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HomeMy WebLinkAbout297 Big Spring Ter 16-2684 (new sfh) (a). GENERAL CONSTRUCTION NOTES: GHAPTER5 AND SECTIONS REFER TO 2010 F.B.C. RESIDENTIAL CODE NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN THI5 SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNE55E5 ' ARE TO BE CONSIDERED "NOMINAL DIMENSIONS" LCT 186 THORNBROOKE 40 S OCCUPANCY AND CONSTRUCTION TYPE: THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION. CEILING CONSTRUCTION: 2 THE GARAGE SHALL BE 5EPARATED PROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE65 THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION �SRs F1 FV A H T T 55 THAN 12 IN H (121 J SUM OA =QUI ALENT DARLINGTON - GARAGE LEFT m 5 ALL AL50 BE PRO ECTED BY NO LE / G . mm GYP B RD OR V EXTERIOR FINISHES: THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER 2010 F.B.C. RESIDENTIAL CODE 8103.6.1 AND A5TM G926, INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.G. RESIDENTIAL CODE R103h.2 AND A51M C 1063. PROVIDE BOND BREAK IN ACCORDANCE WITH 2010 F.B.C. RESIDENTIAL CODE 8103.6.3 STUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM G 1063-06 (1.11.4.1 THRU 1.11.4.4) AT FRAM=[) WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F. AND DELINEATE AREAS NOT MORE THAT 100 5,F, FOR HORIZONTAL APPLICATIONS, DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT. IN TAYLOR MORRISON EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO 1, A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOORFRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EGRESS: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST NAVE A MAXIMUM OPENING H=IGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM THORNBROOKE 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS REDRAW NOTES MONO FOOTING, ALUMINUM OVER 2x6 5UB FASCIA, 5HINGLE ROOF, ELECTRIC HEAT, 50 GAL. W.H., 200 AMP SERVICE/PANEL BOX, 6-S DOORS THROUGHOUT, PAINTED KNEE WALL5, ELECTRIC RANGE, PAVER DRIVE AND LEAD WALK, PAVER ENTRY AND ACRYLIC LANAI. ..... 09=1(o,l1(c C,REATI., F) I-01 5,1 ,°,N 1HORNI )R00K1 1,0'f3 I <',fiION LEFT ul F -LAN CI v,.I lal v(_J: DOUF)LE 51K F,41`1II. Y ROOM, "i'' N( , FAN (-',N FAMII. ROO` , ti: K' Cf PLAN REVISIONS Uj 0: a' r*� 00 0 ® Z LU cv gu- m Results to be Verified ISSUANCE OF PLAN5 FROM THI5 DRAFTER'5 OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, 1 FLASHING: y DAVIS BEWS DESIGN GROUP 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR LO 100 C 00100 o tQ DIRECTION, AND AROUND ROOF OPENINGS. 0 C BEFORE 2. APPROVED CORRO510N-RE5I5TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS, THE FLASHING SHALL EXTEND TO THE SURFACE OF THE RA N v� � I N G INDE"x DRAWING EXTERIOR WALL FINISH. APPROVED CORRO51ON-RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER (R103.8). 001,0Lu/ 6 WINDOW INSTALLATION: WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS, WRITTEN INSTALLATION COV - GENE RAL NOTES INDEX SPECIFICATIONS / / INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. DWELLING /GARAGE OPENINGS: 1 SLAB INTERFACE PLAN THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNESS, 50LID GORE 1 (S.G.) OR HONEYCOMB GORE STEEL DOORS NOT LE55 THAN 13/6" THICK, OR 20 MINUTE FIRE RATE[) DOORS. 2A1 - MAIN FLOOR P LAN NOTES FLOOD ZONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. 2A2 - MAIN.'FLOOR PLAN DIMENSIONS APPLICABLE): A5PHALT5HINGLE5(IF 2 B 1 - UPPER FLOOR P L.r'1 N NOTES l WIND RESISTANCE OF ASPHALT SHINGLES. -ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 8905.2.6 AND 8905.2.6.E 2, ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER, FOR ROOF SLOPES y� T ZN d' FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) UP TO FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT 2 B 2 - UPPER FLOOR PLAN DIMENSIONS COMPLYING WITH A5TM D 226, TYPE I OR TYPE 11, A5TM D 4869, TYPE I OR TYPE II OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1. 2C - INTERIOR ELEVATIONS, STAIR SECTION, DETAILS CHIMNEY HEIGHT REQUIREMEKT5: WHEN STANDARD OR OPTIONAL WOOD -BURNING FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CLOSER. 3A1 - FRONT ELEVATION "All TUB AND SHOWER ARE45: 3A2 -SIDE AND ELEVATIONS ROOF PLAN GEM=NT,FIBER-CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM 02a8, GI325, OR GII18 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN .REAR / SHOWER AREAS. 3A3 - BUILDING SECTIONS, FLASHING DETAILS TERMITE PROTECTION: 4A - MAIN FLOOR ELECTRICAL PLAN CONTAINING 1 PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE 5LAHE SLEEVE S FLOORS SHALL NOT BE OF THICKNESS MATERIALS. IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U51NG A NON-CORRO51VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. 4 B - UPPER FLOOR ELECTRICAL PLAN SHALL BE APPLIED INSIDE THE SLEEVE, 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION /SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF 2. PROTECTION A DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR 5PL45H BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC: 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURN15HED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THI5 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCE551BLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR RECORD COPY REPLACER A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE REPLACED. SIDE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILIN65 SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN.126 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4, FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN, CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF 5ECTION5 M14113. REVIEWED FOR CODE COMPLIANCE EXHAUST F4N5 AND VENTING: SF PLANS EXAMINER 1, OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS, AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 1l-1-1 G'_- DATE 2, EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RE5IDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS IN51DE THE BUILDING. �►I°I ®F f,�4�1._�I�QI a DIVISION 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 25 FEET FROM THE DRYER LOCATION TO THE WALL OR A PERMIT ISSUED SHALL BE CONSTRUED TO BE A ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCE[) 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 LICENSE TO PROCEED WITH THE WORK AND NOT AS mm) FOR EACH 90 DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE NIC EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED ANE) LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE CODES, NOR SHALL ISSUANCE OF A PERMITMIT PPREVEENT. EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUPACTURER'5 INSTALLATION THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, INSTRUCTIONS. WHERE A CLOTHES DRYER 8005TER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS CONSTRUCTION OR VIOLA'T'IONS OF THIS CODE 1THI5 DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED 13005TER FAN" 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH COMPACTION TEST AMCA STANDARD 550 IN FBG REQUIRED ATTENTION GENERAL CONTRACTOR / BUILDER: Uj 0: a' r*� 00 0 ® Z LU cv gu- m Results to be Verified ISSUANCE OF PLAN5 FROM THI5 DRAFTER'5 OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, 1 K ro y DAVIS BEWS DESIGN GROUP LO 100 C 00100 o tQ EST. 1994 0 C BEFORE ') JMI`� COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS q co 001,0Lu/ 6 .� rn - > > j N M L 00 � 20 `O E0� u.Y roCD N = J * CD 0o roti y� T ZN d' Uj 0: a' r*� 00 0 ® Z LU cv gu- m Results to be Verified ISSUANCE OF PLAN5 FROM THI5 DRAFTER'5 OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, at Slab Inspection AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, y DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDWAR, FLORIDA 39677 813 925 .1300 TEL 813.925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER EST. 1994 Uj 0: a' r*� 00 0 ® Z LU cv gu- m Results to be Verified ISSUANCE OF PLAN5 FROM THI5 DRAFTER'5 OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, at Slab Inspection AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, • DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION 0 C BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS 001,0Lu/ 6 THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE • PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. SAN1F0 ;! REV. 01-23-2015 (TMN) #16-2684 • TITLE • COVER SHEET GENERAL NOTES • SHEET • F I L E-11 ELEVATION 52'-4" z o _ a u PITCH I/8'1 / FT. 13'-S" — r — — — - m 8" C,M,U, WALL ABV. �o = EST.1994 (- too , J�o S" G.M.U. WALL ABY. 0 _j to _ NM NMIx N1 Lo = �I Lo f.__.__ ----- PED.W.C. - 00 ro= � '°.0 o-' C°o iLY `• �J+'fp roro h / o Lav Lu to AIR HANDLERSEATSNOWEaABV.RECESS aTILE LQ LINES FROM - T UPPER FLOOR ILu 3'-o"x3-Ol' A/C2' I" I(D" I' 8" 3' I l PAD (SEE MEGW. - _ _ _ - L.__ — 'J CONTRACTOR -- __ 28 9 i 4 10'-10, -- - - 8' I" T-8" 2'-0" [F4VERS FOR LOC.) it 3/411 RECE55 FOR ENTRY DR. —Ji 12' 1 3'-8 I 3/4" CONDEN5ATION -/ P \' �HANDLER ',R "' DRAIN BY PLUMBER WE5=RUM 13 2 5 IS 46 �� I all 8 4" P.Y.C. UPPER FLOOR NOTE: I ALL SLAB ANGLES T-111- _ REFERENCE 'I! } �_. .. ARE AT 45° (U.N.O.) / \ 4 PAYER DRIVE / LEADWALK _ = ELEVATION�< \� - 0 0.0" � ��_ \� o >\ Lu 1LLI LLI \\� ; <� PROVIDE WATER PITCHNJ 6i LINE FOR ICE MAKER -- G.J. r0 DRAIN I G.J, -r 1 cin -------- ------------------+----------------------- -, q- v 3'-6" I . -� _A- 7 6 SLAB I 3A3 OF REF, I I� 31' Im" — �� 9'-1'l 3'-9" 20' (D" all ON - - � I o all 3l; —' =r 1 I 1 50 GAL I I i ..... . . .. .. . 11i� x'41 H.1 I 111. 3'-0" TAYLOR MORR15ON J5E5 BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT 5UBTERRANEAN TERMITES G.C. VERIFY THAT DECO DRAIN 15 IN5TALLED AT PLANTER5 BETWEEN WALKWAY AND GARAGE vvll_C7//VG • JOB NUMBER 25002.220 • CAD FILE NAME LOT 186 ISSUED 09-16-16 REVISED m 150 STATE STRFyET EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • ]DENVER- ELIVEREST. EST.1994 (- too , J�o 0 _j to 0U1�M NM NMIx N1 Lo >'JM Lo 113 L . 00 ro= � '°.0 o-' C°o iLY `• �J+'fp roro h y� T 00 co Z i a • JOB NUMBER 25002.220 • CAD FILE NAME LOT 186 ISSUED 09-16-16 REVISED w F--- ui G.� C=) m 00 ac v~i C* w y • /lit It 00 F� 2: (D J 02585 • TI TLE • SLAB INTERFACE PLAN SLAB INTERFACE PLAN SCALE: 1/4" = 17 GARAGE LEFT • SHEET • DAVIS BEWS DESIGN GROVP 150 STATE STRFyET EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • ]DENVER- ELIVEREST. EST.1994 (- w F--- ui G.� C=) m 00 ac v~i C* w y • /lit It 00 F� 2: (D J 02585 • TI TLE • SLAB INTERFACE PLAN SLAB INTERFACE PLAN SCALE: 1/4" = 17 GARAGE LEFT • SHEET • r- — — — -I r — — — 7 13'-0"x3-0" 4/G31-0"6 0" A/C PAD (5EE MEGHI 1PAD (SEE MEGN CONTRACTOR I (CONTRACTOR I IFOR LOC.) I IFOR Loc.) I L— J L--..— J x 2 a (e L" ct r _g in MASTER SUIT 16'- 0"x14' -4" 9'-4" i LAI- CLG. RECT VENT DRYER AIR HANDLER -SRU EXT. W41 -1 - TOM ALLTOM. LINE5 FROM TEMP, CGL. ENGL.--- 24 5N. 13 5H. FLAT HEADER 9' 4" ON 42" N. LOUD WALL UPPER FLOOR AT 6-011 A.F.F. bdD. AT E1-011 HD. AT 8'-0" I - - A5H. [JraJ2m" H. TILE � 2 - 26 5H. — --] PED. W.G. LAV. SEAT ,y I LAV --------- H AT ' � / I D. 8 UTIL.10 r�. _ 1 9 4" I -6x6 8 TEMP. GL. ENCL. L--- ---- -j -4 x GLG. PWDR BFD LiL� ON 4211 H. LOW WALL tiSEN I `, «, � �o d e � FLUSH FRAME -8x6 a M. BATH DEN � c1. To FURRING CPT. ! TILE 9'-4" FLAT CLG. x �- — -1 ENTRY •-- 10'-4"x10'-6" '{ 9'-4" FLAT CLC;. 9'-4" PLT. HT. 2 6x6 8 � 0 E BFC M.G. 2.4x& g ARCH FROM � a'-01' TO S' 8 9' 4" CLG, FLAT HDR. ' FOYER 9'-41' I „ AT 4'-4.. GLG. I 'Te FLAT -5EE SECTION 5 Sla. INSULATE FLAT CLG. WALLS ly 9'-411 SLOPING 12 S OR 91-4" GLG. LINE OF SECOND -\I M BARREL ARCH FLOOR ABV. GLG. GLG. v0 UME CLG. _.- - A.F.F. F'AVER5 T,O,M, 9'-4" A.F.F. �LU5H FRAME xL 5 I a, : 1.N . ��,� FROM 8 -0 TO FURRING .4 v — — — R/UP `v �� \ To — — 5T LINE OF 5EGOND OPENINGRCN\ FLOOR ABV. — 1�d TO UNDER 42 H. BAFROM '-011 TO 8'-81i ~] u STAIRS LOW WALL LI00o TII_c \ c!o as (OPT. RAILING) \ SF`p _ ` ABOTEVEII 11 I 3011 UPPER`` �ycJ,I 1 1 I GARAGE 7 2 5TORY cAeINErS �I 1 1 I 20'-o"x2o'-o" O 9'-4" PLT, HT. FAMILY ROOM ARCH FROM DINING / KITCHEN I �' �- a l o z O Q 19'-6"x14'-0" g'-011 TO6-g"10'-6'x14'-0" /\ 9'-4" FLAT CLG. I INSULATEly 2 -STORY VOLUME _ A 9'-4 FLAT C:1� .,, � 2G� �? WALLS flAI a LINE OF SECOND T. FLOOR ABV.--�-_I � , r - 1 Ocd� o , I" _ RANGE I s I �i v W/HOOD ��— —-------- I I . � ii I ------- 0 T.o.M. 2 26 `9'.,4 HD r t O 14ro-I S.F- 1115 S.F. TOTAL LIVING TYPICAL MASONRY 1 3 DAVIS1- BEWS DESIGN GILOVP 455 S.F. ,, .I WINDOW SCHEDULE I TOTAL 50. FT. 324-15.F. x m w WINDOW WIDTHS I LANAI p. 0 J oil] I i'. 9 x14' 4" 20" 2 - 4" F'l 1. h -I T. 1- I.I d —-!- WINDOW CALL -OUTS om�M Q�LL : co„ � Y/ O ('o r .. W `� a CD 26" 12 5N 1/2 0 O ro` h z W �3 c O RECT VENT DRYER AIR HANDLER -SRU EXT. W41 -1 - TOM ALLTOM. LINE5 FROM TEMP, CGL. ENGL.--- 24 5N. 13 5H. FLAT HEADER 9' 4" ON 42" N. LOUD WALL UPPER FLOOR AT 6-011 A.F.F. bdD. AT E1-011 HD. AT 8'-0" I - - A5H. [JraJ2m" H. TILE � 2 - 26 5H. — --] PED. W.G. LAV. SEAT ,y I LAV --------- H AT ' � / I D. 8 UTIL.10 r�. _ 1 9 4" I -6x6 8 TEMP. GL. ENCL. L--- ---- -j -4 x GLG. PWDR BFD LiL� ON 4211 H. LOW WALL tiSEN I `, «, � �o d e � FLUSH FRAME -8x6 a M. BATH DEN � c1. To FURRING CPT. ! TILE 9'-4" FLAT CLG. x �- — -1 ENTRY •-- 10'-4"x10'-6" '{ 9'-4" FLAT CLC;. 9'-4" PLT. HT. 2 6x6 8 � 0 E BFC M.G. 2.4x& g ARCH FROM � a'-01' TO S' 8 9' 4" CLG, FLAT HDR. ' FOYER 9'-41' I „ AT 4'-4.. GLG. I 'Te FLAT -5EE SECTION 5 Sla. INSULATE FLAT CLG. WALLS ly 9'-411 SLOPING 12 S OR 91-4" GLG. LINE OF SECOND -\I M BARREL ARCH FLOOR ABV. GLG. GLG. v0 UME CLG. _.- - A.F.F. F'AVER5 T,O,M, 9'-4" A.F.F. �LU5H FRAME xL 5 I a, : 1.N . ��,� FROM 8 -0 TO FURRING .4 v — — — R/UP `v �� \ To — — 5T LINE OF 5EGOND OPENINGRCN\ FLOOR ABV. — 1�d TO UNDER 42 H. BAFROM '-011 TO 8'-81i ~] u STAIRS LOW WALL LI00o TII_c \ c!o as (OPT. RAILING) \ SF`p _ ` ABOTEVEII 11 I 3011 UPPER`` �ycJ,I 1 1 I GARAGE 7 2 5TORY cAeINErS �I 1 1 I 20'-o"x2o'-o" O 9'-4" PLT, HT. FAMILY ROOM ARCH FROM DINING / KITCHEN I �' �- a l o z O Q 19'-6"x14'-0" g'-011 TO6-g"10'-6'x14'-0" /\ 9'-4" FLAT CLG. I INSULATEly 2 -STORY VOLUME _ A 9'-4 FLAT C:1� .,, � 2G� �? WALLS flAI a LINE OF SECOND T. FLOOR ABV.--�-_I � , r - 1 Ocd� o , I" _ RANGE I s I �i v W/HOOD ��— —-------- I I . � ii I ------- 0 T.o.M. 2 26 `9'.,4 HD r t O T.O.M, .�� T.O.M�. 9' A.F.F. IN PAVER DRIVE / LEADWALK AA 3A3 T.O.M. 91.4" A.F.F. REFER TO 5NEET 2A2 FOR MAIN FLOOR PLAN DIMEN51ON5 HATCHING LEGEND INSULATE WALL 14ro-I S.F- 1115 S.F. TOTAL LIVING TYPICAL MASONRY 1 3 DAVIS1- BEWS DESIGN GILOVP 455 S.F. 150 STATE STREET EAST OUXWAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEW&COM .I WINDOW SCHEDULE -I I S.F. TOTAL 50. FT. 324-15.F. x m w WINDOW WIDTHS p. 0 J oil] 20" 2 1- —-!- WINDOW CALL -OUTS om�M Q�LL : co„ � Y/ O ('o r .. W `� a CD 26" 12 5N 1/2 0 O ro` h z W �3 c O LL Y ro""N rJ*f0 ;J% c 00c�~ ZNLo J - Q 51 v 14 5W z63" 0 15 5N 5H 16 5H G.G. VERIFY MA50NR1 IN :)01 J5, Lu 11N[)OU 51ZE5 ANO IN51... MANUFACTURER AN[) 5F'i CV, RF -FFR TO FLOOR �L��N„ 'X, �"! -', 'A, �i:>G�lla U5EI) (51NGL.E NUN6,5k ',..; , " N'I ' .,`lI '/X 1 !XLF) GLA55- F.6) T.O.M, .�� T.O.M�. 9' A.F.F. IN PAVER DRIVE / LEADWALK AA 3A3 T.O.M. 91.4" A.F.F. REFER TO 5NEET 2A2 FOR MAIN FLOOR PLAN DIMEN51ON5 HATCHING LEGEND INSULATE WALL JOB NUMBER 25002.220 CAD FILE NAME LOT 186 ISSUED 09-16-16 REVISED • • or mi� 14ro-I S.F- 1115 S.F. TOTAL LIVING o N 1 3 DAVIS1- BEWS DESIGN GILOVP 455 S.F. 150 STATE STREET EAST OUXWAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEW&COM .I EST. 19 -I I S.F. TOTAL 50. FT. 324-15.F. x m w p. 0 J O 0 Lo J co om�M Q�LL : co„ � Y/ O ('o r .. W `� a ♦ �.. •• s Lm 0 O ro` h z �3 c O LL Y ro""N rJ*f0 00c�~ ZNLo JOB NUMBER 25002.220 CAD FILE NAME LOT 186 ISSUED 09-16-16 REVISED • • or mi� M>41N FLOOR UFFER FLOOR 14ro-I S.F- 1115 S.F. TOTAL LIVING o N 1 3 DAVIS1- BEWS DESIGN GILOVP 455 S.F. 150 STATE STREET EAST OUXWAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEW&COM TAMPA • DELVER. EST. 19 M>41N FLOOR UFFER FLOOR 14ro-I S.F- 1115 S.F. TOTAL LIVING o N 00 � 455 S.F. LANAI ® z ENTRI' -I I S.F. TOTAL 50. FT. 324-15.F. c- a� Q�LL : co„ � ma• O ('o r .. W `� a ♦ �.. •• s :..wY M>41N FLOOR UFFER FLOOR 14ro-I S.F- 1115 S.F. TOTAL LIVING 2582 5-F, GARAGE 455 S.F. LANAI 139 S.F. ENTRI' -I I S.F. TOTAL 50. FT. 324-15.F. MAIN FLOOR PLAN NOTES GARAGE LEFT 2585 , • TITLE • MAIN FLOOR PLAN NOTES ION —Egli • SHEET • v 9 11-01 29'-m" OPT, SERVICE DOOR 361-411 REFER TO SHEET 2AI FOR MAIN FLOOR PLAN NOTES x`737 k> MAIN FLOOR PLAN DIMENSIONS SCALE: 1/4" = IV' GARAGE LEFT x m DAVIS BEWS DESIGN GROUP r0 C0 0 to 0 TAMPA • ID R V EST. 19 J Lo 0 J C') r v 9 11-01 29'-m" OPT, SERVICE DOOR 361-411 REFER TO SHEET 2AI FOR MAIN FLOOR PLAN NOTES x`737 k> MAIN FLOOR PLAN DIMENSIONS SCALE: 1/4" = IV' GARAGE LEFT dOB NUMBER 25002.220 CAD FILE NAME LOT 186 ISSUED 09-16-16 REVISED x m DAVIS BEWS DESIGN GROUP r0 C0 0 to 0 TAMPA • ID R V EST. 19 J Lo 0 J C') i 000 N >>r JN �QU. 00 :215 -0 r, 0 Co LE. �Y�rn .c cu;: 6.0roh 00 41 z.2a dOB NUMBER 25002.220 CAD FILE NAME LOT 186 ISSUED 09-16-16 REVISED • TI TLE • MAIN FLOOR PLAN DIMENSIONS DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMW FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • ID R V EST. 19 • TI TLE • MAIN FLOOR PLAN DIMENSIONS PROVIDE nrnorn rrMn Cii .-..,1 11.— --, �1.I ')dil I A/t� 3050 5H WALL WALL CLEAR OPENING HEIGHTS IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINI51HED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED, OPERABLE 5ECTION5 OF WINDOW5 SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHE5 OF THE FINISHED FLOOR PER RB.C.R. - 5TH EDITION (2014) 8312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, 5NALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER F,B,C.R. - 5TH EDITION (2014) R312.2 • JOB NUMBER 25002.220 ° CAD FILE NAME LOT 186 ISSUED 09-16-16 REVISED DAVIS BEWS DESIGN GROVP X co w TAMPA • R E.R. -_ - EST. 19 0) , r HCl JL�O 0 Je�>h� 0 � to o�,t�� 06 � N ` LmOpLLM ■1D • 0 0 0 O tCy -1cc *(0 6. 0 (� cc � Z N L d • JOB NUMBER 25002.220 ° CAD FILE NAME LOT 186 ISSUED 09-16-16 REVISED 6, UPPER FLOOR PLAN NOTES GARAGE ALEFT • TI TLE • UPPER FLOOR PLAN NOTES DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMA L, FLORIDA 34677 813.92.5.1300 TEL 81.3. 92.5.1800 FAX W W W.DAVLSBEWS.COM TAMPA • R E.R. -_ - EST. 19 0) , 6, UPPER FLOOR PLAN NOTES GARAGE ALEFT • TI TLE • UPPER FLOOR PLAN NOTES 1-1 1. INN UPPER FLOOR PLAN DIMENSIONS- 5CALE: 1/4" = V-0" GARAGE LEFT • JOB NUMBER 25002.220 • CAD FILE NAME LOT 186 ISSUED 09-16-16 REVISED X�� DAMS BEWS DESIGN GNOVP 111 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.92.5.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. EST. 19 . CM to di y�- o 00 CNA ® Z uj . f� r --� a m11111 It VA r U 0; • r' T •d •• ��` `: 1111 1 00 F� 5" (D 0 z J 0 2585 • TITLE • UPPER FLOOR PLAN DIMENSIONS II 2B2 x w 0 00 0 O co 0 ot1J�M -/ N - r L >iJN L L °piL • 0 0 n 0 = O o—' �0 LE..14 Z --I * CD 6. (� � N 0 C Z CQ • JOB NUMBER 25002.220 • CAD FILE NAME LOT 186 ISSUED 09-16-16 REVISED X�� DAMS BEWS DESIGN GNOVP 111 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.92.5.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. EST. 19 . CM to di y�- o 00 CNA ® Z uj . f� r --� a m11111 It VA r U 0; • r' T •d •• ��` `: 1111 1 00 F� 5" (D 0 z J 0 2585 • TITLE • UPPER FLOOR PLAN DIMENSIONS II 2B2 8" TRAY Cl -G. ASTER SUITE TYP. ARCHWAY A SCALE: 1/4" = 14" PLAN DETAILS SCALE: 1/4" = I'-01 GARAGE LEFT JOB NUMBER 25002.220 CAD FILE NAME LOT 186 ISSUED 09-16-16 REVISED X (0 w.. 150 STATE STREET EAST OLDSMAK FLORIDA 39677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • RLNTP- r 0 O OJMNM J0Lo N o� r > iJ N 6,C iL L • 00> 0-� CO E lLYa) 08) cc *cm f0 00 cc� 0 z cm JOB NUMBER 25002.220 CAD FILE NAME LOT 186 ISSUED 09-16-16 REVISED O =V 00 6V m O 9 z �--- LLJ . CJ C 4J m ...I ps OS • 0z Lf ) 00 z� F� z 0 J J i- 2585 01 • TI TLE • PLAN DETAILS STAIR SECTION • SHEET • 62) DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAK FLORIDA 39677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • RLNTP- EST. O =V 00 6V m O 9 z �--- LLJ . CJ C 4J m ...I ps OS • 0z Lf ) 00 z� F� z 0 J J i- 2585 01 • TI TLE • PLAN DETAILS STAIR SECTION • SHEET • 1112" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RA15ED -- SAND FIN15H TEXTURED BANDING :T 7 -['4". NOTE z TH15 DETAIL 5HOW5 THE TYPICAL THICKNE55 o OF ALL R415ED TEXTURED FINISH BANDING AND SAND FINISHED KEYSTONES (WHERE w } APPLICABLE) IF THICKNE55 15 TO BE DIFFERENT IT WILL BE CALLED OUT AT 5PEGIFIC KEYNOTE GALL -OUT j z INSTALLATION OF EXTERIOR LATHING AND FRAM;NG APPLICATION REQUIREMENTS TO BE PER F.BG.R. - 5TH 3/4"EDITION (2014) R103.6.1 AND A51'M C 1063. THICK THICKNESS OF TEXTURE[) FINISH OVER FRAME APPLICATION TO BE PER RB.C.R. - 5TH EDITION (2014, 8103.6.2 AND ASTMyC 926. ( yy yy yy TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND OR SAND FINISH KEYSTONE SCALL "' O. GUAR ORENIN6 AF-16HT5 IN DWELLING UNIT5, WHERE THE OPENIING OF AN OPERAF'"I_E WINDOW 15 LOCATED MORE THAN 12 INGHES ABOVE [I1E FINI5HED GRADE OR SURFACE BELOW, THE LOWEST PA!T OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INGHES ABOVE THE FINI5HED FLOOR OF THE ROOM IN WHICH 'THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS T HAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERL. 5UGH OPENINGS ARE LOCATED WITHIN 24 INGHE5 OF THE: FINISHED FLOOR PER F.B.G.R. - 5TH EDITION (2014) 8312.2 WINDOW FALL PREVENTION DEvICE5 .AND WINDOW GUARJ5, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.G.R. - 5TH EDITION (2014) R312.2 ;IT I i 4" W. x 5'-(0" H. C,C-CORATIVE XED SHUTTERS - 12_ 6 r,� 'GOND F.F. LINE d� IIII i I I 6 12 /5HINGLE>CiG. ROOF 12 LSHINGLE6ROOF PLT. HT. 4" BANDING STUCCO STUCCO _ FINISH 7 FINISH 7 - I' 4" W x 5'-0" H DECORATIVE FIXED 5HUTTER5 4" BANDING 12 12 (TYR) SHINGLE HINGLE a6 SECOND F.F. LINE ROOF ROOF - 7.O.M, r BANDING _ 0" BANDING XTURED �, -�N15E1 � >�N�;NG � .'AIN 'F. LINE- - J -- I 6" BANDING -- C 00 to o lQ O _j 0) 0 - lk--- _ - 4" BANDING TEXTURED FINISH BANDING MAIN F.F. LINE 813 925 .1300 TEL, co N_ Lo > > J N W W W.DAVISBEWS.GOM ❑ ❑ ❑ ❑ L. LaQaLL 00 wC>ah ��❑�❑❑� LL v F IQ F co L _J fNp L = 0 y�� C T Z N L 01 11 + 'Al%F LINE - 4" BANDING GRADE LINE ' SSUMED) DOOR SURROUND (A55UMED) FRONT ELEVATION 5GALE:114" 1'-0" v- t uv u SAN �6au_;w.m,emso-� ELEVATION "A" GARAGE LEFT • JOB NUMBER 25002.220 • CAD FILE NAME LOT 186 ISSUED 09-16-16 REVISED • • x N w C 00 to o lQ O _j 0) 0 Y/ OLDSMW FLORIDA 34677 813 925 .1300 TEL, co N_ Lo > > J N W W W.DAVISBEWS.GOM TAMPA • L?ENVER. L. LaQaLL 00 wC>ah 0-1 O LL v co L _J fNp L 0 y�� C T Z N L 01 • JOB NUMBER 25002.220 • CAD FILE NAME LOT 186 ISSUED 09-16-16 REVISED Q. M o ^N ca o0oo 0 a- Lu L C ®`eeo�r®ram w��oi voo•®000so®�� I 0 O p o o s ee 0 V) 00 zne 0 >m 0 2585 , • TITLE • FRONT ELEVATION DETAILS • SHEET • DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMW FLORIDA 34677 813 925 .1300 TEL, 813.925.1800 FAX W W W.DAVISBEWS.GOM TAMPA • L?ENVER. a EST. 1994 Q. M o ^N ca o0oo 0 a- Lu L C ®`eeo�r®ram w��oi voo•®000so®�� I 0 O p o o s ee 0 V) 00 zne 0 >m 0 2585 , • TITLE • FRONT ELEVATION DETAILS • SHEET • LANAI ROOF VENT REQUIREMENTS G.G. VERIFY THAT 33.25 SQ, IN, OF VENTILATION THROUGH UPPER - 2/3 OF ROOF 15 ACQUIRED, VERIFY QUANTITY OF ROOF vENT5 REQUIRED, PER MANUFACTURER'S 5PECIFICATION5 OF NET FREE AREA PER VENT. REFER TO COVER SHEET GENERAL NOTES FOR ROOFING UNDERLAYMENT REQUIREMENT5 FOR ROOF PITCHES 4:12 AND UNDER 11.0-___.., TYP, OVERHANG AT HIP l U.N.OJ m ROOF PLAN. SCALE: 1/8" = I' -O" 11/2" THICK 5AND FIN15H KEYSTONE -------- (IF APPLICABLE) RAISED - 5AND FINISH TEXTURED BANDING NOTE: z THIS DETAIL SHOWS THE TYPIC , „ OF ALL R4I5ED TEXTURED FIN 5H �',iA ;, NC, AND 54ND FINI5HED KEY510NL Ek: X APPLICABLE) IF THICKNE55 I5 "" DIFFERENT IT WILL BE CALLED a� a SPECIFIC KEYNOTE CALL -aur N5T4LLATION OF EXTERIOR Lti. APPLICATION REQUIREMENT5 5TH `3/4" EDITION (2014) R103.6.1 AND 45'"^ THICK THICKNE55 OF TEXTURED FINIS ' =SER I �-':ML APPLICATION TO BE PER F.B.C.R, - 5TH EUITIN 1`14) 810.3,6.2 AND A5TM C 926, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE UEAR OPENINC-i 4IC 5 : IN DWELLING UNITS, WHERE THE OPENING O' i,N WINDOW 15 LOCATED MORE THAN 12 INC - 7", FINISHED GRADE OR SURFACE BELOW I Ow k' OF THE CLEAR OPENING OF THE WINDOW 5:,-':.:� MINIMUM OF 24 INCHES ABOVE THE FIN15i LC;- ROOM ; ROOM IN WHICH THE WINDOW 15 LOCATE-F� 5ECTION5 OF WINDOW5 SHALL NOT PERK" OPFN N'.a fir. ALLOW PA55AGE OF A 4 INCH DIAMETEk a a'rk HER SUGH OPENINGS ARE LOCATED WITHIN 24 INC'FIL ";G_ 1l FIN15HED FLOOR PER F.B.C.R. - 5TH EDITION 1'20W WINDOW FALL PREVENTION DEVICE5 ANL 2; NDC ':U4kiJ WHERE PROVIDED, SHALL GOMPLI' WITH REQUIREMENT5 OF ASTM F 2090 PER F.B.CR. STA EDITION (2014) 8312.2 REFER TO COVER SHEET GENERAL NOTES FOR ROOFING UNDERLAYMENT REQUIREMENT5 FOR ROOF PITCHES 4:12 AND UNDER 12 `T 6 ROOFL12 �-S� 6� HINGLE 6 ROOF J PLT. HT._ _ _ _ _ PLT, Hr. _ stucco 5TUCC0 � stucco , FIN15H FINISH 4 2 5HINGLE FINISH 7 �6 �l ROOF �/ �/ 5HINGLE SECOND F.F. LINE 8 SECOND F.F. LINE 8 ROOF5ECOND FF. LINE T.O.M. /7T.O.M. M TEXTURED /TEXTURED /TEXTURED /TEXTURED `r c; FINISI� 7 FINISH FINISH 7 FINISH 21-01111 �' MAIN F.F. LINE �l MAIN F.F, LINE GRADE LINE GRADE LINE (A55UMED) (A55UMED) LEFT ELEVATION 5CALE: 1/8" - 1'-O" REFER TO COVER SHEET GENERAL NOTES FOR ROOFING UNDERLAYMENT 12 12 REQUIREMENT5 FOR ROOF 6C� 12 ,� a6 PITCHE5 4:12 AND UNDER a6 /5HINGLE * * * * 5HINGLE ROOF ALT. HT. ROOF --- PLT. HT. /5TUCCO d, 5TUCCo FIN15N7 FINI5H SECOND F.F. LINE_ 81 5HINGLE D4 SECOND FF. LINE T.O.M._ ROOF T.O.M. _ TEXTURED -- ■ ■ = TEXTUREDLl b FIN15H =1N15H 1AIN FF. LINE _ _ _ [TTE_mpL__jL.MAIN F.F. LINE GRADE LINE---- GRADE LINE (A55UMED) (455UMED) REAR ELEVATION 5CALE:1/8" I' -O" 6� T6 5HINGLE 6 2 SHINGLE 12 ROOF ROOF; 7 T 6 PLT. HT. PLT. HT. / STUCCO - TEMPT STUCCO � e 12 5HINGLE* FINIS>4 FINI5H 6[7 /SHINGLE ROOF �l 5ECOND F.F. LINE ROOF 12 $ll _ 5ECOND F.F. LINE _ 5ECOND FF. LINE 6 T.O.M. � o /TEXTURED /TEXTURED - - _ 1 _ T ■ v FINISH � � � FINISH 7 �. E 1: MAIN F.F. LINE MAIN F.F. LINE GRADE LINE -= ' GRADE LINE (455UMED) (A55UMED) � ���fRI HT ELEVATION 5CALE: 1/8" -- I' -O" ELEVATION "All- GARAGE A" GARAGE LEFT JOB NUMBER 25002.220 CAD FILE NAME LOT 186 ISSUED 09-16-16 REVISED x w w .r i DAVIS BEWS DESIGN GROVP 10 00100 TAMPA • /DENVER. -- EST. 1994 0 -1MN0) 0 i Y/ 2c M _N ` > i J N L ` oo�.0 00rj'0r, 0� C0 I . Y cm L J .— 0h O0 y� ZN2Ot T 0 JOB NUMBER 25002.220 CAD FILE NAME LOT 186 ISSUED 09-16-16 REVISED • TITLE • SIDES AND REAR ELEVATIONS ROOF PLAN DETAILS II 3A2 II .r i DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS,COM TAMPA • /DENVER. -- EST. 1994 • TITLE • SIDES AND REAR ELEVATIONS ROOF PLAN DETAILS II 3A2 II 12 PITCH AS PER ELF V. I �) 7F SHFA I-rIIvCSi I Cil l OM1: J "CHEDJLC Xr iii,; Ft j CD ROOF TF'W""[ 0 JFIR C, ANF T IF I II;_r _._ <, Ti (Y, ANI N AN 12 GIRDER 612j a6 GIRDER G GIRD - TRU55 7T' 12 S ROOF TRU55E5 6� AT 24" O.C. 12 (TYPICAL) a6 2-5TORY ❑ ❑ ❑ ❑ ❑ ❑ ❑ VOLUME T BR. 3 d- 12 m ❑ ❑ ❑ ❑ ❑ ❑ 4 f cO -•- FLOOR 5Y5TEM BEAM - LINTEL FAMILY ❑❑ ❑❑ ❑❑ o T. 1 1/2" THICK 5AND FIN15H KEYSTONE IIF APPLICABLE) RA15ED - 5AND FIN15H TEXTURED BANDING w 3/4" THICK SECTION AA SCALE: 1/8" : P-0" NOTE: TH15 DETAIL 51-10W5 THE TYPICAL THICKNE55 OF ALL RA15ED TEXTURED FIN15H BANDING AND SAND FINISHED KEY5TONE5 (WHERE APPLICABLE) IF THICKNE55 15 TO BE DIFFERENT IT WILL BE CALLED OUT AT 5PEGIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENT5 TO BE PER F.B.C.R. - 5TH EDITION (2014) R103.6.1 AND 45TM C 1063. THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) 8103.62 AND ASTM C 926, TYP. CROSS—SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE 5CALE: 3" : 14" a6 GIRDER - ROOF TRU55R5 TRU55 AT 24" O.G. (TYPICAL) GARAGE CLEAR OPENING HEIGHTS �e IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INGHE5 ABOVE THE FIN15HED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INGHE5 ABOVE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INGHE5 OF THE FIN15HED FLOOR PER F.B.C.R. - 5TH EDITION (2014) 8312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARD5, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENT5 OF ASTM F 2090 PER F.B.C.R. - 5TH EDITION (2014) 8312.2 3rs��vALL)In/Cy I'm. 0 FD T EEEV A ION "A GARAGE LEF C= 00 • x 0 jk I DAVIS BEWS DESIGN GROUP SHEATHING PER PLAN EST. 1994 ®w`oam 0 .J co o 3 15" FELT DRAINAGE PLANE LLI 4 U IIAA If 5 1/8" 5TUCCC THICKNE55 > > J N ` Dorm L• 4 PAPERBACK LATH I MEMBRANE STRIP COVERING WOOD (v N J .r �oC� FRAME/MA50NRYINTER5ECTIONUNDER EXPAN51ON JOINT TO EXTEND 2" BELOW CMU 2 METAL OR PLA5TIC EXPAN51ON JOINT I" FROM TOP OF CMU 5 5/8" 5TUCCO OR CEMENTIOU5 COATING OVER CMU CMU WALL PER PLAN NOTE: NUMBERS INDICATE ORDER ITEMS 5HOULD BE IN5TALLED OVER FRAME AND CMU WEEP SCREED DETAIL PER M.C.D. ENGINEERING 5CALE: 3" : 1'-0" 3rs��vALL)In/Cy I'm. 0 FD T EEEV A ION "A GARAGE LEF • JOB NUMBER 25002.220 • CAD FILE NAME LOT 186 ISSUED 09-16-16 REVISED C= 00 • x 0 jk I DAVIS BEWS DESIGN GROUP C 0 Lo O EST. 1994 ®w`oam 0 .J co o LLI 4 U IIAA P > > J N ` Dorm L• ro- 0 0 LLY�Oi (v N J .r �oC� 0 z N L 01 • JOB NUMBER 25002.220 • CAD FILE NAME LOT 186 ISSUED 09-16-16 REVISED � M C= 00 jk I DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX WWW.DAVISBEW&COM TAMPA • DENVER EST. 1994 � M C= 00 M Z ®w`oam o LLI 4 U Q P 2585 • TITLE • BUILDING SECTION FLASHING DETAIL DETAILS II 3A3 I I A/C DIISCONN. II I I L — J L _ J W.P. G.F.I. WORIZ. MAKE-UP LIGHT MASTER SUITE I� M. BATH �s- I _ HORIZ. MAKE-UP PRE-WIRE � I FOR \ I or FAN/LIGHTL 11 \ I I I— sD CM D GFI WALL S MOUNT AT UP TO j \ CANS i I LANAI i W/ FAN \ PRE -WIRE OPT. FOR \ _._ FAMILY ROOM FAN/LIGHT I I�. j \ i DEN OTIRECT VENT DRYER HORIZ. HRU EXT. WALL MAKE-UP P LIGHT 220 V. UTIL.- - - - - - - L_- I I- J GF.I. I PW - _ ENTRY I L CT fCAL <EE - \ 13 THREE-WAY SWITCH W.P.I FOUR-WAY SWITCH / 0 G.F.I.4 _tD DIMMER SWITCH GF.I. COACH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE aPENDANT AT 48" LIGHT WALL MOUNTED INCANDESCENT LIGHT FIXTURE (VERIFY LOCATION) - - - - - - - - - ;O RECESSED INCANDESCENT LIGHT FIXTURE c LIGHT FIXTURE WITH PULL CHAIN �M \ G�.D opN�RFOR I \ � TRACK LIGHT FOYER FLUORESCENT LIGHT FIXTURE / 4 EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION \ x Lu 1 D ELECTRIC DOOR OPERATOR (OPTIONAL) CHIMES (OPTIONAL) \ II 4 I o PUSHBUTTON SWITCH (OPTIONAL) CA GTO RBON MONOXIDE DETECTOR SMOKE DETECTOR SMOKE / CARBON MONO. COMBO DETECTOR DINING KITCHEN _ I I TELEPHONE (OPTIONAL) —r � I F -q TELEVISION (OPTIONAL) jj� I tNER05tAt\ GARAGE AT4sI PENDANT (" ELECTRIC METER VERIFY LOCATION) "' I I ELECTRIC PANEL \ -� DISCONNECT SWITCH ' of WINDOWS I ® SPEAKER (OPTIONAL) \I 15 L--------- . I "� GRI. ROUGH -IN FOR OPT. CEILING FAN ELEC. PANEL 200 AM AT 48" CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ ® IRRIG. c ROUGH -IN FOR OPT. CEILING FAN COACH GJ - MICROWAVE LIGHT NOTES- OUTLET OTESOUTLET +14"1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GRI.) A$ INDICATED G.F.I. 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 ..... 1411 TELEPHONE ... 1411 (UNLESS ABV COUNTERTOP) TELEV16ION... 1411 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL BA AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOM5, DINING * * * * ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, 5UNROOM6, RECREATION ROOMS, G.C. VERIFY LOCATION CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. 4/0 ALU. GABLE DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 FOR CEILING FANS MAIN D15CONNECT METER A/C PRE -WIRE 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY COMBO - SQUARED DISC. * * * * ROOMS SHALL BE GF.C.I. PROTECTED (GRI). TYP. "14 ANp "12 COPPER TO REFER TO FLOOR INSIDE LIGHTS AND OP LETS 6. IT 16 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN To ENSURE THAT ALL PLAN FOR NOTED MAIN DISC. PANEL * * * * ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH N.F.PA.10, N.E.C. 2011, FB.CR - 5TH AMPS. REQUIRED 10 COPPER TO G.C. VERIFY LOCATION EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. WATER HEATER OF VIDEO PORTS UNDERGROUND "8 COPPER TO RANGE 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, SERVICE BY FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON POWER COMPANY "4 COPPER TO 5/8" GROUND ROD * * * * MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING ALSO SERVICE TO BE BONDED PURPOSES. TO FOOTING STEEL 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN * * * * SUCH WIRING 15 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE G.C. VERIFY ALL BATTERY BACKUP, COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE ELECTRICAL RISER D IAC RA M SMOKE DETECTORS LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. TO BE HARD -WIRED NOTE: ELECTRICAL MATERIALS AND I145TALLATION5 SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. MAIN FLOOR ELECTRICA 11) )RE") L PLAN GARAGE LEFT DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER .P. WEATHERPROOF DUPLEX OUTLET \.F.,. GROUND FAULT INTERRUPTER DUPLEX OUTLET r 0 HALF -SWITCHED DUPLEX OUTLET SPECIAL PURP06E OUTLET \ DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET 1 0��M WALL SWITCH \ 13 THREE-WAY SWITCH W.P.I FOUR-WAY SWITCH / 0 G.F.I.4 _tD DIMMER SWITCH GF.I. COACH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE aPENDANT AT 48" LIGHT WALL MOUNTED INCANDESCENT LIGHT FIXTURE (VERIFY LOCATION) - - - - - - - - - ;O RECESSED INCANDESCENT LIGHT FIXTURE c LIGHT FIXTURE WITH PULL CHAIN �M \ G�.D opN�RFOR I \ � TRACK LIGHT FOYER FLUORESCENT LIGHT FIXTURE / 4 EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION \ x Lu 1 D ELECTRIC DOOR OPERATOR (OPTIONAL) CHIMES (OPTIONAL) \ II 4 I o PUSHBUTTON SWITCH (OPTIONAL) CA GTO RBON MONOXIDE DETECTOR SMOKE DETECTOR SMOKE / CARBON MONO. COMBO DETECTOR DINING KITCHEN _ I I TELEPHONE (OPTIONAL) —r � I F -q TELEVISION (OPTIONAL) jj� I tNER05tAt\ GARAGE AT4sI PENDANT (" ELECTRIC METER VERIFY LOCATION) "' I I ELECTRIC PANEL \ -� DISCONNECT SWITCH ' of WINDOWS I ® SPEAKER (OPTIONAL) \I 15 L--------- . I "� GRI. ROUGH -IN FOR OPT. CEILING FAN ELEC. PANEL 200 AM AT 48" CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ ® IRRIG. c ROUGH -IN FOR OPT. CEILING FAN COACH GJ - MICROWAVE LIGHT NOTES- OUTLET OTESOUTLET +14"1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GRI.) A$ INDICATED G.F.I. 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 ..... 1411 TELEPHONE ... 1411 (UNLESS ABV COUNTERTOP) TELEV16ION... 1411 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL BA AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOM5, DINING * * * * ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, 5UNROOM6, RECREATION ROOMS, G.C. VERIFY LOCATION CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. 4/0 ALU. GABLE DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 FOR CEILING FANS MAIN D15CONNECT METER A/C PRE -WIRE 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY COMBO - SQUARED DISC. * * * * ROOMS SHALL BE GF.C.I. PROTECTED (GRI). TYP. "14 ANp "12 COPPER TO REFER TO FLOOR INSIDE LIGHTS AND OP LETS 6. IT 16 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN To ENSURE THAT ALL PLAN FOR NOTED MAIN DISC. PANEL * * * * ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH N.F.PA.10, N.E.C. 2011, FB.CR - 5TH AMPS. REQUIRED 10 COPPER TO G.C. VERIFY LOCATION EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. WATER HEATER OF VIDEO PORTS UNDERGROUND "8 COPPER TO RANGE 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, SERVICE BY FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON POWER COMPANY "4 COPPER TO 5/8" GROUND ROD * * * * MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING ALSO SERVICE TO BE BONDED PURPOSES. TO FOOTING STEEL 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN * * * * SUCH WIRING 15 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE G.C. VERIFY ALL BATTERY BACKUP, COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE ELECTRICAL RISER D IAC RA M SMOKE DETECTORS LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. TO BE HARD -WIRED NOTE: ELECTRICAL MATERIALS AND I145TALLATION5 SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. MAIN FLOOR ELECTRICA 11) )RE") L PLAN GARAGE LEFT JOB NUMBER 25002.220 CAD FILE NAME LOT 186 ISSUED 09-16-16 REVISED • x ro w 150 STATE STREET EAST OLDSMAR,177..ORIDA 34677 513.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DET*4 / r 0 0 Jauil�� 'A 1 0��M Y/ W _ S Uca M in 0 0 a�pn -j C O _0 � � a N LJ0 oco z cm JOB NUMBER 25002.220 CAD FILE NAME LOT 186 ISSUED 09-16-16 REVISED 2585.1 • TITLE • MAIN FLOOR ELECTRICAL PLAN • SHEET • DAVIS BEWS DESIGN GPOVP 150 STATE STREET EAST OLDSMAR,177..ORIDA 34677 513.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DET*4 / 2585.1 • TITLE • MAIN FLOOR ELECTRICAL PLAN • SHEET • HORIZ. MAVC ,ln G.C. VERIFY LOCATION G.C. VERIFY ALL FOR CEILING FANS SMOKE DETECTORS PRE -WIRE TO BE HARD -WIRED EMMA G.C. VERIFY LOCATION FOR RECESS LIGHTS DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER 0P WEATHERPROOF DUPLEX OUTLET O.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET �$ HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH ID DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ;Q. RECESSED INCANDESCENT LIGHT FIXTURE C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN ;Qt EXHAUST FANLIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) Fc -H] CHIMES (OPTIONAL) 0 PUSHBUTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR s� SMOKE DETECTOR so SMOKE / CARBON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) T TELEVISION (OPTIONAL) O THERMOSTAT 05 ELECTRIC METER -w ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) cU/> ROUGH -IN FOR OPT. CEILING FAN v J c� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ J ROUGH -IN FOR OPT. CEILING FAN NOTES - I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GF.I) AS INDICATED ON PLANS OR AS ITEM N0.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42 OUTLETS ..... 1411 TELEPHONE ... 1411 (UNLESS ABV COUNTERTOP) TELEVISION ... 1411 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. 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 GF.C.I. PROTECTED (GP.1). 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE TWAT ALL ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH NF.P.A.10, N.E.C. 2011, F.B.C.R - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. GARAGE LEFT4 B • JOB NUMBER 25002.220 • CAD FILE NAME LOT 186 ISSUED 09-16-16 REVISED FAX W W W.DAVISBEWS.COM TAMPA •DENVER x m w C to 0 Lo r0 J, OJcc�+�1�� 0 0m�M Y[ r 2.5 CJ 66 _j ooh • 0 0 ro= T � U V � L 7 O-JcO � �Y%�' l0 N J 41 �r � y� T O� m I Z c • JOB NUMBER 25002.220 • CAD FILE NAME LOT 186 ISSUED 09-16-16 REVISED Z O Up) z� 00 z F� 37cmlt*e J0DAMSBEWS D1�VIS BEWS DESIGN GROVP 150 STATE STREET EAST ULDST4AR, E7.0RIDA 34677 813. 925.1300 TEL 813 _ 925. 1800 2585 , • TITLE • UPPER FLOOR ELECTRICAL PLAN 1111r)7 DI G, UPPER FLOOR ELECTRICAL PLAN_ • SHEET • FAX W W W.DAVISBEWS.COM TAMPA •DENVER EST. 1994 Z O Up) z� 00 z F� 37cmlt*e J0DAMSBEWS D1�VIS BEWS DESIGN GROVP 150 STATE STREET EAST ULDST4AR, E7.0RIDA 34677 813. 925.1300 TEL 813 _ 925. 1800 2585 , • TITLE • UPPER FLOOR ELECTRICAL PLAN 1111r)7 DI G, UPPER FLOOR ELECTRICAL PLAN_ • SHEET • /� I IVIG I /AL k.I I IIVh� rUM UOM VVI I rl rMt:JJUMr_ I rCCH I CU VVVVU GENERAL NOTES IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, INDEX 0► F DRAWINGS METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL FOUNDATIONS AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM MINIMUM G50 ZINC COATING SHEET SHEET TITLE BEARING CAPACITY 2000 PSF 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE NUMBER DATE TERMITE TREATMENT (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, GENERAL LOADING: RISK CATEGORY II 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE S1 STRUCTURAL NOTES THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PRESERVATIVE WOOD TREATER. PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES CREATED ELEV. A, B, C AND ELEV A WITH BONUS, CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 ATTIC WITHOUT STORAGE = 10 PSF S2 FOUNDATION PLAN (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS OF PRESSURE TREATED WOOD. WITH MASTER 2 AND WITH BONUS & MASTER 2 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 GUARDRAILS IN COMPONENTS = 50 PSF S3 DOWEL PLACEMENT PLAN ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND PREFABRICATED WOOD TRUSSES CONSUMER SERVICES. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR 2 7/8/2014 S4 FIRST FLOOR FRAMING PLAN SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT CAST IN PLACE CONCRETE CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE (+) 21.2 SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSL -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS 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 3 12/18/2014 S4.2 ROOF FRAMING PLAN 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 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL AND STRUCTURAL PLANS FOR MORE INFO. (+) 19.0 4 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 (+) 18.0 (+) 18.0 S D 1 FOUNDATION DETAILS WWF SHALL BE LAPPED AT LEAST 6" &CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD REMOVED OPTIONAL MASTER SUITE 2 AND POSITIONERS IN MIDDLE OF WALL -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE S D2 GENERAL DETAILS REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION AND LATEST EDITION OF ANSI TPI 1. 5 1/30/2015 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301: 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP 4 4 aI 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 CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 5th EDITION (2014). WIND SPEED IS BASED 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. ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR 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 PER TB -56 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 BOLTS AND THREADED RODS DL = 7 PSF (SHINGLE TYPE ROOF COVER) SD6 TWO STORY DETAILS 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS DL = 14 PSF (TRUSS OVERBUILD) 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: 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING -INSTALL PERMANENT 2x CONTINUOUS LATERAL B 11 RACE (CLB) ACROSS TRUSS WEBS 11 7 OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153 A) FLOORS = 40 PSF B) BALCONIES =60 PSF / 100 PSF (IF BALCONY > 100 SQ FT) 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE C) DECKS = 40 PSF D) STAIRS = 40 PSF UPDATES OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM, MINIMUM FLOOR DESIGN DEAD LOADS: MASONRY WALL CONSTRUCTION A) FLOORS = 15 PSF B)BALCONIES = 15 PSF NUMBER DATE DESCRIPTION 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, GENERAL LOADING: RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 000 CREATED ELEV. A, B, C AND ELEV A WITH BONUS, CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 ATTIC WITHOUT STORAGE = 10 PSF PSI (fm = 1900 PSI) ATTIC WITH LIMITED STORAGE = 20 PSF GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF z 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 COMPONENTS = 50 PSF Z CO moi O00°O 0WZ 5 --co % (+) VALUE DENOTES PRESSURE AREA (SQ FT) -FILL 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1 ". GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS 2 7/8/2014 CREATED ELEV. C W/ TRUSSWAY TRUSSES 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS 5O O& ,Z (+) 21.2 SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSL -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS 10 (-) 22.9 CREATED ELEV. C W/ BONUS -TRUSSWAY 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 - 26.4 (+) 19.0 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) (+) 18.0 (+) 18.0 FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL, REBAR 12d TOENAILS EACH END. - 22.0 GARAGE DOORS REMOVED OPTIONAL MASTER SUITE 2 AND POSITIONERS IN MIDDLE OF WALL -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS (+) 18.4 (+)17.7 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U N.O. MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'4" MAX AND 5 1/30/2015 OPTIONAL BONUS ROOM w/ MASTER SUITE 2 FROM 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP 4 4 aI 5 5 j✓' MASTER PER BILL YOUNGMAN'S REQUEST COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING, SEE BCSI-B3 SECTIONS 1, 2 AND 3 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 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. ANCHORS OR EPDXY FASTENED STUDS SHALL.. BE USED. ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR UPDATED ELEV. A STD W/ TRUSSWAY TRUSSES 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" I O 4 1/2." -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING 6 4/14/2015 PER TB -56 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 WIND -BOURNE DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS 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 TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS 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 B 11 RACE (CLB) ACROSS TRUSS WEBS 11 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-63. ( 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-133). -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ 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 CONCRETE11 CONSOLIDATION. WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SPRUCE- PINE-FIIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED LUMBER IS NOT PERMITTEDTO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) CONDITIONS, E.O.R. TO REVIEW IF INSTALLED. 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS. 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES, TYP U.N.O. 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA -A. OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT, 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 10. SEE PLAN FOR 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/in' U.N.O E = 1,500,000 Ib/in' U.N.O. Fb = 2500 Fb =3000 Fb =2200 Ft = 1500 Ft = 1700 Ft = 1500 Fc ll= 3000 Fc ll= 3000 Fc 11= 2100 Fc j = 900 Fc j = 900 Fc j = 450 Fv = 285 Fv =285 Fv = 150 WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. CEILING CONSTRUCTION 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS OTHERWISE SPECIFIED. 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 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 INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12 TALL. 2x4 SYP #2 BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2. STRAPS/CONNECTOR SUBSTITUTION MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DIETS FOR ADDIT'L INFO.) 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY @ 5" MIN EMBED. -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 6. MORTAR JOINTS -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1 St (2) COURSES FROM END. 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 +11/2%1-1/2",GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/2", CONTACT EOR FOR REPAIRS. STRUCTURALSTEEL 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSL 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT, BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX LINO (LOW HYDROGEN). FILLET WELDS SHALL BE 3/6" LINO. 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 000 WIND PRESSURE & SUCTION EFFECTIVE J z (PSF) WIND U. 6'; �• O Z CO moi O00°O 0WZ 5 --co % (+) VALUE DENOTES PRESSURE AREA (SQ FT) s'� O®� r -D Q -) VALUE DENOTES SUCTION AREA 4O 5O O& ,Z (+) 21.2 (+) 21.2 10 (-) 22.9 (-) 28.3 m (+) 20.2 (+) 20.2 20 (-) 22.0 - 26.4 (+) 19.0 (+) 19.0 50 -) 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 (-) 19.8 - 22.0 GARAGE DOORS 9'-0" x 7'-0" 16-0" x 7'-0" (+) 18.4 (+)17.7 (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 aI 5 5 j✓' a 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 SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). (12.7MM) GYPSUM BOARD. SUBMIT REPORTS TO ARCHITECT AND ENGINEER. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, 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_ni4� /k N )f:Z I 0 , "'Z W Z O W W 0 L 0..' dcoIII � C+ Ld 0) M LL p X 0 z N r1 0 I OZZ F�« JOB No. 000 !�° ®�®•.. ®,®d�e®�i� v..I J z I... SC:� U. 6'; �• O Z CO moi O00°O 0WZ 5 --co % --� LI s'� O®� r -D Q W z Q C) 002 ° 00l� O& ,Z Y! .o �0 a •i 0�O • m J LL s.. WWI 0..' dcoIII � C+ -STRUCT: TNT X 0 z N r1 0 I OZZ F�« JOB No. - o Oto AS INDICATED DATE: g I... Go F- W Q01-1 Z CO moi O00°O 0WZ 5 --co % 0 JO a N O LI Z L i 002 40 � W U 8 a -STRUCT: TNT 06 Z z N r1 0 I OZZ F�« JOB No. TM - 2153128 Oto AS INDICATED DATE: g I... Go F- W Q01-1 Z CO moi O00°O 0WZ 5 --co % 0 JO a N O LI Z L i 002 � W U 8 DRAFTING: -STRUCT: TNT 06 Z z N r1 0 I OZZ F�« JOB No. TM - 2153128 SCALE: AS INDICATED DATE: g Z L i 002 STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: TNT QC CHECK: MB JOB No. TM - 2153128 SCALE: AS INDICATED DATE: 09/19/2016 S1 0 00 0 r 00 ti N C? v � N 00 N FOUNDATION PLAN 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 MF09 AND MF10 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). 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 DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND 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. BARS & 3" MIN. COVER TO EDGE OF CONIC. O24"x24"x12" dp w/ #5's EQUALLY SPACED EA. 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. BARS & 3" MIN. COVER TO EDGE OF CONC. 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. 3.5 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"'x16" 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 ® INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.). 0 INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. m INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. #5 CONT. FT.G TO TIE BEAM. 1/4"= 1 1-011 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, z O I I �U LLJ III O c, a zM r"..u• 0 uz° S t M U C;r C) r� 1 v� CL cn g Lu z 0 QZMI 9-6 O I z 0 C', o� J N�Zn Q U) In o g Q 0 a-CW6�E z Ix b <C4 J z LL. >~LL C LU W i U) ..... l IL �i s2 p Q Z 0 H 00 O i ZJ0 0 —j c OIn0 )�OWz _ w X00 O 0 H I— CL i STRUCTURAL ENG: CFG / BAD DRAFTING -STRUCT: TNT QC CHECK: .I H MB z _ _ = JOB No. TM - 2153128 SCALE: AS INDICATED u DATE: 09/19/2016 C �i s2 T-0" 6'-8" 6-8" 6'-8" 3'-8" T-0" 4'-6" 3'-10" T-2" T-2" 7'-4" 1'-8" SYMBOLS LEGEND LLI INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. Q TO TIE BEAM ( 6-8"O.C. MAX U.N.O.). 0 i i 1 i i r 0 J i U i C/ W i 0 ® INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. U 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. C u U INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. #5 CONT. FT.G TO TIE BEAM. C C, (1) #5 @ TOP, BOTTOM & MID -HEIGHT OF ❑ COLUMN c U 70 3 F FILLED CELL ❑ U C C C PLAN VIEW C (1) #5 @ TOP, BOTTOM & MID -HEIGHT OF COLUMN SECTION VIEW AP4 MASONRY COLUMN TIE IN DOWEL PLACEMENT PLAN_ 1/4"=11-011 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. _.._ (1) CONT. #5 FROM TIE o BEAM TO FOOTING O J UL MASONRY WALL IL _M Gl. REINFORCING PER 0®®'111pi111'0® uj ao PLAN (TYP). z epee .k t' ®��, J o g go ..°.®® v�� ®�i Z Z oz 00. :W ¢:¢rCZ, Z I --O• C,)' If— O p• �� a' J • 60 00 v ® m IL 111 I -- Q LU • CL 0O CDU z Z� Qc aO clio W4 4 ULL }+' O O z 0 cc O u.i Z z U � U Uj 8 F- c W �, LIJ V- U) (DQ .etc O U z N�Qg§ Z < Z J 0N�Z Q o � 1 Q,, = iE ZO a`'c�``i E Uj Uj LLJ I— Uj C �_ J Z LI ': f— 3 2 O 0 W O = U C/) ..�.� U 4 z 0 W (10O a z �( Q Z O J Ili 00 z 0 T Z z Z 0 I— O0 LU z O 0000 � � N o m O I Z �- LV _ z W >- O — O w 0 F -2I= 0 W (/) C1 - LU w tr STRUCTURAL ENG: CFG / BAD F- 0 DRAFTING: 0 H -STRUCT: TNT U) J QC CHECK: MB 1— JOB No. TM - 2153128 w11_DINC W— W SCALE: AS INDICATED 3A NI IF :ARD w DATE: 09/19/2016 3 0 00 J05 J06 J22 J23 J23 J23 J23 J23 J22 J06 J05 y� 06, FIRST FLOOR FRAMING PLAN WALL LEGEND change to a printing layer if req'd = 10'-0" T.O.M. = 11'-0" T.O.M. = 12'-0" T.O.M. ® = INTERIOR/EXTERIOR BEARING WALLS VERIFY ` HGT. W/ ARCHITECTURAL h PLAN U.N.O. L 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. Q D n M w4 p M C) �+ O U � Z O U) O IX Z a. LU W � J (� _3 W O) n 0 � z U) 0) U) ULj- Q � .� U)_ O ZQ F: 0 Z Q J NKZi o LL z0 a�k�E J U LU F- O ooh LU H —� z U— LU �— O U �.� Q Z 1 o w N z �( �• . U Z J O co u o H 00 z 0 = Z J O F- Q J z W O _ 0000 � �LO CV m ° O-jZ F" W z w >- 00 wp Ia O --2F- o � LU ry- Z) STRUCTURAL ENG: CFG / BAD (� DRAFTING: F--STRUCT: TNT fA J QC CHECK: MB Q � H Z JOB No. - ® Qv w B\/\/l M == H2x6 AS INDICATED J04 �_ - SAN F 0aRDi MD DATE: WS11 LD04 SC J04 SD5 SD6 2x12 #2 SYP LED( SIM 1/4"x3-1/2" SIMPS( S4 TO THE VERTICAI J04 �I FLOOR TRUSS @ PS03 J04 _ S D4 SIM. i WF02 J03 i SD6 J02 j LD02 J01 0 0 0 0 0 1 0 00 J05 J06 J22 J23 J23 J23 J23 J23 J22 J06 J05 y� 06, FIRST FLOOR FRAMING PLAN WALL LEGEND change to a printing layer if req'd = 10'-0" T.O.M. = 11'-0" T.O.M. = 12'-0" T.O.M. ® = INTERIOR/EXTERIOR BEARING WALLS VERIFY ` HGT. W/ ARCHITECTURAL h PLAN U.N.O. L 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. Q D n M w4 p M C) �+ O U � Z O U) O IX Z a. LU W � J (� _3 W O) n 0 � z U) 0) U) ULj- Q � .� U)_ O ZQ F: 0 Z Q J NKZi o LL z0 a�k�E J U LU F- O ooh LU H —� z U— LU �— O U �.� Q Z 1 o w N z �( �• . U Z J O co u o H 00 z 0 = Z J O F- Q J z W O _ 0000 � �LO CV m ° O-jZ F" W z w >- 00 wp Ia O --2F- o � LU ry- Z) STRUCTURAL ENG: CFG / BAD (� DRAFTING: F--STRUCT: TNT fA J QC CHECK: MB Q � H Z JOB No. - TM - 2153128 Qv w SCALE: AS INDICATED - SAN F 0aRDi (/� w DATE: 09/19/2016 n M S4 BEARING WOOD WALL SCHEDULE TAG STUD LUMBER CONNECTION & FASTENERS UPLIFT BLOCKING TOP BOTTOM O(3)2X6 SPACING SPECIESCAP. (plf) O(3)2X8 BW1 16" SPF (3)12d TOENAILS (3)12d TOENAILS NO UPLIFT MID -SPAN OL BWZ 16" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 pif MID -SPAN 3-1/2"x3-1/2" LVL COLUMN. BW3 16" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. TO BW4 12" SPF (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN 5 1/4" X 9 1/2" LVL COLUMN BW5 12" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN 4x4: ABU44 w/(12)16d NAILS & " EPDXY ANCHOR w/MIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS &" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 1/2" THREADED ROD @ 48" O.C. 1160 plf 1rd. PT. BW6 12" SPF ADJUST AS REQ'D TO MISS STUDS 3 TO BEAM: SIMP. HUC410 w/(18)16d & BW7 16"SYP F6] (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN BW8 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 If p MID -SPAN FRAME TO FRAME BW9 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. 3140 BW10 12" SYP 12d T TOENAILS 12d T TOENAILS NO UPLIFT MID -SPAN FRAME TO CMU BW11 12" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN BW12 12" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf Ird. PT. 3 EPDXY MIN. 5" EMBEDMENT 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. %2" 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 w/in 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 -1" GAP FROM TRUSS TO TOP PLATE AND ATTACH USING Ell -HER (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 O(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 PO 3-1/2"x3-1/2" LVL COLUMN. QO 3-1/2"x5-1/4" LVL COLUMN. RO 3-1/2"x7" LVL COLUMN. O3-1/2"x9-1/2" LVL COLUMN. TO 5-1/4"x5-1/4" LVL COLUMN. LVL COLUMN, O5-1/4"x7" O7"x7" LVL COLUMN. YO 3 1/2" X 11 7/8" L.VL COLUMN ZO 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 BASF_ 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 21'' 10d .148" x 3" .148" x 34" 12d 16d .162" x 31" 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 VALUESSPF(Ib) TAG SIMPSON CONNECTOR TYPE TO BEAM: SIMP. HUC48 w/(14)16d NAILS SYP(Ib) (2)2x8 #2 SYP META16 w/(7) 10dx12" NAILS OR B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x24' 1 ❑ 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 a (1)ply TRUSS (10)10d x 12" 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 F21 (2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS FRAME TO FRAME H10A-2 1070 H10A-2 1245 H5.5xl 1.25 HTS20 w/(24)10d x 12" NAILS (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP, HU410 OR HUC410 w/(10)10d (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 1245 1450 5(2)HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 2490 2900 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO BEAM: SIMP. HUC410 w/(18)16d & 1 1 F6] H2.5A w/(10)8d FRAME TO FRAME 535 600 MTS12 w/(14)10d x 12" NAILS ON MASONRY: SIMP. META16 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 860 1000 TO BEAM: SIMP. HUC410 w/(18)16d & MGT w/(22)10d $" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 (2)1.75"x11.875" LVL 7" EMBEDMENT NAILS & (18)4'x24' TAPCONS HTT4 w/(18)16d x 22" NAILS & a" EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 TO POST: SIMP. HTS20 OR LSTA18 SET EPDXY MIN. 7" EMBEDMENT TO BEAM: SIMP. HUC410 w/(18)16d & 10 HGT-2 w/(16)10d NAILS w/$" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 EPDXY MIN. 5" EMBEDMENT NAILS & (18)4"x22" TAPCONS 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 928pif 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 NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 6"o.c. (TYP. LTT20B w/(10) 10d NAILS & $" EPDXY ANCHOR w/SIMP. SET 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 18 EPDXY MIN. 7" EMBEDMENT MIN. 7"EMBED.-AT LVL/PL COLUMN TO FTG. OR 1290 1300 COLUMNS USE (18)#10x11-'SD2SCREWS INSTEAD OF NAILS CMU HTT4 w/(18) 16d x 2"' NAILS w/g" EPDXY ANCHOR w/SIMP. 19 SET EPDXY MIN. 7" EMBED. -AT LVL/PL COLUMNS USE COLUMN TO FTG. 3640 4235 (1*)#10x12" SD SCREWS INSTEAD PF NAILS (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 IRDER TO COL./ BEAM 9100 4095 HUC210-2 HEADER TO CMU w/ (18) 1/4"x2-3/4" SIMPSON GRAVITY:5085 GRAVITY -5085 23 TITENS & (10) 10d NAILS FRAME TO CMU UPLIFT:1810 UPLIFT -.18'10 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 & $' 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 WiW as •U -o...I "' Z 4• Q4bQ 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)4"x24' H2x10 PLATE TAPCONS r ILLI m H 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 TO BEAM: SIMP. HUC410 w/(18)16d & H5.5xl 1.25 (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 NAILS&(18)4'x24" TAPCONS 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 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"x22" TAPCONS ON MASONRY: SIMP. META16 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 B5.25xl6 (3) 1.75"x16" LVL * NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (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) WiW as •U -o...I "' Z 4• Q4bQ 16d NAILS H2x8 (2)2x8 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) :,z •L,) CO 16d NAILS H2x10 2)2x10 #2 SYP w/2' FLITCH PLAT ATTACH KING STUD TO HEADER w/(10) r ILLI m H 16d NAILS H2x12 2)2x12 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 16d NAILS H5.5xl 1.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 16d NAILS H3x12 (3) 2x12 #2 SYP w/ 2' FLITCH ATTACH KING STUD TO HEADER w/(10) PLATE BETWEEN PLIES 16d NAILS HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE SEE PLAN FOR WALL WIDTH JACKS @ EA. END KINGS @ EA. END V-0" TO 3'-11" 1 1 4'-0" TO 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. NAILS: 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) 10d 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 NOTES: 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. 5mA N F `D RD 0J NOTES & CONNECTOR LEGND 1/4"=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. w O U) w 0 1011 LLI M co a: Y o J z Z INJ z WiW as •U -o...I "' Z 4• Q4bQ in °°• a<W5� E Ceis :,z •L,) CO LL w p zJO C � 0 re o�z �-�0 F- 0 Q Q 00 N LLJ r ILLI m H /illll 0.. W O U W Z 0 7 L z OW U CD 06 W LU LU -r Uj �- O W Lij = Z U) (D FT U �Ir8It a �,iz C5 0 N �ZU)�0 Z I o�j�6 z aZ^ ag U) in Om a<W5� E Ceis H 00 w p zJO C � 0 re o�z �-�0 F- 0 Q Q 00 N LLJ r ILLI m H 0.. (D FT U �Ir8It LU 0 �,iz C5 0 N �ZU)�0 Z I o�j�6 J aZ^ ag U) in O U a<W5� E Ceis I¢ -~NJ Z U_ O 2 STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: TNT QC CHECK: MB JOB No. TM - 2153128 SCALE: AS INDICATED DATE: 09/19/2016 S4.1 Oma, J08 J09 J10 J11 J11 J10 J09 J08 o`) ROOF FRAMING PLAN 1/4"=11-011 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. 0 J Q _ H z W W W d. z O O N z CL F- 0 U W U) = W WALL LEGEND z o Z 0 V J 8� LO W M �WyN �n CSS F- Z en 0 Z Z change to a printing layer if req'd W J v) Z LL J O ZLL. 0 ZJO W � l ' 10'-0" T.O.M. = 1V-0" T. 0. M. 0 mj O z p > C4 ;';i - - 12'-0 T O.M. =INTERIOR/EXTERIOR _ _ O W Z _---- .-._..._. BEARING WALLS VERIFY J -- W Q ] ry HGT. W/ ARCHITECTURAL ao W STRUCTURAL ENG: CFG / BAD DRAFTING: PLAN U.N.O. _-STRUCT: TNT QC CHECK: MB - JOB No. EXTERIOR FRAME WALL TM - 2153128 �%%`J1""''l® AS INDICATED DATE: 09/19/2016 SCHEDULE(TAYLOR 0000600 _� MORRISON) ® e°k, w C-0®off j z °°%Fl�i� :Almtd �:� o ,�= z WALLS WITH PLASTER OR STUCCO FINISHES WALL HEIGHT STUD &SPECIES SPACING INTERIOR ZONE SPACING END ZONE�W Q 8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX •O°•«•°° �� �® Q LU R`e` ®®1111►119 O �m 9'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX H W U_ O 914" 2x4 SPF #142 16" O.C. MAX 16" O.C. MAX J Q 10'-0" 2x4 SPF #142 16" O.C. MAX 12" O.C. MAX ° EXTERIOR FRAME WALL NOTES U) W 1� CL co 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED O TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR Q * z _ T - REQUIRED STUD SPACING. 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS z - z° O & NAILING PATTERN.a a 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE W ti L) NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF W Q 9- `= SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN Q ~ 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS o 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE LL O Z MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS 0 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #142 STUDS ONLY. zz 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. < c ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B 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 i z Z 0 V J 8� W M �WyN �n CSS F- Z en 0 Z Z 11 F_ J v) Z LL J L ZLL. 0 ZJO W � ry LL 0 Il S4.2 Z O CO 11 F_ QO r ZJO 0 mj O 00 p > C4 O W Z . ��O -- W Q ] ry o- STRUCTURAL ENG: CFG / BAD DRAFTING: _-STRUCT: TNT QC CHECK: MB - JOB No. TM - 2153128 J SCALE: AS INDICATED DATE: 09/19/2016 S4.2 CONTRACTOR TO VERIFY THE GROUT IS LEVEL WITH TOP OF BLOCK FOR PROPER TRUSS/ FLOOR SYSTEM BEARING (MIN 3") ° AT CORNERS 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 :.s "B„ LINTEL, #5 TO BE "D" "A" HOOKED INTO „C„ "D„ SIDE VERTICALS ' 41/4 7 . 21/4 41/4 91/4 a ' ' TRANSOM OPENING 5 5/8 ° METAL LATH OR WIRE SCREEN OVER COURSES NOT REQ'D TO BE FILLED. (SHEET METAL & PAPER FELT PROHIBITED) HOOK PER -� MD08 d o +✓ ` J �" W ° °III eZBOTTOM STEEL IN LINTEL IF INDICATE - SHOULD HOOK INTO VERTICAL CELLS PER MD08 14 J ROUGH OPENING PER PLAN ° ° A ° ��/A■A ■ SAM. Aw.■w\I ww.■AT 0 ■wT■A.■ SCALE: 3/4" = 1'-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO PRECAST LINTEL LOAD TABLE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE d e ° GRADE 60 BAR SIZE ibIa. LENGTH LAP SPLICE ° n ° LENGTH LAP SPLICE 10000 / 10000 ° °III eZBOTTOM STEEL IN LINTEL IF INDICATE - SHOULD HOOK INTO VERTICAL CELLS PER MD08 14 J ROUGH OPENING PER PLAN ° ° A ° ��/A■A ■ SAM. Aw.■w\I ww.■AT 0 ■wT■A.■ SCALE: 3/4" = 1'-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO PRECAST LINTEL LOAD TABLE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE GRADE 40 GRADE 60 BAR SIZE BEND O LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE 10000 / 10000 :.s "B„ T" "D" "A" LINTEL PER PLAN „C„ "D„ #3 17/8 41/4 7 . 21/4 41/4 91/4 a ' ' TRANSOM OPENING 5 5/8 91/2 20 3 55/8 121/2 24 #5 31/8 7 113/4 '°. 33/4 4RAME INFILL AROUN"D 151/2 30 #6 33/4 81/16 14 30 41/2 WINDOW BY BUILDER 181/2 36 #7 43/8 SEE DOWEL PLAN FOR 16 1/2 35 ' SEE WF01/SD3 FOR '�,, 21 3/4 42 2439/0 16'-0" 0 284/0 FILLED CELL INFO. 1997/0 MATERIALS 18'-0" 0 211/0 / MORE INFO 1676/0 18'-8" 0 142/0 598/0 1114/0 1468/0 MIN. (1) IS REQ'D ON - - 20'-0" 0 180/0 598/0 1024/0 1441/0 20'-8" 0 145/0 _.._ _ 550/0 981 / 0 1376 / 0 EITHER SIDE U.N.O. 450/0 824/0 1147/0 LINTELS -FILLED U _j z C.M.U. 00 HEADER THE NEXT DEPTH DOWN. CLEAR OPENING _RECESSED 8R6-1B/8R6-0B 8R14-1B/8R14-0B 8R22-1B/8R22-OB 2'-4" 1694/1694 3725/3280 5499/5421 _____-. 2'-8" 1425/1425 3343/3280 4933/4933 T-0" 1230/1230 2769/2769 4085/4085 LINTEL DESIGNATION SCHEDULE T-4" 1081 1081 / 920 2769/1716 4085/2839 4'-4" r: 3127/2839 MARK LINTEL REQUIREMENTS F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QUANTITY OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8F16-1B/1T �� -QUANTITY OF #5 REBAR AT TOP NOMINAL HEIGHT 5'-4"_-.__ 664/572 1761 / 1761 (2) 2X8 SYP#2 P.T. HEADER 6 -4" 526/434 1539/1539 - 1329/2267 7'-4" _ 480/3221334/ 1334 �"- - TURNED SIDEWAYS. 8RF6-1B/1T 8'-4" 415/2-35 1152/1152 1694/1552 ---- 1) FOR HEADER 2) FOR HEADER ATTACH TO MASONRY O 8F8-1B/1T DEPTHS DEEPER THAN 32", USE VALUES DEPTHS NOT LISTED ON CHART, USE FOR 32" DEEP THE VALUES FOR 0 8RF14-16/1T WALL W/ SIMPSON HU28-2 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING DOOR OR WINDOW OPENING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. z. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. HANGER @ EA. END. W/ L L CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF ' MAX. OPENING 4 FT }.. O 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. (14) 1/4" x 2-3/4" TAPCONS " p H TO MASONRY & (6) 1 O NAILS TO HEADER LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = 1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) PRECAST LINTEL LOAD TABLE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE GRADE 40 GRADE 60 BAR SIZE BEND O LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE 10000 / 10000 "A„ "B„ T" "D" "A" "B„ „C„ "D„ #3 17/8 41/4 7 15 21/4 41/4 91/4 18 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 #5 31/8 7 113/4 25 33/4 7 151/2 30 #6 33/4 81/16 14 30 41/2 81/16 181/2 36 #7 43/8 9 13/16 16 1/2 35 51/4 913/16 21 3/4 42 S LAP SPLICE U m EMBEDDED P STANDARD 90° HOOK U STANDARD 1180° HOOK #3=2%' #4=2%2" #5=2%" #6 = 3" #7=3%2" 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/4'-0--__._---� p (1) #5 DIA. REBAR STD. DEGREE ANGLE 3000 psi CONC.. w/ (1) #5 DIA. REBAR 8" x 8" x 16" 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 PRECAST LINTEL LOAD TABLE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE -CRETE, QUALITY, AND LOTTS STANDARD LINTEL NOTES STANDARD LINTELS CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24-1B/8F24-0B 8F32-1B/8F32-0B 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THR000T INCLUDINGABV.U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 7 LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS 1'-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 2' 2" 1783 3069/3069 _ 6113/5163 8974/8054 10000 / 10000 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 T-2" 1217 2165/1969 6113 / 2931 8672/4576 10000/6224 3' 4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 , 860 1651 / 1349 5365 / 1999 7342 / 3123 10_000_/ 4249 4'-6" 710 1423 / 1105 _ _ 4360/1631 6036/2549 8328/3470 ---- --- 5'-2" 570 1232/1232 -----__ -- ---- 3480/2580 2580 8360 / 3586 580 8825 / 4592 6'-2" 488 991/991 2661 /2143 5681 /2698 6472/3685 T-0" 416 752/699 1843/1625 3486/2602 6390/3302 8'-0" 354 726/699 1.843 /_1625 3486/2255 6205/2885 9'-2"_ 315 618/535 1533/1247 2781 /1946 4754/2489 10'-0" 292 5671454 1366/1277 2423/1770 4006/2263 10'-8" 277 492/352_ 1254/1132 2193/1567 3552/2003 _ 11'-2" 255_ 471 / 352 1075/1075 1838/1567 2883/2003 12'-0" 239 418/297 1075/1045 1838/14462883/1848 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 1 160/0 1660/0 2439/0 16'-0" 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. f'c PRECAST LINTELS = 3500 PSI. 2. f'c PRESTRESSED LINTELS = 6000 psi. g = 3. GROUTED PER ASTM C476 f 3000 psi W/ MAXIMUM 3/8 AGGREGATE AND 8 TO 11 SLUMP. 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSL 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 6.270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. - - 20'-0" 0 180/0 598/0 1024/0 1441/0 20'-8" 0 145/0 _.._ _ 550/0 981 / 0 1376 / 0 - 22'-8" 0 110/0 450/0 824/0 1147/0 LINTELS -FILLED U _j z C.M.U. 00 HEADER THE NEXT DEPTH DOWN. CLEAR OPENING _RECESSED 8R6-1B/8R6-0B 8R14-1B/8R14-0B 8R22-1B/8R22-OB 2'-4" 1694/1694 3725/3280 5499/5421 _____-. 2'-8" 1425/1425 3343/3280 4933/4933 T-0" 1230/1230 2769/2769 4085/4085 LINTEL DESIGNATION SCHEDULE T-4" 1081 1081 / 920 2769/1716 4085/2839 4'-4" 846/833 2121 / 1716 3127/2839 MARK LINTEL REQUIREMENTS F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QUANTITY OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8F16-1B/1T �� -QUANTITY OF #5 REBAR AT TOP NOMINAL HEIGHT 5'-4"_-.__ 664/572 1761 / 1761 2595/2595 6 -4" 526/434 1539/1539 - 1329/2267 7'-4" _ 480/3221334/ 1334 1964/1552 (D 8RF6-1B/1T 8'-4" 415/2-35 1152/1152 1694/1552 ---- 1) FOR HEADER 2) FOR HEADER LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL O 8F8-1B/1T DEPTHS DEEPER THAN 32", USE VALUES DEPTHS NOT LISTED ON CHART, USE FOR 32" DEEP THE VALUES FOR 0 8RF14-16/1T 0 M 6'-4" . T-2" . 1'-8" 7'-8" 6'-4" 0 zo LINTEL PLAN lip U_ i _ LLI rn LL `��s••®®e®®®�� ®// LL[ 00 L �•/•s A •®• 2 /� J O _ C 0 8F16-0B/1T 1-1/2" CLEAR - .Ujp= F- J C O o> z° • <LLJ ►°r p® 1� Q p ° c O" .• ^�� O U Q z C.M.U. 00 � ° GROUT [ 0 co ILL 01 L6 z ° #5 REBAR AT BOTTOM OF LINTEL `- O 4DO REBAR SPLICE DETAIL SCALE: 3/4" = 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. _ NOMINAL WIDTH r O° 8F16-1B/1T J r Vp p I N TYPE DESIGNATION L e O 8RF14-OB/1T �- Z _ C 0 8F16-0B/1T 1-1/2" CLEAR C F- J C O 8F20-1 B/1 T F_ #5 REBAR AT TOP MIN. (1) REQ'D ° c O" 8F20-0B/1T U Q z C.M.U. 00 � ° GROUT [ 0 8RF22-1B/1T L6 z ° #5 REBAR AT BOTTOM OF LINTEL `- O 8F24-1B/1T CAVITY BOTTOM REINFORCING PROVIDED C L 0 8RF22-OB/1T 7-5/8" ACTUAL IN LINTEL (VARIES) J L O 8F24-OB/1T 8" NOMINAL WIDTH UI FILLED � N O 8RF30 -1B/1T C 0 8F32-1B/1T 1-1/2" CLEAR [ 0 _ [ - O 8RF30-0B/1T Q w x #5 REBAR AT TOP MIN. (1) REQ'D 0 8F32 -0B/1T U _j z C.M.U. 00 0 8F38-1B/1T W `n 7, L 0 BF12 -1B/1T �- BOTTOM REINFORCING PROVIDED '�'�7-5/8" L 40 -OB/1T ACTUAL IN LINTEL (VARIES) 8" NOMINAL WIDTH 00000 UNFILLED R8F8-013/1T SAFE LOAD TABLE NOTES 04 f 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 F RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 2. 0 = NOT RATED. J 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. - 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 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 L L CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF SUPPORT. 18. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. O 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 4DO REBAR SPLICE DETAIL SCALE: 3/4" = 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. _ O J r Vp p I N �- Z _ P4C:0 O z U Z 1 � � O Q C Z Oto 11 J L co UI r Z 0 O C0 W 00000 04 O J Z - yJ.C�O LU O p H H � 0- u C STRUCTURAL ENG: CFG / BAD DRAFTING: 7 -STRUCT: TNT QC CHECK: MB = JOB No. TM - 2153128 LJ SCALE: AS INDICATED U DATE: 09/19/2016 S0 5 (1) #5 FROM FTG. TO (1) #5 FROM FTG. TO TIE BEAM SPLICE TO a 1 �'� TIE BEAM SPLICE TO BE MIN. 25" GROUT BE MIN. 25" GROUT CELL SOLID CELL SOLID MASONRY WALL _ SEE PLAN SEE PLANNWALL ' W I CONCRETE SLAB PER FOUNDATION PLAN V CONCRETE SLAB PER � FOUNDATION PLAN VARIES SEE PLAN 4 Q W ` ' 00 O C/)q Lh ° a '.q GRADE GRADE (f) w z To _ z _ _..._. ..I I —I ° ° I I—I o j O (2) #5 BARS CONT. I —_ —_ I - : I I II (2) #5 BARS CONT. CLEAN COMPACTED W/ 3" COVER TYP. I3�' Cd VER CLEAN COMPACTED W/ 3" COVER TYP. 3" COVER FILL @ 95% STANDARD V-4" FILL @ 95% STANDARD V-4" DENSITY DENSITY 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 FO TYPICAL EXTERIOR FOOTING AFO' TYPICAL GARAGE CURB FOOTING CONC. SLAB PER - FOUNDATION PLAN 3/4"=1'-0 8"x12" THICKENED SLAB w/ (1) #5 CONT. w/ 3" COVER TYP. IF BRG. WALL ABOVE- — HOLD BRG WALL BACK 2x BRG WALL PER 2x BRG WALL PER W 1/2" J -BOLT W/ MIN, 6" SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING Q PAST DEEPEST STEP FLUSH w/ FOUNDATION WALL SCHEDULE WALL SCHEDULE 0 REQ'D ..,., .,, BELOW CLEAN COMPACTED o (2) #5 BARS CONT. w/ 3" CLEAN COMPACTED (2) #5 BARS CONT. w/ 3" CLEAN COMPACTED p FILL @ 95% STANDARDU COVER TYP.; AT 8" 8" FILL @ 95% STANDARD COVER TYP.; AT FILL @ 95% STANDARD O DENSITY (2) #5 BARS CONT. w/ 3" M 2 -STORY COND. (3) #5 DENSITY 2 -STORY COND. (3) #5 DENSITY COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO BARS REQ'D & FTG TO z 2 -STORY COND. (3) #5 FILL @ 95% STANDARD BE 20" WIDE BE 20" WIDE BARS REQ'D & FTG TO DENSITY BE 20" WIDE m W 4 0� NON-BEARING SLAB STEP DOWNFO DOUBLE STEP FOOTING VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS MIN. 24" BEFORE ANOTHER STEP 3/4"=1'-0" 1 \ % 3/4"=1'-0" V-4" (2) #5 BARS CONT. W/ 3" COVER TYP. F7._._.I - M COVER TYP. III_ I 11 ._ __-171 ___ (2) #5 BENT BARS w/ CLEAN COMPACTED MIN. 25" LAP SPLICE WHERE 2ND STORY OCCURS, FTG FILL @ 95% STANDARD DENSITY SHALL BE V-4" WIDE w/(3) #5 BARS FOOTING @ SHOWER AT MASONRY AF0 THICKENED EDGE 3/4"=1'-0" 3/4"=V-0" ® FILLED CELL PER PLAN WOOD POST PER PLAN OPT. MASONRY CURB FOR SIZE AND BASE 1 @ ELEV. 0'-0" w/ (1) #5 PLAN FOR BASE SIZIE CONNECTION j' CONT. BAR 3 �r...r�. SLOPED GROUT TO GARAGE uJ 00 DRAIN ��.••••oo•0000•o Z O OPTIONAL CURB BY ENTIRE BASE TO BE " " SEE FOUNDATION FOR BUILDER o�A/�Po® Ceti • • 0 po u! + FILLED SOLID z TOP VIEW CORNER E w m BUILDER- CONCRETE CONC. SLAB PER Q 8 a FOUNDATION PLAN D CONC. SLAB PER FOUNDATION PLAN O GARAGE WALL CMU BASE w/ (1) #5 VERTICAL @ EACH LU _! w IL CONC. SLAB OR p Y > w 0 . 1 PAVERS PER PLAN 000 I II U) 2 04 CE 00 " I I_ 8 4 I—I — I I— e' ° -----I I- ' ' -�-I � ISI � CONC. SLAB PER - FOUNDATION PLAN 3/4"=1'-0 8"x12" THICKENED SLAB w/ (1) #5 CONT. w/ 3" COVER TYP. IF BRG. WALL ABOVE- — HOLD BRG WALL BACK 2x BRG WALL PER 2x BRG WALL PER W 1/2" J -BOLT W/ MIN, 6" SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING Q PAST DEEPEST STEP FLUSH w/ FOUNDATION WALL SCHEDULE WALL SCHEDULE 0 REQ'D ..,., .,, BELOW CLEAN COMPACTED o (2) #5 BARS CONT. w/ 3" CLEAN COMPACTED (2) #5 BARS CONT. w/ 3" CLEAN COMPACTED p FILL @ 95% STANDARDU COVER TYP.; AT 8" 8" FILL @ 95% STANDARD COVER TYP.; AT FILL @ 95% STANDARD O DENSITY (2) #5 BARS CONT. w/ 3" M 2 -STORY COND. (3) #5 DENSITY 2 -STORY COND. (3) #5 DENSITY COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO BARS REQ'D & FTG TO z 2 -STORY COND. (3) #5 FILL @ 95% STANDARD BE 20" WIDE BE 20" WIDE BARS REQ'D & FTG TO DENSITY BE 20" WIDE m W 4 0� NON-BEARING SLAB STEP DOWNFO DOUBLE STEP FOOTING VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS MIN. 24" BEFORE ANOTHER STEP 3/4"=1'-0" 1 \ % 3/4"=1'-0" V-4" (2) #5 BARS CONT. W/ 3" COVER TYP. F7._._.I - M COVER TYP. III_ I 11 ._ __-171 ___ (2) #5 BENT BARS w/ CLEAN COMPACTED MIN. 25" LAP SPLICE WHERE 2ND STORY OCCURS, FTG FILL @ 95% STANDARD DENSITY SHALL BE V-4" WIDE w/(3) #5 BARS FOOTING @ SHOWER AT MASONRY AF0 THICKENED EDGE 3/4"=1'-0" 3/4"=V-0" TYPICAL STEP FOOTING DETAIL NOT USED 3/4"=1'-0" VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS ra BEARING SLAB STEP DOWN 3/4"=1'-0" FOOTING AT INTERIOR BEARING w U MASONRY WALL A SEE PLAN CONC. SLAB PER (1) #5 FROM FTG. TO ' \ SLOPE FOUNDATION PLAN TIE BEAM MIN. 25" O /® #5 CONT. PER MFG SPLICE GROUT CELL REINFORCEMENT SEE SOLID PER PLANS _ FOUNDATION PLAN FOR QUANTITY THRESHOLD PER MFG ° Cl) w 'f _.. #5 x 25" x 25" CORNER q ° e t0 Ir J BAR, ONE FOR EA. o. ° ° a - ° — oIII HORIZONTAL CONC. SLAB PER w III= I —1 _ _'_ q ISI I I I —1 O REBAR, TYP. U.N.O. FOUNDATION PLAN U 211 0 co -�---- --� —III 111._1!1 III�. cl d (2) #5 BARS CONT. I - I p ofU_ ® FILLED CELL PER PLAN WOOD POST PER PLAN FOR SIZE AND BASE 1 4„ PLAN FOR BASE SIZIE CONNECTION j' 3 �r...r�. 00` GARAGE uJ 00 TOP COURSE TO BE. CHAIR BLOCKS. ��.••••oo•0000•o Z O _ ENTIRE BASE TO BE DRIVEWAY BY SEE FOUNDATION FOR o �✓ o�A/�Po® Ceti • • 0 po u! + FILLED SOLID � TOP VIEW CORNER E w m BUILDER- CONCRETE SEE ELEVATION Q f a i zti D CONC. SLAB PER FOUNDATION PLAN O GARAGE WALL CMU BASE w/ (1) #5 VERTICAL @ EACH TYPICAL STEP FOOTING DETAIL NOT USED 3/4"=1'-0" VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS ra BEARING SLAB STEP DOWN 3/4"=1'-0" FOOTING AT INTERIOR BEARING w U MASONRY WALL A SEE PLAN CONC. SLAB PER (1) #5 FROM FTG. TO ' \ SLOPE FOUNDATION PLAN TIE BEAM MIN. 25" O /® #5 CONT. PER MFG SPLICE GROUT CELL REINFORCEMENT SEE SOLID PER PLANS _ FOUNDATION PLAN FOR QUANTITY THRESHOLD PER MFG ° Cl) w 'f _.. #5 x 25" x 25" CORNER q ° e t0 Ir J BAR, ONE FOR EA. o. ° ° a - ° — oIII HORIZONTAL CONC. SLAB PER w III= I —1 _ _'_ q ISI I I I —1 O REBAR, TYP. U.N.O. FOUNDATION PLAN U 211 0 co -�---- --� —III 111._1!1 III�. cl d (2) #5 BARS CONT. I - I p ofU_ BEYOND CORNER. SEE FLR. a 1 0) PLAN FOR BASE SIZIE z j' 3 �r...r�. 00` y/�/d� uJ 00 ti ��.••••oo•0000•o Z O _ Z DRIVEWAY BY SEE FOUNDATION FOR o �✓ o�A/�Po® Ceti • • 0 po u! + ' J E w m BUILDER- CONCRETE PAD SIZE Q f a i zti w z O OR PAVERS l'iJ •• . C:)LL _! w CONC. SLAB OR p Y > w 0 . 1 PAVERS PER PLAN 000 I II U) 2 04 CE — m co 11T Ii -1171 — - -IMPACTED I —FILL LU ; LLJ I o @ 95O STANDARD v 1 f II I I DENSITY L g" 3" COVER TYP. 8" x 8" THICKENED CLEAN COMPACTED u,m CL EDGE w/ (1) #5 CONT. FILL @ 95% STANDARD STRUCTURAL ENG: CFG / BAD DENSITY THICKENED EDGE @ GARAGE DOORF1 FOOTING @ ENTRY MASONRY COLUMN TYPICAL STEP FOOTING DETAIL NOT USED 3/4"=1'-0" VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS ra BEARING SLAB STEP DOWN 3/4"=1'-0" FOOTING AT INTERIOR BEARING w U MASONRY WALL A SEE PLAN CONC. SLAB PER (1) #5 FROM FTG. TO ' \ SLOPE FOUNDATION PLAN TIE BEAM MIN. 25" O /® #5 CONT. PER MFG SPLICE GROUT CELL REINFORCEMENT SEE SOLID PER PLANS _ FOUNDATION PLAN FOR QUANTITY THRESHOLD PER MFG ° Cl) w 'f _.. #5 x 25" x 25" CORNER q ° e t0 Ir J BAR, ONE FOR EA. o. ° ° a - ° — oIII HORIZONTAL CONC. SLAB PER w III= I —1 _ _'_ q ISI I I I —1 O REBAR, TYP. U.N.O. FOUNDATION PLAN U 211 0 co -�---- --� —III 111._1!1 III�. cl d (2) #5 BARS CONT. I - I p ofU_ a w 0) z 3 �r...r�. 00` y/�/d� uJ 00 1— 00 ��.••••oo•0000•o _ Z o �✓ o�A/�Po® Ceti • • 0 po u! + Q Q J E w m LU�- : -� O Uj Q a i zti v �••• ®'` U z O OBJ l'iJ •• . C:)LL _! TYPICAL CORNER BAR DETAIL (TOP VIEW) 01 SLOPE W/ 3" COVER TYP.; @ V-4" • 2 -STORY CONDITION W p PER MFG SLOPE EXT. SURFACE (3) #5 BARS w/ 20" OR GRADE 1/4" PER WIDE FOOTING _ FOOT AWAY FROM CLEAN COMPACTED U BUILDING FILL @ 95% STANDARD WO Z 0 ELASTOMERIC JOINT DENSITY U) FILLER O a m tq EXTERIOR DOOR POURED SILL FOOTING AT INTERIOR BEARING WITH CMU o 3/4"=1'-0" \ % 3/4"=1'-0" 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 �'' �...... CONC. SLAB PER FINISH PER ELEV. CENTERED AT PIPE FYI FOUNDATION PLAN - - 8" C.M.U. FINISH PER PENETRATION FINISH FLOOR / FINISH FLOOR I III. III III PENETRATING - PIPE�- ° PENETRATING PIPE SEE FDN is L. _ . - : GRADE PLAN FOR ��— LOOP TIE (TYP.)o SIZE &REINF. PIPE PERPENDICULAR TO FND it TOP (2) #5 x 4'-0" - - ....._ PVC SLEEVE MIN. -_= i �- - FOOTING PER PLAN z \ I -I I- I - - CENTERED AT PIPE DIAMETER TO BE 2 - ! PENETRATION PVC OR SCH40 SLEEVE CLEAN COMPACTED �,,._._.._ III-- -I 1— L.__.._.I I PIPE SIZES LARGER o FOOTING PER PLAN _ - II _ I - FILL @ 95% STANDARD ( III' -SEE FDN PLAN THAN THE SIDE VIEW DENSITY _ FOR SIZE PENETRATING PIPE ( ) --PVC SLEEVE & REINF (FRONT VIEW) PIPE VERTICAL THRU FDN ..:-- I TYPICAL FOUNDATION PENETRATIONS !__ NOT USED 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 expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 3/4"=1'-0" i i J Z Q F53P$+ W o > Z� z �- O (n c p� LU o z _ z 0 ~ i W O a z 3 Oto 11 � 1— 00 � r zJ0 OBJ IY p Y 0 1 000 _ 2 04 CE 0 o _jZ LU LLJ CL STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: TNT QC CHECK: MB = JOB No. TM - 2153128 SCALE: AS INDICATED J DATE: 09/19/2016 - SD1 PRECAST LINTEL PER PLAN MASONRY WALL SEE PLAN 2x8 W/ (2) 16d TOE NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCK PER MD04 THIS SHEET 1/2"=1 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" O. C. MAX. TYP. TRUSS T( CONNECTION 1 CONNECTION I EXT. SHEATHIP ATTACHED PE NAILING SCHE'. FROM TOP OF KNEEWALL TO OR SP2 CLIPS AND SP1 CLIP; BASE ARE REG 2x BLOCKING MIN 2x4 STUD 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. AF�lKNEEWALL ABOVE MASONRY WALL 3/4"=1'-0" GARAGE BUCK DETAIL 2x6x12 P.T. CENTER MIN. 2x4 SPF #2 KNEE --�' WALL WITH STUDS @ 16" O.C. W/ SEE PLAN FOI PROVIDE STANDARD MIN. 2x4 SPF #2 KNEE WALL WITH STUDS @ 16" O.C. W/ FRAMING INF( .44- = HEADER PER --� LOCATION 5-1/2" EMBED. AT EA. CENTERED DOOR BRACKET, EA. BASE PLATE ° w HOOK WALL SCHEDI THICK WASHER W/ EA. PLAN / BEARIN ANCHOR. (1st BOLT TO o N SCHEDULE. Of 4r _ 4 N REQUIRED WH -24" Q.G.) DT RACC DI A INDICATED ON GARAGE WALL h SCHEDULE. MII BEYOND W/ 6d NAILS @ 16" O C FROM END OF O.C. @ EACH SUCCESSIVE BUCK 2x4 'X' BRACE ACROSS MASONRY WAL 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAMELID 0 LENGTH OF a TBD BY BUILDER (FASTENING) ARE MET p SHEARWALL U ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S O (1) #5 IN TIE BEAM NAIL SCAB TO TOP 2x4 #2 SYP RAT RUN c CHORD WITH (3) 10d TOP AND BOTTOM MI (1) #5 BAR IN PRECAST NAILS (2) BAYS PAST A/C 4 0 t0 LINTEL LOCATION. MIN (3) BA 11 �j•.. r::�.; ; °i1. LAP W/ (2) 16d NAILS 00 (2) #5's VERTICAL IN BETWEEN TRUSSES U 0 TOENAILED TO GROUT FILLED CELL DOUBLE TOP PLATE w/ 10d NAILS @ 4" O.C. >Z STANDARD TRUSS - Z TRUSS PER PLAN BOTTOM CHORD DOUBLE TOP PLATE FRAMED WALL PER ... •�' �'� .. ENTIRE COLUMN TO a BE GROUT FILLED W ° U.N.O. U) , •., 00 (1) #5 VERTICAL IN E 0 co GROUT FILLED CELL (IF ,�. REQ'D PER PLAN) F Im .. 1h:1 c Z c LI NOTE: SEE MD08 ON W >-0 - ° O 0 H H LINTEL PLAN FOR ADDIT'L REBAR INFO J STRUCTURAL ENG: 4 DRAFTING: DETAIL DO VERTICAL REINFORCEMENT PRECAST LINTEL PER PLAN MASONRY WALL SEE PLAN 2x8 W/ (2) 16d TOE NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCK PER MD04 THIS SHEET 1/2"=1 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" O. C. MAX. TYP. TRUSS T( CONNECTION 1 CONNECTION I EXT. SHEATHIP ATTACHED PE NAILING SCHE'. FROM TOP OF KNEEWALL TO OR SP2 CLIPS AND SP1 CLIP; BASE ARE REG 2x BLOCKING MIN 2x4 STUD 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. AF�lKNEEWALL ABOVE MASONRY WALL 3/4"=1'-0" GARAGE BUCK DETAIL 2x6x12 P.T. CENTER MIN. 2x4 SPF #2 KNEE --�' WALL WITH STUDS @ 16" O.C. W/ SEE PLAN FOI BUCK MIN. 2x4 SPF #2 KNEE WALL WITH STUDS @ 16" O.C. W/ FRAMING INF( 3/8" DIA. ANCHOR HEADER PER --� LOCATION 5-1/2" EMBED. AT EA. CENTERED DOOR BRACKET, EA. BASE PLATE SIDE OF DOOR, CONNECTION THREADED RO WALL SCHEDI THICK WASHER W/ EA. PLAN / BEARIN ANCHOR. (1st BOLT TO o N SCHEDULE. Of NAILS REST EQ. SPACED REQUIRED WH -24" Q.G.) DT RACC DI A INDICATED ON GARAGE WALL h SCHEDULE. MII BEYOND W/ 6d NAILS @ 16" O C FROM END OF O.C. @ EACH SUCCESSIVE BUCK 2x4 'X' BRACE ACROSS MASONRY WAL 2x6 P.T. BUCK EACH MIN. 2x4 SPF #2 KNEE --�' WALL WITH STUDS @ 16" O.C. W/ SIDE OF OPENING BLOCKING PE MIN. 2x4 SPF #2 KNEE WALL WITH STUDS @ 16" O.C. W/ WALL SCHEDI (5) 3/8" DIA. J -BOLT W/ HEADER PER --� LOCATION 5-1/2" EMBED. AT EA. FOR BEAM SIZE DOOR BRACKET, EA. BASE PLATE SIDE OF DOOR, CONNECTION PROVIDE 1-1/2" x 3/16" WALL SCHEDI THICK WASHER W/ EA. SIDES FROM TOP OF ANCHOR. (1st BOLT TO o N BE 8" MAX. ABV. CURB, NAILS REST EQ. SPACED -24" Q.G.) DT RACC DI A DO BEARING/ SHEARWALL CONNECTION TO CMU 1/2"=1'-0" % 3/4"=1'-0" LINTEL (SEE PLAN) SEE TYPICAL HEADER 7/16" O.S.B. EA. SIDE FRAMING DETAILS FOR ADDITONAL INFORMATION i' (HEADER CAN BE / EITHER UPSET OR — 2x BLK'G. TO O.S.B. W ARCH PER ELEV �~ (2) - 8d EACH END END VIEW w/ CMU HEADER (SEE PLAN) 7/16" O.S.B. EA. SIDE ARCH PER ELEV _. - 2x BLK'G. TO O.S.B. W/ (2) - 8d EACH END END VIEW w/ WOOD - IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ 24" O.G. & EXT. SHEATHING INSTALLED PER NAILING PATTERN CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MASONRY WALL PER PLAN u DOWNSET) 2x W/ (2) 16d TOE NAILS EACH END (3) 16d COMMON NAILS (TYP.) (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 Z' TITEN HD ANCHORS w/ MIN. 1 4" EMBED. FOR HOLLOW BLOCK OR 3 "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 ---� 2x4 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. BLOCKING ATTACH TO HEADER PER --� LOCATION F - FOR BEAM SIZE STRUCTURAL IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ 24" O.G. & EXT. SHEATHING INSTALLED PER NAILING PATTERN CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MASONRY WALL PER PLAN u DOWNSET) 2x W/ (2) 16d TOE NAILS EACH END (3) 16d COMMON NAILS (TYP.) (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 Z' TITEN HD ANCHORS w/ MIN. 1 4" EMBED. FOR HOLLOW BLOCK OR 3 "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 ---� 2x4 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. BLOCKING ATTACH TO STRUCTURAL F - FOR BEAM SIZE STRUCTURAL SHEATHING ON BOTH I SHEATHING ON BOTH 7/16" OSB W/ (2) 8d SIDES FROM TOP OF 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, o N SIDES FROM TOP OF NAILS WALL TO BOTTOM OF I BUILDER FRAME WALL TO BOTTOM OF 7/16" OSB EACH SIDE, BEAM. ATTACHED PER h RADIUS AS REQ'D BEAM. ATTACHED PER W/ 6d NAILS @ 16" O C NAILING SCHEDULE O.C. @ EACH SUCCESSIVE BUCK 2x4 'X' BRACE ACROSS NAILING SCHEDULE TO SIDE & TOP NAILER OTHERWISE SP2 CLIPS 2x 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 F - SCAB IN EACH TRUSS ATTACHMENTS FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM IF NO WEB IS PRESENT SUPPLIED BY A/C 0 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, o N COMPANY STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN (3) 10d NAILS TYPICAL O 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x h AT EACH TRUSS BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" w O.C. @ EACH SUCCESSIVE BUCK 2x4 'X' BRACE ACROSS W 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAMELID 0 LENGTH OF a TBD BY BUILDER (FASTENING) ARE MET p SHEARWALL U ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S O NAIL SCAB TO TOP 2x4 #2 SYP RAT RUN c CHORD WITH (3) 10d TOP AND BOTTOM MI NAILS (2) BAYS PAST A/C 0 t0 LOCATION. MIN (3) BA 11 2x4 BLOCKING LAP W/ (2) 16d NAILS 00 BETWEEN TRUSSES TO EACH TRUSS. TYF 0 TOENAILED TO EACH SIDE DOUBLE TOP PLATE w/ 10d NAILS @ 4" O.C. STANDARD TRUSS - Z TRUSS PER PLAN BOTTOM CHORD DOUBLE TOP PLATE FRAMED WALL PER PLAN 3/4"=1'-0" PRE -CAST LINTEL PER W PLAN I-- (2) 2x PT BUCKS w/ 1/2" ATTACHMENT REQUIREMENTS O.S.B. BETWEEN SIZE TAPCONS SPACING # ROWS IF DBL. NAILER IS 2x4 3/16" x 3" 12" O.C. 1 USED, USE 1/4" x 4-1/2" „ TAPCONS; SEE NOTES 2x8 3/16" x 3" 12" O.C. 2 FOR SPACING 1/2"=1'-0" SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D 1/2" x 8" ANCHOR BOLT �- (2) 2x #2 SYP SEE PLAN OR 71TEN HD @ 32" FOR BEAM SIZE O.C. & 6" FROM EACH END 2x PT BOTTOM —� PLATE PRECAST LINTEL OR - KNOCK OUT COURSE MASONRY WALL KNEEWALL AT UPSET BEAM PERP. SHEARWALL CONNECTION TO TRUSS B01 A/C IN TRUSSES BUILDER FRAME RADIUS AS REQ'D 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 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 CLEAR BETWEEN FLUE a ROOF SHEATHING FOR STRAP F TOP OF CHIMNEY MIN. & FRAME 2'-0" ABOVE A POINT < C a CONT. ROOF SHEATHING NAIL PER PLAN WITHIN 10'-0" OF THE GALVANIZED FLASHING NEAREST ROOF PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END EXT. SHEATHING D TO TOP CHORDS OF TRUSSES BELOW WHEN D �j (1) SPH4 EVERY ATTACHED PER BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS / OTHER STUD TO NAILING SCHED. � DOUBLE TOP PLATE BELOW AND CONNECT w/ HTS20 @ 32" O.C. j� / 2x4 FRAMED CRICKET / E PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW 2x4 VERTICAL @ 24" W/ GALVANIZED j O.C. MAX. w/ (4) 10d FLASHING NAILS TO BOTTOM / A CHORD & (3) 10d NAILS + F 2x PLATES OVER ROOF DECK PER VALLEY / K TO TOP CHORD; NOTE H FRAMING DETAIL / IF WALL HEIGHT IS (4) 16d COMMONS DOUBLE TOP PLATE/ B BETWEEN 4FT & 8FT, + + NAILED @ EACH END / USE 2x6 SYP #2 STUDS aSIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR C GALVANIZED FLASHING 2x4 BLOCKING W/ (2) RAFTER / + 16d COMMONS END 2x4 BLOCKING W/ (2) - ++ NAILED TO VERTICAL COMMON TRUSS PER PLAN OR CONY. FRAMING w/ / �/ E 16d COMMONS END 2x4's `J STRUCTURAL SHEATHING PER PLAN AND ROOF / /` NAILED TO VERTICAL 0 FINISH PER ARCHSFIN 2x4's + + aCURVED ROOF TRUSSES PER PLAN OR CURVED MIN. H2X6 G TRUSS PER PLAN RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING HEADER NAILED @ 6" O.C. STAGGERED F01 DORMER FRAMING DETAIL NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D MO 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 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 & A; U-1 w M M L- a- 0 O ��«�r9tii111�®®,� L,j 00 STRUCTURAL Z o>N �i� J o i SHEATHING O '°� ��•®®.°®®..��J� i��'= Z TYP. TRUSS TO FRAME 'ro° °% �t`S2 �0 CONNECTION PER � D LL 4L LLj Q STD. CONNECTOR :W co ;� --, = � Z NOTES :U o "� = Q Cr FRAME OUT TO BLOCK °° 0 Q 'DC7 ": Cj Q � EDGE I- yb ••• •• "� m O � . o s�si °� P- Q ♦N Q 'n (2) 2x TOP PLATE H (2) 2x #2 SYP SEE PLAN FOR BEAM SIZE (ONLY IF OPENING PROVIDED W 4r� PER PLAN) a CV)IpYll MIN. 2x4 SPF #2 KNEE O �0 CD WALL w/ STUDS @ 16" U " Z O.C. w/ STRUCTURAL 0 �Do SHEATHING FROM Z O - Z TOP OF WALL TO C6 0.4o O BOTTOM OF WALL. ATTACHED PER W ;* NAILING SCHEDULE Q U OTHERWISE SP2 CLIPS AT TOP AND SP1 CLIPS r AT BASE ARE REQ'D O C� Q U) Z a0 RE, ELEV\ FOR O.H. l CONC. SLAB - SEE FOUNDATION PLAN FOR MORE INFO 3/4"=1'-0" -- PRE-ENG.TRUSS PER PLAN, 24" O.C. MAX ROOFING MATERIAL PER ARCHS --- SEE FRAMING PLAN FOR CONNECTION INFO SEE ELEVATION TOP OF MASONRY - SEE ARCH PLANS FOR OVERHANG INFO - TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. GROUT SOLID W - WINDOW PER FLOOR PLAN - PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS - EXT FINISH PER PLAN MAIN FLOOR ELEV 0'-0" VERT REINF. BEYOND MASONRY WALL PER PLAN SEE FOUNDATION e \UDI/v, DETAILS FOR FTG INFO SA saEt C)RD SO TYPICAL ONE STORY CMU WALL SECTION �SOCIATES, LLC is strictly prohibited, 3/4"=1'-0" Z > J (?0 Q zo w �p8� j Uj CD 0 Z j J J > Z v W o� W< z��� I- UJ o H V W W _ > W W O J Q W F - 1. 2x PT BUCKS/NAIILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, Z 1/2"=1'-0" SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D 1/2" x 8" ANCHOR BOLT �- (2) 2x #2 SYP SEE PLAN OR 71TEN HD @ 32" FOR BEAM SIZE O.C. & 6" FROM EACH END 2x PT BOTTOM —� PLATE PRECAST LINTEL OR - KNOCK OUT COURSE MASONRY WALL KNEEWALL AT UPSET BEAM PERP. SHEARWALL CONNECTION TO TRUSS B01 A/C IN TRUSSES BUILDER FRAME RADIUS AS REQ'D 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 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 CLEAR BETWEEN FLUE a ROOF SHEATHING FOR STRAP F TOP OF CHIMNEY MIN. & FRAME 2'-0" ABOVE A POINT < C a CONT. ROOF SHEATHING NAIL PER PLAN WITHIN 10'-0" OF THE GALVANIZED FLASHING NEAREST ROOF PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END EXT. SHEATHING D TO TOP CHORDS OF TRUSSES BELOW WHEN D �j (1) SPH4 EVERY ATTACHED PER BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS / OTHER STUD TO NAILING SCHED. � DOUBLE TOP PLATE BELOW AND CONNECT w/ HTS20 @ 32" O.C. j� / 2x4 FRAMED CRICKET / E PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW 2x4 VERTICAL @ 24" W/ GALVANIZED j O.C. MAX. w/ (4) 10d FLASHING NAILS TO BOTTOM / A CHORD & (3) 10d NAILS + F 2x PLATES OVER ROOF DECK PER VALLEY / K TO TOP CHORD; NOTE H FRAMING DETAIL / IF WALL HEIGHT IS (4) 16d COMMONS DOUBLE TOP PLATE/ B BETWEEN 4FT & 8FT, + + NAILED @ EACH END / USE 2x6 SYP #2 STUDS aSIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR C GALVANIZED FLASHING 2x4 BLOCKING W/ (2) RAFTER / + 16d COMMONS END 2x4 BLOCKING W/ (2) - ++ NAILED TO VERTICAL COMMON TRUSS PER PLAN OR CONY. FRAMING w/ / �/ E 16d COMMONS END 2x4's `J STRUCTURAL SHEATHING PER PLAN AND ROOF / /` NAILED TO VERTICAL 0 FINISH PER ARCHSFIN 2x4's + + aCURVED ROOF TRUSSES PER PLAN OR CURVED MIN. H2X6 G TRUSS PER PLAN RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING HEADER NAILED @ 6" O.C. STAGGERED F01 DORMER FRAMING DETAIL NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D MO 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 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 & A; U-1 w M M L- a- 0 O ��«�r9tii111�®®,� L,j 00 STRUCTURAL Z o>N �i� J o i SHEATHING O '°� ��•®®.°®®..��J� i��'= Z TYP. TRUSS TO FRAME 'ro° °% �t`S2 �0 CONNECTION PER � D LL 4L LLj Q STD. CONNECTOR :W co ;� --, = � Z NOTES :U o "� = Q Cr FRAME OUT TO BLOCK °° 0 Q 'DC7 ": Cj Q � EDGE I- yb ••• •• "� m O � . o s�si °� P- Q ♦N Q 'n (2) 2x TOP PLATE H (2) 2x #2 SYP SEE PLAN FOR BEAM SIZE (ONLY IF OPENING PROVIDED W 4r� PER PLAN) a CV)IpYll MIN. 2x4 SPF #2 KNEE O �0 CD WALL w/ STUDS @ 16" U " Z O.C. w/ STRUCTURAL 0 �Do SHEATHING FROM Z O - Z TOP OF WALL TO C6 0.4o O BOTTOM OF WALL. ATTACHED PER W ;* NAILING SCHEDULE Q U OTHERWISE SP2 CLIPS AT TOP AND SP1 CLIPS r AT BASE ARE REQ'D O C� Q U) Z a0 RE, ELEV\ FOR O.H. l CONC. SLAB - SEE FOUNDATION PLAN FOR MORE INFO 3/4"=1'-0" -- PRE-ENG.TRUSS PER PLAN, 24" O.C. MAX ROOFING MATERIAL PER ARCHS --- SEE FRAMING PLAN FOR CONNECTION INFO SEE ELEVATION TOP OF MASONRY - SEE ARCH PLANS FOR OVERHANG INFO - TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. GROUT SOLID W - WINDOW PER FLOOR PLAN - PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS - EXT FINISH PER PLAN MAIN FLOOR ELEV 0'-0" VERT REINF. BEYOND MASONRY WALL PER PLAN SEE FOUNDATION e \UDI/v, DETAILS FOR FTG INFO SA saEt C)RD SO TYPICAL ONE STORY CMU WALL SECTION �SOCIATES, LLC is strictly prohibited, 3/4"=1'-0" Z > J (?0 Q zo w �p8� j Uj CD 0 Z j J J > Z v W o� W< z��� I- UJ o H V W W _ > W W FASTEN PT 2x NAILER TO MASONRY NOTES: W J 1. 2x PT BUCKS/NAIILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM z ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK 0 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, o N STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE. O 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x h V BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" w O.C. @ EACH SUCCESSIVE BUCK = W 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAMELID 0 (1) 2x OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS a TBD BY BUILDER (FASTENING) ARE MET p 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) U ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S O SPECS ? 1/2"=1'-0" SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D 1/2" x 8" ANCHOR BOLT �- (2) 2x #2 SYP SEE PLAN OR 71TEN HD @ 32" FOR BEAM SIZE O.C. & 6" FROM EACH END 2x PT BOTTOM —� PLATE PRECAST LINTEL OR - KNOCK OUT COURSE MASONRY WALL KNEEWALL AT UPSET BEAM PERP. SHEARWALL CONNECTION TO TRUSS B01 A/C IN TRUSSES BUILDER FRAME RADIUS AS REQ'D 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 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 CLEAR BETWEEN FLUE a ROOF SHEATHING FOR STRAP F TOP OF CHIMNEY MIN. & FRAME 2'-0" ABOVE A POINT < C a CONT. ROOF SHEATHING NAIL PER PLAN WITHIN 10'-0" OF THE GALVANIZED FLASHING NEAREST ROOF PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END EXT. SHEATHING D TO TOP CHORDS OF TRUSSES BELOW WHEN D �j (1) SPH4 EVERY ATTACHED PER BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS / OTHER STUD TO NAILING SCHED. � DOUBLE TOP PLATE BELOW AND CONNECT w/ HTS20 @ 32" O.C. j� / 2x4 FRAMED CRICKET / E PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW 2x4 VERTICAL @ 24" W/ GALVANIZED j O.C. MAX. w/ (4) 10d FLASHING NAILS TO BOTTOM / A CHORD & (3) 10d NAILS + F 2x PLATES OVER ROOF DECK PER VALLEY / K TO TOP CHORD; NOTE H FRAMING DETAIL / IF WALL HEIGHT IS (4) 16d COMMONS DOUBLE TOP PLATE/ B BETWEEN 4FT & 8FT, + + NAILED @ EACH END / USE 2x6 SYP #2 STUDS aSIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR C GALVANIZED FLASHING 2x4 BLOCKING W/ (2) RAFTER / + 16d COMMONS END 2x4 BLOCKING W/ (2) - ++ NAILED TO VERTICAL COMMON TRUSS PER PLAN OR CONY. FRAMING w/ / �/ E 16d COMMONS END 2x4's `J STRUCTURAL SHEATHING PER PLAN AND ROOF / /` NAILED TO VERTICAL 0 FINISH PER ARCHSFIN 2x4's + + aCURVED ROOF TRUSSES PER PLAN OR CURVED MIN. H2X6 G TRUSS PER PLAN RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING HEADER NAILED @ 6" O.C. STAGGERED F01 DORMER FRAMING DETAIL NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D MO 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 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 & A; U-1 w M M L- a- 0 O ��«�r9tii111�®®,� L,j 00 STRUCTURAL Z o>N �i� J o i SHEATHING O '°� ��•®®.°®®..��J� i��'= Z TYP. TRUSS TO FRAME 'ro° °% �t`S2 �0 CONNECTION PER � D LL 4L LLj Q STD. CONNECTOR :W co ;� --, = � Z NOTES :U o "� = Q Cr FRAME OUT TO BLOCK °° 0 Q 'DC7 ": Cj Q � EDGE I- yb ••• •• "� m O � . o s�si °� P- Q ♦N Q 'n (2) 2x TOP PLATE H (2) 2x #2 SYP SEE PLAN FOR BEAM SIZE (ONLY IF OPENING PROVIDED W 4r� PER PLAN) a CV)IpYll MIN. 2x4 SPF #2 KNEE O �0 CD WALL w/ STUDS @ 16" U " Z O.C. w/ STRUCTURAL 0 �Do SHEATHING FROM Z O - Z TOP OF WALL TO C6 0.4o O BOTTOM OF WALL. ATTACHED PER W ;* NAILING SCHEDULE Q U OTHERWISE SP2 CLIPS AT TOP AND SP1 CLIPS r AT BASE ARE REQ'D O C� Q U) Z a0 RE, ELEV\ FOR O.H. l CONC. SLAB - SEE FOUNDATION PLAN FOR MORE INFO 3/4"=1'-0" -- PRE-ENG.TRUSS PER PLAN, 24" O.C. MAX ROOFING MATERIAL PER ARCHS --- SEE FRAMING PLAN FOR CONNECTION INFO SEE ELEVATION TOP OF MASONRY - SEE ARCH PLANS FOR OVERHANG INFO - TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. GROUT SOLID W - WINDOW PER FLOOR PLAN - PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS - EXT FINISH PER PLAN MAIN FLOOR ELEV 0'-0" VERT REINF. BEYOND MASONRY WALL PER PLAN SEE FOUNDATION e \UDI/v, DETAILS FOR FTG INFO SA saEt C)RD SO TYPICAL ONE STORY CMU WALL SECTION �SOCIATES, LLC is strictly prohibited, 3/4"=1'-0" Z > J (?0 Q zo w �p8� j Uj CD 0 Z j J J > Z v W o� W< z��� I- UJ o H V W W _ > W SD2 J o a c Z 0 t0 11 J 111- 00 0 r Z 0 — 0 J ' C 113Y 00 0 co N Im 0Z Z LI W >-0 0 O 0 H H J STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: TNT QC CHECK: MB C JOB No. TM - 2153128 J SCALE: AS INDICATED DATE: 09/19/2016 SD2 SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN SIMPSON H10A i ■ u DIAGONAL TO BEAM BEAM CONNECTION SIMPSON f DIAGONAL PLATE ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** GEO GABLE END @FLAT CEILING CONNECTIONS SIMPSON HGA10 @ 48" CONTRACTOR TO FIELD VERIFY WHICH UP TO 4'-8" O.C. NOTE: ALL GABLE V-0" MAX PLYOOD CANT. O.H. SHEATHING NOT REQ'D BRACING IS TO BE SYP#2 OR BETTER ROOF SHEATHING PER ROOF SHEATHING NAILS @ EA. END. PLAN TO BE CONT. @ THE FOR ADDITIONAL INFO AS REQ'D BLOCK ADJ. BAYS @ END NAILS EA. END TRANSITION FROM 2x4 OUTLOOKER @ 24" SIMPSON A23 @ EACH A35 DIAGONAL TO O.C. MAX. w/ (2) 16d INTO BLOCKING, (4) 8d WALL TO GABLE END NAILS TO TRUSS 2x4 #2 SYP P.T. SCHED. BRACE TO PLATE TRUSS BOT. CHORD TRUSS TRUSS PER PLAN FASTEN TO DIAG.w/(2) 16d NAILS. DOUBLE 2x TOP PLATE FASTEN SIDE WALL (2) 16d TOE NAILS — BLOCKS w/$d NAILS 3 1/4" HOLD \ SHEATHING PER PLAN. )OKERS @ 24" z W/(2)12d END NAILS 0 RUN BACK TO � (5) 16d NAILS BRACE PT 2x8 PLT., CANT. FOR TO BLOCKING ,3) 12d TOENAILS. WASHERS (MIN. 7" EXT. SHEATHING; Z ECT TO DROP O 32" O.C. GABLE TRUSS )P ATTACH PER PLAN _ CLG. NAILING SURFACE FRAME WALL CONNECTION ol EMBED) MIN. 6" FROM ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** GEO GABLE END @FLAT CEILING CONNECTIONS WHERE O.H. IS > V-0", DROP CONTRACTOR TO FIELD VERIFY WHICH UP TO 4'-8" 2x4 BLOCKING @ EA. GABLES w/ OUTLOOKERS @ 24" O.C. V-0" MAX PLYOOD CANT. O.H. OUTLOOKER (MAX. CONDITION IS REQUIRED. CONTACT EOR ROOF SHEATHING PER ROOF SHEATHING NAILS @ EA. END. PLAN SPAN 2'-0") w/ (2) 16d FOR ADDITIONAL INFO AS REQ'D BLOCK ADJ. BAYS @ END NAILS EA. END CONNECT TO DROP GABLE WITH 2x4 OUTLOOKER @ 24" SIMPSON A23 @ EACH A35 DIAGONAL TO O.C. MAX. w/ (2) 16d INTO BLOCKING, (4) 8d FASTEN ROOF END NAILS TO TRUSS 2x4 #2 SYP P.T. SCHED. BRACE TO PLATE TRUSS BOT. CHORD V-9" MAX. TRUSS PER PLAN FASTEN TO DIAG.w/(2) 16d NAILS. E O.H. IS > V-0", w (2) 16d TOE NAILS — BLOCKS w/$d NAILS 3 1/4" HOLD \ 1/2" J -BOLTS w/ )OKERS @ 24" z W/(2)12d END NAILS 0 RUN BACK TO � @6"O.C. PT 2x8 PLT., CANT. FOR HOLD WALL 3-1/2" ,3) 12d TOENAILS. WASHERS (MIN. 7" CONT. 2x4 Z ECT TO DROP O 32" O.C. GABLE TRUSS \ \ _ CLG. NAILING SURFACE '4' 2x4 DIAGONAL BRACE ol EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ DOUBLE TOP PLATE OUTLOOKER W @ 48" O.C. TO 3RD 0 2x4 32" O.C. EACH END AND 32" O.C. 24" O.C. FOR FALSE BM SHOWN, SEE PLAN BAY REQ'D w/ 0 ~ LU MASONRY OU \ d 24" O.C. MAX. ATTACHMENT w/ (3) 10d 0 U \ CHART SHEATHING. (DU) \ \ TRUSS PER PLAN GABLE BRACING (+) J PROVIDE 16d NAILS ATTACH PER PLAN LSTA18 HEADER TO SEE CHART PROVIDE 2x4 BRACE_ GABLE END TRUSS TO Q M 2x TOP PLATE TO TO EA. ADJ. DIAG. �` PLT.@12" O.C. MAX. Uj v GABLE END W/ 16d �I FASTEN TO DIAG. w/(2) CONNECTION 4 m O NAILS @ 6" O.C. 16d NAILS. 2x8 #2 SPF STUDS AT SHEATHING PER PLAN PER CHART FRAMING FOR FALSE — L L. 16" O.C. CMU WALL OR LINTEL m .. BEAM, IF REQ'D w/ (3) (5) 16d NAILS BRACE BELOW O.C. AND 6" FROM EA, HGA10KT @ 32" O.C. 10d NAILS @ EA. TRUSS INTO BLOCKING, (2) MASONRY WALL OR -- = END w/ NUT & WASHER TO BLOCKING 3/16" x 2 3/4" TAPCONS BRACE PLATE1/2" x 8" /q LINTEL SEE PLAN �' IN CMU. OR SIMPSON TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ PROVIDE 2x4 BRACE ANCHORR BOLT SIDE OF EA. STUD. � - #5 CONT. SINGLE BASE & TOP . C. & TITEN HD @ 32" OO. CENTERED BETWEEN PLATE w/ PLYWOOD FALSE BM PER PLAN 6" FROM EACH END WALL PLCAND DETAILMU WALL SPLICE DETAIL STD CONDITION SHEATHING COVERING IF REQ'D CONDITION @ CMU FOR REQ'D FLASHING CMU WALL CONNECTION CLEAR SPAN CONNECTION ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** GEO GABLE END @FLAT CEILING CONNECTIONS NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM VARIES I N RAKED DOUBLE TOP PLATE CEILING NAILER AS - 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" W �= N151 FIELD FRAMED VALLEY DETAIL WHERE O.H. IS > V-0", DROP GABLE BRACING + UP TO 4'-8" 2x4 BLOCKING @ EA. GABLES w/ OUTLOOKERS @ 24" O.C. V-0" MAX PLYOOD CANT. O.H. OUTLOOKER (MAX. 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. ROOF SHEATHING PER ROOF SHEATHING NAILS @ EA. END. PLAN SPAN 2'-0") w/ (2) 16d 2'-0" MAX. BLOCK ADJ. BAYS @ END NAILS EA. END CONNECT TO DROP GABLE WITH 2x4 OUTLOOKER @ 24" EA.DIAG. AS SHOWN. (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) O.C. MAX. w/ (2) 16d INTO BLOCKING, (4) 8d FASTEN ROOF END NAILS TO TRUSS 2x4 #2 SYP P.T. SCHED. SHEATHING TO V-9" MAX. TRUSS PER PLAN FASTEN TO DIAG.w/(2) 16d NAILS. NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM VARIES I N RAKED DOUBLE TOP PLATE CEILING NAILER AS - 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" W �= N151 FIELD FRAMED VALLEY DETAIL FROM EAVES WHERE O.H. IS > V-0", DROP GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED GABLES w/ OUTLOOKERS @ 24" O.C. V-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 @ SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. CONNECT TO DROP GABLE WITH ATTACH PER NAILING EA.DIAG. AS SHOWN. (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) H2.5 CLIP. MAX 2'-0" O.H. INTO BLOCKING, (4) 8d FASTEN ROOF Z 2x4 #2 SYP P.T. SCHED. SHEATHING TO 0 FASTEN TO DIAG.w/(2) 16d NAILS. E O.H. IS > V-0", w (2) 16d TOE NAILS — BLOCKS w/$d NAILS END GABLE w/ \ LIJ )OKERS @ 24" z W/(2)12d END NAILS 0 RUN BACK TO � @6"O.C. JMMON TRUSS o HOLD WALL 3-1/2" ,3) 12d TOENAILS. @ EACH END CONT. 2x4 Z ECT TO DROP O 32" O.C. GABLE TRUSS \ \ _ '4' 2x4 DIAGONAL BRACE O.H. w WOOD WALL DOUBLE TOP PLATE OUTLOOKER W @ 48" O.C. TO 3RD 0 2x4 32" O.C. \ W SHOWN, SEE PLAN BAY REQ'D w/ 0 NAILS @ EACH WEB MASONRY OU \ d 24" O.C. STRONGBACK, SEE 0 \ \ CHART SHEATHING. FHING FASTEN 0 \ \ TRUSS PER PLAN GABLE BRACING (+) J ATTACH PER PLAN LSTA18 HEADER TO SEE CHART PROVIDE 2x4 BRACE_ o- FROM TOP OF WALL STUDS TYP. BASE TO EA. ADJ. DIAG. Uj FASTEN TO DIAG. w/(2) CONNECTION STRONGBACK IF REQ'D 16d NAILS. 2x8 #2 SPF STUDS AT SHEATHING PER PLAN PER CHART 16" O.C. 1/2" x 8" J -BOLT @ 32" DTC CLIP, (2) 8d NAILS (5) 16d NAILS BRACE GABLE BRACING @ 48" O.C. AND 6" FROM EA, INTO BLOCKING, (2) MASONRY WALL OR -- = END w/ NUT & WASHER TO BLOCKING 3/16" x 2 3/4" TAPCONS O.C. NOT REG'D 6' PLATE1/2" x 8" /q LINTEL SEE PLAN �' IN CMU. OR SIMPSON /q PROVIDE 2x4 BRACE ANCHORR BOLT FROM EAVES Lu GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H _ 7'-0" GABLE END Q (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < 1-1514'4' STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H 418'-8" FHING PER PLAN v�^ PER PLAN m DTC CLIP, (2) 8d NAILS J ATTACH PER NAILING ®`®®®'liilita6��''♦ ♦ oho INTO BLOCKING, (4) 8d END NAILS @ EA. Z 2x4 #2 SYP P.T. SCHED. W1 0 FASTEN TO DIAG.w/(2) 16d NAILS. E O.H. IS > V-0", w (2) 16d TOE NAILS — END GABLE w/ SPLICE AS REQ'D Q LIJ )OKERS @ 24" z W/(2)12d END NAILS 0 RUN BACK TO � O JMMON TRUSS o HOLD WALL 3-1/2" ,3) 12d TOENAILS. @ EACH END Z ECT TO DROP O 32" O.C. GABLE TRUSS WITH H2.5 CLIP. F- DOWN FOR '4' U C) O.H. w WOOD WALL DOUBLE TOP PLATE OUTLOOKER W 2x4 LEDGER W/ (2) 10d 0 2x4 32" O.C. HEADER PER PLAN IF W SHOWN, SEE PLAN 0 NAILS @ EACH WEB MASONRY OU d 24" O.C. 0 =END Z SHEATHING. FHING FASTEN 0 FROM EAVES H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H _ 7'-0" GABLE END TO EA. ADJ. DIAG. (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < 1-1514'4' STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H 418'-8" STRONGBACK W/ (2) 2x4 BRACE v�^ PER PLAN m DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d ATTACH PER NAILING ®`®®®'liilita6��''♦ ♦ oho INTO BLOCKING, (4) 8d END NAILS @ EA. 2x4 #2 SYP P.T. SCHED. 45° SHEATHING FASTEN PER PLAN. FASTEN TO DIAG.w/(2) 16d NAILS. BLOCKING @ 24" O.C. (2) 16d TOE NAILS — SPLICE AS REQ'D Q LIJ SIMPSON H25(TYP.) COMMON TRUSS W/(2)12d END NAILS BRACE TO LEDGER SIMPSON META16 @ HOLD WALL 3-1/2" GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H _ 7'-0" (1) 2x4 BRACE 7'4" < H:6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < 1-1514'4' STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H 418'-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 SEE CHART. 10d COMMON NAILS (1) A23 FROM @ 6" O.C. STRONGBACK TO DIAGONAL GABLE VERTICAL 2ND 2x4 BRACE IF REQ'D, SEE CHART A -A GABLE VERTICAL BRACING 2x6 — 10d COMMON NAILS @ 8" O.C. GABLE END BRACING 3/4"=1'-0" PROVIDE 2x BLOCKING FOR NAILING 2x4 BLOCKING (2) 1 (2)16d NAILS PLT. TO NAILS, TOENAILED STUD TOP & BOTTOM EACH END.AT 24" O.C. ROOF SHEATHING (TYP.) (END NAIL PLTS. PER PLAN TO STUD) TO BLOCKING u- TRUSS PER PLAN -- DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d ATTACH PER NAILING ®`®®®'liilita6��''♦ ♦ oho INTO BLOCKING, (4) 8d END NAILS @ EA. 2x4 #2 SYP P.T. SCHED. % L<) -r z NAILS INTO TOP PLATE OUTLOOKER BLOCKING @ 24" O.C. (2) 16d TOE NAILS — SIMPSON H25(TYP.) COMMON TRUSS W/(2)12d END NAILS BRACE TO LEDGER SIMPSON META16 @ HOLD WALL 3-1/2" @ EACH END 32" O.C. GABLE TRUSS DOWN FOR TO MASONRY. AT MAIN SPAN ROOF WOOD WALL DOUBLE TOP PLATE OUTLOOKER TRUSS PER PLAN 2x4 LEDGER W/ (2) 10d LSTA18 OR MTS12 @ (SEE SCHEDULE) 32" O.C. HEADER PER PLAN IF SHOWN, SEE PLAN FOR WOOD OR NAILS @ EACH WEB MASONRY GEO GABLE END AT VALLEY FRAMING REQ'D. MIN (1) JACK &EXTERIOR SHEATHING. (1) KING STUD w/ SIMPS. TRUSS PER PLAN J ATTACH PER PLAN LSTA18 HEADER TO o- FROM TOP OF WALL STUDS TYP. BASE Uj 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 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 PLATE1/2" x 8" MSTAM-24 TYP. EA, LINTEL SEE PLAN �' IN CMU. OR SIMPSON ' a ANCHORR BOLT SIDE OF EA. STUD. � - META16 . C. & TITEN HD @ 32" OO. CENTERED BETWEEN 6" FROM EACH END WALL PLCAND 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. fiPSON DTC, (2) 8d ILS INTO BLOCKING, 8d NAILS TO TOP kT E TRUSS PER PLAN TRUSS PER PLAN TRUSS PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (2) p 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 PLAN LINTEL PER PLAN -- OVER THE TOP OF THEBOTTOM CHORD. 2x WALL, SEE PLAN ATTACH W/ (2) 10d NAILS @ EACH TRUSS AT 24" O.C. STD CONDITION @ FRAME WALL BEARING CONDITION a@ CMU WALL NON-BEARING WALL CLIP DETAIL GABLE BRACING @ 48" PROVIDE 2x BLOCKING Co° °' O.C. MAX. 45° FROM FOR NAILING cq =•U CD ; ap J U d = Q HORIZONTAL (+/- 10°) .. d � W p BRACE NOT REQUIRED O d I--� • Z 6' FROM EAVES. '� .'�• `��� 0 TRUSS PER PLAN • I® O SEE PLAN FOR M LL SUPPORT AND TIE � 00/1!1lii►�� DOWN OF JACK Q PROVIDE BLOCKING TRUSSES BETWEEN TRUSS BAYS O @ 48" O.C. FOR FIRST 3 SEE GABLE w �,�;, BAYS WALL PER PLAN (FRAME WALL SHOWN; FOR REQ'D N DETAIL u,' q� C CONNECTIONS MAY ALSO BE O o MASONRY) 0 Zr, ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** Q �q Q co Q w F- CL ^yyy�e /a) 0 0 QO � O Q m 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 Win 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 81 NAILS @ 4" O.C. CONV. FRAME OR VALLEY TRUSSES PER ,Z PLAN i GABLE TRUSS SIMPSON H10A DIAG. 01 EXT. SHEATHING; TO BLOCKING u- 111 M a ATTACH PER NAILING ®`®®®'liilita6��''♦ ♦ oho SCHED. % L<) -r z GABLE BRACING @ 48" PROVIDE 2x BLOCKING Co° °' O.C. MAX. 45° FROM FOR NAILING cq =•U CD ; ap J U d = Q HORIZONTAL (+/- 10°) .. d � W p BRACE NOT REQUIRED O d I--� • Z 6' FROM EAVES. '� .'�• `��� 0 TRUSS PER PLAN • I® O SEE PLAN FOR M LL SUPPORT AND TIE � 00/1!1lii►�� DOWN OF JACK Q PROVIDE BLOCKING TRUSSES BETWEEN TRUSS BAYS O @ 48" O.C. FOR FIRST 3 SEE GABLE w �,�;, BAYS WALL PER PLAN (FRAME WALL SHOWN; FOR REQ'D N DETAIL u,' q� C CONNECTIONS MAY ALSO BE O o MASONRY) 0 Zr, ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** Q �q Q co Q w F- CL ^yyy�e /a) 0 0 QO � O Q m 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 Win 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 81 NAILS @ 4" O.C. CONV. FRAME OR VALLEY TRUSSES PER ,Z PLAN i GABLE TRUSS EXT. SHEATHING; ATTACH PER NAILING SCHED. (2) 16d NAILS TO EA. COMMON TRUSS SIMPSON META16 @ 32" O.C. GABLE TRUSS TO MASONRY. AT MAIN SPAN ROOF WOOD WALL TRUSS LOCATIONS USE UPLIFT CONNECTOR LSTA18 OR MTS12 @ (SEE SCHEDULE) 32" O.C. MASONRY WALL SHOWN, SEE PLAN FOR WOOD OR MASONRY GEO GABLE END AT VALLEY FRAMING NOT USED 1/2"=1'-0" I \ % 3/4"=1'-0" I 1/2"=1'-0" 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. 3/4"=1'-0" C i (n j (D V Ly W (D Z H � J U) G <N z • w W Z z I— W > ~ V L J i LU Z U) i Q o Z Om N 00 0e ZJO O 03 ) CO 0 W 000LO 0 ' 2 to C4 )OZ C) ��Uj LLO O Q CL STRUCTURAL ENG: CFG / BAD DRAFTING: _ STRUCT: TNT C QC CHECK: MB JOB No. TM - 2153128 a SCALE: AS INDICATED l DATE: 09/19/2016 SD3 NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYP. PIPE OR DUCT W/ PENETRATION OF 2 ROWS 10d @ 3" O.C. - 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 2x4 BEYOND AGAINST - 48" 2x8 STUDS ATTACH 2x STUDS TO - TOP PLATE W/ (4) 16d NAILS ((2) ON EA. SIDE) TYP. AT ALL EXTERIOR ATTACH 2x STUDS TO -I- i— - -T1— PLATE CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN CONDITIONS TOP PLATE W/ (4) 16d OF 2x8 TO BLOCK OUT LAP SPLICE 48" MIN & - TOP PLATE ATTACH W/ ATTACH PER NAILING (2) 10d NAILS O.C. NAILS ((2) ON EA. SIDE) (SOLID BLOCK W/ 2x6) DETAIL 2x$ STUDS PER ' TYP. AT ALL EXTERIOR � Q o IIII FRAMING PLAN CONDITIONS LEDGER = 0 w/ (2) 1/4" X 3'/2" SIMPS. I I II IIII SEE PLAN o o EXT. BEAM PER PLAN TOP SPLICE ---` BOTTOM SPLICE OVER POST TO BEAM °� cn in STUD — — — — — — — — — — — O.C. o N2E SCHEDULE DOUBLE 2x8 TOP O PLATE FO TYPICAL TOP PLATE SPLICE @ BRG. WALL u O DOUBLE 2x4 TOP -I- i— - -T1— PLATE CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN — PROVIDE 2x4 ON TOP - 5 OF 2x8 TO BLOCK OUT LAP SPLICE 48" MIN & - TOP PLATE ATTACH W/ ATTACH PER NAILING (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 10 2 1/2" o ❑ W Wlo N N N "I 10d x 3" COMM( OVERLAP TOP PLATE 10d x 3" COMMON AT CORNER SIDE z U NAIL BOTTOM PLATE a. TO CORNER STUD 00 PACK w/ (4) 10d NAILS O Z W1 1/2" Nloll .11 N I OPP. z � � U a 00 10d x 3" COMM( 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 1-1/2"=V-0" 2x DBL TOP PLATE MIN. 15/32" EXP 1 SHEATHING 3/8 SHEATHING PER PLAN BEYOND 2 INSTALLED VERTICALLY. NAIL SHEATHING AT FRAME WALL BOTTOM PLATE U_ z AND AT FLOOR TRUSS TOP & BOTTOM PLATES USING — — — — — — — — — — —/FO�' W _ (1) ROW OF 8d COMMON NAILS @ 3" O.C. 'A' = NAIL SPACING ONAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON / R ROOF SHEATHING, 2 F �e II 6 I I II II II o a U- = NAILS @ 3" O.C. I �, < T r R T w w I- `� 1/2" /A FiycgoT O FASTEN PER PLAN <FN<qAr O II I I II II II w z 0 t- NAIL OPENING PERIMETER w/ (2) ROWS OF 8d ; / / 1/2" Th'Os o �S III I— — _ll _ - _ -- _ -- — -- z L COMMON NAILS @ 3" O.C. - o — o Oy ,cOhS III III II I I I WALL SHEATHING O = O NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. & NAIL III III II II I SPLICE, SEE SPLICE EDGES 6" O.C. U.N.O. ON PLANS A DETAIL. MAX 1/8" g .. 1/2" 2x4 FRAMING @ 24" III OPENING III I I II II SPACE BETWEEN w 5 STAGGER ALL VERT. PANEL JOINTS &NAIL W/ 8d O.C. MAX. III III 4 II PANELS = O COMMON NAILS @ 3" O.C.DOUBLE NAIL EDGE SPACING 2x SCAB w/ 10d NAILS �- @ 4" O.C. PROVIDE (4)10d x3" III rAR _j U) PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING NAILS AT JOINT PER -ENG TRUSSES P. p HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ STUD PER PLAN2x SCAB w/ 10d NAILS UND 2x STUDS BEYOND, �' TOP &BOTTOM SHEATHING SPLICE,@ 4" O.C. III II II IINING III I I II II SEE PLAN FOR MORE " O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR TRUSS CONNECTION PER -ENG TRUSSES C� Z_ U CL 00 !'11 ITCIf1C /'�\ 2x4's Z W C L C C 0 u EDGE DISTANCE PER V&AIL INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's (3+) 2x COLUMN ROOF SHEATHING, FASTEN PER PLAN 2x4 FRAMING @ 24" O.C. MAX. PROVIDE (4) 10d x 3" NAILS AT JOINT INFO t- z 1¢- O VERTICAL MEMBER IF GABLE END SHEATHING & PER PLAN — 2x FASCIA PER PLAN 2x FASCIA III -I- i— - -T1— III I I I I I CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN W = - 5 IIII SIMPS. SDS SCREWS @ II II II SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN - STRAP IS NOT REQUIRED. CMU WALL PER PLAN I I II IIII LAP BEAM PLYS AND � Q o IIII NAIL AS SHOWN (5) 10d II II II LEDGER = 0 w/ (2) 1/4" X 3'/2" SIMPS. I I II IIII SEE PLAN o o EXT. BEAM PER PLAN ISL -=1L 1L=_IL POST TO BEAM °� cn in PRE-ENGINEERED — — — — — — — — — — — O.C. o N2E SCHEDULE U Z0 Q O O.C. PLAN u O C — — — — — FLOOR SYSTEM 7SEELEV. FOR LL SEE ELEV. FOR CUT TO FIT 2x BOTTOM PLATE a ... ii . SIZE �U OPENING SIZE 1 of BEYOND SEE PLAN CONDITION @ CMU WALL CONDITION @ FRAME WALL SHEATHING DIAGRAM J F1 EXTERIOR SHEATHING SCHEDULE 3/4"=1'-0" SEE PLAN BLOCKING W 0� GYPSUM WALLBOARD CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN - —SHEATHING 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. CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION LAP BEAM PLYS AND LL (2) 8d TOE NAILS JOINT, MAX. 1/8" GAP NAIL AS SHOWN (5) 10d EACH VERTICAL LEDGER PER PLAN NAILS PER PLY w/ (2) 1/4" X 3'/2" SIMPS. TO LEDGER °U ire Q W SEE PLAN - 2x4 PT LEDGER W/ EXT. BEAM PER PLAN HTS20 CLIP FROM COMMUNITY SPECS POST TO BEAM NAILING PER PLAN VIEW @ TOP OF POST PRE-ENGINEERED 1/4" x4" TAPCONS @ 12" 2x FRAME WALL PER O.C. O.C. MAX. 2x4 LEDGER W/ (2) 16d NAILS @ 16" O.C. SCHEDULE U Z0 Q SHINGLE ONLY O.C. PLAN o Z o O C :ion contained in this document is copyrighted and 2x4 BLOCKING PLACED 7SEELEV. FOR SEE ELEV. FOR FLATWISE (2) 16d SEE FOUNDATION a ... ii . SIZE �U O.H. SIZE NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMU WALL CONDITION @ FRAME WALL NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE F1 TYPICAL SCAB OVERHANG REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS 3/4"=1'-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 x ><>< @ EACH STUD 12d NAILS @ EACH END +` t" 2x12 BOX HDR w/ 2x8's + TOP &BOT., 2x8 TO 2x8 #2 SPF VERTICAL PRE-ENGINEERED ----� v� SIMPSON LSTA30 W/ 2x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT. 2x4 #2 SPF ROOF TRUSS - SEE / (22) 10d NAILS (ALL z X @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O.C. FRAMING PLAN FOR CORNER CONDITIONS WALL TO PRECAST NAILING SCHEDULE & w/ (2) 16d END NAILS SPACING EXTERIOR SHEATHING STRAP AROUND w - LINTEL w/ (2)ROWS OF ++ + (4) 12d NAILS EACH EACH END SEE PLAN FOR NAIL PER PLAN TALLER STUD) _...:_ 1/4" x 4" TAPCONS TRUSS MEMBER @ 2x4 #2 SYP P.T. @ EA.4 CONNECTION -- 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ XX X STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL 2x BRG WALL, SEE TOENAILS INTO OTHER SEE WALL CLIP DETAIL PLAN FOR STUD SIZE & TRANSOM BETWEEN TRUSS TRANSOM BETWEEN FOR MORE INFO SPACING. MIN (2) 2x SEE FLOOR PLAN FOR LINTELS LINTELS UNDER GIRDER TRUSS MORE BRG. WALL INFOv 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 TRUSSSEE PLAN FOR ---- ---- --.-- ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY U.N.O. CONNECTION BUILDER BUILDER BUILDER F1 SECTION @ DOUBLE BEARINGF1 STEP @ BEARING FRAME WALLS HEADER @ POCKET SLIDER w/ TRANSOM SO2 HEADER @ POCKET SLIDER w/ TRANSOM S03 HEADER @ POCKET SLIDER 3/4"=1 '-0" COPYRIGHT MCD 2014: The informs' W 0� @ 24" O.C. w/ EXT. CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN - —SHEATHING 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 LL 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'/2" SIMPS. 12 12" O.C. °U ire Q W 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 — PT POST PER PLAN O.C. O.C. MAX. ABU POST BASE PER DESIGNED FOR U Z0 Q SHINGLE ONLY SD01 TYPICAL SHED ROOF DETAIL PLAN o Z o O C :ion contained in this document is copyrighted and 5/8" THREADED ROD w/ - NUT SET IN ADHESIVE u a 4 i t; L- SEE FOUNDATION a ... ii PLAN FOR ADDITIONAL �U INFO SIDE VIEW @ BASE OF POST CDO CORNER COLUMN FRAMING 3/4"=1 '-0" COPYRIGHT MCD 2014: The informs' SIMPSON H3 CLIP W 0� @ 24" O.C. w/ EXT. 2x6 SYP #2 LEDGER. TO'/z - —SHEATHING STUDS w/ (2) 1/4" X 4' 2x4 SYP #2 LEDGER. SIMPS. SDS SCREWS @ NAILING SCHEDULE & 16" O.C. MAX.; - TO GABLE END STUDS EXTERIOR WALL/TRUSS (2) 1/4" X 3'/z" SIMPS. SID CONV. FRAMED SCREWS @ 16" O.C. LL MAX.; O.C. MAX.; TO MASONRY w/ 2x6 PT EACH VERTICAL SYP #2 LEDGER w/ (2) 1/4" x 2 3/4" TAPCONS A- w/ (2) 1/4" X 3'/2" SIMPS. 12 12" O.C. °U ire Q W SEE PLAN SIMPSON H3 CLIP W 0� @ 24" O.C. w/ EXT. LINTEL PER PLAN - —SHEATHING PER PLAN 2x4 SYP #2 LEDGER. L NAILING SCHEDULE & TO STUDS OR BEAM w/ - (4) 10d NAILS FOR (2) 1/4" X SIMPS.-7 J LL CONV. FRAMED W SDS SCREWS @ 16"' LL MEMBERS ONLY O.C. MAX.; U EACH VERTICAL TO GABLE END STUDS ATTACHMENT BY w/ (2) 1/4" X 3'/2" SIMPS. 4'-0" MAX. °U ire Q W SDS SCREWS @ 16"' - FASCIA PER O.C. MAX.; COMMUNITY SPECS TO MASONRY w/ 2x4 PT - 2x4 SYP #2 OR SYP #2 LEDGER w/ 1/4° PRE-ENGINEERED x 2 3/4" TAPCONS @12" ROOF TRUSSES @ 24" O.C. O.C. MAX. SIMPSON H3 CLIP DESIGNED FOR U Z0 Q SHINGLE ONLY SD01 TYPICAL SHED ROOF DETAIL rY.. y:.. ... - o Z o O 1/2"=V-0" :ion contained in this document is copyrighted and is the exclusive proper, 1/2"=V-0" 1/2 =1'-O" LEDGER @ LOW ROOF SEE TRUSS PLAN FOR MORE INFO & CONNECTION 1-- 2x8 #2 SPF VERTICAL W 0� @ 24" O.C. w/ EXT. LINTEL PER PLAN SHEATHING PER 16d COMMON NAILS L NAILING SCHEDULE & (4) 12d NAILS EACH EA. STUD OR TRUSS J LL TRUSS MEMBER O LL `®�®ee►'nurrrres eo�.Fi * ��® i1j CO 2x8 w/ (2) 10d NAILS @ U EACH VERTICAL POCKET SGD ATTACHMENT BY 24" O.C.). IF MASONRY,r BUILDER °U ire Q W SO4 HEADER @ POCKET SLIDER 1/2"=1 :y 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 W Q z I O I 0— U) W ❑ m 0 W 0� u 16d COMMON NAILS L EA. STUD OR TRUSS J LL Uj O LL `®�®ee►'nurrrres eo�.Fi * ��® i1j CO MEMBER, TYP. (MAX. U o 24" O.C.). IF MASONRY,r Q °U ire Q W tL`.� ti Ot�z p USE (2) 1/4" TAPCONS I� o•oo '� �~ IJ- J m U_ W/ MIN. 2" EMBED. @ O ®�rrrr� w e t , J Q to 24" O.C. 2x4 #2 SYP CONT. w/ (2) _ u 16d COMMON NAILS L EA. STUD OR TRUSS O MEMBER, TYP. (MAX. U o 24" O.C.). IF MASONRY,r Q M USE (2) 1/4" TAPCONS W/ MIN. 2" EMBED. @ O , o to 24" O.C. U Z0 Q war rY.. y:.. ... - o Z o O TRUSS PER PLAN 0 WOOD/MASONRY WALL OR TRUSS, SEE PLAN (TRUSS SHOWN) L W �"*'' E U 0 O Z Q 0 Ica > O 1-1/2"=1'-0" I 2x8 TO UNDER SIDE OF ROOF SHEATHING 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER (TOP AND BOTTOM CHORDS ALONG W/ WEBBING) 2x8 w/ (2) 10d NAILS @ EACH VERTICAL 1/2"=1'-0" i i J Q ) W 0 J LJ.. W z t ~ W W V W z W 3P.g* Si 061 z J z v O Qt�F- z�� Z SD4 u o Q c z O to 11 �- 00 0 u Z O J _ OUj J C Q 1 0 00 0 01 CO OWE, W >-0O _ -- O ] ry u C STRUCTURAL ENG: CFG / BAD DRAFTING: 7 -STRUCT: TNT QC CHECK: MB t = JOB No. TM -2153128 - - - u SCALE: AS INDICATED DATE: 09/19/2016 SD4 SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. TYPICAL TRUSS TO FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES O i BEARING SEE PLAN SEE ARCHITECTURAL J PLAN FOR OVERHANG INFO WINDOW AS SCHEDULED EXTERIOR FINISH PER PLAN MID -SPAN BLOCKING U.N.O. INSULATION PER PLAN SEE DETAILS WS10, WS11 OR WS13 FOR ADDITIONAL INFORMATION THIS SHEET NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED BEARING SEE PLAN d^ . LINTEL AS PER PLAN LINTEL AS PER PLAN n WD. HD. HT. SEE PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS -�-r DBL. TOP PLATE HDR. PER PLAN 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 DIRECTIONI 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 CONNECTIONS ; SIMPSON MSTAM36 ": DOUBLE 2x TOP PLATE DOUBLE 2x TOP PLATE SOLID SHEATHING @ TYPICAL TRUSS TO STRAP W/ (10) 10d TO 2x BOTTOM PLATE 2x BOTTOM PLATE HEADER FRAME CONNECTION. STUDS & (8) 1/4" X 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING SIMPSON SP4 w/ (6) 10d SEE STANDARD 2-1/4" TITEN SCREWS F�< x1-1/2" 24" O.C. USE ATTACHED PER ATTACHED PER < @ ( CONNECTOR NOTES TO LINTEL COURSE. NAILING SCHEDULE NAILING SCHEDULE SIMPSON LSTA30 StiFFT SP6 @ 2x6 STUDS & SIMPSON LSTA30 USE SIMPSON STRAP (MAX 10° SP8 @ 2x8 STUDS) STRAP (MAX 10° MSTCM60 STRAP W/ ANGLE) W/ (22) 10d ANGLE) W/ (22) 10d REFER TO PLAN FOR (20) 16d SINKERS & (14) " NAILS. BEND STRAP NAILS. BEND STRAP BUILT-UP COLUMN 1/4" X 2-1/4" TAPCONS OVER TOP PLATE MIN. ; (2) 2x SPF TOP PLATE OVER TOP PLATE MIN. INFO. FOR TRUSSES 20" TO » 3", THEN RUN DOWN ; U.N.O. ON PLAN 3", THEN RUN DOWN PRE -ENG. FLOOR 26" DEEP FACE OF JAMB STUDS/ HEADER - SEE 2ND FACE OF JAMB STUDS/ SYSTEM - IF NO FLOOR (IF TITENS ARE NOT IN \ HEADER FLOOR PLAN FOR MIN. HEADER LINTEL COURSE OR » EXTERIOR SHEATHING HEADER SIZE & REQ'D SYSTEM INSTALL \ KNEEWALL &PROVIDE INTO FILLED CELL USE (1) SIMPSON LSTA30 FROM TOP OF WALL JAMB STUDS 1/4" X 1 3/4" TITENS) \ STRAP W/ (11) 10d TO EXTERIOR SHEATHING SOLID BLOCKING U.N.O. » \ 7 FLOOR TRUSS PER STUDS ABOVE PLATE FLOOR TRUSS SEE TO BOT. RIBBON, NAIL FROM TOP OF WALL UNDER COLUMN PLAN U.N.O. FRAMING PLAN FOR PER PLAN IF HEADER IS UPSET TO BOT. RIBBON, NAIL ABOVE PROVIDE SOLID CONNECTION INFO.. (2) 2x SILL AT WINDOW AND WINDOW IS PER PLAN BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS11 FOR FLOOR GIRDER OR w/ 2x CRIPPLE STUDS LOWER: (1) 2x SILL OR LVL GIRDER COL. EVEN WITHIN MORE INFO BEAM; SEE PLAN AT EA. END NAILED TO PLATE w/ (2) 10d MASONRY WALL SEE FLOOR TRUSS STUD PACK w/ 10d TOENAILS. EXT. NOTE: ALL FLOOR PLAN FOR MORE INFO NAILS @ 8" O.C. THEN HEADER OPENINGS TRUSSES TO BE P.T. IFSTUDS @ 16" O.C. LESS THAN 4FT:(1) 2x NO MOISTURE fis-04TYPICAL GIRDER COL. CONNECTION fiso TYPICAL GIRDER COL. @ HIGH BEAM ATTACH SILL w/ (2) 10d SILL PLATE w/ (2) 10d BARRIER (FELT PAPER TOE NAILS AT EA. END TOENAILS. OPENING OR SIM) IS PROVIDED 3/4"=1'-0" 3/4"=1'-0° OF SILL (MAX OPEN'G LARGER THAN 4FT: (2) REFER TO PLAN FOR WIDTH 4'-0" ). USE A35 2x SILL PLATE w/ A35 (2) 2x SILL AT WINDOW 2x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x w/ 2x CRIPPLE STUDS BUILT-UP COLUMN SEE PLAN FOR MORE INFO. (2) SIMPSON LSTA18 OPENINGS GREATER CRIPPLES @ 16" O.C. AT EA. END NAILED TO STRAPS CENTERED @ THAN 4' BUT LESS w/ (2) 10d TOENAILS STUD PACK w/ 10d BEARING WALL PER FLOOR W/ (14) 10d THAN 6' T&B (PLYWOOD A A NAILS @ 8" O.C. THEN PLAN BEYOND SEE FLOOR FRAMING NAILS SIMPS. MSTAM36 w/ SHEATHING REQ'D STUDS @ 16" O.C. COLUMNS PLAN FOR FLOOR (7) 10d NAILS & (4) 1/4" T&B) ATTACH SILL w/ (2) '10d MID -HEIGHT BLOCKING SYSTEM INFO. 7 x 2 1/4" TITENS- IF »TOE NAILS AT EA. END PER BEARING WALL FLOOR TRUSSES ARE SEPARATE SHEATHING »» UNDER WINDOW OF SILL (MAX OPEN'G SCHEDULE ATTACH 2x STUDS W/ (3) 2x STUDS 20"- 26" DEEP, USE WIDTH 4' 1/2" DIA. THREADED (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. SIMPS. MSTCM60 R CLIP AT EA. USE A END FOR ROD WITHIN 6" FROM STRAPS CENTERED @ STRAP w/(20) 16d OPENINGS GREATER COL; SEE BRG WALL/ FLOOR w/ (14) 10d SINKERS & (14) 1/4" X 2 » THAN 4' BUT LESS 2 -STORY WALL NAILS ' ' CALIFORNIA CORNER A -A 1/4" TITENS INSTEAD. " (2) SIMPSON LSTA18 FR / THAN 6' SECTION FOR MORE STRAPS CENTERED @ (IF TITENS ARE NOT IN (2) SIMPSON META16 LINTEL COURSE OR \ . INFO. FLOOR TRUSS TO ` `•` FLOOR W/ (14) 10d 2x TOP &BOT� SIMPSON LSTA30 w/ - NAILS INTO FILLED CELL USE \ (11) 10d TO STUDS REFER TO MASONRY WALL 1/4" X 1 3/4" TITENS "R FOUNDATION PLAN ) »» \ RIBBONS, CONT. ABOVE PLATE U.N.O. FOR FTG. (3) 2x STUD PACK NOTE: ALL FLOOR EXT. SHEATHING ATTACH PER NAILING TRUSSES TO BE P.T. IF " INFORMATION FLUSH W/ FACE OF SCHEDULE MASONRY ATTACHED NO MOISTURE PER NAILING ATTACH 2x STUDS W/ BARRIER (FELT PAPER SCHEDULE; PROVIDE (2) 16d NAILS @ 6" O.C. (4) 2x STUDS OR SIM) IS PROVIDED SEE FRAMING PLAN 1/8" GAP BETWEEN IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR SHEATHING AND STANDARD CORNER A -A FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE CMU WALL BELOW PER DETAIL INCDICATED ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING MASONRY WALL PER SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR BELOW JAMBS FLOOR SYSTEM DRAFT SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d REQ'D ON EITHER SIDE OF WALL. IF WF02/ STOPPING AT 1000 SQ PLAN SD6 IS INDICATED BASE STRAPS ARE REQ'D FT MAX: DRAFT SINKERS AND (14) Y4'X2 A__STOPPING MATERIALS MIN THICKNESS SHALLAS4TYPICAL TWO STORY COL. @ GIRDER SO 2nd FLOOR CORNER FRAMING ATTACHMENT BE 1/2" GYP BOARD OR 3/4"=1'4" 3/4"=1'-0" 15/32" OR 7/16" OSB, ATTACH TO FLOOR SHEATHING PER SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER TRUSS w/ 8d NAILS AT 3!4" FLOOR SHEATHING 3/4" FLOOR SHEATHING 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 FRAMING PLAN FOR @ 48" O.C. W/ (2) 12d ASPACING AND GRADE SPACING AND GRADE SOLID BETWEEN SPACING AND GRADE TOENAILS EACH ENID AND SEE ARCH PLAN SYS. 42 FLOOR AND SEE ARCH PLAN RIBBONS w/ SIMPSON AND SEE ARCH PLAN GIRDER TRUSS PER TO VERIFY SIZE TRUSSES @ 24" O.C. TO VERIFY SIZE A35 EA. END TO VERIFY SIZE PLAN 2x4 #2 SYP ANGLE 2x BLOCKING FOR — AGAINST TRUSS --- (2 BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ SHEATHING/ DRYWALL (2) 12d @ 12" O.C. 2x BOTTOM PLATE W/ VERTICAL @ 48" O.C. (2) 12d @ 12" O.C. ATTACHMENT w/ (2) 12d (2) 12d @ 12" O.C. W/ (3) 12d NAILS EACH 114TOENAILS EA. END END �- PRE -ENG FLOOR 2x SYP #2 RIBBON (MIN TRUSS OR FIELD 2x SYP #2 RIBBON (MIN 2x4) TO TRUSS w/ (4) FRAME 2x4 KNEE 2x4) TO TRUSS w/ (4) 16d NAILS; BOTTOM WALL, STUDS@ 16" 16d NAILS; BOTTOM RIBBON TO BE PT IF SYS. 42 FLOOR RIBBON TO BE PT IF O.C. W/ (2) 16d NAILS @ BRG DIRECTLY ON BRG DIRECTLY ON CONC. SLAB - TRUSSES @ 24" O.G. EACH END SEE SEE FOUNDATION (MAX) CONNECTOR CMU CMU (2) ROWS 8d NAILS @ SEE TRUSS LAYOUT PLAN FOR MORE INFO 1/2" GYP. CLG BD OR - SCHEDULE FOR 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL FOR HANGER (2) 5/8" TYPE "X" WHIENI CONNECTION (2) 5/8" TYPE "X" WHEN 3" O.C. WALL SHEATHING TO EA. IN GARAGE I (1) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON MASONRY WALL PER 3" O.C. WALL MASONRY WALL PER �' BOTTOM RIBBON SIMPSON META16 AT CANTILEVER PLAN SHEATHING TO PLAN MASONRY OR MTS12 BOTTOM PLATE 1/8" GAP BETWEEN AT WOOD NOTE: ALL FLOOR SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR SHEATHING & CMU DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE MASONRY OR FRAME WALL PER PLAN NO MOISTURE BARRIER (FELT PAPER - 2x4 PT SILL PLSEE CONNECTION BARRIER T IF BARRIER (FELT PAPER (FELT PAPER MASONRY I MASONRY WALL OL--E- ON EEON BOTH SIDES OF THE WALL PLAN FOR MORE INFO SO HEADER CONNECTION @ 2nd FLOOR 3/4"=1'-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 NOTE: ALL FLOOR PRE-ENGINEERED TRUSSES TO BE P.T. IF ROOF TRUSS -SEE I MUJJ J 1 Mmr - JCC PRE-ENGINEERED FRAMING PLAN FOR ROOF TRUSS - SEE JOR SIM) IS PROVIDED NO MOISTURE FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR `-- TRUSS PER PLAN BARRIER (FELT PAPER LOCATION & SPACING LOCATION & SPACING PRE-ENGINEERED OR SIM) IS PROVIDED STRUCTURAL COL PER ROOF TRUSSES AT 24" TRUSS STRAP - SEE STRUCTURAL COL PER PLAN FOR SIZE AND O.C. FRAMING PLAN FOR .. PLAN FOR SIZE AND REQ'D # OF STUDS IL REQ'D # OF STUDS - SEE ARCH DWGS FOR 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 CONNECTIONS ; SIMPSON MSTAM36 ": DOUBLE 2x TOP PLATE DOUBLE 2x TOP PLATE SOLID SHEATHING @ TYPICAL TRUSS TO STRAP W/ (10) 10d TO 2x BOTTOM PLATE 2x BOTTOM PLATE HEADER FRAME CONNECTION. STUDS & (8) 1/4" X 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING SIMPSON SP4 w/ (6) 10d SEE STANDARD 2-1/4" TITEN SCREWS F�< x1-1/2" 24" O.C. USE ATTACHED PER ATTACHED PER < @ ( CONNECTOR NOTES TO LINTEL COURSE. NAILING SCHEDULE NAILING SCHEDULE SIMPSON LSTA30 StiFFT SP6 @ 2x6 STUDS & SIMPSON LSTA30 USE SIMPSON STRAP (MAX 10° SP8 @ 2x8 STUDS) STRAP (MAX 10° MSTCM60 STRAP W/ ANGLE) W/ (22) 10d ANGLE) W/ (22) 10d REFER TO PLAN FOR (20) 16d SINKERS & (14) " NAILS. BEND STRAP NAILS. BEND STRAP BUILT-UP COLUMN 1/4" X 2-1/4" TAPCONS OVER TOP PLATE MIN. ; (2) 2x SPF TOP PLATE OVER TOP PLATE MIN. INFO. FOR TRUSSES 20" TO » 3", THEN RUN DOWN ; U.N.O. ON PLAN 3", THEN RUN DOWN PRE -ENG. FLOOR 26" DEEP FACE OF JAMB STUDS/ HEADER - SEE 2ND FACE OF JAMB STUDS/ SYSTEM - IF NO FLOOR (IF TITENS ARE NOT IN \ HEADER FLOOR PLAN FOR MIN. HEADER LINTEL COURSE OR » EXTERIOR SHEATHING HEADER SIZE & REQ'D SYSTEM INSTALL \ KNEEWALL &PROVIDE INTO FILLED CELL USE (1) SIMPSON LSTA30 FROM TOP OF WALL JAMB STUDS 1/4" X 1 3/4" TITENS) \ STRAP W/ (11) 10d TO EXTERIOR SHEATHING SOLID BLOCKING U.N.O. » \ 7 FLOOR TRUSS PER STUDS ABOVE PLATE FLOOR TRUSS SEE TO BOT. RIBBON, NAIL FROM TOP OF WALL UNDER COLUMN PLAN U.N.O. FRAMING PLAN FOR PER PLAN IF HEADER IS UPSET TO BOT. RIBBON, NAIL ABOVE PROVIDE SOLID CONNECTION INFO.. (2) 2x SILL AT WINDOW AND WINDOW IS PER PLAN BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS11 FOR FLOOR GIRDER OR w/ 2x CRIPPLE STUDS LOWER: (1) 2x SILL OR LVL GIRDER COL. EVEN WITHIN MORE INFO BEAM; SEE PLAN AT EA. END NAILED TO PLATE w/ (2) 10d MASONRY WALL SEE FLOOR TRUSS STUD PACK w/ 10d TOENAILS. EXT. NOTE: ALL FLOOR PLAN FOR MORE INFO NAILS @ 8" O.C. THEN HEADER OPENINGS TRUSSES TO BE P.T. IFSTUDS @ 16" O.C. LESS THAN 4FT:(1) 2x NO MOISTURE fis-04TYPICAL GIRDER COL. CONNECTION fiso TYPICAL GIRDER COL. @ HIGH BEAM ATTACH SILL w/ (2) 10d SILL PLATE w/ (2) 10d BARRIER (FELT PAPER TOE NAILS AT EA. END TOENAILS. OPENING OR SIM) IS PROVIDED 3/4"=1'-0" 3/4"=1'-0° OF SILL (MAX OPEN'G LARGER THAN 4FT: (2) REFER TO PLAN FOR WIDTH 4'-0" ). USE A35 2x SILL PLATE w/ A35 (2) 2x SILL AT WINDOW 2x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x w/ 2x CRIPPLE STUDS BUILT-UP COLUMN SEE PLAN FOR MORE INFO. (2) SIMPSON LSTA18 OPENINGS GREATER CRIPPLES @ 16" O.C. AT EA. END NAILED TO STRAPS CENTERED @ THAN 4' BUT LESS w/ (2) 10d TOENAILS STUD PACK w/ 10d BEARING WALL PER FLOOR W/ (14) 10d THAN 6' T&B (PLYWOOD A A NAILS @ 8" O.C. THEN PLAN BEYOND SEE FLOOR FRAMING NAILS SIMPS. MSTAM36 w/ SHEATHING REQ'D STUDS @ 16" O.C. COLUMNS PLAN FOR FLOOR (7) 10d NAILS & (4) 1/4" T&B) ATTACH SILL w/ (2) '10d MID -HEIGHT BLOCKING SYSTEM INFO. 7 x 2 1/4" TITENS- IF »TOE NAILS AT EA. END PER BEARING WALL FLOOR TRUSSES ARE SEPARATE SHEATHING »» UNDER WINDOW OF SILL (MAX OPEN'G SCHEDULE ATTACH 2x STUDS W/ (3) 2x STUDS 20"- 26" DEEP, USE WIDTH 4' 1/2" DIA. THREADED (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. SIMPS. MSTCM60 R CLIP AT EA. USE A END FOR ROD WITHIN 6" FROM STRAPS CENTERED @ STRAP w/(20) 16d OPENINGS GREATER COL; SEE BRG WALL/ FLOOR w/ (14) 10d SINKERS & (14) 1/4" X 2 » THAN 4' BUT LESS 2 -STORY WALL NAILS ' ' CALIFORNIA CORNER A -A 1/4" TITENS INSTEAD. " (2) SIMPSON LSTA18 FR / THAN 6' SECTION FOR MORE STRAPS CENTERED @ (IF TITENS ARE NOT IN (2) SIMPSON META16 LINTEL COURSE OR \ . INFO. FLOOR TRUSS TO ` `•` FLOOR W/ (14) 10d 2x TOP &BOT� SIMPSON LSTA30 w/ - NAILS INTO FILLED CELL USE \ (11) 10d TO STUDS REFER TO MASONRY WALL 1/4" X 1 3/4" TITENS "R FOUNDATION PLAN ) »» \ RIBBONS, CONT. ABOVE PLATE U.N.O. FOR FTG. (3) 2x STUD PACK NOTE: ALL FLOOR EXT. SHEATHING ATTACH PER NAILING TRUSSES TO BE P.T. IF " INFORMATION FLUSH W/ FACE OF SCHEDULE MASONRY ATTACHED NO MOISTURE PER NAILING ATTACH 2x STUDS W/ BARRIER (FELT PAPER SCHEDULE; PROVIDE (2) 16d NAILS @ 6" O.C. (4) 2x STUDS OR SIM) IS PROVIDED SEE FRAMING PLAN 1/8" GAP BETWEEN IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR SHEATHING AND STANDARD CORNER A -A FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE CMU WALL BELOW PER DETAIL INCDICATED ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING MASONRY WALL PER SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR BELOW JAMBS FLOOR SYSTEM DRAFT SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d REQ'D ON EITHER SIDE OF WALL. IF WF02/ STOPPING AT 1000 SQ PLAN SD6 IS INDICATED BASE STRAPS ARE REQ'D FT MAX: DRAFT SINKERS AND (14) Y4'X2 A__STOPPING MATERIALS MIN THICKNESS SHALLAS4TYPICAL TWO STORY COL. @ GIRDER SO 2nd FLOOR CORNER FRAMING ATTACHMENT BE 1/2" GYP BOARD OR 3/4"=1'4" 3/4"=1'-0" 15/32" OR 7/16" OSB, ATTACH TO FLOOR SHEATHING PER SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER TRUSS w/ 8d NAILS AT 3!4" FLOOR SHEATHING 3/4" FLOOR SHEATHING 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 FRAMING PLAN FOR @ 48" O.C. W/ (2) 12d ASPACING AND GRADE SPACING AND GRADE SOLID BETWEEN SPACING AND GRADE TOENAILS EACH ENID AND SEE ARCH PLAN SYS. 42 FLOOR AND SEE ARCH PLAN RIBBONS w/ SIMPSON AND SEE ARCH PLAN GIRDER TRUSS PER TO VERIFY SIZE TRUSSES @ 24" O.C. TO VERIFY SIZE A35 EA. END TO VERIFY SIZE PLAN 2x4 #2 SYP ANGLE 2x BLOCKING FOR — AGAINST TRUSS --- (2 BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ SHEATHING/ DRYWALL (2) 12d @ 12" O.C. 2x BOTTOM PLATE W/ VERTICAL @ 48" O.C. (2) 12d @ 12" O.C. ATTACHMENT w/ (2) 12d (2) 12d @ 12" O.C. W/ (3) 12d NAILS EACH 114TOENAILS EA. END END �- PRE -ENG FLOOR 2x SYP #2 RIBBON (MIN TRUSS OR FIELD 2x SYP #2 RIBBON (MIN 2x4) TO TRUSS w/ (4) FRAME 2x4 KNEE 2x4) TO TRUSS w/ (4) 16d NAILS; BOTTOM WALL, STUDS@ 16" 16d NAILS; BOTTOM RIBBON TO BE PT IF SYS. 42 FLOOR RIBBON TO BE PT IF O.C. W/ (2) 16d NAILS @ BRG DIRECTLY ON BRG DIRECTLY ON CONC. SLAB - TRUSSES @ 24" O.G. EACH END SEE SEE FOUNDATION (MAX) CONNECTOR CMU CMU (2) ROWS 8d NAILS @ SEE TRUSS LAYOUT PLAN FOR MORE INFO 1/2" GYP. CLG BD OR - SCHEDULE FOR 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL FOR HANGER (2) 5/8" TYPE "X" WHIENI CONNECTION (2) 5/8" TYPE "X" WHEN 3" O.C. WALL SHEATHING TO EA. IN GARAGE I (1) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON MASONRY WALL PER 3" O.C. WALL MASONRY WALL PER �' BOTTOM RIBBON SIMPSON META16 AT CANTILEVER PLAN SHEATHING TO PLAN MASONRY OR MTS12 BOTTOM PLATE 1/8" GAP BETWEEN AT WOOD NOTE: ALL FLOOR SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR SHEATHING & CMU DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE MASONRY OR FRAME WALL PER PLAN NO MOISTURE BARRIER (FELT PAPER - 2x4 PT SILL PLSEE CONNECTION BARRIER T IF BARRIER (FELT PAPER (FELT PAPER MASONRY I MASONRY WALL OL--E- ON EEON BOTH SIDES OF THE WALL PLAN FOR MORE INFO SO HEADER CONNECTION @ 2nd FLOOR 3/4"=1'-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 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. IF SHEATHING IS NOT CONTINUOUS TO BOTTOM OF FLOOR TRUSS,CONTRACTOR TO INSTALL SIMPSON LSTA18 STRAPS FROM EA. STUD TO TRUSS 2x12 #2 SYP CONT. LEDGER W/ (3) 1/4"x4-1/2" SDS SCREWS (EQUALLY SPACED VERTICALLY) SEE PLAN @ 24" O.C. AND @ EA. END VERTICAL (MIN. 2" FROM T&B) SEE WS10/SD5 FOR ADDITIONAL INFO F01 TYPICAL BALCONY FRAMING 3/4"=1'-0" 1 OR SIM) IS PROVIDED KNEEWALL JOR SIM) IS PROVIDED SCHEDULE IOR SIM) IS PROVIDED `-- TRUSS PER PLAN SIMPSON SP4 w/ (6) 10d w W TYPICAL TWO STORY SECTION fisf TWO STORY PARALLEL FLOOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTION fiSlk FLOOR TRUSS TO GIRDER CONNECTION 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. IF SHEATHING IS NOT CONTINUOUS TO BOTTOM OF FLOOR TRUSS,CONTRACTOR TO INSTALL SIMPSON LSTA18 STRAPS FROM EA. STUD TO TRUSS 2x12 #2 SYP CONT. LEDGER W/ (3) 1/4"x4-1/2" SDS SCREWS (EQUALLY SPACED VERTICALLY) SEE PLAN @ 24" O.C. AND @ EA. END VERTICAL (MIN. 2" FROM T&B) SEE WS10/SD5 FOR ADDITIONAL INFO F01 TYPICAL BALCONY FRAMING 3/4"=1'-0" 1 \ 3/4"=1'-0" NOTE: ALL FLOOR FOR FLOOR ° HEADER TRUSSES TO BE P.T. IF C SIMPSON SP4 w/ (6) 10d w W NO MOISTURE x1-1/2" @ 24" O.C. (USE HANDRAIL BY OTHERS tiFFT BARRIER (FELT PAPER HEADER CONNECTION @ 2nd FLOOR HIGH BM 0 OR SIM) IS PROVIDED z - N IL --- I - SEE ARCH DWGS FOR � 0Uj (2) 2x SPF TOP PLATE TOPPING INFO U.N.O. ON PLAN � HEADER - SEE 2ND W w FLOOR PLAN FOR MIN. 3/4" PLYWOOD FLOOR SLOPE DECKING ATTACHED PER NAILING CONTRACTOR TO PROVIDE ADEQUATE _ ^ • WATERPROOFING. NO '�. CONCRETE SLAB E PERMITTED 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" I \� 3/4"=1'-0" 3/4"=1'-0" LU O 0 - Of U W IF HEADER IS UPSET _? j AND WINDOW IS m W LOWER: (1) 2x SILL Q PLATE w/ (2) 10d ❑_ TOENAILS. EXT. HEADER OPENINGS _ LESS THAN 4FT:(1) 2x LL Uj co SILL PLATE w/ (2) 10d TOENAILS. OPENING O ud 00 LARGER THAN 4FT: (2)Z ®��` °f`�®••O"•°•.� �'o V a 2x SILL PLATE w/ A35 O Q`T.•� •'•° V� ®; Z CLIPS EACH SIDE w/ 2x p ®20 0 ®� CRIPPLES @ 16" O.C.--• _j- w/ (2) 10d TOENAILS S v ccro Z ) z coz ❑ T&B (PLYWOOD d. > v) �••° O .=} of SHEATHING REQ'D w yd, ••r �`e W O T&B) �� c9 •• e® m i ass° Q SOLID SHEATHING @ Z p FOR FLOOR ° HEADER F C SIMPSON SP4 w/ (6) 10d w W FLOOR GRIDER OR x1-1/2" @ 24" O.C. (USE ' tiFFT SP6 @ 2x6 STUDS & HEADER CONNECTION @ 2nd FLOOR HIGH BM 0 SP8 @ 2x8 STUDS) N 11 Z 00 (2) 2x SPF TOP PLATE _O U.N.O. ON PLAN � HEADER - SEE 2ND W Z FLOOR PLAN FOR MIN. _ HEADER SIZE & REQ'D LO JAMB STUDS w O O U C� Z LU O 0 - Of U W IF HEADER IS UPSET _? j AND WINDOW IS m W LOWER: (1) 2x SILL Q PLATE w/ (2) 10d ❑_ TOENAILS. EXT. HEADER OPENINGS _ LESS THAN 4FT:(1) 2x LL Uj co SILL PLATE w/ (2) 10d TOENAILS. OPENING O ud 00 LARGER THAN 4FT: (2)Z ®��` °f`�®••O"•°•.� �'o V a 2x SILL PLATE w/ A35 O Q`T.•� •'•° V� ®; Z CLIPS EACH SIDE w/ 2x p ®20 0 ®� CRIPPLES @ 16" O.C.--• _j- w/ (2) 10d TOENAILS S v ccro Z ) z coz ❑ T&B (PLYWOOD d. > v) �••° O .=} of SHEATHING REQ'D w yd, ••r �`e W O T&B) �� c9 •• e® m i ass° Q 3/4"=1'-0" 1\\,� COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited v�LD =1'-0" LD U LU 06 Ogg a ziH J O .. C am: Z 6 2 C L` SEE FRAMING PLAN FOR FLOOR ° CONNECTION u F C a FLOOR GRIDER OR BEAM u C C HEADER CONNECTION @ 2nd FLOOR HIGH BM 0 3/4"=1'-0" 1\\,� COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited v�LD =1'-0" LD U LU 06 Ogg a ziH J O .. C am: Z 6 2 SD5 Noma �� U • Q 1�,1 Z 0 CO 11 � 00 0 � Z I— a z�O O Q LLI 0 1 00 0 N IM 0 J Z W Q 0 0 In > STRUCTURAL ENG: CFG / BAD DRAFTING: ) -STRUCT: TNT QC CHECK: MB --.......... = JOB No. TM - 2153128 SCALE: a AS INDICATED i DATE: 09/19/2016 SD5 2x BRG WALL W/ 2x BRG WALL W/ CONNECTED w/ MTS12 SIMPSON SP2 @ TOP & SIMPSON SP2 @ TOP & 2x8's MIN. SPF #2 SP1 @ BASE. LSTA18 (2) 2x BASE PLATE w/ SPI @ BASE. LSTA18 O.C. MAX (U.N.O.) OR MTS12 MAY BE (2) 12d NAILS @ 12" OR MTS12 MAY BE 12d NAILS @ 12" O.C. USED @ BASE O.C. USE SIMPSON USED @ BASE.(WHEN MSTAM24 EA. SIDE EXTERIOR SHEATHING MTS12 OR LSTA18 TO WALL IS CONT. BRG ON EA. STUD TO WALI ATTACH PER NAILING BLOCKING BELOW. TRUSS STRAP STUDS BELOW W/ (9) 10d SCHEDULE 2x BLOCKING W/ (2) 12d NOT REQ'D IF STUD IS w/ LSTA18 no 16" O C NAILS AND (5) 1/4": TOENAILS EACH END CONNECTED w/ MTS12 TO TRUSS BELOW) 3/4" TAPCONS PEF PLATE W/ 1/2" EPDXY 2x BASE PLATE W/ (2) OR LSTA18 3/4" FLOOR SHEATHING STRAP; CENTER 2x4 CONT. W/ (2) 12d 12d NAILS @ 12" O.C. @ 3" O.C. ATTACHED PER STRAP BETWEEN WINDOW ATTACHMENT MORE INFO MAX 5" FROM KING STUD 2x BLOCKING W/ (2) 12d NAILING SCHEDULE MASONRY WALL A SHEATHING TO 3/4" FLOOR SHEATHING TOENAILS EACH END FLOOR TRUSS PER FRAME WALL END ATTACHED PER (2) 2x4 #2 SYP PLAN 2x8 #2 SYP P.T. SII (2) 2x4 #2 SYP NAILING SCHEDULE BLOCKING w/ SIMPSON PARALLEL TO WALL PLATE w/ 1/2" EPO BLOCKING w/ SIMPSON CONT. #5 IN TIE BEAM HUC24-2 EACH END, REVIEW THREADED ROD SPACING ANCHOR BOLT 01 HUC24-2 EACH END, EXT. FINISH PER USE (4) 10d & (2) 10d 1 J -BOLT W/ MIN. 7" USE (4) 10d & (2) 10d ARCHS NAILS. UNDER SFE PLAN EMBED. 32" O.0 NAILS. UNDER SEE PLAN WINDOW JAMBS ONLY UNDER 2ND STORY COLUMNS, PROVIDE FROM EA.END FROM WINDOW JAMBS USE 1 1 (2) 2x6 w/ HUC26-2. 1 LOW ROOF TRUSS SEE SEE ARCHS FOR LOW ROOF TRUSS SEE --- FLOOR TRUSS PER TRUSS PLAN FOR W FURRING AND INTERIOR FINISH TRUSS PLAN FOR PLAN CONNECTIONS (IF 1 1 CONNECTIONS 1 TRUSS IS CONT. BRG -- O MASONRY (SHOWN) ON MASONRY USE MASONRY (SHOWN) MASONRY WALL P H OR WOOD WALL PER META16 @ 24" O.C. OR OR WOOD WALL PER PLAN PLAN ON WOOD USE HGA 11 PLAN CLIPS @ 24 O.C.) SECTION @ RAISED HEEL TRUSS S1 SECTION @ COMBO TRUSS FO WALL SPLICE DETAILS (2) 2x SYP #2 COLUK 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'-011 """'^r^ ^\' OTHERS LEDGER AT GIRDER NOT USED PLAN ISIMPSON H2.5 EA, TRUSS 1/2"=l. -O.. EXTERIOR SHEATHI" FROM TOP OF WALL TO BOTTOM OF SILL PLATE ATTACH PER NAILING SCHEDULE ROOF SHEATHING ATTACH PER NAILIN 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" i FROM EA. END - USE (3) SCREWS FOR 24" I SIMPSON LUS26. Uc RECESS LEDGER INTO O.C. LUS26-2 FOR 2PLY ITRUSS. VERIFY W/ _ I TRUSS TRUSS SHOP R PLAN IDRAWINGS� 2x8 SYP #2 LEDGER MIN. (4) 16d NAILS T EACH STUD (AT EACH SIDE OF G.T. USE (4) OPT. TRUSS RECESS LEDGER 16d NAILS) LEDGER @ OPEN TO BELOW 1-1/2"=1'-011 1 3/4"=1'-0" EXTERIOR SHEATHING - FROM TOP OF WALL TO BOTTOM OF SILL PLATE ATTACH PER NAILING SCHEDULE ROOF SHEATHING ISIMPSON H2.5 EA. I ATTACH PER NAILING TRUSS SCHEDULE PRE-ENGINEERED TRUSS PER PLAN = 2x6 #2 SYP CONT. LEDGER W/ (2) Y4"x3-1/2" ( SIMPSON LUS26. USE — SDS WOOD SCREWS @ RECESS LEDGER INTO LUS26-2 FOR 2PLY ITRUSS. VERIFY W/ 16" O.C. MAX. & 3" TRUSS TRUSS SHOP - FROM EA. END - USE (3) IDRAWINGS� 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 O16d NIS) LEDGER @ LOW ROOF 3/4"=1'-0" EXT. FINISH PER ARCHS SHEATHING PER DETAIL WF10/D4 2x8 MIN. SPF #2 @ 16" O.C. - SEE FRAMING PLAN FOR MORE INFO 2x4 BLOCKING BETWEEN STUDS W/ (2) 12d TOE NAILS EACH END ATTACH SHEATHING 2x8 #2 SYP P.T. SILL 2x8 #2 SPF MIN STUDS TO BOTTOM PLATE PLATE W/ 1/2" EPDXY THREADED ROD SEE BEARING 12 W/ (1) ROW 8d NAILS ANCHOR BOLT OR 2x4 CONT. W/ (2) 12d BOTTOM OF TRUSS/ @ 3" O.C. J -BOLT W/ MIN. 7" WINDOW ATTACHMENT MORE INFO MAX 5" FROM KING STUD EMBEDMENT @ 32" W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d SHEATHING ISN'T CONT. SHEATHING TO O.C. & 3" FROM EACH REQ'D FROM STUDS TO OVERLAP BOTTOM END SEE CHART FOR REQUIRED JACKS / SEE LD02/SD4 FOR PLATE 1 1/4" (MIN.) MORE INFO IF TRUSSES ARE 1x PT NAILER AS REQ'D PARALLEL TO WALL SHEATHING ATTACHED PER ROOF SHEATHING CONT. #5 IN TIE BEAM ATTACHED PER REVIEW THREADED ROD SPACING -_ haw EXT. FINISH PER am 1 BOTTOM OF FLOOR SYSTEM FOR MORE INFO ARCHS 1 1 F12� SECTION @ OPEN TO ABOVE 2x8 #2 SYP SILL PLATE WIY2" EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END (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 TRUSS DIRECTION & MORE INFO FLOOR TRUSS; SEE FLOOR GIRDER SEE FRAMING PLAN FOR PLAN FOR DIRECTION AND CONNECTION CONNECTION DETAIL MASONRY WALL PER PLAN EXT. SHEATHING 2x4 NAILER W/ (2) ATTACH PER NAILING 10d NAILS @ 16" 0 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 CONNECTION BASE 2x4 BOTTOM PLAT SHEATHING CONT. TO 2x4 BLOCKS, (2) 16d 2nd STORY WALL NAILS @ EACH END. BOTTOM PLATE BLOCK ADJACENT ATTACH PER NAILING BAYS @ EACH SCHEDULE DIAGONAL AS SHOWN. • FASTEN ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. (5) 16d NAILS BRACE TO BLOCKING PROVIDE 2x4 BRACE TO EACH ADJACENT DIAGONAL, FASTEN TO DIAGONAL W/ (2) 16d NAILS IF SHEATHING IS NOT CONNECT TO DOUBLE CONTINUOUS TO BASE TOP PLATE W/ 16d TRUSSES PER PLAN C 6" O. . PLATE, SP8 TOP AND NAILS @ O.S.B. TO OVERLAP BOTTOM ARE REQ'D BOTTOM PLATE 1 1/4" WALL BRACING @ 48" (MIN.) O.C. MAX. 45° FROM C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE 2x LEDGER TO UPPER HORIZONTAL (+/- 10') FLOOR WALL W/ BRACE NOT REQUIRED 2x BEARING WALL 1/4" X 3-1/2" SIMPSON 6' FROM EAVES. WITH ROOF LOAD SDS SCREW @ 16" O.C. fiF1' BRACING @ 2 STORY FRAME WALL 1"=1'-0" PRE ENGINEERED TRUSSES @ 24" O.C. MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE O.H. 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 2x #2 SPF STUDS @ 16" THREADED ROD SEE BEARING 12 AT OPENING LARGER THAN 4'-2" ATTACH TOP PER PLAN 2x4 CONT. W/ (2) 12d BOTTOM OF TRUSS/ NAILS TO EACH STUD GIRDER SEE PLAN FOR 2x8 #2 SYP SILL PLATE WIY2" EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END (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 TRUSS DIRECTION & MORE INFO FLOOR TRUSS; SEE FLOOR GIRDER SEE FRAMING PLAN FOR PLAN FOR DIRECTION AND CONNECTION CONNECTION DETAIL MASONRY WALL PER PLAN EXT. SHEATHING 2x4 NAILER W/ (2) ATTACH PER NAILING 10d NAILS @ 16" 0 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 CONNECTION BASE 2x4 BOTTOM PLAT SHEATHING CONT. TO 2x4 BLOCKS, (2) 16d 2nd STORY WALL NAILS @ EACH END. BOTTOM PLATE BLOCK ADJACENT ATTACH PER NAILING BAYS @ EACH SCHEDULE DIAGONAL AS SHOWN. • FASTEN ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. (5) 16d NAILS BRACE TO BLOCKING PROVIDE 2x4 BRACE TO EACH ADJACENT DIAGONAL, FASTEN TO DIAGONAL W/ (2) 16d NAILS IF SHEATHING IS NOT CONNECT TO DOUBLE CONTINUOUS TO BASE TOP PLATE W/ 16d TRUSSES PER PLAN C 6" O. . PLATE, SP8 TOP AND NAILS @ O.S.B. TO OVERLAP BOTTOM ARE REQ'D BOTTOM PLATE 1 1/4" WALL BRACING @ 48" (MIN.) O.C. MAX. 45° FROM C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE 2x LEDGER TO UPPER HORIZONTAL (+/- 10') FLOOR WALL W/ BRACE NOT REQUIRED 2x BEARING WALL 1/4" X 3-1/2" SIMPSON 6' FROM EAVES. WITH ROOF LOAD SDS SCREW @ 16" O.C. fiF1' BRACING @ 2 STORY FRAME WALL 1"=1'-0" PRE ENGINEERED TRUSSES @ 24" O.C. MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE O.H. PER ELEV. PLATES U.N.O. 2x #2 SPF STUDS @ 16" THREADED ROD SEE BEARING O.C. w/ EXT. SHEATHING AT OPENING LARGER THAN 4'-2" ATTACH TOP FROM TOP OF WALL TO O1/2" A BOTTOM OF TRUSS/ a GIRDER SEE PLAN FOR WINDOW ATTACHMENT MORE INFO MAX 5" FROM KING STUD INFO. IF WALL W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d SHEATHING ISN'T CONT. i LSTA18 STRAPS ARE REQ'D FROM STUDS TO IF PORTIONS OF THIS WALL GIRDER BELOW SEE CHART FOR REQUIRED JACKS / SEE LD02/SD4 FOR IF 2ND FLOOR HEADER SITS OVER 1ST MORE INFO IF TRUSSES ARE O PARALLEL TO WALL SHEATHING ATTACHED PER ROOF SHEATHING I ATTACHED PER REVIEW THREADED ROD SPACING NAILING SCHEDULE SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" (2) 2x SPF TOP Z i 0 �U W 111111111 PLATES U.N.O. EL THREADED ROD SEE BEARING AT OPENING LARGER THAN 4'-2" ATTACH TOP O1/2" A SCHEDULE ON FLOOR PLANS FOR a PLATE TO HEADER WITH LSTA12 BENT OVER 11 MORE INFO MAX 5" FROM KING STUD CO W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d i (2) 2x HEADER NAILS INTO HEADER IF PORTIONS OF THIS WALL SEE CHART FOR REQUIRED JACKS / IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. KINGS # OF STUDS TO MATCH O SEE FLOOR PLAN SHEATHING ATTACHED PER I 1 REVIEW THREADED ROD SPACING 1 haw am 1 BOTTOM OF FLOOR SYSTEM FOR MORE INFO 1 1 1 OIF UNDER 2ND STORY COLUMNS, PROVIDE 1 1 1 2 STORY INTERIOR BEARING WALL 1 UNDER 2ND STORY COLUMN LOCATION. 0O 111=1'-0" 1 W Z 1 1 1 0 -- O 0 H H j ry n - J STRUCTURAL ENG: CFG / BAD 2x STUDS SEE PLAN i -STRUCT: TNT STUDS ABOVE ARE J QC CHECK: MB 1 = JOB No. 1 1 TO ALIGN W/ STUDS 1 J DATE: 09/19/2016 1 1 1 BELOW 1 1 1 1 1 1 1 1 1 B 1 I 1 1 1 1 1 1 1 1 1 1 1 1 2x SPF BASE 1 PLATE 1 1 1 PRE-ENGINEERED 1 E D I I FLOOR SYSTEM 1 KNEEWALL OR BEAM (2) 2x SPF TOP 1 PLATES U.N.O. 1 1 1 1 1 1 1 1 1 1 (2) 2x HEADER 1 1 1 1 SEE FLOOR PLAN 1 � 1 1 FOR MORE INFO 1 1 2x STUDS SEE PLAN 1 STUDS ABOVE ARE TO i ; B ALIGN W/ STUDS BELOW 1 I 1 1 ' 2x P.T. BASE PLATE SEE BEARING SCHED. 1 1 1 1 FOR A.B. INFO 1 1 q 1 1 Z i 0 �U W 111111111 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. SA NF()RD I j1 °6AWOL I OM THREADED ROD SEE BEARING AT OPENING LARGER THAN 4'-2" ATTACH TOP O1/2" A SCHEDULE ON FLOOR PLANS FOR a PLATE TO HEADER WITH LSTA12 BENT OVER 11 MORE INFO MAX 5" FROM KING STUD CO W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d i r NAILS INTO HEADER IF PORTIONS OF THIS WALL SEE CHART FOR REQUIRED JACKS / IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. KINGS # OF STUDS TO MATCH O FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO haw am BOTTOM OF FLOOR SYSTEM FLOOR TRUSS DOES NOT ALIGN DIRECTLY 1 OIF UNDER 2ND STORY COLUMNS, PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM 2 STORY INTERIOR BEARING WALL UNDER 2ND STORY COLUMN LOCATION. 0O 111=1'-0" W 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. SA NF()RD I j1 °6AWOL W--1 OM .� C' r 0 O U 11 J F— CO i r J Z J 0 O haw am Z LD W �SSt U' ' Z J z j ... U Wl�bi ll zI 2 SD6 Q Z 0 t0 11 J F— CO 0 r J Z J 0 O haw �LO0 1 : 0000 04 0O W Z LL W >- 0 -- O 0 H H j ry n - J STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: TNT J QC CHECK: MB = JOB No. TM - 2153128 J SCALE: AS INDICATED .............. J DATE: 09/19/2016 SD6 STANDARD (3) 2X12 MIN. (3) 2x SYP #2 STRINGERS W/ W STUDS REQ'D @ END SIMPSON A34 CLIP TO H OF LANDING W/ MIN. (6) Q FLOOR SYSTEM 0 16d NAILS FROM LEDGER TO STUD PACK LINE UP 2xJOIST IN Z LINE WITH MIDDLE p STANDARD (3) 2X12 2x12 STRINGER TO BE cn STRINGERS W/ UTILIZED AS BLOCKING WLU SIMPSON A35 / A34 i Z `� CLIP TO FLOOR � ' 0 0 SYSTEM &LANDING � 2xJOISTS @LANDING N FRAMING ' @ 16"O.C. W/ SIMPSON Z a - z A35 OR LUS26 HANGER O z ON EACH SIDE p W W _� W op W i d 6" MIN. W �. 0 V Z . ... -._ -- (2) 2x BEAM PER 2xJOIST (P.T. IF J SCHEDULE REQ'D @ 4'-0" MAX ATTACHING TO _ m W END OF LANDING FOR WIDTH OF LAND NG MASONRY WALL) CONT _ Q STRINGERS TO MID SPAN BLOCKING LEDGER w/ (3) 16dZ in,r p CONNECT TO. BEAM TO MATCH JOIST NAILS @ 16" O.C. MAX. O TO BEAR DIRECTLY ON DEPTH W/ (3) 10d TO EACH STUD. ((2) 1/4" zLL TOENAILS EACH END @ �"%A I®®® �t BUILT UP COLUMNS x 3 1/2" TITENS 16" � �'e�tltt/ W Cf) LL E'ELOW MASONRY WALL) 10" MIN. O®����C.••®�.•®�b3�,'�2i00 A -A PLAN VIEW C�? 90 DEGREE TURN LANDING z �,.•.. , ;l %tS • Z ®4�®,�4�, o SEE SCHEDULE FOR MAX WIDTH OF LANDING LLI . w STUDS REQ'D @ END w> Z coO: ® W 3/4" PLYWOOD OR OSB •®• Q 16 LANDING O MIN. (6) SEE PLAN FOR DEPTH SHEATHING OVER W •••••• ••••• �®`®�� O 16d NAILS FROM = s LL LEDGER TO STUD OF LANDING LANDING ATTACHED STAIR WINDER D ETAI L PACK PER GENERAL FLOOR '' ®®11111t1q �� m ~ CONSTRUCTION /...... NOTES Q i' MID SPAN BLOCKING TO MATCH JOIST PLYWOOD SHEATHING O 2xJOIST LEDGER P.T. OVER LANDING W DEPTH W/ (3) 10d ( STANDARD (3) 2X12 ' TOENAILS EACH END IF ATTACHING TO ATTACHED PER r. s' SYP #2 STRINGERS W/ MASONRY WALL) GENERAL FLOOR ,�, CONSTRUCTION U l ill �j o SIMPSON A34 / A35 CLIP TO FLOOR 0 16' O.C. NOTES Z _ Z z 0, o SYSTEM &LANDING Z FRAMING i OW ¢ MAX BEAM @ END OF M 6-L4 � o O m 0O LANDING PER SCHEDULE W w Q _ SEE PLAN FOR U `\9 MASONRY WALL OR � p I\ WOOD WALL Z D SIMPSON A35 z - Z B, CONNECTIONS C� O MASONRY WALL OR O FRAME WALL BEYOND u.i (2) 2x BEAM PER 2x JOIST (P.T. IF SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO END OF LANDING FOR SCHEDULE @ LANDING MASONRY WALL) CONT j U STRINGERS TO @ 16"O.C. W/SIMPSON LEDGERw/(3) 16d B -B CROSS SECTION OF BEAM TO LEDGER �/� CONNECT TO. BEAM A35 OR LUS26 HANGER NAILS @ 16" O.C. MAX. F- V) LU F g TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) 1/4" p J 4j C N N �. BUILT UP COLUMNS x 3 1/2" TITENS @ 16" Q W Z v) a v c STRINGERS TO BE O z O 1 o BELOW O.C. MAX. FOR (� Q MASONRY WALL) Z �_ V) uS' n A -A PLAN VIEW aC� 180 DEGREE TURN LANDING NQTCHEDATLANDING z SEE SCHEDULE FOR MAX WIDTH OF LANDING w o�g (3) 16d TOENAILS Q r� o u Z a<E BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS A35 @ EA. STRINGER JOISTS MAX WIDTH AT LANDING TO LANDING (#2 SYP) OF LANDING SEE ARCHS. FOR MAX. 2x8 8'-0" (2) 2x12 RISE OF STEPS AND 6'-0" 12'-0" (1) 2x12 (1) 2x8 MIN. TREAD DEPTH 4'-0" 3/4" O.S.B. W/ 8d NAILS (3) 2x12 2x8 @ 3" O.C. TOP AND 11'-0" (2) 2x12 2x6 BOTTOM CHORD (1) 2x12 (1) 2x8 2x6 4'-0" I -JOIST PER FRAMING (3) 2x12 2x8 PLAN W/ SQUASH 10'-0" (2) 2x12 2x6 BLOCK OR (1) 2x12 (1) 2x8 2x6 4'-0" BEAM/FLOOR TRUSS (3) 2x12 2x12 PER PLAN (2) 2x12 2x8 7'-0" g _p° (1) 2x12 (1) 2x8 2x6 PENDING LANDING \ (3) 2x12 HEIGHT AND PLAN 9'4 (2) 2x12 2x8 LAYOUT. HEADER 8'-0" (1) 2x12 (1) 2x8 2x6 WITHIN SUPPORT _ (3) 2x12 WALL COULD BE 9._0" (2) 2x12 2x8 REQUIRED. SEE PLAN 2x12 STRINGERS ONE (1) 2x12 (1) 2x8 2x6 FOR REQUIRED ON EACH SIDE AND 6'-0" (2) 2x12 HEADER AND ONE @ MID-SPANAF (1) 2x12 (1) 2x8 2x6 n SUPPORT /`i 5'-0" OR LESS (2) 2x12 INFORMATION. A34 @ EA. STRINGER (1) 2x12 (1) 2x8 2x6 _-91-011 6'-0" TO LANDING 2x4 #2 SPF STUDS 2x ATTACHED TO NAILS GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, 2x JOIST (P.T. IF STRINGER I I ATTACHING TO I I I I 2x6 VERTICAL @ 6'-0" MASONRY WALL) CONT 2x4 SILL PLATE W/ (2) I I I SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF LEDGER w/ (3) 16d 2x12 STRINGERS ONEI III ( NAILS @ 16" O.C. MAX. ON EACH SIDE AND I I I I O.C. MIN. AND @ ANY TO EACH STUD. ((2) 1/4" ONE @ MID -SPAN III I III 1 AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND x 3 1/2" TITENS @ 16" I I I / (2) 2X BEAM PER O.C. MAX. FOR MASONRY WALL) A35 CONNECTION I I I I SCHEDULE @ END OF TOENAILS BOTTOM TABLE R301.5 (FBC 5TH EDITION) Z LANDING FOR STRINGERS TO - WOOD OR MASONRY 2X8 P.T. SPF #2 (MIN.) NOTCH SILL PLATE CONNECT TO. BEAM WALL SEE PLAN FOR LET -IN FASTEN TO p W TO BEAR DIRECTLY ON MORE INFO SLAB USING MIN. (4)4" BUILT UP COLUMN 2x JOIST PER X 3" EVENLY SPACED FOR VERTICAL BELOW. SCHEDULE TAPCONS @ MIN. END O MIN. (3) 2x4 SPF #2 DISTANCE OF 1-1/2" COLUMN HEIGHT OF LANDING BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING (3) 2x12 2x8 8'-0" (2) 2x12 2x6 6'-0" 12'-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 8'-0" 11'-0" (2) 2x12 2x6 6'-01 (1) 2x12 (1) 2x8 2x6 4'-0" Q (3) 2x12 2x8 8'-0" 10'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x12 g. -p" (2) 2x12 2x8 7'-0" g _p° (1) 2x12 (1) 2x8 2x6 5-0" (3) 2x12 2x8 9'4 (2) 2x12 2x8 7'-0" 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x12 9._0" (2) 2x12 2x8 7'-0" 7'-0" (1) 2x12 (1) 2x8 2x6 5'-0" W 6'-0" (2) 2x12 2x8 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 5'-0" OR LESS (2) 2x12 2x8 W (1) 2x12 (1) 2x8 2x6 _-91-011 6'-0" BASE PLATE PER FLOOR PLAN NOTE: PLAN EQUALLY W SCALE: AS INDICATED ATTACHED PER PLAN SPACED/CENTERED IN TRUSS SEE PLANS _ --- --_ 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" TRUSS TO OUTSIDE �v�l_[� �C> W DATE: 09/19/2016 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR FACE OF TRUSS STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL (ST01 GEN. STAIR AND LANDING FRAMING DETAILS (2) PLY BEAM TOGETHER USING (2)12d NAILS AT 4" O.C. (STO�3 HANDRAIL CONNECTION AT FLOOR TRUSSES �rtk, , ` _ 4. BEAM TO BEAR ON SUPPORT COLUMN W/ 3 16d TOENAILS (BLOCK SOLID3/4"=11-011 SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR I-- hf\' 3/4 -1 -0 O N.T.S. '�..::,r ��,w� 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. OU �� W. W = W Q Z L' 0 v --- 2x4 CONT. TOP PLATE W SEE ARCH PLAN I I MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO Q W STUDS W/ (2) 16d TOE p W 2x4 #2 SPF STUDS X X I NAILS GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, W 0 _ 2x6 VERTICAL @ 6'-0" @ 24" O.C. 2x4 SILL PLATE W/ (2) 2x4 #2 SPF STUDS @ SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF O.C. MIN. AND @ ANY 10d NAILS @ 4" O.C. 24" O.C. W/ (2) 12d AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND Q OPENING W/IN (NOTCHED @ 2x6 I TOENAILS BOTTOM TABLE R301.5 (FBC 5TH EDITION) Z HANDRAIL NOTCH SILL PLATE VERTICAL LOCATIONS). p W KNEEWALL FOR VERTICAL NOTCH SILL AND O on PLYWOOD FLOORING d 2 TO ALLOW VERTICAL 2x L -BRACE W/ 12dTO 2x6 VERTICAL AND SLIDE DOWN TO Z Q NAILS @ 4" O.C. L -BRACE @ 6'-0" O.C. & FACE OF TRUSS Q Z @ ANY OPENING 2x4 CONT. TOP PLATE 0 j 0 11 (ATTACH TOP PLATE p 00 ATTACH 2x6 VERTICAL TO STUDS W/ (2) 16d Z 0 r DOUBLE TRUSS PARALLEL TO FLOOR TO TRUSS W/ (3) %4" x 3" 3 1/2" TOE NAILS 3 Z Z 11 -- 0 SECTION X -X N.T.S. SDS WOOD SCREWS W H J 0 EQUALLY SPACED/CENTERED IN 2x4 #2 SPF STUDS @p � Q LLI 2x4 CONT. TOP PLATE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER Q (� ATTACH TOP PLATE TO 3" ATTACH TOP PLATE TO FACE OF TRUSS STUD TO BE I -IM W 0 STUDS 2/ (2) 16d TOE STUDS W/ (2) 16d TOE 3z' I ATTACHED TO TRUSS = 0 00 0 NAILS NAILS �`�` I BELOW (OTHERWISE I LLQ 2x4 STUDS @ SEE ARCH PLAN ATTACH W/ (2) 12d 04 m O.C.SPF 24" . W/ (2) 12d MAX. 4'-0" ABOVE FLOOR i TOENAILS @ BOTTOM) O O W Z TOENAILS BOTTOM 2x4 #2 SPF STUDS @ X X I p W U J L _ �- SLICE CUT PLYWOOD 24" O.C. W/ (2) 12d I 2x4 SILL PLATE W/ (2) NOTCH FLOOR I 16d TOE NAIL EA. Z W �"' 0 0 FLOORING FOR STRAP TOENAILS BOTTOM I SHEATHING TO & O c 5 , Q = ACCOMMODATE 2x I CONT. BRACE 10d 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO o � 2x4 #2 SPF SILL PLATE NOTCH SILL AND 10d NAILS @ 4" O.C. FLOOR SHEATHING LL W/ (2) 10d NAILS @ 4" PLYWOOD FLOORING I (NOTCHED @ 2x6 " °°°" W O.C. TO ALLOW VERTICAL VERTICAL LOCATIONS). I ATTACH 2x4 TO TRUSS STRUCTURAL ENG: CFG /BAD TO SLIDE DOWN TO W/ 2 %4'x3" SDS O I (~j DRAFTING: _ (2) SIMPSON LSTA24 FACE OF TRUSS SCREWS EQUALLY STRAP (1 EA. SIDE OF =__ SPACED & CENTERED I'___ -STRUCT: TNT STUD) EVERY 48" O.C. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND """ IN TRUSS U QC CHECK: MB TO TRUSS W/ (3) %4" x 3" L -BRACE @ 6'-0" O.C. & _j Q FLOOR BEAM CONDITION SDS WOOD SCREWS @ ANY OPENING Z JOB No. TM - 2153128 FLOOR BEAM SEE BASE PLATE PER FLOOR PLAN NOTE: PLAN EQUALLY W SCALE: AS INDICATED ATTACHED PER PLAN SPACED/CENTERED IN TRUSS SEE PLANS _ --- --_ 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" TRUSS TO OUTSIDE �v�l_[� �C> W DATE: 09/19/2016 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR FACE OF TRUSS STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL (ST01 GEN. STAIR AND LANDING FRAMING DETAILS (2) PLY BEAM TOGETHER USING (2)12d NAILS AT 4" O.C. (STO�3 HANDRAIL CONNECTION AT FLOOR TRUSSES �rtk, , ` _ 4. BEAM TO BEAR ON SUPPORT COLUMN W/ 3 16d TOENAILS (BLOCK SOLID3/4"=11-011 SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR I-- hf\' 3/4 -1 -0 O N.T.S. '�..::,r ��,w� 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. RECORD COPY #16 2684 2.c(I ?5kc SvvmAc -RK