2) 2x TOP PLATE TYPICAL TIE BEAM w/ 3000 psi CONC. w/(1) #5 REBAR CONT. STD HOOK 2x P.T. STUD TYPICAL FILLED CELL w/ 3000 psi CONC. w/(1) #5 REBAR VERT. VERIFY w/ PLAN FOR REQ'D LOCATIONS CMU WALL PER PLAN (4) EQ. SPACED 2" TITEN HD ANCHORS w/ MIN. 1 4" EMBED. FOR HOLLOW BLOCK OR 3 z' EMBED. FOR SOLID BLK. MAX. 6" FROM TOP & BOTTOM OR 4" x 4" TITENS w/ WASHERS 6" FROM TOP AND BOTTOM AND 12" O.C. OTHERWISE. NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL. SEE BEARING WALL SCHEDULE FOR CONNECTION INFORMATION. SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD, CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D 2x BUCK DETAIL (2) 2x TOP PLATE (2) 2x PLATE ---� 1x4 SPF CONT. MIN. 2x4 SPF #2 KNEE - WALL WITH STUDS @ 16" O.C. W/ CHORD WITH (4) 10d (2) 2x #2 SYP SEE PLAN MIN. 2x4 SPF #2 KNEE WALL WITH STUDS @ 16" O.C. W/ 2x4 #2 SYP BLOCKINC iLOCKING ATTACH TO STRUCTURAL SCAB IN EACH TRUSS FOR BEAM SIZE STRUCTURAL SUPPLIED BY A/C SHEATHING ON BOTH COMPANY (3) 10d NAILS TYPICAL SHEATHING ON BOTH /16" OSB W/ (2) 8d SIDES FROM TOP OF 2x4 'X' BRACE ACROSS 4. SIDES FROM TOP OF JAILS WALL TO BOTTOM OF TBD BY BUILDER BUILDER FRAME WALL TO BOTTOM OF /16" OSB EACH SIDE, BEAM. ATTACHED PER NAILS RADIUS AS REQ'D BEAM. ATTACHED PER N/ 6d NAILS @ 16" O C NAILING SCHEDULE LAP W/ (2) 16d NAILS BETWEEN TRUSSES NAILING SCHEDULE '0 SIDE & TOP NAILER OTHERWISE SP2 CLIPS '.x BUCKS, AT TOP AND SP1 CLIPS AT BASE ARE REQUIRED FO KNEEWALL AT DOWNSET BEAM NAIL SCAB TO TOP IF A/C IS SUSPENDED CHORD WITH (4) 10d FROM TOP CHORD (2 NAILS 2x4 #2 SYP BLOCKINC ADD 2x4 VERTICAL REQ'D @ TOP CHORE SCAB IN EACH TRUSS ATTACHMENTS IF NO WEB IS PRESENT SUPPLIED BY A/C THIS CASE. COMPANY (3) 10d NAILS TYPICAL TYP. TRUSS TO FRAME AT EACH TRUSS 2x4 'X' BRACE ACROSS 4. LENGTH OF (1) 2x OR (2) 2x BUCK SHEARWALL TBD BY BUILDER NAIL SCAB TO TOP 2x4 #2 SYP RAT RUN CHORD WITH (3) 10d TOP AND BOTTOM MI NAILS (2) BAYS PAST A/C SPECS LOCATION. MIN (3) BA 2x4 BLOCKING LAP W/ (2) 16d NAILS BETWEEN TRUSSES TO EACH TRUSS. TYF TOENAILED TO EACH SIDE DOUBLE TOP PLATE w/ 2x4 FRAMED CRICKET 10d NAILS @ 4" O.C. // / 2x4 VERTICAL @ 24" -- --_ STANDARD TRUSSBOTTOM TRUSS PER PLAN CHORD DOUBLE TOP PLATE FLASHING FRAMED WALL PER / PLAN �— 3/4"=1'-0" PRE -CAST LINTEL PER PLAN (2) 2x PT BUCKS w/ 1/2" O.S.B. BETWEEN IF DBL. NAILER IS USED, USE 1/4" x 4-1/2" TAPCONS;ACSEE NOTES FOR SPING FASTEN PT 2x NAILER ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 3/16" x 3" 12" O.C. 1 2x " 2x8 3/16" x 3" 12" O.C. 2 TO MASONRY NOTES: 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, FLUE PER MANUF. FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM " ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, - TYP. TRUSS TO FRAME STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN SHEATHING <le THIS CASE. 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x TYP. TRUSS TO FRAME BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" O.C. @ EACH SUCCESSIVE BUCK 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME (1) 2x OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS TBD BY BUILDER (FASTENING) ARE MET 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) NOTES ' ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S TO TOP CHORDS OF TRUSSES BELOW WHEN //% SPECS 1/2"=1'-0" T T P 2x STUDS @ 16" O.C. FOR KNEE WALL PRE -MANUFACTURED —_ FLUE PER MANUF. <��, ^� " SHEATHING PER PLAN SPECS W/ 2" MIN. STRUCTURAL e - TYP. TRUSS TO FRAME TOP OF CHIMNEY MIN. -- _ SHEATHING <le CONNECTION PER ROOF SHEATHING FOR STRAP 2'-0�-- " ABOVE A POINT TYP. TRUSS TO FRAME STD. CONNECTOR WITHIN 10'-0" OF THE CONNECTION PER NOTES CONT. ROOF SHEATHING NAIL PER PLAN NEAREST ROOF STD. CONNECTOR FRAME OUT TO BLOCK PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END D (1) SPH4 EVERY NOTES ' EDGE AS REQ'D TO TOP CHORDS OF TRUSSES BELOW WHEN //% OTHER STUD TO FRAME OUT TO BLOCK W BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS/ DOUBLE TOP PLATE EDGE BELOW AND CONNECT w/ HTS20 @ 32" O.C. 2x4 FRAMED CRICKET // / 2x4 VERTICAL @ 24" -- --_ �--- f� W/ GALVANIZED (2) 2x TOP PLATE PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW 1/2" x 8" ANCHOR BOLT FLASHING U 00 0 / NAILS TO BOTTOM �— OR TITEN HD @ 32" H q CHORD & (3) 10d NAILS + (2) 2x #2 SYP SEE PLAN (2) 2x #2 SYP SEE PLAN O.C. & 6" FROM EACH FRAMING DETAIL / FOR BEAM SIZE (ONLY FOR BEAM SIZE END DOUBLE TOP PLATE g BETWEEN 4FT &BFT, IF OPENING PROVIDED / USE 2x6 SYP #2 STUDS + ( PER PLAN) SIMPSON H3, H4, OR H5 EA. END OF TRUSS OR ` / @ C GALVANIZED FLASHING - 2x4 BLOCKING W/ (2} 1 COMMONS END 6d CO O S MIN. 2x4 SPF #2 KNEE 1 2x PT BOTTOM WALL w/ STUDS @ 16" + NAILED TO VERTICAL + PLATE COMMON TRUSS PER PLAN OR CONY. FRAMING w/ % E 16d COMMONS END I O.C. w/ STRUCTURAL J/ STRUCTURAL SHEATHING PER PLAN AND ROOF / NAILED TO VERTICAL SHEATHING FROM FINISH PER ARCHSFIN 2x4's + + G TOP OF WALL TO SCALE: AS INDICATED PRECAST LINTEL OR a RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING HEADER TRUSS PER PLAN NAILED @ 6" O.C. STAGGERED BOTTOM OF WALL. KNOCK OUT COURSE ATTACHED PER NAILING SCHEDULE OTHERWISE SP2 CLIPS MASONRY WALL �— -BUILDER FRAME A O AND SP1 CLIPS RADIUS AS REQ'D AT BASE ARE REQ'D KNEEWALL AT UPSET BEAM FO KNEEWALL OVER MASONRY WALL PERP. SHEARWALL CONNECTION TO TRUSS I B01 A/C IN TRUSSES 3/4"=1'-0" 3/4"=1'-0" ROOF SHEATHING ATTACH PER NAILING SCHEDULE STANDARD TRUSS TOP CHORD VARIES TRUSS WEBS NOT SHOWN FOR CLARITY 2x4 #2 SYP CROSS BRACING (AT 45°) W/ (3) 12d NAILS TO RAT RUNS, TYP EACH SIDE CONDENSATE DISPOSAL BY A/C SUPPLIER CONNECTION TO BE SUPPLIED BY A/C COMPANY (2) 2x4 #2 SYP BLOCKING W/ SIMPSON A34 OR LUS24-2 EACH END DORMER FRAMING DETAIL NOTE. SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ DCMO CHIMNEY FRAMING DETAIL 1/4"=1'-0" NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 3/4"=1'-0" TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTH CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & AI RE. ELEV FOR O.H. CONC. SLAB - 1 SEE FOUNDATION PLAN FOR MORE INFO i SEE FOUNDATION DETAILS FOR FTG INFO 3/4"=1'-01' PRE-ENG.TRUSS PER PLAN, 24" O.C. MAX ROOFING MATERIAL PER ARCHS SEE FRAMING PLAN FOR CONNECTION INFO SEE ELEVATION TOP OF MASONRY Y SEE ARCH PLANS FOR OVERHANGINFO TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. GROUT SOLID cn W Fy WINDOW PER FLOOR PLAN PRECAST CONC. OR POWERS STEEL SILL F TYP. @ ALL WINDOWS F EXT FINISH PER PLAN I MAIN FLOOR ELEV 0'-0" �— VERT REINF. BEYOND POW MASONRY WALL PER PLAN SO TYPICAL ONE STORY CMU WALL SECTION �SOCIATES, LLC is strictly prohibited 3/4"=1'-0" W Q 0 2x STUDS @ 16" O.C. FOR KNEE WALL PRE -MANUFACTURED —_ FLUE PER MANUF. <��, ^� " CHIMNEY CAP SPECS W/ 2" MIN. LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT F TOP OF CHIMNEY MIN. -- _ CLEAR BETWEEN FLUE B Z—O ROOF SHEATHING FOR STRAP 2'-0�-- " ABOVE A POINT &FRAME �., WITHIN 10'-0" OF THE GALVANIZED FLASHING W CONT. ROOF SHEATHING NAIL PER PLAN NEAREST ROOF w ] M PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END D (1) SPH4 EVERY EXT. SHEATHING '; ATTACHED PER TO TOP CHORDS OF TRUSSES BELOW WHEN //% OTHER STUD TO NAILING SCHED. W BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS/ DOUBLE TOP PLATE W BELOW AND CONNECT w/ HTS20 @ 32" O.C. 2x4 FRAMED CRICKET // / 2x4 VERTICAL @ 24" -- --_ �--- f� W/ GALVANIZED E PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW O.C. MAX. w/ (4) 10d FLASHING U 00 0 / NAILS TO BOTTOM + + / H q CHORD & (3) 10d NAILS + 2x PLATES OVER ROOF DECK PER VALLEY / j K TOP CHORD; NOTE FRAMING DETAIL / IF F WALL HEIGHT IS (4) 16d COMMONS B DOUBLE TOP PLATE g BETWEEN 4FT &BFT, + + NAILED @ EACH END / USE 2x6 SYP #2 STUDS + / J C H a SIMPSON H3, H4, OR H5 EA. END OF TRUSS OR ` / @ C GALVANIZED FLASHING - 2x4 BLOCKING W/ (2} 1 COMMONS END 6d CO O S RAFTER / + 2x4 BLOCKING W/ (2) - + NAILED TO VERTICAL + E COMMON TRUSS PER PLAN OR CONY. FRAMING w/ % E 16d COMMONS END 2x4's J/ STRUCTURAL SHEATHING PER PLAN AND ROOF / NAILED TO VERTICAL QC CHECK: MRB FINISH PER ARCHSFIN 2x4's + + G G CURVED ROOF TRUSSES PER PLAN OR CURVED MIN. H2X6 SCALE: AS INDICATED + + .. a RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING HEADER TRUSS PER PLAN NAILED @ 6" O.C. STAGGERED DORMER FRAMING DETAIL NOTE. SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ DCMO CHIMNEY FRAMING DETAIL 1/4"=1'-0" NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 3/4"=1'-0" TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTH CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & AI RE. ELEV FOR O.H. CONC. SLAB - 1 SEE FOUNDATION PLAN FOR MORE INFO i SEE FOUNDATION DETAILS FOR FTG INFO 3/4"=1'-01' PRE-ENG.TRUSS PER PLAN, 24" O.C. MAX ROOFING MATERIAL PER ARCHS SEE FRAMING PLAN FOR CONNECTION INFO SEE ELEVATION TOP OF MASONRY Y SEE ARCH PLANS FOR OVERHANGINFO TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. GROUT SOLID cn W Fy WINDOW PER FLOOR PLAN PRECAST CONC. OR POWERS STEEL SILL F TYP. @ ALL WINDOWS F EXT FINISH PER PLAN I MAIN FLOOR ELEV 0'-0" �— VERT REINF. BEYOND POW MASONRY WALL PER PLAN SO TYPICAL ONE STORY CMU WALL SECTION �SOCIATES, LLC is strictly prohibited 3/4"=1'-0" W Q 0 i J " C) J • 01 Jllp co W Q 06 z - $�� 8 � 0 U, W r Z _ O w ] M _ o 0 ' h 111 cM U W z 0 n W a C W Y Q 1 i J J _ Z U d a V W Q 06 z - $�� 8 � � v W Z 0 ] M W z 0 W z 0 n W a J V o z 0 11 ] M 0 z 0 n O -� a C W Y 1 U 00 0 04 ] ~ W LL. J a0 j O 0- STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: MB QC CHECK: MRB C - JOB No. TM - 2153301 SCALE: AS INDICATED J DATE: 10/26/2016 i = D2 SIMPSON HGA10 @ 48" SIMPSON HGA10 @ 48" O.C. O.C. SHEATHING NOT REQ'D SHEATHING NOT REQ'D TO BE CONT. @ THE TO BE CONT. @ THE TRANSITION FROM TRANSITION FROM BEAM TO GABLE WALL TO GABLE NOTE: ALL GABLE BRACING IS TO BE SYP#2 OR BETTER A35 DIAGONAL TO 2x4 BLOCKS, (2) 16d TRUSS TRUSS BRACE TO PLATE TRUSS BOT. CHORD DOUBLE 2x TOP PLATE SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. CONNECT TO DROP GABLE WITH 3 1/4" HOLD 1/2" J -BOLTS w/ FASTEN SIDE WALL FASTEN ROOF PT 2x8 PLT., CANT. FOR BEAM PER PLAN SHEATHING PER PLAN. DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d CLG. NAILING SURFACE (5) 16d NAILS BRACE INTO BLOCKING, (4) 8d TO BLOCKING EACH END AND 32" O.C. EXT. SHEATHING; LU NAILS INTO TOP PLATE SIMPSON H10A SIMPSON H10A ATTACH PER PLAN ATTACHMENT w/ (3) 10d z DIAGONAL TO BEAM DIAGONAL TO TOP (D TOENAILS EA. END PLATE PROVIDE 16d NAILS = BEAM CONNECTION FRAME WALL CONNECTION � GABLE END TRUSS TO PLT.@12" O.C. MAX. CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT EOR FOR ADDITIONAL INFO AS REQ'D 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING' GEO GABLE END @FLAT CEILING CONNECTIONS 2x4 BLOCKING @ EA. OUTLOOKER (MAX. \ ROOF SHEATHING PER ROOF SHEATHING PLAN SPAN 2'-0") w/ (2) 16d It 2'-0" MAX. i END NAILS EA. END 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS 1'-9" MAX. TRUSS PER PLAN VARIES RAKED DOUBLE TOP PLATE CEILING NAILER AS NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE PLATE CMU WALL PER PLAN GABLE END @ VAULTED CEILING 3/4"=1'-0" �C Mai FIELD FRAMED VALLEY DETAIL WHERE O.H. IS > 1'-0", DROP SIMPSON A23 @ EACH A35 DIAGONAL TO 2x4 BLOCKS, (2) 16d 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. TO RUN BACK TO 1 ST COMMON SEE ELEV. FOR BRACE TO PLATE TRUSS BOT. CHORD BLOCK ADJ. BAYS Cc SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. CONNECT TO DROP GABLE WITH 3 1/4" HOLD 1/2" J -BOLTS w/ (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) H2.5 CLIP. MAX 2'-0" O.H. FASTEN ROOF PT 2x8 PLT., CANT. FOR WASHERS (MIN. 7" DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d CLG. NAILING SURFACE X10 EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ INTO BLOCKING, (4) 8d END NAILS @ EA. EACH END AND 32" O.C. 24" O.C. FOR FALSE BM LU NAILS INTO TOP PLATE MAX. ATTACHMENT w/ (3) 10d z @ 6" O.C. (D TOENAILS EA. END U) PROVIDE 16d NAILS = w � GABLE END TRUSS TO PLT.@12" O.C. MAX. — ch 2x TOP PLATE TO `l v = U e4 GABLE END W/ 16d N DOUBLE TOP PLATE m O NAILS @ 6" O.C. ~ CMU WALL OR LINTEL a = FRAMING FOR FALSE L�- L BEAM, IF REQ'D w/ (3) WITH H2.5 CLIP. BELOW HGA10KT @ 32" O.C. 10d NAILS @ EA. TRUSS REQ'D. MIN (1) JACK & (, O.H. BRACE @ 48" O.C. TO 3RD (1) KING STUD w/ SIMPS. TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ \ #5 CONT. SINGLE BASE & TOP LOW BAY REQ'D w/ o FROM TOP OF WALL PLATE w/ PLYWOOD FALSE BM PER PLAN \ SHEATHING COVERING IF REQ'D CONNECTION CMU WALL CONNECTION CLEAR SPAN CONNECTION O 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING' GEO GABLE END @FLAT CEILING CONNECTIONS 2x4 BLOCKING @ EA. OUTLOOKER (MAX. \ ROOF SHEATHING PER ROOF SHEATHING PLAN SPAN 2'-0") w/ (2) 16d It 2'-0" MAX. i END NAILS EA. END 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS 1'-9" MAX. TRUSS PER PLAN VARIES RAKED DOUBLE TOP PLATE CEILING NAILER AS NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE PLATE CMU WALL PER PLAN GABLE END @ VAULTED CEILING 3/4"=1'-0" �C Mai FIELD FRAMED VALLEY DETAIL WHERE O.H. IS > 1'-0", DROP H GABLES w/ OUTLOOKERS @ 24" O.C. 1'-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2) 16d 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. TO RUN BACK TO 1 ST COMMON SEE ELEV. FOR NAILS @ EA. END. BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF TRUSS WITH (3) 12d TOENAILS. O.H. SIZE BLOCK ADJ. BAYS Cc SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. CONNECT TO DROP GABLE WITH EA.DIAG. AS SHOW (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) H2.5 CLIP. MAX 2'-0" O.H. FASTEN ROOF STRONGBACK W/ (2) 2x4 BRACE SHEATHING TO BLOCKS w/8d NAILS DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d J Q NOTE: GABLES SPANNING LESS THAN 8 DO NOT REQUIRE BRACING' WOOD WALL INTO BLOCKING, (4) 8d END NAILS @ EA. UPLIFT CONNECTOR Z LU Q15, NAILS INTO TOP PLATE w ❑ BLOCKING @ 24" O.C. @ 6" O.C. U0 E O.H. IS > V-0", QO r� W/ (2) 12d END NAILS END GABLE w/ w HOLD WALL 3-1/2" JOKERS @ 24" @ EACH END z 0 RUN BACK TO v CONT. 2x4 DMMON TRUSS N DOUBLE TOP PLATE (3) 12d TOENAILS. \ \ _ ~ ECT TO DROP Z p 2x4 DIAGONAL BRACE WITH H2.5 CLIP. NAILS @EACH WEB '-0" REQ'D. MIN (1) JACK & (, O.H. _ @ 48" O.C. TO 3RD (1) KING STUD w/ SIMPS. W W \ LSTA18 HEADER TO 2x4 LOW BAY REQ'D w/ o FROM TOP OF WALL STUDS TYP. BASE \ � TO BOTTOM CONNECTION STRONGBACK, SEE Z 24" O.C. O SHEATHING PER PLAN \ \ END z CHART FHING FASTEN 0 O.C. AND 6" FROM EA. ' \ \ MASONRY WALL OR —"- 2x8 #2 SYP PT. BASE GABLE BRACING (+) MASONRY WALL OR --- ` - 3/16" x 2 3/4" TAPCONS PROVIDE 2x4 BRACE - TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) 16d NAILS. I I GABLE BRACING @ 48" O.C. NOT REG'D 6' FROM EAVES GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H :�: 7'-0" (1) 2x4 BRACE 7'-0" < H:,!= 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H:614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H b18'-8" STRONGBACK W/ (2) 2x4 BRACE 2x4 BRACE IF REQ'D SEE GABLE — — CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. - GABLE 2x4 BRACE WITH (2) 10d NAILS 10d COMMON NAILS @ 8" O.C. GABLE END BRACING PROVIDE 2x BLOCKING 2x4 BLOCKING (2) 1^ FOR NAILING (2)16d NAILS PLT. TO NAILS, TOENAILED 45° SEE CHART STRONGBACK IF REQ'D PER CHART (5) 16d NAILS BRACE TO BLOCKING AF --'IAA PROVIDE 2x4 BRACE_ SEE CHART. -` '--- 10d COMMON NAILS (1) A23 FROM @ 6" O.C. STRONGBACK TO W EACH END.AT 24" O.C. ROOF SHEATHING DIAGONAL 0 - ---- GABLE VERTICAL Q 2ND 2x4 BRACE IF , REQ'D, SEE CHART A -A GABLE VERTICAL BRACING 2x6 - - — 10d COMMON NAILS @ 8" O.C. GABLE END BRACING PROVIDE 2x BLOCKING 2x4 BLOCKING (2) 1^ FOR NAILING (2)16d NAILS PLT. TO NAILS, TOENAILED 45° SEE CHART STRONGBACK IF REQ'D PER CHART (5) 16d NAILS BRACE TO BLOCKING AF --'IAA PROVIDE 2x4 BRACE_ GABLE END TO EA. ADJ. DIAG. - - SHEATHING FASTEN FASTEN TO DIAG.w/(2) PER PLAN m W PER PLAN. 16d NAILS. SPLICE AS REQ'D Q J�J 0 SIMPSON H10A DIAG. j TO BLOCKING ®01111 UI // Cc Bj m �2 fro Y 00o LL O w 6� = Z Q STUD TOP & BOTTOM • U f r oW * ; � Q r � 0 J ` z k:` "� .; ® z *•• GJw`", Z Q � �� ••ooeo®®® ``� >- IY OJ 00 U_SEE "/111 11% W EACH END.AT 24" O.C. ROOF SHEATHING (TYP.) (END NAIL PLTS. 0 @ 48" O.C. FOR FIRST 3 co BAYS SEE GABLE WALL PER PLAN CONNECTION DETAIL Q PER PLAN TO STUD) FHING PER PLAN TRUSS PER PLAN - DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d J Q NOTE: GABLES SPANNING LESS THAN 8 DO NOT REQUIRE BRACING' WOOD WALL INTO BLOCKING, (4) 8d END NAILS @ EA. UPLIFT CONNECTOR Z LU Q15, NAILS INTO TOP PLATE w ❑ BLOCKING @ 24" O.C. (2) 16d TOE NAILS -- - U0 E O.H. IS > V-0", QO r� W/ (2) 12d END NAILS END GABLE w/ w HOLD WALL 3-1/2" JOKERS @ 24" @ EACH END z 0 RUN BACK TO v 0 DMMON TRUSS N DOUBLE TOP PLATE (3) 12d TOENAILS. TRUSS PER PLAN ~ ECT TO DROP Z p HEADER PER PLAN IF WITH H2.5 CLIP. NAILS @EACH WEB '-0" REQ'D. MIN (1) JACK & (, O.H. _ 44 EXTERIOR SHEATHING. (1) KING STUD w/ SIMPS. W W Q ATTACH PER PLAN LSTA18 HEADER TO 2x4 LOW o FROM TOP OF WALL STUDS TYP. BASE 0 � TO BOTTOM CONNECTION Z 24" O.C. O SHEATHING PER PLAN O END z FHING FASTEN 0 GABLE END TO EA. ADJ. DIAG. - - SHEATHING FASTEN FASTEN TO DIAG.w/(2) PER PLAN m W PER PLAN. 16d NAILS. SPLICE AS REQ'D Q J�J 0 SIMPSON H10A DIAG. j TO BLOCKING ®01111 UI // Cc Bj m �2 fro Y 00o LL O w 6� = Z Q STUD TOP & BOTTOM • U f r oW * ; � Q r � 0 J ` z k:` "� .; ® z *•• GJw`", Z Q � �� ••ooeo®®® ``� >- IY OJ 00 U_SEE "/111 11% EXT. SHEATHING; EACH END.AT 24" O.C. ROOF SHEATHING (TYP.) (END NAIL PLTS. 0 @ 48" O.C. FOR FIRST 3 co BAYS SEE GABLE WALL PER PLAN CONNECTION DETAIL (2) 16d NAILS TO EA. PER PLAN TO STUD) ,. rrf, TRUSS PER PLAN - DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d ii NOTE: GABLES SPANNING LESS THAN 8 DO NOT REQUIRE BRACING' WOOD WALL INTO BLOCKING, (4) 8d END NAILS @ EA. UPLIFT CONNECTOR 2x4 #2 SYP P.T. LU Q15, NAILS INTO TOP PLATE OUTLOOKER ❑ BLOCKING @ 24" O.C. (2) 16d TOE NAILS -- - U0 SIMPSON H2.5(TYP.) QO r� W/ (2) 12d END NAILS BRACE TO LEDGER Q W HOLD WALL 3-1/2" @ EACH END Z DOWN FOR (0 DOUBLE TOP PLATE OUTLOOKER TRUSS PER PLAN 2x4 LEDGER (2) 10d HEADER PER PLAN IF W NAILS @EACH WEB REQ'D. MIN (1) JACK & Z _ 44 EXTERIOR SHEATHING. (1) KING STUD w/ SIMPS. W TRUSS PER PLAN Q ATTACH PER PLAN LSTA18 HEADER TO o FROM TOP OF WALL STUDS TYP. BASE � TO BOTTOM CONNECTION 2x8 #2 SPF STUDS AT SHEATHING PER PLAN 16" O.C. 1/2" x 8" J -BOLT @ 32" DTC CLIP, (2) 8d NAILS p O.C. AND 6" FROM EA. ' INTO BLOCKING, (2) MASONRY WALL OR —"- 2x8 #2 SYP PT. BASE END w/ NUT & WASHER MASONRY WALL OR --- ` - 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN PLATE W/ 1/2" x 8" MSTAM-24 TYP. EA. LINTEL SEE PLAN "` "'" IN CMU. OR SIMPSON M - ANCHOR BOLT OR SIDE OF EA. STUD. META16 0 TITEN HD @ 32" O.C. & CENTERED BETWEEN �� 0Uj 6" FROM EACH END FRAME WALL DETAILMU WALL SPLICE DETAIL STD CONDITION @ CMU VAULTED CONDITION @ CMU FOR REQ'D FLASHING — 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 ADJ RAFTER TO OPP SIDE (AS SHOWN) — 2x6's @ 24" O.C. MAX. — FASTEN SYP OR SPF 2x6 (MIN.) PLATE THRU SHEATHING PER PLAN W/ 1/4"x4-1/2" SIMPSON SDS SCREWS TO TOP CHORD OF EACH TRUSS BELOW — FASTEN CONV. 2x VALLEY RAFTER FRAMING (OR PRE -ENG VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. "4PSON DTC, (2) 8d ILS INTO BLOCKING, 8d NAILS TO TOP \TE TRUSS PER PLAN __ -- TRUSS PER PLAN TRUSS PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (2) 3/16" x 2 3/4" TAPCONS / IN CMU. OR SIMPSON 2x4 SYP #2 BLOCKING, META16 AT 24" O.C. @ 24" O.C. W/ (2) 12d END NAILS @ EACH END.. WALL SHEATHING PER = LAY 2x4 BLOCKING OVER THE TOP OF THE PLAN LINTEL PER PLAN BOTTOM CHORD. 2x WALL, SEE PLAN ATTACH W/ (2) 10d NAILS @ EACH TRUSS AT 24" O.C. STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL NON-BEARING WALL CLIP DETAIL GABLE BRACING @ 48" PROVIDE 2x BLOCKING � O.C. MAX. 45° FROM FOR NAILING "' HORIZONTAL (+/- 10°) BRACE NOT REQUIRED 6' FROM EAVES. TRUSS PER PLAN PLAN FOR p SUPPORT AND TIE _j DOWN OF JACK Q PROVIDE BLOCKING '---� TRUSSES BETWEEN TRUSS BAYS • U f r oW * ; � Q r � 0 J ` z k:` "� .; ® z *•• GJw`", Z Q � �� ••ooeo®®® ``� >- IY OJ 00 U_SEE "/111 11% EXT. SHEATHING; ATTACH PER NAILING 0 @ 48" O.C. FOR FIRST 3 co BAYS SEE GABLE WALL PER PLAN CONNECTION DETAIL (2) 16d NAILS TO EA. \1�! (FRAME WALL SHOWN; EL FOR REQ'D� MAY ALSO BE p CONNECTIONS ,. rrf, W ��gt MASONRY U ii NOTE: GABLES SPANNING LESS THAN 8 DO NOT REQUIRE BRACING' WOOD WALL y, 0 cYi011 UPLIFT CONNECTOR -d" y¢, tts LU Q15, 32 O.C. I'i6 i I,��. ❑ SHOWN, SEE PLAN 8 U0 i QO r� z J � Q W NOTE: CONTRACTOR TO NAIL 1st KING STUD INTO HEADER PER HEADER SCHED. THEN ATTACH ADDIT'L KINGS AS REQ'D. SEE SCHED. FOR NUMBER OF KING AND JACK STUDS REQ'D. TYPICAL HEADER DETAIL 3/4"=1'-0" (2) 2x TOP PLATE HEADER PER PLAN; SEE HEADER SCHEDULE & NOTES FOR ADDT'L INFO. SIMPSON LSTA12 OR SP4 CONNECTORS @ 24"o.c. IF HEADER WITH UPLIFT SPAN 4'-6" OR MORE, 2x DOWNFRAME TO DOOR AS REQ'D 1/2" THREADED ROD EA. SIDE OF HEADER (CENTERED w/in TOP PLATE & 6" FROM JAMB STUDS) w/ MIN 7" EMBED. INTO SLAB ONLY REQ'D @ BRG WALL W/ UPLIFT HEADER STUDS PER HEADER SCHEDULE U.N.O. ON PLANS ATTACH JAMB STUDS PER WF08/SD4 P.T BASE PLATE SEE GE01/SD3 FOR OUTLOOKER OR SHEATHING CANTILEVER 8d NAILS @ 4" O.C. CONY. FRAME OR VALLEY TRUSSES PER PLAN GABLE TRUSS EXT. SHEATHING; ATTACH PER NAILING SCHED. (2) 16d NAILS TO EA. COMMON TRUSS SIMPSON META16 @ W ��gt 32" O.C. GABLE TRUSS TO MASONRY, AT AIN SPAN ROOF M WOOD WALL TRUSS LOCATIONS USE UPLIFT CONNECTOR LSTA18 OR MTS 12 @ (SEE SCHEDULE) 32 O.C. MASONRY WALL ❑ SHOWN, SEE PLAN 8 FOR WOOD OR i MASONRY GEO GABLE END AT VALLEY FRAMING NOT USED 1/2"=1'-0" I \ % 3/4"=1'-0" I � 1/2"=1'-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. 3/4"=1'-0" C C i J 0 V W ��gt 06 W 0 z i ❑ 8 i J � Z (0 LL] W ~ J Z Z 6 ~ W W W p ) U ' Z 0 11 ) � M Z J 0 �� 0Uj Q 0000 0000 O 1 _ � N > 0 J Z U O LU 0� OC i 0 Q02 H C H STRUCTURAL ENG: CFG / BAD DRAFTING: : -STRUCT: MB QC CHECK: MRB - JOB No. TM - 2153301 SCALE: AS INDICATED DATE: 10/26/2016 SD3 NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYP. PIPE OR DUCT W/ 2 ROWS 10d @ 3" O.C. PENETRATION OF MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON 2x4 STUDS PER PSPN516Z W/ (12) 16d FRAMING PLAN NAILS TYP. TOP & BOT. DOUBLE 10d @ 3" O.C. TOP SPLICE DOUBLE 2x4 TOP PLATE PROVIDE 2x4 ON TOP OF 2x8 TO BLOCK OUT LAP SPLICE 48" MII` TOP PLATE ATTACH W/ ATTACH PER NAIL] (2) 10d NAILS O.C. PATTERN ON THIS (SOLID BLOCK W/ 2x6) DETAIL TOP PLATE TRANSITION NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 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) BOTTOM PLATE w/ (4) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" 10d NAILS 1" EDGE 1 1/2" EDGE 10d x 3 COMMON - 0 2 1/2" z o w LU 1 1/2" z N N _ �- N 10d x 3" COMMC -- OVERLAP TOP PLATE 10d x 3" COMMON OPP. AT CORNER SIDE z U U)I NAIL BOTTOM PLATE z TO CORNER STUD ¢w 00 PACK w/ (4) 10d NAILS cn 00 10d x 3" COMMC OPP. SIDE TOP PLATE CORNER TRANSITION (2) 2x4's (2) 2x6's (2) 2x8's (2) 2x COLUMN 2 1/2" EDGE. IFO TYPICAL BUILT-UP STUD COLUMN DETAIL 2x DBL TOP PLATE MIN. 15/32" EXP 1 SHEATHING SHEATHING PER PLAN BEYOND 2 INSTALLED VERTICALLY. NAIL SHEATHING AT FRAME WALL BOTTOM PLATE LL z AND AT FLOOR TRUSS TOP & BOTTOM PLATES USING — — — — — — — — — — — w 0 = (1) ROW OF 8d COMMON NAILS @ 3" O.C. — — — — — H — I — — I — Ir- w 2 _j Q O "I�,� �, 'A'= NAIL SPACING pV SC O S ROOF SHEATHING, 6 w = � w 2 NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON ! 2� FR gB ROOF SHEATHING, 2 t" CgB II I I II II II 0 ¢ = NAILS @ 3" O.C. !I ' <FNZgo TO �FR<gA Tp FASTEN PER PLAN II I I II II II a z O �- NAIL OPENING PERIMETER w/ (2) ROWS OF 8d 1/2 A f 1/2" cryo �s FASTEN PER PLAN NGTy NR - III — — X � z COMMON NAILS @ 3" O.C. — — — FO,y OFp S III III II II I WALL SHEATHING O z NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. & NAIL " " 0 ti — 2x4 FRAMING @ 24" SPLICE, SEE SPLICE ,q III III II II I DETAIL. MAX 1/8" EDGES 6" O.C. U.N.O. ON PLANS 1/2" 2x4 FRAMING @ 24" O.C. MAX. III OPENING III II II II SPACE BETWEEN w w STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d O.C. MAX. PROVIDE (4) 10d x 3" 4 w DOUBLE NAIL EDGE SPACING 2x SCAB w/ 10d NAILS III III II PANELS -r COMMON NAILS @ 3" O.C. NAILS AT JOINT III 3 II I II II _j 0 © PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING @ 4" O.C. PROVIDE JOINT x3" PER -ENG TRUSSES _ NAILS AT JOINT III TYP. III I I I I I I p HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ 2x SCAB w/ 10d NAILS AROUND 2x STUDS BEYOND, �` O TOP &BOTTOM STUD PER PLAN 4" O.C. III III II II II SHEATHING SPLICE, @ III OPENING III II II II SEE PLAN FOR MORE O w w (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR TRUSS CONNECTION - LL PER -ENG TRUSSES INFO I- Z I-- O VERTICAL MEMBER IF GABLE END SHEATHING & PER PLAN - 2x FASCIA PER PLAN 2x FASCIA Co Z_ U a W 00 C C c G O EDGE DISTANCE PER jr� I L INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's (3+) 2x COLUMN IIIT W FIII II II I GYPSUM WALLBOARD w= 2x4 BEYOND AGAINST III SIMPS, SDS SCREWS @ II I II II II � 51)Q 2x8 STUDS EXTERIOR WALL/TRUSS I I I II I LAP BEAM PLYS AND ATTACH 2x STUDS TO III (2) 8d TOENAILS I I I I I I I I I SYP #2 LEDGER w/ (2) o z TOP PLATE W/ (4) 16d w/ (2) 1/4" X 3'/z' SIMPS. I I I I I I��I� I ILL J1®_1L-_IL� SEE PLAN JU_ o 0I.- Nm NAILS ((2) ON EA. SIDE) — ® POST TO BEAM 2x4 PT LEDGER W/ PLAN VIEW @ TOP OF POST TYP. AT ALL EXTERIOR x 2 3/4" TAPCONS @12" ATTACH 2x STUDS TO O.C. ABU POST BASE PER LL O "LL CONDITIONS — — _ — TOP PLATE W/ (4) 16d - 2x4 LEDGER W/ (2) 16d NAILS @ 16" O.C. SCHEDULE SEE FOUNDATION CUT TO FIT 2x BOTTOM PLATE NAILS ((2) ON EA. SIDE) - O.C. PLAN 2x8 STUDS PER 1 BEYOND SEE PLAN TYP. AT ALL EXTERIOR w SHEATHING DIAGRAM FRAMING PLAN SEE EL V. FOR CONDITIONS I' 10 WOOD/MASONRY 3/4"=1'-0" IO.H. SIZE NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMU WALL CONDITION @ FRAME WALL ' 0 TOP SPLICE ----� BOTTOM SPLICE OVER STUD DOUBLE 2x8 TOP 0 PLATE #F6TYPICAL TOP PLATE SPLICE @ BRG. WALL DOUBLE 2x4 TOP PLATE PROVIDE 2x4 ON TOP OF 2x8 TO BLOCK OUT LAP SPLICE 48" MII` TOP PLATE ATTACH W/ ATTACH PER NAIL] (2) 10d NAILS O.C. PATTERN ON THIS (SOLID BLOCK W/ 2x6) DETAIL TOP PLATE TRANSITION NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 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) BOTTOM PLATE w/ (4) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" 10d NAILS 1" EDGE 1 1/2" EDGE 10d x 3 COMMON - 0 2 1/2" z o w LU 1 1/2" z N N _ �- N 10d x 3" COMMC -- OVERLAP TOP PLATE 10d x 3" COMMON OPP. AT CORNER SIDE z U U)I NAIL BOTTOM PLATE z TO CORNER STUD ¢w 00 PACK w/ (4) 10d NAILS cn 00 10d x 3" COMMC OPP. SIDE TOP PLATE CORNER TRANSITION (2) 2x4's (2) 2x6's (2) 2x8's (2) 2x COLUMN 2 1/2" EDGE. IFO TYPICAL BUILT-UP STUD COLUMN DETAIL 2x DBL TOP PLATE MIN. 15/32" EXP 1 SHEATHING SHEATHING PER PLAN BEYOND 2 INSTALLED VERTICALLY. NAIL SHEATHING AT FRAME WALL BOTTOM PLATE LL z AND AT FLOOR TRUSS TOP & BOTTOM PLATES USING — — — — — — — — — — — w 0 = (1) ROW OF 8d COMMON NAILS @ 3" O.C. — — — — — H — I — — I — Ir- w 2 _j Q O "I�,� �, 'A'= NAIL SPACING pV SC O S ROOF SHEATHING, 6 w = � w 2 NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON ! 2� FR gB ROOF SHEATHING, 2 t" CgB II I I II II II 0 ¢ = NAILS @ 3" O.C. !I ' <FNZgo TO �FR<gA Tp FASTEN PER PLAN II I I II II II a z O �- NAIL OPENING PERIMETER w/ (2) ROWS OF 8d 1/2 A f 1/2" cryo �s FASTEN PER PLAN NGTy NR - III — — X � z COMMON NAILS @ 3" O.C. — — — FO,y OFp S III III II II I WALL SHEATHING O z NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. & NAIL " " 0 ti — 2x4 FRAMING @ 24" SPLICE, SEE SPLICE ,q III III II II I DETAIL. MAX 1/8" EDGES 6" O.C. U.N.O. ON PLANS 1/2" 2x4 FRAMING @ 24" O.C. MAX. III OPENING III II II II SPACE BETWEEN w w STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d O.C. MAX. PROVIDE (4) 10d x 3" 4 w DOUBLE NAIL EDGE SPACING 2x SCAB w/ 10d NAILS III III II PANELS -r COMMON NAILS @ 3" O.C. NAILS AT JOINT III 3 II I II II _j 0 © PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING @ 4" O.C. PROVIDE JOINT x3" PER -ENG TRUSSES _ NAILS AT JOINT III TYP. III I I I I I I p HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ 2x SCAB w/ 10d NAILS AROUND 2x STUDS BEYOND, �` O TOP &BOTTOM STUD PER PLAN 4" O.C. III III II II II SHEATHING SPLICE, @ III OPENING III II II II SEE PLAN FOR MORE O w w (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR TRUSS CONNECTION - LL PER -ENG TRUSSES INFO I- Z I-- O VERTICAL MEMBER IF GABLE END SHEATHING & PER PLAN - 2x FASCIA PER PLAN 2x FASCIA Co Z_ U a W 00 C C c G O EDGE DISTANCE PER jr� I L INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's (3+) 2x COLUMN IIIT 7I ---t1- FIII II II I GYPSUM WALLBOARD w= U� III SIMPS, SDS SCREWS @ II I II II II � 51)Q o EXTERIOR WALL/TRUSS I I I II I LAP BEAM PLYS AND � III (2) 8d TOENAILS I I I I I I I I I SYP #2 LEDGER w/ (2) o z NAILS PER PLY w/ (2) 1/4" X 3'/z' SIMPS. I I I I I I��I� I ILL J1®_1L-_IL� SEE PLAN JU_ o 0I.- Nm EXT. BEAM PER PLAN — ® POST TO BEAM 2x4 PT LEDGER W/ PLAN VIEW @ TOP OF POST PRE-ENGINEERED x 2 3/4" TAPCONS @12" NAILING PER O.C. ABU POST BASE PER LL O "LL PLAN — — _ — — FLOOR SYSTEM - 2x4 LEDGER W/ (2) 16d NAILS @ 16" O.C. SCHEDULE SEE FOUNDATION CUT TO FIT 2x BOTTOM PLATE j 3 - O.C. PLAN OPENING SIZE 1 BEYOND SEE PLAN 2x4 BLOCKING PLACED w SHEATHING DIAGRAM SEE EL V. FOR WR'EXTERIOR SHEATHING SCHEDULE I' 10 WOOD/MASONRY 3/4"=1'-0" IO.H. SIZE SEE IPLAN BLOCKING - --U @ 24" O.C. w/ EXT. GYPSUM WALLBOARD STUDS w/ (2) 1/4" X 4'/2' (2) 8d TOE NAILS TO SIMPS, SDS SCREWS @ NAILING SCHEDULE & � STRAP IS NOT REQUIRED. EXTERIOR WALL/TRUSS EXT. BEAM PER PLAN CMU WALL PER PLAN LAP BEAM PLYS AND TRUSS CONNECTION O.C. MAX.; (2) 8d TOENAILS JOINT, MAX. 1/8" GAP SYP #2 LEDGER w/ (2) _ NAILS PER PLY w/ (2) 1/4" X 3'/z' SIMPS. LEDGER PER PLAN SEE PLAN TO LEDGER FASCIA PER EXT. BEAM PER PLAN HTS20 CLIP FROM COMMUNITY SPECS POST TO BEAM 2x4 PT LEDGER W/ PLAN VIEW @ TOP OF POST PRE-ENGINEERED x 2 3/4" TAPCONS @12" NAILING PER O.C. ABU POST BASE PER SIMPSON H3 CLIP PLAN 1/4' x4" TAPCONS @ 12" 2x FRAME WALL PER— ' 0' 2x4 LEDGER W/ (2) 16d NAILS @ 16" O.C. SCHEDULE SEE FOUNDATION U _ j 3 - O.C. PLAN CDO CORNER COLUMN FRAMING 2x4 BLOCKING PLACED w SEE ELEV. FOR SEE EL V. FOR FLATWISE (2) 16d I' 10 WOOD/MASONRY O.H. SIZE IO.H. SIZE NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMU WALL CONDITION @ FRAME WALL NOTE: CONTRACTOR TO TAKE CARE AND NAILS ARE OVERDRIVEN, HE ENTIRE SHEET OF SHEATHING S TOOVER DRIVE NAILS.IBE F1 TYPICAL SCAB OVERHANG REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS 3/4"=V-0" OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS ROOF SHEATHING, 2x4 #2 SPF NAIL PER PLAN (2) 2x BUILT-UP COL. SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR -.- BLOCKING @ 24" O.C. DOUBLE TOP PLATE MORE INFO & MORE INFO & w/ (2) 16d END NAILS SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE CONNECTION CONNECTION EACH END XX @ EACH STUD 12d NAILS @ EACH END ++ 2x12 BOX HDR w/ 2x8's `' + k TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL PRE-ENGINEERED \w SIMPSON LSTA30 W/ 2x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT. 2x4 #2 SPF ROOF TRUSS -SEE 7 (22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O.C. FRAMING PLAN FOR CORNER CONDITIONS _3 WALL TO PRECAST NAILING SCHEDULE & w/ (2) 16d END NAILS SPACING EXTERIOR SHEATHING STRAP AROUND w - LINTEL w/ (2)ROWS OF : ++' '* (4) 12d NAILS EACH EACH END SEE PLAN FOR NAIL PER PLAN TALLER STUD) W 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. = TRUSS MEMBER CONNECTION 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ x x 2x BRG WALL, SEE STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL x x TOENAILS INTO OTHER SEE WALL CLIP DETAIL PLAN FOR STUD SIZE & TRANSOM BETWEEN TRANSOM BETWEEN SPACING. MIN (2) 2x SEE FLOOR PLAN FOR LINTELS TRUSS LINTELS FOR MORE INFO UNDER GIRDER TRUSS MORE BRG. WALL INFO LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN -- < SLOPE AS REQ'D LINTEL PER PLAN U.N.O. 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. - 2x BLOCKING w/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2" TAPCONS @ 12" O.C.TAPCONS @ 12" O.C. _ SIMPSON LSTA24 EACH — (2) 2x TOP PLATE SPACED EVENLY SPACED EVENLY 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) 10d NAILS @ �/ 2x8 w/ (2) 10d NAILS @ SPACING. MIN (2) 2x STAGGERED @ 8" O.C. POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD - EACH VERTICAL POCKET SGD UNDER GIRDER TRUSS SEE PLAN FOR ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY U.N.O. CONNECTION BUILDER BUILDER BUILDER F1 SECTION @DOUBLE BEARING F1 STEP @BEARING FRAME WALL S01 HEADER POCKET SLIDER w/TRANSOM SO2 HEADER @ POCKET SLIDER w/ TRANSOM S03 HEADER @ POCKET SLIDER �•�/ - --U @ 24" O.C. w/ EXT. CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN STUDS w/ (2) 1/4" X 4'/2' BEAM INTO LONG SPAN AS INDICATED ON BEAM SIMPS, SDS SCREWS @ NAILING SCHEDULE & SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN STRAP IS NOT REQUIRED. EXTERIOR WALL/TRUSS EXT. BEAM PER PLAN PT POST PER PLAN LAP BEAM PLYS AND MAX.; O.C. MAX.; NAIL AS SHOWN (5) 10d EACH VERTICAL SYP #2 LEDGER w/ (2) _ NAILS PER PLY w/ (2) 1/4" X 3'/z' SIMPS. 12 12" O.C. I SEE PLAN FASCIA PER EXT. BEAM PER PLAN HTS20 CLIP FROM COMMUNITY SPECS POST TO BEAM 2x4 SYP #2 OR PLAN VIEW @ TOP OF POST PRE-ENGINEERED x 2 3/4" TAPCONS @12" PT POST PER PLAN O.C. ABU POST BASE PER SIMPSON H3 CLIP PLAN C 5/8" THREADED ROD w/ ' 0' NUT SET IN ADHESIVE A I i 4 SEE FOUNDATION U PLAN FOR ADDITIONAL j 3 INFO SIDE VIEW @ BASE OF POST CDO CORNER COLUMN FRAMING SIMPSON H3 CLIP - --U @ 24" O.C. w/ EXT. 2x6 SYP #2 LEDGER. TO STUDS w/ (2) 1/4" X 4'/2' 2x4 SYP #2 LEDGER. SIMPS, SDS SCREWS @ NAILING SCHEDULE & 16" O.C. MAX.; TO GABLE END STUDS v EXTERIOR WALL/TRUSS (2) 1/4" X 3'%" SIMPS. SD; CONV. FRAMED SCREWS @ 16" O.C. MAX.; O.C. MAX.; TO MASONRY w/ 2x6 PT EACH VERTICAL SYP #2 LEDGER w/ (2) _ 1/4" x 2 3/4" TAPCONS Al w/ (2) 1/4" X 3'/z' SIMPS. 12 12" O.C. I SEE PLAN SIMPSON H3 CLIP - --U @ 24" O.C. w/ EXT. LINTEL PER PLAN SHEATHING PER PLAN 2x4 SYP #2 LEDGER. NAILING SCHEDULE & TO STUDS OR BEAM w/ (4) 10d NAILS FOR (2) 1/4" X 4'/z" SIMPS. > _ _ —A CONV. FRAMED SDS SCREWS @ 16'" MEMBERS ONLY O.C. MAX.; 2x4 #2 SYP CONT. w/ (2) EACH VERTICAL TO GABLE END STUDS _ ATTACHMENT BY w/ (2) 1/4" X 3'/z' SIMPS. 4'-0" MAX. I SDS SCREWS @ 16" FASCIA PER O.C. MAX.; COMMUNITY SPECS TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR SYP #2 LEDGER w/ 114" PRE-ENGINEERED x 2 3/4" TAPCONS @12" ROOF TRUSSES @ 24" O.C. O.C. MAX. SIMPSON H3 CLIP DESIGNED FOR w/ MIN. 2" EMBED @ SHINGLE ONLY rSDON1 TYPICAL SHED ROOF DETAIL 1/2"=1'-0" 1/2"=11-0" LEDGER @ LOW ROOF SEE TRUSS PLAN FOR MORE INFO & CONNECTION I - 2x8 #2 SPF VERTICAL - --U @ 24" O.C. w/ EXT. LINTEL PER PLAN SHEATHING PER 00 NAILING SCHEDULE & (4) 12d NAILS EACH z > _ _ —A TRUSS MEMBER J 2x8 w/ (2) 10d NAILS @ 2x4 #2 SYP CONT. w/ (2) EACH VERTICAL POCKET SGD ATTACHMENT BY 16d COMMON NAILS BUILDER SO4 HEADER@ POCKET SLIDER 1/2"=1'-0" 3/4"=1'-0" I \% 1/2"=1'-0" I 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 10dx3" 10d x 3" OPP. SIDE kNCE PER ROOF SHEATHING, ; FASTEN PER PLAN I z O i U I W C) 11111111 1 1. { CO w ch C 00 z > _ _ —A J (-Y W Q LU Z ® < 0 { ••••••••• �� m LCL �"0/ 2x4 #2 SYP CONT. w/ (2) _ 16d COMMON NAILS EA. STUD OR TRUSS Ca MEMBER, TYP. (MAX. I' ` 1')i 24" O.C.). IF MASONRY, USE (2) 1/4" TAPCONS w/ MIN. 2" EMBED @ O 24" O.C. U TRUSS PER PLAN zC>' z - �_�� . P O w III I' 10 WOOD/MASONRY U ✓' ��` WALL OR TRUSS, SEE PLAN (TRUSS SHOWN) ILL O ' 0 W Z 0 U 0 W V J 0 —J CD C� �1 8 W W � �$ LL 0 z Z_ z O I -- J 2x8 TO UNDER SIDE OF U < Z G v ROOF SHEATHING O O w W ' I- z F- w J Z y. O 2x8 #2 SPF VERTICAL � @ 24" O.C. w/ EXT. w � W SHEATHING PER NAILING SCHEDULE & z ♦ ^ v W (4) 12d NAILS EACH TRUSS MEMBER (TOP OU _ AND BOTTOM CHORDS ALONG W/ WEBBING) Q 2x8 w/ (2) 10d NAILS @ 0 EACH VERTICAL w U) O d z U 1/2"=1'-0" Q Z O O 11 z Z M W Z —i 0 Q J O a z W Y H U)O 000 0 1 S m 0 IXN p J Z LU I" W ...._ zLLl O = Q IH W cn 0- w STRUCTURAL ENG: CFG ! BAD O DRAFTING: -STRUCT: MB QC CHECK: MRB Q H z JOB No. TM - 2153301 W SCALE: AS INDICATED W DATE: 10/26/2016 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 k SEE ARCHITECTURAL PLAN FOR OVERHANG INFO WINDOW AS SCHEDULED EXTERIOR FINISH PER PLAN MID -SPAN BLOCKING U.N.O. INSULATION PER PLAN SEE DETAILS WS10, — WS11 OR WS13 FOR ADDITIONAL INFORMATION THIS SHEET NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED BEARING Y SEE PLAN d , LINTEL AS PER PLAN LINTEL AS PER PLAN ,a WD. HD. HT. SEE PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS _7__F )R EXT FINISH PER PLAN VERT REINF. BEYOND ■■ ■.d MASONRY WALL PER PLAN FIN. FLR. 00 GRADE 7.1Mt012119 0 MID 2x STUDS, SEE FRAMING PLAN FOR SPACING AND GRADE AND SEE ARCH PLAN TO VERIFY SIZE INT. FINISH PER PLAN 2x BOTTOM PLATE w/ (2) 12d AT 12" O.C. 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE FLOOR TRUSSES SEE PLAN FOR DEPTH AND DIRECTION FLOOR SYSTEM DRAFT STOPPING AT 1000 SQ FT MAX: DRAFT STOPPING MATERIALS TRUSS STRAP -- SEE FRAMING PLAN FOR CONNECTIONS (1) SIMPSON LSTA30 STRAP W/ (11) 10d TO PRE-ENGINEERED ROOFTRUSS-SEE FRAMING PLAN FOR LOCATION & SPACING STRUCTURAL COL PER PLAN FOR SIZE AND REQ'D # OF STUDS NOTE: STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS DOUBLE 2x TOP PLATE NOTE: ALL FLOOR CONNECTION PRE-ENGINEERED co TRUSSES TO BE P.T. IF SIMPSON SP4 w/ (6) 10d ROOF TRUSS - SEE HEADER NO MOISTURE 3/4" FLOOR SHEATHING FRAMING PLAN FOR F�<4 BARRIER (FELT PAPER 0 LOCATION & SPACING PRE-ENGINEERED OR SIM) IS PROVIDED x1-1/2" @ 24" O.C. (USE Z ROOF TRUSSES AT 24" TRUSS STRAP - SEE s tiFFr \ SP6 @ 2x6 STUDS & STRUCTURAL COL PER O.C. STRAP (MAX 10° HEADER - SEE 2ND SP8 @ 2x8 STUDS) PLAN FOR SIZE AND FLOOR PLAN FOR MIN. FRAMING PLAN FOR - HEADER SIZE & REQ'D REQ'D # OF STUDS `• CONNECTIONS W (2) 2x SPF TOP PLATE NAILS. BEND STRAP O OVER TOP PLATE MIN. - - II SIMPSON MSTAM36 OVER TOP PLATE WN. D 3", THEN RUN DOWN - DOUBLE 2x TOP PLATE TYPICAL TRUSS TO STRAP W/ (10) 1 Od TO FACE OF JAMB STUDS/ R i r HEADER - SEE 2ND 2x BOTTOM PLATE FRAME CONNECTION. STUDS & (8) 1/4" X ,--%" FLOOR PLAN FOR MIN. 3/4" FLOOR SHEATHING SEE STANDARD 2-1/4" TITEN SCREWS FOUNDATION PLAN_ HEADER SIZE & REQ'D TYPICAL GIRDER COL. HIGH BEAM ATTACHED PER CONNECTOR NOTES TO LINTEL COURSE. LESS THAN 4FT:(1) 2x SILL PLATE w/ 2) 10d ( EXT. SHEATHING NAILING SCHEDULE EXTERIOR SHEATHING USE SIMPSON TOENAILS. EXT. HEADER OPENINGS `� 1� ". z Q Y MSTCM60 STRAP W/ ." U) REFER TO PLAN FOR (20) 16d SINKERS & (14) LU 0 " QW BUILT-UP COLUMN 1/4" X 2-1/4" TAPCONS ATTACH 2x STUDS W/ SCHEDULE; PROVIDE INFO. FOR TRUSSES 20" TO z � id (2) 16d NAILS @ 6" O.C. O 0 Z 1/8" GAP BETWEEN N 26" DEEP SHEATHING AND O U M MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE PRE -ENG. FLOOR (IF TITENS ARE NOT IN SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR o PLAN W SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 1E SYSTEM - IF NO FLOOR LINTEL COURSE OR 0 J 2 W J SYSTEM INSTALL INTO FILLED CELL USE z W� KNEEWALL & PROVIDE 1/4" X 1 3/4" TITENS) � " U � QD= SOLID BLOCKING U.N.O. ;; 0 — FLOOR TRUSS PER UNDER COLUMN 2 ii— W O = U) PLAN ABOVE PROVIDE SOLID Q BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS11 FOR OR LVL GIRDER COL. EVEN WITHIN LU MORE INFO NOTE: ALL FLOOR FLOOR TRUSS MASONRY WALL SEE PLAN FOR MORE INFO TRUSSES TO BE P.T. IF Q W NO MOISTURESO TYPICAL GIRDER COL. CONNECTION BARRIER (FELT PAPER O OR SIM) IS PROVIDED U DRAFTING: 3/4"=1'-0" REFER TO PLAN FOR 2x 2ND FLOOR STUDS CL BUILT-UP COLUMN SEE PLAN FOR MORE INFO. Cr H -STRUCT: MB BEARING WALL PER QC CHECK: MRB PLAN BEYOND SEE FLOOR FRAMING A A COLUMNS PLAN FOR FLOOR TM - 2153301 MID -HEIGHT BLOCKING SYSTEM INFO. W SCALE: PER BEARING WALL U) W DATE: 10/26/2016 TRUSS STRAP -- SEE FRAMING PLAN FOR CONNECTIONS (1) SIMPSON LSTA30 STRAP W/ (11) 10d TO PRE-ENGINEERED ROOFTRUSS-SEE FRAMING PLAN FOR LOCATION & SPACING STRUCTURAL COL PER PLAN FOR SIZE AND REQ'D # OF STUDS NOTE: STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS DOUBLE 2x TOP PLATE p CONNECTION SOLID SHEATHING @ co 2x BOTTOM PLATE SIMPSON SP4 w/ (6) 10d U HEADER x1-1/2" @ 24" O.C. (USE 3/4" FLOOR SHEATHING z F�<4 SIMPSON SP4 w/ (6) 1 Od 0 ATTACHED PER N LOWER: (1) 2x SILL x1-1/2" @ 24" O.C. (USE Z NAILING SCHEDULE SIMPSON LSTA30 s tiFFr \ SP6 @ 2x6 STUDS & SIMPSON LSTA30 H STRAP (MAX 10° HEADER - SEE 2ND SP8 @ 2x8 STUDS) STRAP (MAX 10° FLOOR PLAN FOR MIN. ANGLE) W/ (22) 1 O - HEADER SIZE & REQ'D ANGLE) W/ (22) 1 O `• NAILS. BEND STRAP W (2) 2x SPF TOP PLATE NAILS. BEND STRAP O OVER TOP PLATE MIN. - - II U.N.O. ON PLAN OVER TOP PLATE WN. D 3", THEN RUN DOWN - \ ` 3", THEN RUN DOWN LOWER: (1) 2x SILL Q FACE OF JAMB STUDS/ R i r HEADER - SEE 2ND FACE OF JAMB STUDS/ ` ' HEADER ,--%" FLOOR PLAN FOR MIN. HEADER EXTERIOR SHEATHING FOUNDATION PLAN_ HEADER SIZE & REQ'D TYPICAL GIRDER COL. HIGH BEAM FROM TOP OF WALL % / /- JAMB STUDS LESS THAN 4FT:(1) 2x SILL PLATE w/ 2) 10d ( EXT. SHEATHING EXTERIOR SHEATHING STUDS ABOVE PLATE � FLOOR TRUSS SEE TO BOT. RIBBON, NAIL / FROM TOP OF WALL FRAMING PLAN FOR PER PLAN U.N.O. IF HEADER IS UPSET TO BOT. RIBBON, NAIL CONNECTION INFO SOLID SHE�THING @ p CONNECTION HEADER ' co PER PLAN SIMPSON SP4 w/ (6) 10d U ATTACH 2x STUDS W/ x1-1/2" @ 24" O.C. (USE ' z SP6 @ 2x6 STUDS & FLOOR GIRDER OR 0 SP8 @ 2x8 STUDS) N LOWER: (1) 2x SILL Z 0- (2) 2x SPF TOP PLATE O 0 U.N.O. ON PLAN H () HEADER - SEE 2ND w W FLOOR PLAN FOR MIN. _ t. - HEADER SIZE & REQ'D i `• JAMB STUDS W W ` O (2) SIMPSON LSTA18 - SECTION FOR MORE U D O \ ` \ ` z LOWER: (1) 2x SILL Q (2) SIMPSON LSTA18 STRAPS CENTERED Cc FLOOR W/ (14) 1 Od NAILS SCHEDULE (2) 2x SILL AT WINDOW CONNECTION AND WINDOW IS PER PLAN REQ'D ON EITHER SIDE OF WALL. IF WF02/ ATTACH 2x STUDS W/ 1/2" DIA. THREADED (2) SIMPSON LSTA18 p " FLOOR GIRDER OR w/ 2x CRIPPLE STUDS , _ - STRAPS CENTERED @ LOWER: (1) 2x SILL FOR FLOOR CONNECTION w 0 0 IF HEADER IS UPSET -� FLOOR w/ (14) 1 O BEAM; SEE PLAN AT EA. END NAILED TO _.- PLATE w/ (2) 10d 'll�llll�' t. - 2 -STORY WALL NAILS `• AND WINDOW IS m W ` STUD PACK w/ 10d (2) SIMPSON LSTA18 - SECTION FOR MORE TOENAILS. EXT. D \ ` \ ` STRAPS CENTERED @ LOWER: (1) 2x SILL Q IY HEADER CONNECTION @ 2nd FLOOR HIGH BM NAILS @ 8" O.C. THEN - ` ' HEADER OPENINGS FLOOR W/ (14) 10d REFER TO MASONRY WALL NAILS FOUNDATION PLAN_ PLATE w/ (2) 1 O TYPICAL GIRDER COL. HIGH BEAM STUDS @ 16" O.C. ATTACH SILL w/ 2) 10d ( % / /- PACK LESS THAN 4FT:(1) 2x SILL PLATE w/ 2) 10d ( EXT. SHEATHING U ATTACH PDER NAILING TOENAILS. EXT. HEADER OPENINGS `� 1� i0I � poi•, 0000000 , (2) SIMPSON LSTA18 STRAPS CENTERED Cc FLOOR W/ (14) 1 Od NAILS SCHEDULE CMU WALL BELOW PER DETAIL INCDICATED CONNECTION ON FLOOR FRAMING. INDICATED BASE STRAP -- PROVIDE BLOCKING REQ'D ON EITHER SIDE OF WALL. IF WF02/ ATTACH 2x STUDS W/ 1/2" DIA. THREADED (2) SIMPSON LSTA18 MASONRY WALL SEE " ON BOTH SIDES OF THE WALL (2) 16d NAILS @ 6" O.C. ROD WITHIN 6" FROM STRAPS CENTERED @ i FOR FLOOR CONNECTION w 0 0 COL; SEE BRG WALL/ FLOOR w/ (14) 1 O 'll�llll�' t. - 2 -STORY WALL NAILS `• 0 ` (2) SIMPSON LSTA18 - SECTION FOR MORE (2) SIMPSON META16 D \ ` \ ` STRAPS CENTERED @ INFO. FLOOR TRUSS TO'� HEADER CONNECTION @ 2nd FLOOR HIGH BM o ` ' �r FLOOR W/ (14) 10d REFER TO MASONRY WALL NAILS FOUNDATION PLAN_ PACK FOR FTG. EXT. SHEATHING U ATTACH PDER NAILING INFORMATION FLUSH W/ FACE OF z Q Y SCHEDULE MASONRY ATTACHED U) 1 LU 0 PER NAILING QW ATTACH 2x STUDS W/ SCHEDULE; PROVIDE n z � id (2) 16d NAILS @ 6" O.C. O 0 Z 1/8" GAP BETWEEN N m SHEATHING AND O U MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE MASONRY WALL PER SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR o PLAN W SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 1E MIN THICKNESS SHALL SO TYPICAL TWO STORY COL. @ GIRDER /WSO% 2nd FLOOR CORNER FRAMING ATTACHMENT BE 1/2" GYP BOARD OR 15/32" OR 7/16" OSB. 3/4"=1'-0" 3/4"=1'-0" ATTACH TO FLOOR CALIFORNIA CORNER A -A TOE NAILS AT EA. END TOENAILS. OPENING LESS THAN 4FT:(1) 2x1„ `.� ••' ••o �� e W SILL PLATE w/ 2 10d 2 . a-- B- OF SILL (MAX OPEN'G � � LARGER THAN 4FT: (2) O 6.0 � � � WIDTH 4'-0"). USE A35 2x SILL PLATE w/ A35 TOENAILS. OPENING ° 01_4' L (2) 2x SILL AT WINDOWd - `1 0 CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x LARGER THAN 4FT: (2� � .� e, ;�• _ J w/ 2x CRIPPLE STUDS OPENINGS GREATER / 2x SILL PLATE w/ A35 ° `� '- '1= Q U CRIPPLES @ 16" O.C. AT EA. END NAILED TO z 0 CLIPS EACH SIDE w/ 2; THAN 4' BUT LESS '+ w/ (2) 1 Od TOENAILS STUD PACK w/ 10d -,. �+ �'• ,e® 6 J THAN 6' T&B PLYWOOD CRIPPLES @ 16' O.C. e® o° ®aa, ( NAILS @ 8" O.C. THEN e' 00000®00 ( W Q SIMPS. MSTAM36 w/ SHEATHING REQ'D � w/ (2) 1 O TOENAILS °io ®®� `` z - ' _ - STUDS @ 16 O.C. ♦< � Q � T&B (PLYWOOD (7) 10d NAILS & (4) 1/4" T&B) ATTACH SILL w/ (2) 1Od � „®llAlltl,t��®` >- O x 2 1/4" TITENS; IF " TOE NAILS AT EA. EIND SHEATHING REQ'D LU �, W SEPARATE SHEATHING FLOOR TRUSSES ARE / '- UNDER WINDOW OF SILL (MAX OPEN'G T&B) ►- j.' m ti (3) 2x STUDS 20"- 26" DEEP, USE WIDTH 4'-0"), USE A35 O SIMPS, MSTCM60 CLIP AT EA. END FOR STRAP w/(20) 16d OPENINGS GREATER _ '4 SINKERS & (14) 1/4" X 2 "; - THAN 4' BUT LESS ►_ 1/4" TITENS INSTEAD. Y„ THAN 6' O A (IF TITENS ARE NOT IN / c� LINTEL COURSE ORSIMPSON INTO FILLED CELL USE \ 2x TOP &BOT. Od TOS UDS / 1/4" X 1 3/4 TITENS)RIBBONS, CONT. 1 ABOVE PLATE U.N.O. NOTE: ALL FLOOR TRUSSES TO BE P.T. IF "R NO MOISTURE BARRIER (FELT PAPER __ V� -- (4) 2x STUDS OR SIM) IS PROVIDED SEE FRAMING PLAN STANDARD CORNER A -A IF FLOOR SYS. NOT PRESENT PER FLOOR FRAMING PLAN 2nd FLR STUDS TO BEAR ON FOR FLOOR TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING SHEATHING PER 3/4" FLOOR SHEATHING — SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER 16" O.C. TOP AND ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 BOTTOM CHORDS NAILING SCHEDULE NAILING SCHEDULE NAILING SCHEDULE 2x STUDS , SEE 2x STUDS , SEE UNDER WINDOWS AND - 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK 2x STUDS ,SEE @ 48" O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN FRAMING PLAN FOR TOENAILS EACH END AND SEE ARCH PLAN SYS. 42 FLOOR AND SEE ARCH PLAN RIBBONS w/ SIMPSON AND SEE ARCH SPACING AND GRADE TO VERIFY SIZE TRUSSES @ 24" O.C. TO VERIFY SIZE A35 EA. END TO VERIFY SIZE PLAN PLAN TRUSS PER 2x4 #2 SYP ANGLE 2x BOTTOM PLATE W/x BLOCKING FOR - i— (MAX)( ) 2x BOTTOM PLATE W/ 2x BOTTOM PLATE W/ AGAINST TRUSS / (2) 12d @ 12" O.C. (2) 12d @ 12" O.C. SHEATHING/ DRYWALL VERTICAL @ 48" O.C. ATTACHMENT w/ (2) 12d (2) 12d @ 12" O.C. W/ (3) 12d NAILS EACH PRE -ENG FLOOR 2x SYP #2 RIBBONTOENAILS EA. END 2x SYP #2 RIBBON (MIN END 2x4) TO TRUSSw/ (MIN TRUSS OR FIELD 2x4) TO TRUSS w/ (4) FRAME 2x4 KNEE 16d NAILS; BOTTOM 16d NAILS; BOTTOM WALL, STUDS @ 16" RIBBON TO BE PT IF RIBBON TO BE PT IF SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ BRG DIRECTLY ON BRG DIRECTLY ON CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE CMU CMU SEE FOUNDATION (MAX) CONNECTOR SEE TRUSS LAYOUT PLAN FOR MORE INFO SCHEDULE FOR (2) ROWS 8d NAILS @ FOR HANGER 1/2' GYP. CLG BD OR 1/2" GYP. CLG BD OR - (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL (2) 5/8" TYPE "X" WHEN ' CONNECTION (2) 5/8" TYPE "X" WHEN - 3" O.C. WALL -- SHEATHING TO EA. IN GARAGE (1) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON MASONRY WALL PER - ' 3" O.C. WALL MASONRY WALL PER 1. BOTTOM RIBBON SIMPSON META16 AT - CANTILEVER PLAN - SHEATHING TO PLAN MASONRY OR MTS12 SEE FOUNDATION NOTE: ALL FLOOR BOTTOM PLATE NOTE: ALL FLOOR 1/8" GAP BETWEEN AT WOOD NOTE: ALL FLOOR TRUSSES TO BE P.T. IF SHEATHING & CMU DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 118" GAP BETWEEN TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE MASONRY OR FRAME - NO MOISTURE WALL PER PLAN BARRIER (FELT PAPER 2x4 PT SILL PLT IF BARRIER (FELT PAPER SEE CONNECTION BARRIER (FELT PAPER 3/4"=11-0" SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE, CONTINUOUS FROM TOP OF TOP PLATE TO BOTTOM PLATE. BEARING WALL PER PLAN DOUBLE BOTTOM PLATE (2) H5 EA. FLOOR TRUSS TO DOUBLE BOTTOM PLATE, SLIT FLOOR DECKING TO ACCOMMODATE STRAP 2x RIBBON OR BLOCKING w/ (4) 16d OR (3) 16d TOENAILS OR SIM) IS PROVIDED KNEEWALL OR SIM) IS PROVIDED SCHEDULE OR SIM) IS PROVIDED TRUSS PER PLAN TYPICAL TWO STORY SECTION S1 TWO STORY PARALLEL FLOOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTION S1 FLOOR TRUSS TO GIRDER CONNECTION 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. IF SHEATHING IS NOT CONTINUOUS TO BOTTOM OF FLOOR TRUSS,CONTRACTOR TO INSTALL SIMPSON LSTA18 STRAPS FROM EA. STUD TO TRUSS 2x12 #2 SYP CONT. \ LEDGER W/ (3) 1/4"x41/2" SDS SCREWS (EQUALLY SPACED VERTICALLY) SEE PLAN @ 24" O.C. AND @ EA. END VERTICAL (MIN. 2" FROM T&B) SEE PLAN FOR FLOOR TRUSS DIRECTION SEE WS10/SD5 OR WS14/SD5 FOR ADDITIONAL INFO BF01 TYPICAL BALCONY FRAMING 3/4"=1'-0" 1\1_% 3/4"=1'-0" NOTE:: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE HANDRAIL BY OTHERS BARRIER (FELT PAPER OR SIM) IS PROVIDED a SEE ARCH DWGS FOR W TOPPING INFO a 3/4" PLYWOOD FLOOR SLOPE DECKING ATTACHED R.J j CONTRACTOR TO `e PROVIDE ADEQUATE • Id WATERPROOFING. NO •� CONCRETE SLAB PERMITTED PER NAILING SCHEDULE SLOPED BALCONY FLOOR TRUSS (12" TALL) (60/15/5 MIN. LOADING) W/ LUS26 OR LUS46 TO LEDGER �- SEE WS11/SD5 FOR SIM. END CONDITION �— LINTEL PER PLAN NOT USED 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 1\"'� COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTH CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. CMU WALL BELOW PER DETAIL INCDICATED CONNECTION ON FLOOR FRAMING. INDICATED BASE STRAP -- PROVIDE BLOCKING REQ'D ON EITHER SIDE OF WALL. IF WF02/ BELOW JAMBS SEE FRAMING PLAN SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE " ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO SO HEADER CONNECTION @ 2nd FLOOR TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING SHEATHING PER 3/4" FLOOR SHEATHING — SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER 16" O.C. TOP AND ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 BOTTOM CHORDS NAILING SCHEDULE NAILING SCHEDULE NAILING SCHEDULE 2x STUDS , SEE 2x STUDS , SEE UNDER WINDOWS AND - 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK 2x STUDS ,SEE @ 48" O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN FRAMING PLAN FOR TOENAILS EACH END AND SEE ARCH PLAN SYS. 42 FLOOR AND SEE ARCH PLAN RIBBONS w/ SIMPSON AND SEE ARCH SPACING AND GRADE TO VERIFY SIZE TRUSSES @ 24" O.C. TO VERIFY SIZE A35 EA. END TO VERIFY SIZE PLAN PLAN TRUSS PER 2x4 #2 SYP ANGLE 2x BOTTOM PLATE W/x BLOCKING FOR - i— (MAX)( ) 2x BOTTOM PLATE W/ 2x BOTTOM PLATE W/ AGAINST TRUSS / (2) 12d @ 12" O.C. (2) 12d @ 12" O.C. SHEATHING/ DRYWALL VERTICAL @ 48" O.C. ATTACHMENT w/ (2) 12d (2) 12d @ 12" O.C. W/ (3) 12d NAILS EACH PRE -ENG FLOOR 2x SYP #2 RIBBONTOENAILS EA. END 2x SYP #2 RIBBON (MIN END 2x4) TO TRUSSw/ (MIN TRUSS OR FIELD 2x4) TO TRUSS w/ (4) FRAME 2x4 KNEE 16d NAILS; BOTTOM 16d NAILS; BOTTOM WALL, STUDS @ 16" RIBBON TO BE PT IF RIBBON TO BE PT IF SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ BRG DIRECTLY ON BRG DIRECTLY ON CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE CMU CMU SEE FOUNDATION (MAX) CONNECTOR SEE TRUSS LAYOUT PLAN FOR MORE INFO SCHEDULE FOR (2) ROWS 8d NAILS @ FOR HANGER 1/2' GYP. CLG BD OR 1/2" GYP. CLG BD OR - (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL (2) 5/8" TYPE "X" WHEN ' CONNECTION (2) 5/8" TYPE "X" WHEN - 3" O.C. WALL -- SHEATHING TO EA. IN GARAGE (1) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON MASONRY WALL PER - ' 3" O.C. WALL MASONRY WALL PER 1. BOTTOM RIBBON SIMPSON META16 AT - CANTILEVER PLAN - SHEATHING TO PLAN MASONRY OR MTS12 SEE FOUNDATION NOTE: ALL FLOOR BOTTOM PLATE NOTE: ALL FLOOR 1/8" GAP BETWEEN AT WOOD NOTE: ALL FLOOR TRUSSES TO BE P.T. IF SHEATHING & CMU DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 118" GAP BETWEEN TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE MASONRY OR FRAME - NO MOISTURE WALL PER PLAN BARRIER (FELT PAPER 2x4 PT SILL PLT IF BARRIER (FELT PAPER SEE CONNECTION BARRIER (FELT PAPER 3/4"=11-0" SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE, CONTINUOUS FROM TOP OF TOP PLATE TO BOTTOM PLATE. BEARING WALL PER PLAN DOUBLE BOTTOM PLATE (2) H5 EA. FLOOR TRUSS TO DOUBLE BOTTOM PLATE, SLIT FLOOR DECKING TO ACCOMMODATE STRAP 2x RIBBON OR BLOCKING w/ (4) 16d OR (3) 16d TOENAILS OR SIM) IS PROVIDED KNEEWALL OR SIM) IS PROVIDED SCHEDULE OR SIM) IS PROVIDED TRUSS PER PLAN TYPICAL TWO STORY SECTION S1 TWO STORY PARALLEL FLOOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTION S1 FLOOR TRUSS TO GIRDER CONNECTION 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. IF SHEATHING IS NOT CONTINUOUS TO BOTTOM OF FLOOR TRUSS,CONTRACTOR TO INSTALL SIMPSON LSTA18 STRAPS FROM EA. STUD TO TRUSS 2x12 #2 SYP CONT. \ LEDGER W/ (3) 1/4"x41/2" SDS SCREWS (EQUALLY SPACED VERTICALLY) SEE PLAN @ 24" O.C. AND @ EA. END VERTICAL (MIN. 2" FROM T&B) SEE PLAN FOR FLOOR TRUSS DIRECTION SEE WS10/SD5 OR WS14/SD5 FOR ADDITIONAL INFO BF01 TYPICAL BALCONY FRAMING 3/4"=1'-0" 1\1_% 3/4"=1'-0" NOTE:: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE HANDRAIL BY OTHERS BARRIER (FELT PAPER OR SIM) IS PROVIDED a SEE ARCH DWGS FOR W TOPPING INFO a 3/4" PLYWOOD FLOOR SLOPE DECKING ATTACHED R.J j CONTRACTOR TO `e PROVIDE ADEQUATE • Id WATERPROOFING. NO •� CONCRETE SLAB PERMITTED PER NAILING SCHEDULE SLOPED BALCONY FLOOR TRUSS (12" TALL) (60/15/5 MIN. LOADING) W/ LUS26 OR LUS46 TO LEDGER �- SEE WS11/SD5 FOR SIM. END CONDITION �— LINTEL PER PLAN NOT USED 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 1\"'� COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTH CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. U Z SEE FRAMING PLAN Q " Q Z i FOR FLOOR CONNECTION w 0 0 'll�llll�' t. - FLOOR GRIDER OR BEAM _.,�� w0 0 D uJ O Z LU C( HEADER CONNECTION @ 2nd FLOOR HIGH BM o �r 0 "--� J 3/4"=1'-0" W CL u.i z U J z Q Y U) 1 LU 0 = QW dSi otS Z/j n z � id O 0 Z N m O U J j 7) z v O o 0 W W 0 J 2 W J r U) J z W� O � U � QD= 0 W 0 I— 2 ii— W O = U) w Q CL z LU Q W STRUCTURAL ENG: CFG / BAD O U DRAFTING: CL Cr H Q Z 0 0 M z z 0 LU Z 0 �r 0 "--� J z Q Y 1 = 00000 N m o 0 W Z o J W 0 � QD= 0 I— 2 ii— w CL LU STRUCTURAL ENG: CFG / BAD U DRAFTING: Cr H -STRUCT: MB QC CHECK: MRB Z JOB No. TM - 2153301 W SCALE: AS INDICATED U) W DATE: 10/26/2016 2x BRG WALL W/ SIMPSON SP2 @ TOP & SP1 @ BASE. LSTA18 (2) 2x BASE PLATE w/ OR MTS12 MAY BE (2) 12d NAILS @ 12" USED @ BASE O.C. USE SIMPSON EXTERIOR SHEATHING MTS12 OR LSTA18 TO ATTACH PER NAILING BLOCKING BELOW. SCHEDULE 2x BLOCKING W/ (2) 12d NOT REQ'D IF STUD IS TOENAILS EACH END CONNECTED w/ MTS12 2x BASE PLATE W/ (2) OR LSTA18 12d NAILS @ 12" O.C. 2x BLOCKING W/ (2) 12d 3/4" FLOOR SHEATHING TOENAILS EACH END ATTACHED PER D NAILING SCHEDULE (2) 2x4 #2 SYP (2) 2x4 #2 SYP 12 SIMPSON SP2 @ TOP & 2x8's MIN. SPF #2 SP1 @ BASE. LSTA18 O.C. MAX (U.N.O.) OR MTS12 MAY BE BLOCKING w/ SIMPSON USED @ BASE.(WHEN MSTAM24 EA. SIDE WALL IS CONT. BRG ON EA. STUD TO WALI TRUSS STRAP STUDS BELOW W/ (9) 10d BLOCKING w/ SIMPSON NAILS AND (5) 1/4": TO TRUSS BELOW) 3/4" TAPCONS PEF 3/4" FLOOR SHEATHING STRAP; CENTER ATTACHED PER HUC24-2 EACH END, NAILING SCHEDULE MASONRY WALL A FRAME WALL FLOOR TRUSS PER O1/2" HUC24-2 EACH END, 2x8 #2 SYP P.T. SII 1 1 LU Z PLATE w/ 1/2" EPO USE (4) 10d & (2) 10d ANCHOR BOLT OI El USE (4) 10d & (2) 10d 1 1 EMBED. @ 32" O.0 SEE PLAN NAILS. UNDER W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d SEE ARCHS FOR 1 FURRING AND NAILS. UNDER INTERIOR FINISH MASONRY (SHOWN) MASONRY WALL P SEE PLA" WINDOW JAMBS ONLY 1 1 �_A-� -__ WINDOW JAMBS USE _ (2) 2x6 w/ HUC26-2. IF PORTIONS OF THIS WALL LOW ROOF TRUSS SEE LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR - TRUSS PLAN FOR PLAN CONNECTIONS (IF CONNECTIONS ARE EXTERIOR, PROVIDE EXT. SHEATHING ATTACHED PER TRUSS IS CONT. BRG MASONRY (SHOWN) ON MASONRY USE OR WOOD WALL PER META16 @ 24" O.C. OR PLAN ON WOOD USE HGA CLIPS @ 24" O.C.) SECTION a- RAISED HEEL TRUSS "S1SECTION COMBO TRUSS (2) 2x SYP #2 COLLIN ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGE FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4" 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS 1/2"=1 1-01, I i A K lr+ M OTHERS LEDGER AT GIRDER PLAN R PLAN 2x BRG WALL W/ 12 SIMPSON SP2 @ TOP & 2x8's MIN. SPF #2 SP1 @ BASE. LSTA18 O.C. MAX (U.N.O.) OR MTS12 MAY BE NAILS @ 6" O.C. i USED @ BASE.(WHEN MSTAM24 EA. SIDE WALL IS CONT. BRG ON EA. STUD TO WALI TRUSS STRAP STUDS BELOW W/ (9) 10d w/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4": TO TRUSS BELOW) 3/4" TAPCONS PEF 3/4" FLOOR SHEATHING STRAP; CENTER ATTACHED PER STRAP BETWEEN NAILING SCHEDULE MASONRY WALL A FRAME WALL FLOOR TRUSS PER O1/2" PLAN 2x8 #2 SYP P.T. SII 1 1 LU Z PLATE w/ 1/2" EPO ANCHOR BOLT OI I J -BOLT W/ MIN. 7" 1 1 EMBED. @ 32" O.0 SEE PLAN FROM EA.END W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d SEE ARCHS FOR 1 FURRING AND INTERIOR FINISH MASONRY (SHOWN) MASONRY WALL P OR WOOD WALL PER I PLAN PLAN 1/2"=I' -O" WALL SPLICE DETAILS EXTERIOR SHEATHIK` FROM TOP OF WALL TO BOTTOM OF SILI PLATE ATTACH PER NAILING SCHEDULE ROOF SHEATHING ISIMPSON H2.5 EA. I ATTACH PER NAILI� TRUSS SCHEDULE PRE-ENGINEERED TRUSS PER PLAN 2x6 #2 SYP CONT, LEDGER W/ (2) Y4"x3-1/2" SDS WOOD SCREWS @ 16" O.C. MAX. & 3" FROM EA END USE (3) SCREWS FOR 24" I SIMPSON LUS26. Ul< 'RECESS LEDGER INTO O.C. LUS26-2 FOR 2PLY (TRUSS. VERIFY W/ I TRUSS TRUSS SHOP IDRAWINGS� �� 2x8 SYP #2 LEDGER MIN. (4) 16d NAILS T EACH STUD (AT EACH IDE OF OPT. TRUSS RECESS LEDGER 16d NAILS) G.T. USE (4) LEDGER@ OPEN TO BELOW 1-1/2"=1'-0" I % 3/4"=1'-0" EXTERIOR SHEATHING 2x6 #2 SYP CONT. LEDGER W/ (2) Y4"x3-1/2" I SIMPSON LUS26. USE RECESS LEDGER INTO SDS WOOD SCREWS @ LUS26-2 FOR 2PLY (TRUSS. VERIFY W/ 16" O.C. MAX. & 3" TRUSS TRUSS SHOP = FROM EA. END - USE (3) (DRAWINGS— D SCREWS FOR 24" 0.C� � 2x8 SYP #2 LEDGER W/ MIN. (4) 16d NAILS TO EA. TRUSS, 24" O.C. OPT. TRUSS RECESS LEDGER T..`USE (416d NIS) LEDGER B. LOW ROOF 3/4"=1'-0" EXT. FINISH PER ARCHS SHEATHING PER DETAIL WF10/D4 ATTACH SHEATHING TO BOTTOM PLATE W/ (1) ROW 8d NAILS @ 3" O.C. SHEATHING TO OVERLAP BOTTOM PLATE 1 1/4" (MIN.) 1x PT NAILER AS REQ'D CONT. #5 IN TIE BEAM EXT. FINISH PER ARCHS 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 2x8 MIN. SPF #2 @ 16" O.C. - SEE FRAMING PLAN FOR MORE INFO. 2x4 BLOCKING BETWEEN STUDS W/ (2) 12d TOE NAILS EACH END 2x8 #2 SYP P.T. SILL PLATE W/ 1/2" EPDXY ANCHOR BOLT OR J -BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 3" FROM EACH END SECTION @ OPEN TO ABOVE 12 FROM TOP OF WALL PER PLAN 2x4 CONT. W/ (2) 12d TO BOTTOM OF SILL NAILS TO EACH STUD NAILS @ 6" O.C. i PLATE ATTACH PER BLOCK ADJACENT W/ Y2" EPDXY ANCHOR NAILING SCHEDULE OR J -BOLT @ 32" O.C. BAYS @EACH ROOF SHEATHING — ISIMPSON H2.5 EA. & 6" FROM EACH END I ATTACH PER NAILING TRUSS F1 BRACING @ 2 STORY FRAME WALL SCHEDULE PRE-ENGINEERED — D TRUSS PER PLAN 2x6 #2 SYP CONT. LEDGER W/ (2) Y4"x3-1/2" I SIMPSON LUS26. USE RECESS LEDGER INTO SDS WOOD SCREWS @ LUS26-2 FOR 2PLY (TRUSS. VERIFY W/ 16" O.C. MAX. & 3" TRUSS TRUSS SHOP = FROM EA. END - USE (3) (DRAWINGS— D SCREWS FOR 24" 0.C� � 2x8 SYP #2 LEDGER W/ MIN. (4) 16d NAILS TO EA. TRUSS, 24" O.C. OPT. TRUSS RECESS LEDGER T..`USE (416d NIS) LEDGER B. LOW ROOF 3/4"=1'-0" EXT. FINISH PER ARCHS SHEATHING PER DETAIL WF10/D4 ATTACH SHEATHING TO BOTTOM PLATE W/ (1) ROW 8d NAILS @ 3" O.C. SHEATHING TO OVERLAP BOTTOM PLATE 1 1/4" (MIN.) 1x PT NAILER AS REQ'D CONT. #5 IN TIE BEAM EXT. FINISH PER ARCHS 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 2x8 MIN. SPF #2 @ 16" O.C. - SEE FRAMING PLAN FOR MORE INFO. 2x4 BLOCKING BETWEEN STUDS W/ (2) 12d TOE NAILS EACH END 2x8 #2 SYP P.T. SILL PLATE W/ 1/2" EPDXY ANCHOR BOLT OR J -BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 3" FROM EACH END SECTION @ OPEN TO ABOVE (2) 2x TOP PLATE --- (2) 2x HEADER SEE — MASONRY WALL PER PLAN FOR MORE INFO PLAN & CONNECTIONS WINDOW SEE PLAN FOR LOCATION 2x BLOCKING w/ (2) 12d TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW ROOF LINE 2x BASE PLATE W/ 12d @ 24" O.C. TO FLOOR 2x4 CONT. W/ (2) 12d SYSTEM BELOW NAILS TO EACH STUD 2nd STORY WALL PER PLYWOOD FLOORING — PLAN SEE FLOOR FRAMING PLAN FOR MORE INFO SEE PLAN FOR D &TRUSS TION MORE INFO FLOOR TRUSS; SEE FLOOR GIRDER SEE FRAMING PLAN FOR PLAN FOR DIRECTION AND CONNECTION CONNECTION DETAIL MASONRY WALL PER PLAN O.H. PER ELEV. EXT. SHEATHING 2x4 NAILER W/ (2) ATTACH PER NAILING 10d NAILS @ 16" O SCHEDULE 2x4 STUDS @ 16" 1/2" GYP. BOARD SIMPSON H10A @ SEE LD02/SD4 FOR EACH DIAGONAL MORE INFO. BRACE ALL THREAD ROD @ 48" O.C.; SEE FOUNDATION DET FOR CONNECTIOf BASE 2x4 BOTTOM PLAT -- SHEATHING CONT. TO 12 REQ. PER PLAN 2x4 CONT. W/ (2) 12d NAILS @ EACH END. NAILS TO EACH STUD NAILS @ 6" O.C. i 2x8 #2 SYP SILL PLATE BLOCK ADJACENT W/ Y2" EPDXY ANCHOR , OR J -BOLT @ 32" O.C. BAYS @EACH W/ MIN. 7" EMBEDMENT 2x BEARING WALL & 6" FROM EACH END DIAGONAL AS SHOWN. (2) 2x TOP PLATE --- (2) 2x HEADER SEE — MASONRY WALL PER PLAN FOR MORE INFO PLAN & CONNECTIONS WINDOW SEE PLAN FOR LOCATION 2x BLOCKING w/ (2) 12d TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW ROOF LINE 2x BASE PLATE W/ 12d @ 24" O.C. TO FLOOR 2x4 CONT. W/ (2) 12d SYSTEM BELOW NAILS TO EACH STUD 2nd STORY WALL PER PLYWOOD FLOORING — PLAN SEE FLOOR FRAMING PLAN FOR MORE INFO SEE PLAN FOR D &TRUSS TION MORE INFO FLOOR TRUSS; SEE FLOOR GIRDER SEE FRAMING PLAN FOR PLAN FOR DIRECTION AND CONNECTION CONNECTION DETAIL MASONRY WALL PER PLAN O.H. PER ELEV. EXT. SHEATHING 2x4 NAILER W/ (2) ATTACH PER NAILING 10d NAILS @ 16" O SCHEDULE 2x4 STUDS @ 16" 1/2" GYP. BOARD SIMPSON H10A @ SEE LD02/SD4 FOR EACH DIAGONAL MORE INFO. BRACE ALL THREAD ROD @ 48" O.C.; SEE FOUNDATION DET FOR CONNECTIOf BASE 2x4 BOTTOM PLAT -- SHEATHING CONT. TO 2x4 BLOCKS, (2) 16d REQ. LLI 2nd STORY WALL NAILS @ EACH END. PLATE, SP8 TOP AND NAILS @ 6" O.C. i BOTTOM PLATE / BLOCK ADJACENT Q ATTACH PER NAILING / BAYS @EACH I— 2x BEARING WALL SCHEDULE DIAGONAL AS SHOWN. FOR MORE INFO F1 BRACING @ 2 STORY FRAME WALL IF SHEATHING IS NOT CONNECT TO DOUBLE REQ. CONTINUOUS TO BASE TOP PLATE W/ 16d = PLATE, SP8 TOP AND NAILS @ 6" O.C. i z y� BOTTOM ARE REQ'D C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE _. I— 2x BEARING WALL WITH ROOF LOAD FOR MORE INFO F1 BRACING @ 2 STORY FRAME WALL PRE ENGINEERED TRUSSES @ 24" O.0 MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x #2 SPF STUDS @ 16" O.C. w/ EXT. SHEATHING FROM TOP OF WALL TO BOTTOM OF TRUSS/ GIRDER SEE PLAN FOR WINDOW ATTACHMENT INFO, IF WALL SHEATHING ISN'T CONT. LSTA18 STRAPS ARE REQ'D FROM STUDS TO GIRDER BELOW SEE LD02/SD4 FOR MORE INFO IF TRUSSES ARE PARALLEL TO WALL ROOF SHEATHING ATTACHED PER NAILING SCHEDULE SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" FASTEN ROOF J SHEATHING TO BLOCKS W/ 8d NAILS @ z iii 6" O.C. ❑ U) W x (5) 16d NAILS BRACE z TO BLOCKING 0 N I-- PROVIDE —PROVIDE 2x4 BRACE Z LL TO EACH ADJACENT O_ E DIAGONAL, FASTEN 1-- U TO DIAGONAL W/ (2) w W 16d NAILS LU LO TRUSSES PER PLAN LU �— O.S.B. TO OVERLAP O U BOTTOM PLATE 1 1/4"WALL BRACING @ 48" Z (MIN.) 2 — 2x LEDGER TO UPPER O.C. MAX. 45° FROM HORIZONTAL (+/- 10°) FLOOR WALL W/ BRACE NOT REQUIRED 5 W 1/4" X 3-1/2" SIMPSON 6' FROM EAVES. Q SDS SCREW @ 16" O.C. p W co LL ��! It � •o o• j 0z k% k', ,"~` ooh/ rn W ry �o•� p U C (2) 2x SPF TOP �'` �ti�.-. V _j PLATES U.N.O. 1 SEE FOUND. PLAN FOR FTG, REQ. I I 1 = W (2) 2x HEADER SEE FLOOR PLAN z y� 1 1 1 I— —I G FOR MORE INFO 1 1 1 1 O1/2" THREADED ROD SEE BEARING SCHEDULE ON FLOOR PLANS FOR` �' J 1 1 LU Z 1 I 1 1 MORE INFO MAX 5" FROM KING STUD 1 W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d 1 LLI 1 1 2x STUDS SEE PLAN STUDS ABOVE ARE 1 1 �_A-� -__ SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" FASTEN ROOF J SHEATHING TO BLOCKS W/ 8d NAILS @ z iii 6" O.C. ❑ U) W x (5) 16d NAILS BRACE z TO BLOCKING 0 N I-- PROVIDE —PROVIDE 2x4 BRACE Z LL TO EACH ADJACENT O_ E DIAGONAL, FASTEN 1-- U TO DIAGONAL W/ (2) w W 16d NAILS LU LO TRUSSES PER PLAN LU �— O.S.B. TO OVERLAP O U BOTTOM PLATE 1 1/4"WALL BRACING @ 48" Z (MIN.) 2 — 2x LEDGER TO UPPER O.C. MAX. 45° FROM HORIZONTAL (+/- 10°) FLOOR WALL W/ BRACE NOT REQUIRED 5 W 1/4" X 3-1/2" SIMPSON 6' FROM EAVES. Q SDS SCREW @ 16" O.C. p W co LL ��! It � •o o• j 0z k% k', ,"~` ooh/ rn W ry �o•� p U C (2) 2x SPF TOP �'` �ti�.-. V _j PLATES U.N.O. 1 SEE FOUND. PLAN FOR FTG, REQ. I I 1 = W (2) 2x HEADER SEE FLOOR PLAN z y� 1 1 1 I— —I G FOR MORE INFO 1 1 1 1 O1/2" THREADED ROD SEE BEARING SCHEDULE ON FLOOR PLANS FOR` �' J 1 1 LU Z 1 I 1 1 MORE INFO MAX 5" FROM KING STUD 1 W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d 1 LLI 1 1 2x STUDS SEE PLAN STUDS ABOVE ARE 1 1 _ 1 IF PORTIONS OF THIS WALL I 1 TO ALIGN W/ STUDS B SEE CHART FOR REQUIRED JACKS / KINGS # OF STUDS TO MATCH 1 IF 2ND FLOOR HEADER SITS OVER 1ST FLOOR HEADER CONTACT EOR TO ARE EXTERIOR, PROVIDE EXT. SHEATHING ATTACHED PER Q 1 1 BELOW 1 REVIEW THREADED ROD SPACING 1 z 1 1 1 D 1 1 1 1 1 IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY B 0 O 1 1 1 1 0G 1 1 E UNDER 2ND STORY COLUMNS, PROVIDE 1 1 1 SOLID BLOCKING WITHIN FLOOR SYSTEM 1 — 1 2 STORY INTERIOR BEARING WALL UNDER 2ND STORY COLUMN LOCATION. I 1 2x SPF BASE () 1 PLATE 1 E Z 1 1 PRE-ENGINEERED 1 D I I FLOOR SYSTEM 1 KNEEWALL OR BEAM 1 (2) 2x SPF TOP O M 11 ❑ z 1 0 PLATES U.N.O. 1 1 1 W 1 1 1 I 0I�J 1 I 1 (2) 2x HEADER 1 1 iALIGN 2x STUDS SEE PLAN STUDS ABOVE ARE TO W/ STUDS BELOW 1 1 1 I O SEE FLOOR PLAN FOR MORE INFO 1 1 1 B X LO 0 1 I 1 z 0000 1 1 1 LO 1 3 !V m ' 1 11 2x P.T. BASE PLATE SEE BEARING SCHED. FOR A.B. INFO 1 1 1 r) W Ljja0 #, ap j V \k. Ca Z ❑ �I • Q •00000eeN t� m LLL � 1111 w. Q H CL O p _� }:, ❑ O .., :. Q z U' ; O O .a LU k 4 v= y ILL Q *✓ '"4Ei�' U M , U LL O � O Q U) z m O U) > 0 tY Lu U) w ZD J Z w � �gt W .6 r U_ Z � O z J. O U Z c ... O O o W ts LU T_ •�� ■ COPYRIGHT MCD 2014: The information contained in thus 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. 1 SEE FOUND. PLAN FOR FTG, REQ. I I I = W z y� I— —I G � O1/2" THREADED ROD SEE BEARING SCHEDULE ON FLOOR PLANS FOR` �' J AT OPENING LARGER THAN 4'-2" ATTACH TOP PLATE TO HEADER WITH LSTA12 BENT OVER LU Z f" (— MORE INFO MAX 5" FROM KING STUD ~--� W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d Q LLI NAILS INTO HEADER X _ IF PORTIONS OF THIS WALL O B SEE CHART FOR REQUIRED JACKS / KINGS # OF STUDS TO MATCH O IF 2ND FLOOR HEADER SITS OVER 1ST FLOOR HEADER CONTACT EOR TO ARE EXTERIOR, PROVIDE EXT. SHEATHING ATTACHED PER Q BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO z BOTTOM OF FLOOR SYSTEM D IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY 0 O 0G E UNDER 2ND STORY COLUMNS, PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM — 2 STORY INTERIOR BEARING WALL UNDER 2ND STORY COLUMN LOCATION. z () Q Z 1 O M 11 ❑ z 0 W Z J 0 � 0I�J ❑ W O X LO 0 1 z 0000 l LO 3 !V m 11 r) W Ljja0 W p F- I- p U)0- LU STRUCTURAL ENG: CFG / BAD (� DRAFTING: -STRUCT: MB (n _. _I QC CHECK: MRB Q 1= JOB No. TM - 2153301 z w ❑ SCALE: AS INDICATED LU DATE: 10/26/2016 0' Z SD6 COPYRIGHT MCD 2014: The information contained in thus 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. MIN. (3) 2x SYP STUDS REQ'D i OF LANDING \/1 16d NAILS FRO LEDGER TO ST PACK STANDARD (3) 2 STRINGERS W/ SIMPSON A35 /) CLIP TO FLOOR SYSTEM & LANE FRAMING (2) 2x BEAM PER ' HEIGHT OF STAIRS BEAM JOISTS SCHEDULE REQ'D @ AT LANDING 4'-0" MAX (#2 SYP) END OF LANDING FOR WIDTH OF LAN NG 2x8 STRINGERS TO MID SPAN BLOCKING CONNECT TO. BEAM TO MATCH JOIST TO BEAR DIRECTLY ON DEPTH W/ (3) 10d BUILT UP COLUMNS TOENAILS EACH END BELOW EQUALLY A -A PLAN VIEW @ 90 DEGREE TURN LANDING 8'-0" SEE SCHEDULE FOR MAX WIDTH OF LANDING MIN. (3) 2x SYP #2 IIII STUDS REQ'D @ END (1) 2x12 (1) 2x8 OF LANDING W/ MIN. (6) SEE PLAN FOR DEPTH 16d NAILS FROM ATTACH TOP PLATE TO 31" TO EACH STUD. ((2) 1/4" OF LANDING 8'-0" LEDGER TO STUD x 3 1/2" TITENS @ 16" I I I (2) 2X BEAM PER / / PACK O.C. MAX. FOR MASONRY WALL) IIII SCHEDULE @ END OF NAILS STANDARD (3) 2X12 SYP #2 STRINGERS SIMPSON A34 / A35 CLIP TO FLOOR SYSTEM & LANDING FRAMING STANDARD (3) 2X12 STRINGERS W/ SIMPSON A34 CLIP TO FLOOR SYSTEM LINE UP 2xJOIST IN LINE WITH MIDDLE 2x12 STRINGER TO BE UTILIZED AS BLOCKING 2xJOISTS @ LANDING @ 16"O.C. W/ SIMPSON A35 OR LUS26 HANGER ON EACH SIDE 2xJOIST (P.T. IF ATTACHING TO MASONRY WALL) CONT LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EACH STUD. ((2) 1/4" x 3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) 3/4" PLYWOOD OR OSB SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES MID SPAN BLOCKING TO MATCH JOIST DEPTH W/ (3) 10d TOENAILS EACH END SEE PLAN FOR MASONRY WALL OR WOOD WALL (1) 'LX btAM F'tK 2x JOIST (P.T. IF SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO END OF LANDING FOR SCHEDULE @ LANDING MASONRY WALL) CONT STRINGERS TO @ 16"O.C. W/ SIMPSON LEDGER w/ (3) 16d CONNECT TO. BEAM A35 OR LUS26 HANGER NAILS @ 16" O.C. MAX. TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) 1/4" BUILT UP COLUMNS x 3 1/2" TITENS @ 16" BELOW O.C. MAX. FOR A -A PLAN VIEW @ 180 DEGREE TURN LANDING MASONRY WALL) SEE SCHEDULE FOR MAX WIDTH OF LANDING A35 @ EA. STRINGER TO LANDING SEE ARCHS. FOR MAX.. RISE OF STEPS AND 3/4" O.S.B. W/ 8d NAILS nnini TRFaf1 IIFPTH @ 3" O.C. TOP AND BOTTOM CHORD I -JOIST PER FRAMING PLAN W/ SQUASH BLOCK OR BEAM/FLOOR TRUSS PER PLAN 2x12 STRINGERS ONE ON EACH SIDE AND ONE @ MID -SPAN A34 @ EA. STRINGER TO LANDING 2x ATTACHED TO — STRINGER 2x12 STRINGERS ONE ON EACH SIDE AND ONE @ MID -SPAN A35 CONNECTION — 2X8 P.T. SPF #2 (MIN.) LET -IN FASTEN TO SLAB USING MIN. (4) 4' X 3" EVENLY SPACED TAPCONS @ MIN. END DISTANCE OF 1-1/2" 6" MIN. 19 STAIR WINDER DETAIL 2xJOIST LEDGE IF ATTACHING MASONRY WAE SIMPSON A35 CONNECTIONS MASONRY WAL FRAME WALL B PLYWOOD SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES BEAM @ END OF LANDING PER SCHEDULE B -B CROSS SECTION OF BEAM TO LEDGER STRINGERS TO BE NOTCHED AT LANDING (3) 16d TOENAILS PENDING LANDING \ HEIGHT AND PLAN LAYOUT. HEADER WITHIN SUPPORT WALL COULD BE REQUIRED. SEE PLAN FOR REQUIRED HEADER AND A n SUPPORT BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) INFORMATION. X� 2x8 2x L -BRACE W/ 12d 2x JOIST (P.T. IF 2x6 6'-0" 12'-0" (1) 2x12 (1) 2x8 ATTACHING TO IIII EQUALLY MASONRY WALL) CONT IIII 8'-0" 11'-0" LEDGER w/ (3) 16d IIII 6'-0" (1) 2x12 (1) 2x8 NAILS @ 16" O.C. MAX. IIII ATTACH TOP PLATE TO 31" TO EACH STUD. ((2) 1/4" IIII IIII 8'-0" 10'-0" x 3 1/2" TITENS @ 16" I I I (2) 2X BEAM PER / 6'-0" (1) 2x12 (1) 2x8 O.C. MAX. FOR MASONRY WALL) IIII SCHEDULE @ END OF NAILS (3) 2x12 � LANDING FOR 9'-0" STRINGERS TO WOOD OR MASONRY CONNECT TO. BEAM WALL SEE PLAN FOR TO BEAR DIRECTLY ON MORE INFO BUILT UP COLUMN 2x JOIST PER BELOW. SCHEDULE MIN. (3) 2x4 SPF #2 2x8 COLUMN 8._011 (1) 2x12 (1) 2x8 HEIGHT OF LANDING BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING (3) 2x12 2x8 2x L -BRACE W/ 12d (2) 2x12 2x6 6'-0" 12'-0" (1) 2x12 (1) 2x8 2x6 4'-0" EQUALLY (3) 2x12 2x8 8'-0" 11'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" ATTACH TOP PLATE TO 31" (3) 2x12 2x8 8'-0" 10'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" NAILS (3) 2x12 2x12 9'-0" (1) 2x12 (1) 2x8 2x6 5'-0" I (3) 2x12 2x8 9'-0" (2) 2x12 2x8 7'-0" 8._011 (1) 2x12 (1) 2x8 2x6 5-0" (3) 2x12 2x12 91-0" (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" FLOORING FOR STRAP 5'-0" OR LESS (2) 2x12 2x8 91-0" (1) 2x12 (1) 2x8 2x6 6'-0" 2x6 VERTICAL @ 6-0" O.C. MIN. AND @ ANY OPENING W/IN HANDRAIL KNEEWALL SEE ARCH PLAN MAX. 4'-0" ABOVE FLOC 2x4 #2 SPF STUDS @ 24" O.C. 2x4 SILL PLATE W/ (2 10d NAILS @ 4" O.C. (NOTCHED @ 2x6 ATTACH 2x6 VERTIC VERTICAL LOCATION NOTCH SILL PLATE FOR VERTICAL TO TRUSS W/ (3) %4" 2x L -BRACE W/ 12d 2x6 VERTICAL AND NAILS @ 4" O.C. L -BRACE @ 6'-0" O.C. SDS WOOD SCREW @ ANY OPENING ��t 2x4 CONT. TOP PLATE ATTACH TOP PLATE TO STUDS W/ (2) 16d TOE NAILS 2x4 #2 SPF STUDS @ 24" O.C. W/ (2) 12d TOENAILS BOTTOM NOTCH SILL AND PLYWOOD FLOORING TO ALLOW VERTICAL TO SLIDE DOWN TO FACE OF TRUSS BASE PLATE PER FLOOR PLAN NOTE: PLAN EQUALLY ATTACHED PER PLAN1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" SPACED/CENTERED IN TRUSS SEE PLAN 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR FACE OF TRUSS GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND TABLE R301.5 (FBC 5TH EDITION) GEN. STAIR AND LANDING FRAMING DETAILS STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL ST03 HANDRAIL CONNECTION AT FLOOR TRUSSES (2) PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR 3/4"=1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=V-0" N.T.S. UNDER BEAMS LESS THAN 2x12) 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 Q D W �Iw 0.) C:D CLM O ��11111111 �� Ld coo W J o //jam' i;� = Z lZ o Ov e o O m LL Q U LU o i iJ aA�,. r �t O CD Q ` O 0 47- H Z��. U 0 O 0 z O O W CL w F- z 0 0n U) LU� 5; r- < Q — z W 5 U aZ ��OW I: O � N0. z V) n O W 0 z aDU)E �C o ct o it6 LU ir F- LU ti J z Ov W U)U z Q LU ❑ W O� _ OU U) U Q z ❑ w U O o_ z L) Q Z 2x4 CONT. TOP PLATE j 0 11 (ATTACH TOP PLATE ❑ N TO STUDS W/ (2) 16d zZ M TOE NAILS = O J O 2x4 #2 SPF STUDS @ ❑ Cl) Q W 24" O.C. EVERY OTHER z STUD TO BE � IX LO © 0 1 ATTACHED TO TRUSS BELOW (OTHERWISE N ATTACH W/ (2) 12d m TOENAILS @ BOTTOM) O0 .„j Z a I-_ OQo 2x4 SILL PLATE W/ (2) _.. 16d TOE NAIL EA. (D , Q O _ CONT. BRACE & 10d c 5 0 H H NAILS @ 4" O.C. TO LU FLOOR SHEATHING U) 10- W ATTACH 2x4 TO TRUSS STRUCTURAL ENG: CFG /BAD W/(2) j4"x3" SDS U DRAFTING: SCREWS EQUALLY SPACED & CENTERED sTRucT: MB IN TRUSS Q QC CHECK: MRB Z JOB No. TM - 2153301 W SCALE: AS INDICATED ❑ U) DATE: 10/26/2016 W _ FST1 - I ATTACH 2x6 VERTIC v DOUBLE TRUSS PARALLEL TO FLOOR TO TRUSS W/ (3) %4" SECTION X -X N.T.S. SDS WOOD SCREW EQUALLY SPACED/CENTEREE 2x4 CONT. TOP PLATE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE ATTACH TOP PLATE TO 31" ATTACH TOP PLATE TO FACE OF TRUSS STUDS 2/ (2) 16d TOE STUDS W/ (2) 16d TOE 02 NAILS NAILS 2x4 #2 SPF STUDS @ I SEE ARCH PLAN 24" O.C. W/ (2) 12d MAX. 4'-0" ABOVE TOENAILS BOTTOM 2x4 #2 SPF STUDS @ X X SLICE CUT PLYWOOD 24" O.C. W/ (2) 12d I FLOORING FOR STRAP TOENAILS BOTTOM ( 2x4 SILL PLATE W/ 2x4 #2 SPF SILL PLATE NOTCH SILL AND I 10d NAILS @ 4" O.C. W/ (2) 10d NAILS @ 4" PLYWOOD FLOORING I (NOTCHED @ 2x6 _= O.C. TO ALLOW VERTICAL -- VERTICAL LOCATIO TO SLIDE DOWN TO (2) SIMPSON LSTA24 FACE OF TRUSS STRAP (1 EA. SIDE OF STUD) EVERY 48" O.C. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND TO TRUSS W/ (3) %4 x 3" L -BRACE @ 6'-0" 0.( FLOOR BEAM CONDITION SDS WOOD SCREWS @ ANY OPENING FLOOR BEAM SEE BASE PLATE PER FLOOR PLAN NOTE: PLAN EQUALLY ATTACHED PER PLAN1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" SPACED/CENTERED IN TRUSS SEE PLAN 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR FACE OF TRUSS GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND TABLE R301.5 (FBC 5TH EDITION) GEN. STAIR AND LANDING FRAMING DETAILS STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL ST03 HANDRAIL CONNECTION AT FLOOR TRUSSES (2) PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR 3/4"=1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=V-0" N.T.S. UNDER BEAMS LESS THAN 2x12) 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 Q D W �Iw 0.) C:D CLM O ��11111111 �� Ld coo W J o //jam' i;� = Z lZ o Ov e o O m LL Q U LU o i iJ aA�,. r �t O CD Q ` O 0 47- H Z��. U 0 O 0 z O O W CL w F- z 0 0n U) LU� 5; r- < Q — z W 5 U aZ ��OW I: O � N0. z V) n O W 0 z aDU)E �C o ct o it6 LU ir F- LU ti J z Ov W U)U z Q LU ❑ W O� _ OU U) U Q z ❑ w U O o_ z L) Q Z 2x4 CONT. TOP PLATE j 0 11 (ATTACH TOP PLATE ❑ N TO STUDS W/ (2) 16d zZ M TOE NAILS = O J O 2x4 #2 SPF STUDS @ ❑ Cl) Q W 24" O.C. EVERY OTHER z STUD TO BE � IX LO © 0 1 ATTACHED TO TRUSS BELOW (OTHERWISE N ATTACH W/ (2) 12d m TOENAILS @ BOTTOM) O0 .„j Z a I-_ OQo 2x4 SILL PLATE W/ (2) _.. 16d TOE NAIL EA. (D , Q O _ CONT. BRACE & 10d c 5 0 H H NAILS @ 4" O.C. TO LU FLOOR SHEATHING U) 10- W ATTACH 2x4 TO TRUSS STRUCTURAL ENG: CFG /BAD W/(2) j4"x3" SDS U DRAFTING: SCREWS EQUALLY SPACED & CENTERED sTRucT: MB IN TRUSS Q QC CHECK: MRB Z JOB No. TM - 2153301 W SCALE: AS INDICATED ❑ U) DATE: 10/26/2016 W _ FST1 - RECORD COPY #16-3352 39's, 2�.2os6 w