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404 Red Rose Ln 16-2724 (a)THORNBROOK 50's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONO FOOTING, ALUMINUM OVER 2x6 5U5 F45CIA, 5HINGLE ROOF, ELECTRIC HEAT, 50 GAL. ELECTRIC W.H., 200 AMP 5ERVICE/PANEL BOX, PAYER DRIVE, PAVER LEAD WALK, PAVER ENTRY AND ACRYLIC AT LANAL LOT 29 - THORNBROOKE 50 's EDEN III - 3422 ELEVATION "A" GARAGE RIGHT TAYLOR MORRISON REDRAW NOTES PLAN REVISIONS DRAWING INDEX ���i i.rw�rr�w� n��rr� rw�r�ry f�11r/�TrT/�I1 TT/11�1l� 09-13 16 CREATED LOT 0I\ l\ THORNF5RO0K 5015 ')N x m C ARA(f Rl(lH C lU/ /'A" Nl' N(- (C-FRONT FRONTrOOR (; I=A,,,r) KITCHEN, 16 FT. PO(,Kf- J "� ROOM, OUT DOK 1 N ;,,', N C "I OUTLET 41 F4,IMILY LAUNDRY TU!3 ROU(I � l 1 I ONc�(� PRE (4) HIGH me PRE UJIRE, (1) ('1 E I L I NL N `X;, RECE55 CANS ; 4) i",it >;Jm DEN, AND (4) AT �. Ln • RECORD COPY REVIEVVIED FOR CODE COMPLIANCE _ 4 N ANS EXAMINER DATE SANEOR® BtJI QIiVG L7►� A PERMIT ISSUED SHALL BE CNSTRUEDBE A LICENSE TO PROCEED WITH THE WORK ANDONOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE "JM'TION TEST UIRED Results to be Verified of Slob Inspection OSANFORD #16-2724 I,VV — UtIVtKHL IVV I CJ, iivucn, JF'C1,1r11,H 11VIVJ 1 -SLAB INTERFACE PLAN 2A1 -MAIN FLOOR PLAN NOTES 2A2 -MAIN FLOOR PLAN DIMENSIONS 2B1 -UPPER FLOOR PLAN NOTES 2B2 -UPPER FLOOR PLAN DIMENSIONS 2C -INTERIOR ELEVATIONS, STAIR SECTION, DETAILS 3A1 -FRONT ELEVATION 3A2 -ELEVATIONS, ROOF PLAN, BUILDING SECTION 3A3 -FLASHING DETAILS 3A4 -FLASHING DETAILS 4A -MAIN FLOOR ELECTRICAL PLAN 4B -UPPER FLOOR ELECTRICAL PLAN GENERAL. CONSTRUCTION NOTE5: CHAPTERS AND SECTIONS REFER TO F.B.C.R. - 5TH EDITION (2014) NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN TH15 SET OF DRAWINGS REFERENCING LUMBER SITES OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS" OCCUPANCY AND CONSTRUCTION TYPE: THIS UNIT H45 AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION. CEILING CONSTRUCTION: I. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (15,9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT, EXTERIOR FIN15HE5: IN5T4LL4TION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH EDITION (2014) R103.6.1 AND A5TM C 1063. THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) 8103.6.2 AND ASTM C 926. 5TUCCO CONTROL JOINT5: STUCCO CONTROL JOINT5 TO BE INSTALLED PER A5TM C 1063.06 (1,11.4,1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F. AND DELINEATE AREAS NOT MORE THAT 100 5.F, FOR HORIZONTAL APPLICATIONS. D15TANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT, IN 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 DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS: EGRE55: I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. FLA5HING: 1, FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORRO61ON-RE515TANT 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 EXTERIOR WALL FINISH. APPROVED CORRO51ON-RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER 8103.8. IUINDOU IN5TALLATION: 1, WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. DWELLING / GARAGE OPENINGS: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNESS, SOLID CORE (S.C.) OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A SELF-CLOSING DEVICE, FLOOD ZONE REQUIREMENT5: PLAN MEETS OR EXCEEDS FEMA FLOOD FIN15HED GARAGE FLOOR ELEVATION. 45PH40 3HINGLE3 (IF APPLICABLE) I. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.2b AND 8905.2.61 2, ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF 5LOPE5 OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE 11, ASTM D 4869, TYPE I OR TYPE 11 OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION R905.2.1. CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE): 1, WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 3'-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE T-0" HIGHER THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CL05ER, TUF) AND 5HOWER ARE45: 1, CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1286, 01325, OR CI118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED 45 BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN 5HOWER AREAS. TERMITE PROTECTION: 1. PENETRATION. PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIAL5. IF 501L 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 -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE, NO TERMITICIDES SHALL BE APPLIED IN51DE THE SLEEVE 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST FOOT (305 mm) AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR 5PL45H BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVE5 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 PURN15HED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THI5 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT, 2, MECHANICAL APPLIANCES SHALL BE ACCE5515LE 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 REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE, 3, DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. % GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4, FOUNDATIONS AND 5UPPORT5 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 SECTIONS M1411.3. EXHAU5T FANS AND VENTING: 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, 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT D15CHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER ARE45 IN51DE THE BUILDING, 3. DUCT LENGTH, THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 25 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE 11.6 RAD) BEND, THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 6005TER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRAN51TION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE 5005TER FAN MANUFACTURER'5 INSTALLATION INSTRUCTIONS, WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCE551BLE 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 "THI5 DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBG. ATTENTION GENERAL CONTRACTOR /BUILDER: ISSUANCE OF PLANS FROM THI5 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMEN510NS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, ANY D15CREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE, REV. 01-01-2015 • J013 NUMBER 26002.217 • CAD FILE LOT 29 TB ISSUED 09-13-16 REVISED • x m 150 STATE STR= EAST OL M4W FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER C To Uto 0 J "� N) y ONc�(� me T (D . T L. >;Jm �. Ln • 00 0 a2. T N J 0 0i c0 to L :1 ;: cm O ��t�n *+ �� z� • J013 NUMBER 26002.217 • CAD FILE LOT 29 TB ISSUED 09-13-16 REVISED LU Cl. � M c� :Ld 0 cl .j o - `�" ® Z O O V J 9 J LL co Ln —W00 oq O:Z= za 0o •� ON >= 0 e+ • V / N 3422 • TITLE • COVER SHEET GENERAL NOTES COV DAVIS BEWS DESIGN GROVP 150 STATE STR= EAST OL M4W FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 LU Cl. � M c� :Ld 0 cl .j o - `�" ® Z O O V J 9 J LL co Ln —W00 oq O:Z= za 0o •� ON >= 0 e+ • V / N 3422 • TITLE • COVER SHEET GENERAL NOTES COV FCOk FRF-Ur�F _11RE FOR ww j rf �I 10'-0" 59'-0" un x y CU LO r0 Cr 11 i�fJN 150 STATE STREET EAST OLDSMAR, MORmA 34677 813 925 .1300 TEL. 2 cq9 W W W.DAVISBEWS.COM TAMPA • DENVER N r >_ JM C'n LL oo J 0:� C0 I _rJ L N 1p CO. 0�ti }� Z`r'�v IQ 4 10'-0" 59'-0" un JOB NUMBER 26002.217 CAD FILE LOT 29 TB ISSUED 09-13-16 REVISED x y CU LO r0 i�fJN 150 STATE STREET EAST OLDSMAR, MORmA 34677 813 925 .1300 TEL. 2 cq9 W W W.DAVISBEWS.COM TAMPA • DENVER N r >_ JM C'n LL oo J 0:� C0 war ro°' L N 1p CO. 0�ti }� Z`r'�v JOB NUMBER 26002.217 CAD FILE LOT 29 TB ISSUED 09-13-16 REVISED • TI TLE • SLAB INTERFACE PLAN SLAB INTERFAC PLAN SHEET • SCALE: 1/4" - 1'-0" GARAGE RIGHT • y DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, MORmA 34677 813 925 .1300 TEL. 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER -�� EST. 1994 e�_— • TI TLE • SLAB INTERFACE PLAN SLAB INTERFAC PLAN SHEET • SCALE: 1/4" - 1'-0" GARAGE RIGHT • ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER F.B.C.R. - 5TH EDITION (2014). * * * * * * TOM REFER TO SHEET T.O.M. 2A2 FOR MAIN FLOOR OG /ERI �N;; k' �� 9O.M r, 0 34 TEMP. 5H. 2 - 26 5H. �-- PLAN W/ DIMEN510N5 iERl�=1. I 411 F JFQ, -C)R 9'-4 4'-0"xl'-4" OPENING 26 5H. X01 AT al.0 Hp. AT 8'-0 A.F.F. N.B. PLUMBINrt ROJ( N ONI T A Hp. AT a'•0" HD. AT 8' 0 _. FI..F'TRI IL k., r, 'N ONL - ,OUTDOOR K 50 GAL, GRILL U.C. REF. SINK W.H. ---- ROUGH IN ROUGH IN ROUGH IN r — — — — — PWDR. t _ 1.oM. 1 11 01 X LINE OF 5ECONE) -' DEN STORAGE u 13'-4"x12'-0" FLOOR ABV. ILI" ' 9-4FLAT CLG. INSULATE ABV, vERIFY PAVER pRIVE / LEAD WALK ACRYLIC INSULATE ON LANAI AIR HANDLER r WALLS x, ''x6 WALL v LINES FROM FAMILY ROOM — — — UPPER FLOOR ILLR5 GARAGE 16'-0' x20'-0" 19'-4"x19'-4° a- 174 9'-4" FLAT CLG. (2) 2-6x6 8 I o \ LANAI ,.t 1 BENCH 9'-4" PLT. HT. r I Q KNEE WALL o 10'-0"x26'-8" 1 HT: 9'-4" PLT. Ni - BELOW 5TAIR5 ROUGH -IN 9' 411 1 L.T. 1 `. , LANDING �� .- 42 T CLG. MUD ROOM LINE OF SECOND � 1 KNEE p,,, - 42" N. FLOOR ABV. I STAIR DATA: 5LOPING CPT` TLE c�sa L 2T LOW WALL �s s la RI5ER5 AT - I- a 2 8x6 8 p 1.381' EACH - _�.._-- 10.00" TREADS LANDING 2x8 WALL � 1 T.O.M. KNEE �.',, _ 6" w. �.-ONTINUOU5 - 42" i'-0" LINE OF 6ECOND FLUSH FRAME - PAVERS I C_ �RASPABLE _ _ - T.O.M. 1 RILIN!i FLOOR ABV. TO FURRING 3-06-0 _ ` 9-4 9' 4" 2 STORY TEMP, FR. DR. ` FLAT HEADER A,F,F, B CLG. CLG. ENTRY AT a' -a" A.F.F. OV v T.O.M.. CPT. TILE 9'-4 PLT. HT. I AA COLUMN 9'-4 1 0 Q' TO CEILING - - - -- — -- F7 1 �v. KNEE WALL n. I I — COUNTERTOP < ARCH FROM " G.C. VERIFY GLASS m v FLUSH FRAME Ta-0TO '" 8' 8"-� 0_1 (SEE DETAIL TO FURRING NSERT FOR FRONT I I I I - K 0 SHEET MAIN FLOOR WNW I;IMEN5I0N5 ON 5HEET 2C) x I I DOOR. — _ — — — ;> I I ARCH FROM ------- I I 8'-011 TO 5'-811 DINING BRKFST 1 I O0 _ NL FROM 13'—o "x12'—o" ► I LIVING ROOM / \ ac'�7FR FLOOR 9'-4" FLAT CLG. a 10'-0"x12'-0" .3(D' UPPER D.W. ix6 "w' _ 1 15 -4"x12 -0" a 9'-4" FLAT CLG. SINK I 9'-4" FLAT CLG. W/ DI5F' LINE OF 5ECONp v CABINETS KITCHEN FLOOR Asv. �RCHFROM o 6 COOKTOP 9'-4" FLAT CLG. W/ HOOD - OVEN! OVEN! 71 O.H,C, O O O.H.G. MICRO H.B. G.C. VERIFY CABINETS G.G. VERIFY LOC�rION M 2 - 26 5H. 1/2 36 5H. 1/2 36 5H. ABOVE EXHAUST HOOD TO FOR POT FILLER -�1 HD. AT 8'-(D° HD, AT 8'•(D" Hp, AT 8'-011 EXTEND UP TO CEILING. HATCHING LEGEND LOAD BEARING WALL IN5ULATE WALL T.O.M. LEGEND 9'41 T.O.M. 0 II' -011 T.O.M. 1140 TYPICAL MASONRY • • 17-1 DAVIS BEWS DESIGN GROVP WINDOW SCHEDULE x TAMPA • DENVER WINDOW WIDTHS C loo 447 S.F. 2011 �/ 211 311 �3i1 H 5.F, y 0N�MN„ WINDOW CALL -OUTS 4299 5.F. >>r LL (D 2611 12 5N 1/2 32 5k 22 5k 32 51-1 Lu t }i N p � . (0 co 0 z�2° = 3911 0 13 5N 1/2 33 5N 23 5k 331"A p J 51" 14 5H 1/2 34 5N 24 5N 34 51-1 z 6311 0 15 5W 1/2 35 511-1 25 5H 35 511 z 12" 16 5W 1/2 36 5N 26 5N 36 5N 3: Cif. VERIFY MA50NRY OFENING5 FOR ALL WINDOW5, ui w WINDOW 51ZE5 AND IVAL1-ATf ON MAY VARY PER � MANUFXTJRER AND 5FECIFICATION5. z REFER TO FLOOR FLAN5 FOR 5fiYLE OF WINDOW U5ED (51NG1-E HUNG -5H, C45EMENT- C5MT, OR FIXED CLA55m F.G.) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER F.B.C.R. - 5TH EDITION (2014). * * * * * * TOM REFER TO SHEET T.O.M. 2A2 FOR MAIN FLOOR OG /ERI �N;; k' �� 9O.M r, 0 34 TEMP. 5H. 2 - 26 5H. �-- PLAN W/ DIMEN510N5 iERl�=1. I 411 F JFQ, -C)R 9'-4 4'-0"xl'-4" OPENING 26 5H. X01 AT al.0 Hp. AT 8'-0 A.F.F. N.B. PLUMBINrt ROJ( N ONI T A Hp. AT a'•0" HD. AT 8' 0 _. FI..F'TRI IL k., r, 'N ONL - ,OUTDOOR K 50 GAL, GRILL U.C. REF. SINK W.H. ---- ROUGH IN ROUGH IN ROUGH IN r — — — — — PWDR. t _ 1.oM. 1 11 01 X LINE OF 5ECONE) -' DEN STORAGE u 13'-4"x12'-0" FLOOR ABV. ILI" ' 9-4FLAT CLG. INSULATE ABV, vERIFY PAVER pRIVE / LEAD WALK ACRYLIC INSULATE ON LANAI AIR HANDLER r WALLS x, ''x6 WALL v LINES FROM FAMILY ROOM — — — UPPER FLOOR ILLR5 GARAGE 16'-0' x20'-0" 19'-4"x19'-4° a- 174 9'-4" FLAT CLG. (2) 2-6x6 8 I o \ LANAI ,.t 1 BENCH 9'-4" PLT. HT. r I Q KNEE WALL o 10'-0"x26'-8" 1 HT: 9'-4" PLT. Ni - BELOW 5TAIR5 ROUGH -IN 9' 411 1 L.T. 1 `. , LANDING �� .- 42 T CLG. MUD ROOM LINE OF SECOND � 1 KNEE p,,, - 42" N. FLOOR ABV. I STAIR DATA: 5LOPING CPT` TLE c�sa L 2T LOW WALL �s s la RI5ER5 AT - I- a 2 8x6 8 p 1.381' EACH - _�.._-- 10.00" TREADS LANDING 2x8 WALL � 1 T.O.M. KNEE �.',, _ 6" w. �.-ONTINUOU5 - 42" i'-0" LINE OF 6ECOND FLUSH FRAME - PAVERS I C_ �RASPABLE _ _ - T.O.M. 1 RILIN!i FLOOR ABV. TO FURRING 3-06-0 _ ` 9-4 9' 4" 2 STORY TEMP, FR. DR. ` FLAT HEADER A,F,F, B CLG. CLG. ENTRY AT a' -a" A.F.F. OV v T.O.M.. CPT. TILE 9'-4 PLT. HT. I AA COLUMN 9'-4 1 0 Q' TO CEILING - - - -- — -- F7 1 �v. KNEE WALL n. I I — COUNTERTOP < ARCH FROM " G.C. VERIFY GLASS m v FLUSH FRAME Ta-0TO '" 8' 8"-� 0_1 (SEE DETAIL TO FURRING NSERT FOR FRONT I I I I - K 0 SHEET MAIN FLOOR WNW I;IMEN5I0N5 ON 5HEET 2C) x I I DOOR. — _ — — — ;> I I ARCH FROM ------- I I 8'-011 TO 5'-811 DINING BRKFST 1 I O0 _ NL FROM 13'—o "x12'—o" ► I LIVING ROOM / \ ac'�7FR FLOOR 9'-4" FLAT CLG. a 10'-0"x12'-0" .3(D' UPPER D.W. ix6 "w' _ 1 15 -4"x12 -0" a 9'-4" FLAT CLG. SINK I 9'-4" FLAT CLG. W/ DI5F' LINE OF 5ECONp v CABINETS KITCHEN FLOOR Asv. �RCHFROM o 6 COOKTOP 9'-4" FLAT CLG. W/ HOOD - OVEN! OVEN! 71 O.H,C, O O O.H.G. MICRO H.B. G.C. VERIFY CABINETS G.G. VERIFY LOC�rION M 2 - 26 5H. 1/2 36 5H. 1/2 36 5H. ABOVE EXHAUST HOOD TO FOR POT FILLER -�1 HD. AT 8'-(D° HD, AT 8'•(D" Hp, AT 8'-011 EXTEND UP TO CEILING. HATCHING LEGEND LOAD BEARING WALL IN5ULATE WALL T.O.M. LEGEND 9'41 T.O.M. 0 II' -011 T.O.M. • JOB NUMBER 26002.217 • CAD FILE LOT 29 TB ISSUED 09-13-16 REVISED IN 1140 S.F. • • 17-1 DAVIS BEWS DESIGN GROVP S.F. x TAMPA • DENVER S.F. C loo 447 S.F. 1 0- 0 1 213 S.F. ENTRE' 34 5.F, y 0N�MN„ 123 S.F. mm N , 4299 5.F. >>r LL co0 J 'o ~O O = IL s p> t }i N p � . (0 co 0 z�2° • JOB NUMBER 26002.217 • CAD FILE LOT 29 TB ISSUED 09-13-16 REVISED IN 1„1,41N FLOOR 1140 S.F. OFFER FLOOR 17-1 DAVIS BEWS DESIGN GROVP S.F. 150 STATE STREET EAST OUMMAFLORIDA 39677 R, 813.925.1300 TEL 813 .92.5.1800 FAX W.DA WM 11SBEWS.C.OM TAMPA • DENVER S.F. 1„1,41N FLOOR 1140 S.F. OFFER FLOOR I&K S.F. TOTAL LIVING 3422 S.F. GARAGE 447 S.F. LANAI 213 S.F. ENTRE' 34 5.F, BALCONY 123 S.F. TOTAL 50. FT. 4299 5.F. MAIN FLOOR PLAN NOTES 3422 • TITLE • MAIN FLOOR PLAN NOTES GARAGE RIGHT �, -..... ..... I'-4" REFER TO SHEET 2AI FOR MAIN FLOOR PLAN D1/ NOTE5 MAIN FLOOR PLAN DIMENSIONS SCALE: 1/4" : 14" E RIGHT JOB NUMBER 26002.217 CAD FILE LOT 29 TB ISSUED 09-13-16 REMISED • • • x rol "ll --A DAVIS BEWS DESIGN GROUP cc TAMPA •DENVER. EST. 1994 ��-�- LO (� r O 0 NI N n ♦A Y/ ON�M N d . -'Ln J M ` La� . LL �= n 003�E o g C0 LLL 0) i 0 0 � Z�'�� JOB NUMBER 26002.217 CAD FILE LOT 29 TB ISSUED 09-13-16 REMISED - (.L9 a: M o4d 00mm w N m 6 � ® Z O W V ^ U - Ln LC -2 C) : �,`�`e`®rr►1*it, I Ap��®'sem • w iV 0 Z rrr CF) y `y z o� N J 34221 • TITLE • MAIN FLOOR PLAN DIMENSIONS rol "ll --A DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 39677 $13.925.1300 TEL 813.92.5.1800 FAX WWW.DAVISBEWS.COM TAMPA •DENVER. EST. 1994 ��-�- - (.L9 a: M o4d 00mm w N m 6 � ® Z O W V ^ U - Ln LC -2 C) : �,`�`e`®rr►1*it, I Ap��®'sem • w iV 0 Z rrr CF) y `y z o� N J 34221 • TITLE • MAIN FLOOR PLAN DIMENSIONS �n BEDROOM 4 14'-0"x12'-4" 9'--0" FLAT CLG. ti� eye -R 'i a SHEE' POR UPPER FLOOR 131MEN51ON5 CLEAR OPENING HEIGH1`5 IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHE5 ABOVE THE FINI5NED GRADE OR SURFACE BELOW, THE LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INCHE5 ABOVE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOW5 5HALL NOT PERMIT OPENING5 THAT ALLOW PA55AGE OF A 4 INCH DIAMETER 5PHERE WHERE 5UGH OPENING5 ARE LOCATED WITHIN 24 INCHE5 OF THE FINISHED FLOOR PER F.B.C.R - 5TH EDITION (2014) R312.2 WINDOW FALL PREVENTION DEVICE5 AND WINDOW GUARD5, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER F.5.C.R. - 5TH EDITION (2014) 8312.2 TYPICAL WOOD FRAME s f 7A i DAVIS BEWS DESIGN GKOVP WINDOW SCHEDULE N � x ... ALL EMERGENCY E5CAPE AND RESCUE WINDOW WIDTHS x r, �z OPENIN65 5HALL COMPLY WITH R310 2011 24" 3611 411 ul) WINDOW CALL -OUTS 34 H. �. ti a4N5EN 3'-0x4'-0 TEMP. F.G. LOW WALL UNDER F)OX HD. AT T-4" (D 20" �1�.G. 2018 F.G. 3018 F.C.a, 401 F,G, Lu LAv. GLC. — — — — — — — = 24" 1 20 F.G. 2020 F.G. 3020 F.0 . 4020 F.Ci. J v O 36" 1,530 5H 2030 5H 3030 5H 4030 5H r z 46" o IE40 5H 2040 5H 3040 5H 4040 5H ~ Z 60" 3: 1 50 5H 2050 5H 3050 5H 4050 5H 71 1660 5H 2060 5H 3060 5H 4060 5H G.G. vERFY ROUGH OPENIN65 FOR ALL UJIN00115, uj uj WINDOW 51ZE5 AN[) IN5FALLATION MAY VARYFFR 0 MANUFACTURER AN[) 5PEOIFIGATIONS. z REFER TO FLOOR PLAN5 FSR 5fiYLE OF WINE)OW U5ED (51NGLE HUNG=SH, C45EMENT= C5MT, OR FIXEI) GLA55= F.G.) CLEAR OPENING HEIGH1`5 IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHE5 ABOVE THE FINI5NED GRADE OR SURFACE BELOW, THE LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INCHE5 ABOVE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOW5 5HALL NOT PERMIT OPENING5 THAT ALLOW PA55AGE OF A 4 INCH DIAMETER 5PHERE WHERE 5UGH OPENING5 ARE LOCATED WITHIN 24 INCHE5 OF THE FINISHED FLOOR PER F.B.C.R - 5TH EDITION (2014) R312.2 WINDOW FALL PREVENTION DEVICE5 AND WINDOW GUARD5, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER F.5.C.R. - 5TH EDITION (2014) 8312.2 REFER TO 5HEET 252 FOR UPPER FLOOR PLAN W/ DIMEN51011 UTILITY" it I� DRYER22 H M. BATH 91.011 = VENT TUB DECK. CLC. X a �a I BEDROOM 2 _ �o u TILE GPT �� 1 12'-6"x10'-3" —J 4 CURB FLAT HEADER 9'-0" FLAT CLG. `. „ I -.. R/5 AT S'-0" AFF, -` --- I ® 2-6x6-8 PKT. FE TILE v SHOWER 55N. --- ------ 42 H. I 2 6x6..g T TEMP, GL, ON 2-1x1-1 LOW WALL H. 2-46-5 PKT, M.C. 611 H. LOW WALL - I' g" H. PITCH W CORIAN CAP TILE SEAT I RAILING I/8" / FT. 5EE DETAIL) E9. 9'-0" 2-4x6-8 BATH 2 MA TE ITE o z S R SUON ( LANDING 9' 0' I 16'-0"x13'-0" ��9'-0" FLAT CLG OVERED 111 1KNEEWALL I ALCONY BELOW I— _ — — — —I -0"x11'-8" FLAT HEADER R/ -0" PLT. HT. 2 6x6 8 �420PING ABOVE 2ND F.F.FFI AT V-0" AFF. LOW WALL g 0 I PROVIDE CLG. A,N, I -PAN AND DRAIN _---_----_I UNDER A.N.U. ---1-- LANDING ❑ �- -- 2x6 WALL BEDROOM 3 I 42" H. 12'-6"x10' 3 FLAT HEADER RAILING 9'-0" FLAT CLG. /oFEN BELOW AT V-0" AFF. 7 U- 2x6 �l co FRAME AA FLU5H FRAME �. WALL 42" H.-� TO FURRING LOW WALL BELOW x I 2-0x6-8 9'-0" I CLCi. CLG: LOFT R/5 1 16'-10"x18'-10" 7FRAME x6 9'-0" FLAT CLG �BATH 3 X9'0"GLGN _V', N s f 7A i DAVIS BEWS DESIGN GKOVP N � x ... ALL EMERGENCY E5CAPE AND RESCUE L -- x r, �z OPENIN65 5HALL COMPLY WITH R310 C U �p 0 _jh� to 2 cm Lm D JM Lo n J T O O 003�E a a:= Orn = o cy L(A (Cti L; -A z 10 -------------------- PER F.15G,R. - 5TH EDITION (2014). 34 H. �. ti a4N5EN 3'-0x4'-0 TEMP. F.G. LOW WALL UNDER F)OX HD. AT T-4" COUNTERTOP KNEE M.G. 9' 0" R/5 — GARDEN TUB I SPACE Q LAv. GLC. — — — — — — — REFER TO 5HEET 252 FOR UPPER FLOOR PLAN W/ DIMEN51011 UTILITY" it I� DRYER22 H M. BATH 91.011 = VENT TUB DECK. CLC. X a �a I BEDROOM 2 _ �o u TILE GPT �� 1 12'-6"x10'-3" —J 4 CURB FLAT HEADER 9'-0" FLAT CLG. `. „ I -.. R/5 AT S'-0" AFF, -` --- I ® 2-6x6-8 PKT. FE TILE v SHOWER 55N. --- ------ 42 H. I 2 6x6..g T TEMP, GL, ON 2-1x1-1 LOW WALL H. 2-46-5 PKT, M.C. 611 H. LOW WALL - I' g" H. PITCH W CORIAN CAP TILE SEAT I RAILING I/8" / FT. 5EE DETAIL) E9. 9'-0" 2-4x6-8 BATH 2 MA TE ITE o z S R SUON ( LANDING 9' 0' I 16'-0"x13'-0" ��9'-0" FLAT CLG OVERED 111 1KNEEWALL I ALCONY BELOW I— _ — — — —I -0"x11'-8" FLAT HEADER R/ -0" PLT. HT. 2 6x6 8 �420PING ABOVE 2ND F.F.FFI AT V-0" AFF. LOW WALL g 0 I PROVIDE CLG. A,N, I -PAN AND DRAIN _---_----_I UNDER A.N.U. ---1-- LANDING ❑ �- -- 2x6 WALL BEDROOM 3 I 42" H. 12'-6"x10' 3 FLAT HEADER RAILING 9'-0" FLAT CLG. /oFEN BELOW AT V-0" AFF. 7 U- 2x6 �l co FRAME AA FLU5H FRAME �. WALL 42" H.-� TO FURRING LOW WALL BELOW x I 2-0x6-8 9'-0" I CLCi. CLG: LOFT R/5 1 16'-10"x18'-10" 7FRAME x6 9'-0" FLAT CLG �BATH 3 X9'0"GLGN _V', N UPPER FLOOR PLAN NOTES GARAGE RIGHT s f 7A i DAVIS BEWS DESIGN GKOVP N � x ... TAMPA • DENVER L -- x r, �z C U �p 0 _jh� to 2 cm Lm D JM Lo n J T O O 003�E a a:= Orn = o cy L(A (Cti L; -A z 10 -------------------- UPPER FLOOR PLAN NOTES GARAGE RIGHT 41 op • JOB NUMBER 26002.217 • CAD FILE LOT 29 TB ISSUED 09-13-16 REMISED f 7A i DAVIS BEWS DESIGN GKOVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER —­� EST. 1994 x C U �p 0 _jh� to 2 cm Lm D JM Lo n J T O O 003�E a a:= Orn = o cy L(A (Cti L; -A z 10 41 op • JOB NUMBER 26002.217 • CAD FILE LOT 29 TB ISSUED 09-13-16 REMISED • TITLE • UPPER FLOOR PLAN NOTES f 7A i DAVIS BEWS DESIGN GKOVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER —­� EST. 1994 • TITLE • UPPER FLOOR PLAN NOTES JOB NUMBER 26002.217 CAD FILE LOT 29 TB ISSUED 09-13-16 REMISED p x 0 DALVIS BEWS DESIGN GROUP C 00 TAMPA • E>ET%IVER. a EST. 1994 �--- do MN~ N O N M N N i. >'�JM ` L � U. 0 Co ID 'Q JTo O�C0 1 O ti y� O� T Z�'�v JOB NUMBER 26002.217 CAD FILE LOT 29 TB ISSUED 09-13-16 REMISED p UPPER FLOOR PLAN DIMENSIONS SCALE: 1/4" = P -m" GARAGE RIGHT • TI TLE • UPPER FLOOR PLAN DIMENSIONS DALVIS BEWS DESIGN GROUP 150 STATE STREET EAST OUXMAR, FLORmA 34677 813.925.1300 TEL 813. 925.1800 FAX WWW.DAVISBEWS.COM TAMPA • E>ET%IVER. a EST. 1994 �--- UPPER FLOOR PLAN DIMENSIONS SCALE: 1/4" = P -m" GARAGE RIGHT • TI TLE • UPPER FLOOR PLAN DIMENSIONS CORIAN CAP VERIFY ORIENTATION PLS WO" \\ OF SEAT WITH PLAN TUE DECK - IS„ P. v TILE 5EAT 21�g - TUB / SHOWER TYP. SEAT LOW -WALL DETAIL 5C,1Lk . 0" TRU55L5 BEYOND 11 BLOWN INSULATION ATTIC ACCESS DETAIL SCALE: 1/2" = I' 0" "` H, LOW WALL OR — !l "GC. VERIFY) 45H NG BY )EK 4X4 AZEK OR EQUAL 8" 5EALANT BEAD - UGGO "J" MOULD UGGO FINI5H --'" U;HANE / BUILDING APER .ONC. LINTEL - SEF STRUCTURAL ,AFCT6) SCALE: 1/2" = 1'-0" TOP RAIL TOP OF RAILING G.G. VERIFY BALL15TER 5HIM AS C 0 '' 0 POP-UP OUTLETS (G.G. VERIFY - REQ'D. DECKING 1 C451NG N f/) -- 2x 5TUD5 (PER 4" DIA. 5PHERE 5TD. I PLAN) L L ° U. BASE 0Cca_ J T CABINET .� 0 C O r L OF BOTT. RAIL BACKING 0 0 C Z�Ler 5Y5TEM 1/2" DRYWALL CALI. TOP "` H, LOW WALL OR — !l "GC. VERIFY) 45H NG BY )EK 4X4 AZEK OR EQUAL 8" 5EALANT BEAD - UGGO "J" MOULD UGGO FINI5H --'" U;HANE / BUILDING APER .ONC. LINTEL - SEF STRUCTURAL ,AFCT6) SCALE: 1/2" = 1'-0" TOP RAIL TOP OF RAILING x m w BALL15TER C 0 '' 0 ,k k (G.G. VERIFY -1 0 0 DECKING STYLE) aC -• N f/) �t .�NNC11 4" DIA. 5PHERE L >;j CO I L L ° U. 0Cca_ J T 2" DIA. 5PHERE .� 0 C O r L OF BOTT. RAIL A 0 0 C Z�Ler 5Y5TEM TOP OF DECK RAILING -J-U DETAIL ALL GUARDRAIL5 AND HANDRAIL5 TO BUILDING PAPER TO LAP -� OVER METAL FLA5HING MIN. 2"x6 1, 26 GAUGE GALV. BONDERIZED "L -METAL" WEEP -SCREED FLASHING PLI-DEK 5Y5TEM -RUN METAL LATHE TO ICG -ES E5R-2091 EDGE OF THE SLOPE 6" HORIZONTAL 5URFACE r1/4" / FT. MIN. x - DRAPE 1WR5" OVER EDGE AND DOWN PA5T — 3/4" 058 SNEATNING TRIM BD. PRE-ENGINEERED EXTERIOR — FLOOR J015T5 OR 2x CONV, 8" CM�a u FRAMING NOTE: FOLLOW MANUFACTURER'S IN5TALLATION IN5TRUCTION5 FOR PROPER FLASHING TECHNIQUES AND UNDERLAYMENT INSTALLATION. EXTERIOR DECK DETAIL E r ;.:;SAME ARCHWAY STAIR NOTES: RAILING BALU5TER5 5HALL BE SPACED 50 THAT A 4" 5PHERE CANNOT PA55 THROUGH. THE TRIANGULAR OPENINGS FORMED BY THE R15ER, TREAD AND BOTTOM RAIL OF A GUARD AT THE OPEN 51DE OF A STAIRWAY ARE PERMITTED TO BE A SUCH A 51ZE THAT A 5PHERE OF 6 INCHES CANNOT PA55 THROUGH OPENINGS FOR REQUIRED GUARDS ON THE 51DE5 OF 5TAIR TREAp5 5HALL NOT ALLOW A 5PHERE 4 3/8 INCHES TO PA55 THROUGH HANDRAIL5 HANDRAIL5 FOR 5TAIRWAY6 5HALL BE GONTINUOU5 FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP R15ER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST R15ER, HANDRAIL ENDS 5HALL BE RETURNED OR 5HALL TERMINATE IN NEWEL PO5T5 OR SAFETY TERMINALS, HANDRAIL5 ADJACENT TO A WALL SHALL HAVE A 5PACE OF NOT LE55 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAIL5. GONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA 5 1/4" CROWN MOULDING SMOOTH FIN15H W/ SEMI GLO55 PAINT 3 1/4" 545E BD. (1443) FOYER A�RC�HE�S B 5 TREADS AT 1 42" H. LOW 10.00" EACH LANDING WALL UNDER -STAIR PROTECTION ENCLO5ED ACCE551BLE SPACE UNDER 5TAIR5 5HALL HAVE WALLS, UNDER -STAIR 5URFACE AND ANY 5OFFIT PROTECTED ON THE ENCL05ED 51DE W/ 1/2 INCH GYP5UM BOARD PER F.B.C.R. - 5TH EDITION (2014) 8302.1 • JOB NUMBER 26002.217 CAD FILE LOT 29 TB ISSUED 09-13-16 REVISED 3/4" PLYWD. x m w DAVIS BEWS DESIGN GROVP C 0 '' 0 TAMPA • DENVER - EST. 1994 �z— -1 0 0 DECKING LINE OF5TAIR5 M 0 `', N f/) BEYOND L >;j CO L L ° U. 0Cca_ J T .� 0 C O L 7++(0 FLOOR A 0 0 C Z�Ler 5Y5TEM -J-U ALL GUARDRAIL5 AND HANDRAIL5 TO ` Z — 36 H. CONTINUOU5 COMPLY WITH FBG 8301 AND TABLE 1" N051NG R301.5 PER F.B.C.R. - 5TH EDITION (2014). GRASPABLE ` (TYP.) * k -- RAILING 42" H. LOW �i WALL 10.00" (TYP.) 2x8 JOIST a (TYP.) � I W a I � -2x 5TRINGER5 S' �' r II STORAGE ca 2x TREAp5 AND I UNDER — - Ix R15ER5 ITYP.) (I 5TAIR5 10 TREAp5 AT 10.00" EACH LANDING STAIR SECTION SGALE: 1/4" = 14" • JOB NUMBER 26002.217 CAD FILE LOT 29 TB ISSUED 09-13-16 REVISED x m w DAVIS BEWS DESIGN GROVP C 0 '' 0 TAMPA • DENVER - EST. 1994 �z— -1 0 0 a� M 0 `', N f/) L >;j CO L L ° U. 0Cca_ J T .� 0 C O L 7++(0 0 0 C Z�Ler • JOB NUMBER 26002.217 CAD FILE LOT 29 TB ISSUED 09-13-16 REVISED W Q' O) V / N o � 00 .r Z CD m U. ®0``®0111181!/s ,' vo Od • : 'w OD o .�= ac • • O .Z .• c 0 ��c9••0••0•8 a® ON z rl***4 F�m 0 vo 3422 • SHEET • I`�FTOTI � DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDRAAR, FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER - EST. 1994 �z— W Q' O) V / N o � 00 .r Z CD m U. ®0``®0111181!/s ,' vo Od • : 'w OD o .�= ac • • O .Z .• c 0 ��c9••0••0•8 a® ON z rl***4 F�m 0 vo 3422 • SHEET • I`�FTOTI � 11/21' THICK K SAND FIN15H C U too to EST. 1994 KEY5TONE -- - (IF APPLICABLE) N RAISED C9 SAND FINISH i. >;JM TEXTURED BANDING 00 Tr� -1 4 O NOT � TH5 DETAIL SHOWS THE TYPICAL THIGKNE55 Y L �++N OF ALL RAISED TEXTURED FINISH BANDING U) 0 iv « AND SAND FIN15HED KEYSTONES (WHERE APPLICABLE) IF THICKNE55 15 TO BE w DIFFERENT IT WILL BE GALLED OUT AT SPECIFIC KEYNOTE CALL -OUT I 4 � THICK TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" : 1'-0" UEAR OPENINGS HEIGHTS >,)FLI.ING UNITS, WHERE THE OPENING OF AN OPERABLE IS LOCATED MORE THAN 72 INCHES ABOVE THE N IED GRADE OR SURFACE BELOW, THE LOWEST PART r CLEAR OPENING OF THE WINDOW SHALL BE 4, I,l"UM OF 24 INCHES ABOVE THE FINISHED FLOOR 01' THE �' ", IN WHICH THE WINDOW 15 LOCATED. OPER45LE "ON5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ^UJ P, 54GE OF A 4 INCH DIAMETER SPHERE WHERE OF'ENNN 5 ARE LOCATED WITHIN 24 INCHE5 OF THE iED FLOOR PER F.5.C.R. - 5TH EDITION (2014) 8312.2 u N,,o3W FALL PREVENTION DEVICES AND WINDOW GU4RD5, kI PROVIDED, SHALL COMPLY WITH THE k_CUIREMENT5 OF ASTM F 2090 PER F.B.C.R. - 5TH EDITION 014; 8312.2 -- --- A 1 I� I I' I I I' it TYP. WINDOW/ DOOR TRIM DETAIL r ✓E;RIFY ALUMINUM ' 7x6 5UL3-FASCIA ;AUT TYPICAL) EGRE55 NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR, THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM 12 12 a 12 DECORATIVE 6� 6 ROOFLE 6/ GABLE LOUVER 6" LAP _ ... 12 51DING (TYP) �6 ROOF LE SHINGLE 6" - _ 6" TRIM 51p. R0� -- - -- 4" BANDING PLT, HT, TYP. WINDOW / DOOR TEMP. FR. DR5. -- TRIM DETAIL (5EE - DETAIL TH15 SHEET) i(TYP.) DECORATIVE G.O '4" FIXED 5HUTTER5 _ (TYP.) f N, INC: L SHINGLE STUCCO FIN15H tl, 12 ROOF 5HINGLE DECORATIVE 0 12 ROOF FF k.INE GABLE LOUVER a6 SECOND FF, LINE — — — — — 12 �6 6" BANDING 4 SANDING T.O.M. - TEXTUREDSTUCCO RAILING 6" BANDING FIN15H FIN15H 8" BANDING ' ✓ -TYP. WINDOW / DOOR ER5 2" TRIM DETAIL (5EE 1f DETAIL TH15 SHEET) . r = �� T - � l YP J - ti r `� COACH LIGHT (TYP) . 4" BAND ING i:R DOG_.__ TEXTURED TEMP: FINISH V Fr LINE — — — MAIN F.F. LINE GRADE LINE --/4" BANDING dw (ASSUMED) G.C.ERT FFRONT ELEVATION [)OCR.R ;C4LF, 1/4" : I'-0" ELEVATION "All GARAGE RIGHT • JOB NUMBER 26002.217 • CAD FILE LOT 29 T3 ISSUED 09-13-16 REVISED K DAVIS BEWS DESIGN GROVP C U too to EST. 1994 N C9 i. >;JM L . 00 Tr� -1 4 O OW C 00 3�EL L �++N U) 0 ZG • JOB NUMBER 26002.217 • CAD FILE LOT 29 T3 ISSUED 09-13-16 REVISED uj ;� a: Am CD N 00 az Ll to C ®`�rlrlluvortir�� � u, e o W :. J Q ,. .pa coQ N- ®•••••••• je• 0 V) 0 0 0 0 111 W z ISL N • • 3422 • • • TITLE • FRONT ELEVATION DETAILS I 3A1 I 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 uj ;� a: Am CD N 00 az Ll to C ®`�rlrlluvortir�� � u, e o W :. J Q ,. .pa coQ N- ®•••••••• je• 0 V) 0 0 0 0 111 W z ISL N • • 3422 • • • TITLE • FRONT ELEVATION DETAILS I 3A1 I I UPPER ROOF VENT REQUIREMIENTS VENTILATION CALCULATIONS ATTIC AREA = 1918 SQ. FT. / 300 = 6.39 SQ, FT. X 144 = 921 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 460.32 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 4 HALF AT LOW SOFFIT / EAVE VENTS = 460.32 SQ. IN. ACTUAL SOFFIT VENTILATION = 587.6 SQ. IN. MAIN ROOF VENT REQUIREMENTS VENTILATION -CALCULATIONS ATTIC AREA = 240 SQ. Fr. / 300 = 0.80 SQ. FT. X 144 = 115 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 57.60 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRIED = 1 HALF AT LOW SOFFIT / EAVE VENT'S = 57.60 SQ. IN. ACTUAL SOFFIT VENTILATION = 48.5 SQ. IN, * * * * * VENT CALCULATIONS BASED ON THE FOLLOWING * 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT * 9.7 SQ. IN. PER LINEAR FOOT OF SOFFIT VENT G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. - LANAI ROOF • Y —A DAVIS BEWS DESIGN GROUP VENT REQUIREMENTS TAMPA • DENVER x m w VENTILATION CALCULATIONS * * * * * Lo 0 o ATTIC AREA = 273 SQ. FT. / 300 = 0.91 SQ. FT. REE FFR '!) CCVFR 5,.l=F' X 144 = 131 SQ. IN. GENERA_ NC "-5 CR N' 0) ROOFING 'JND� RL Mi -NT 0000) HALF AT UPPER 2/3 ROOF VENTS = 65.52 SQ. IN. REQUIR=MENT5 FOR ROC' M # UPPER 2/3 ROOF VENTS REQUIRED = 1 CNF LEF TH,JN 412 > .J m HALF AT LOW SOFFIT / EAVE VENTS = 65.52 SQ. IN. L�' • ACTUAL SOFFIT VENTILATION = 157.7 SQ, IN. 4; ro� qJ�0 --------------- -------- LL L L N 0 z I a I I I 3:12 II --•- I I I I • _► I I II I I I ups I �I2 ----------------------------------- I I I ,vf I I i I II \U I I I I ti� O��F-RIDGE /;..NT (T'Y='J I RIDGE ......... a I ! I I f I I I I li I I I I — — — — . 1 6:12 DoeI I I I I L q( Y iu ai— — — — — -------------- 11_ u, (, I ty I ijy 6:12 6:12 6:12 I I i y I I - L ------ -------- - -_----- -0" _ T) P GARAGE ROOF O✓ERHANG VENT REQUIREMENTS AT HIP VENTILATION ALC ULATIONS _ U.N.C.) _C ATTIC AREA 63 SQ. FT. / 300 = 0.21 SQ. FT. X 144 = 30 SQ. IN. ROOFPLAN HALF AT UPPER 2/3 ROOF VENTS = 15.12 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 1 I_ '.ISS, _ "0 II HALF AT LOW SOFFIT / EAVE VENTS = 15,12 SQ. IN. ACTUAL SOFFIT VENTILATION = 36.4 SQ, IN. 1112" THICK SAND FINISH KEYSTONE - OF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING NOTE: z TP15 DETAIL 5HOW5 THE TYPICAL THICKNESS cv- J, OF ALL RAISED TEXTURED FINISH 54NDING AND SAND FINISHED KEY5TONE5 (WHFRE w x APPLICABLE) IF TPICKINE55 IS TO BE DIFFERENT IT WILL BE GALLED OUT A'1" Lu SPECIFIC KEYNOTE GALL -OUT -- -- -- INSTALLATION OF EXTERIOR LATHING ANS) FRAMIN(i APPLICATION REQUIREMENTS TO BE F"_R F,BCR - FTH 3/4" EDITION (2014) R103.6.1 AND ASTM C; 1063 THICK THICKNE55 OF TEXTURED FINISH OvFR FRAME APPLICATION TO BE PER F.B.G.R. 5TH EDITION (2014: R103.6.2 AND 45TM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND l OR SAND FINISH KEYSTONE SCALE OPENING WEIGHTS N%,,,1! i.'..ING UNITS, WHERE THE OPENING OF AN OPERABLE \ 15 LOCATED MORE THAN 12 INCHES ABOVE THE \5 :) C7RADE OR SURFACE BELOW, THE LOWEST PART I. AR OPENING OF THE WINDOW SHALL BE A N OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE N WHICH THF WINDOW 15 LOCATED. OPFRABI F'N WRD I THF WINDOW IS LOCATED. OPFRABI F -NS OF WINDOWS SHALL NOT PERMIT OPENINGS TI.aAT a, P45SAGE OF A 4 INCH DIAMETER SPHERE WHERE 3i.`. /,'F'kNING5 ARE LOCATED WITHIN 24 INCHES OF TF ", >L7D FLOOR PER F -5 -CR. - 5TH EDITION (2014) 8312,2 U \ FAL./ PREVENTION DEVICES AND WINDOW GUARDS, t'ROVIDED, SHALL COMPLY WITH THE RI �FMENT5 OF ASTM F 2090 PER F.B.C.R. - 5TH EDITION "4014 X312,2 30'-8 (VERIFY W/ TRUSS MANUF.) GIRDER 12 TRUSS6 -ROOF TRUSSES 12 AT 24" O.C.— (TYPICAL) .G.— (TYPICAL f �r1 rr LOFT BR. 3 12 i�.iI rr 6 -� FLOOR SYSTEM �- coNc 1� -1 T� T REFER TO COVER SHEET GENERAL NOTES FOR ROOFING UNDERLAYMENT REQUIREMENTS FOR ROOF PITCHES LESS THAN 4:12 * * * * _._ 0 3 GONG LINTEL LINTEL 1 - i - F -I --- I , 1, -_ _�_ �. ENTRY FOYER TT --- L_ L -J LANAI SECTION AA_ SCALE: 1/8" = 1'-0" SHINGLE ROOF G.C. VERIFY ALUMINUM 12 OVER 2x6 SUB -FASCIA 6 12 SHINGLE GALL -OUT (TYPICAL) �6 ROOF SHINGLE 1212 ROOF 6C/' SHINGLE 12� �6 ROOF J -STUCCO —PLT. HT. r FINISH PLT. HT. SCORED OPEN d /5TUGCo 12 y JOINT � STucco FINISH / �6 FINISH /5H �- f mill SECOND FF, LINE 8 ROOF�E SECOND F.F. LINE T.O.M. T.O.M. - --� /TEXTURED /TEXTUREDFIN15HSTUCCO <* FIN13P FINISH MAIN F.F. LINE / MAIN FF. LINE GRADE LINE (ASSUMED) LEFT ELEVATION_ SCALE: 1/8" = I'-0" * * * * * REFER TO COVER SHEET GENERAL NOTES FOR ROOFING UNDERLAYMENT 12 REQUIREMENTS FOR ROOF 12 / a6 PITCHES LESS THAN 4:12 b[7-/1INI/11I r SHINGLE * * * * * 111 ROOF G..G, VERIFY ALUMINUM ROOF 12 OVER 2x6 SUB -FASCIA 6� PLT. HT, CALL -OUT (TYPICAL) PLT. HT. STUCCO ❑ ❑ SHINGLE STUCCO FINISH * ROOF * r �oq * FINISH SECOND F.F. LINE 3 to _ T.O.M. BE YO D 8 SECOND FF. LINE _ T.o,M. _ - — T.o.M, _ TEXTURED FINISH _ TEXTURED FINISH MAIN F.F. LINE TEMP. MAIN FF. LINE GRADE LINE - (ASSUMED) REAR ELEVATION SCALE: 1/8" - 14" * * * * * REFER TO COVER SHEET G.G. VERIFY ALUMINUM 6 12 GENERAL NOTES FOR OVER 2x6 SUB -FASCIA - 12 ROOFING UNDERLAYMENT SHINGLE CALL -OUT (TYPICAL) 6 12 REQUIREMENTS FOR ROOF ROOF �6 SHINGLE ROOF PITCHES LE55 THAN 4:12 12 /SHINGLE 12 6 * * * * * a 6� ROOF PLT. HT. L7. HT. OPEN � �UCCO STUCCO FINISFINIS _ FINISH 0 F.G. H 7 SHINGLE H 12o27 m ROOF3 SECOND F.F. LINE 6L� $" SECOND F.F. LINE all SECOND_ F.F. LINE cO T.O.M. T.OM SHINGLE 0" ROOF ❑ Ll❑ ❑ ■ V OPEN /-TEXTURED /TEXTURED FINISH EFINISH% TEMP. i MAIN F.F. LINE MAIN F.F. LINE GRADE LINE (ASSUMED) RIGHT ELEVATION SCALE: 1/5" - 14" ELEVATION "All GARAGE RIGHT • JOB NUMBER 26002.217 • CAD FILE LOT 29 TB ISSUED 09-13-16 REVISED I • 0 m • Y —A DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAit, FLORIDA 34677 813 - 925 - 1300 TEL 813 925 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER x m w C Lo 0 o N' 0) 'A 0000) ._ M Lo > .J m L�' • 0 0 4; ro� qJ�0 0�C0 LL L L N 0 z • JOB NUMBER 26002.217 • CAD FILE LOT 29 TB ISSUED 09-13-16 REVISED I • 0 m 3422ID , • TITLE • SIDES AND REAR ELEVATIONS ROOF PLAN BUILDING SECTION DETAILS Y —A DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAit, FLORIDA 34677 813 - 925 - 1300 TEL 813 925 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 3422ID , • TITLE • SIDES AND REAR ELEVATIONS ROOF PLAN BUILDING SECTION DETAILS #3 - BUILDING WRAP TO GO OVER FLASHING I #2 I � 1 - FLASHING TO BE FLEXIBLE SELF j #1 ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL I TYPICAL FLASHING AT PRECAST AND EXTERIOR SHEATHING ROOF MATERIAL PER ELEVATIONS WITH APPROVED UNDERLAYMENT (REFER TO COVER SHEET) PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. HURRICANE STRAP PER ROOF FRAMING PLAN gk BRG.HGT ALUM. DRIP EDGE 2x6. FASCIA VENTED ALUM, SOFFIT SHEATH & EXT. FINISH WINDOW FLASHING AS REQ'D 1x4 WINDOW TRIM DBL. HEADER TYPICAL WINDOW AND SLIDING GLASS DOOR "Z" FLASHING DETAIL OPTION - A FLASHING WOODEN SIDING SILL PLATE SEE NOTE #2 WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL. WITH WEATHER RESISTIVE BARRIER TAPE FLASHING NOTES. 1. FLASHING Tl', BE FLEXIBLE SELF-ADHESIVE TYPE (MIN 6' 1NIDE 2. INSTAL i FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICAi_I_Y FASTEN AS NECESSARY TY.F.I.C-A-L-SLIDING GLASS DOOR FLASHING DETAIL FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER \� BARRIER & TEMPORARIL.Y SEC:'.JRE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING \ BARRIER i WEATHER RESISTIVE BARRIER TAPE -- (ASSEMBLED WINDOW) FLASHING EXTERIOR SHEATHING SILL PLATE 1 i i i FLASHING L I FLASHING DO NOT FLASH OVER BOTTOM �I NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: NOTES: 1 CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WIND<:;'vV INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" -- -- --- 15/32 O.S.B. SHEATHING 2X4'S @ 16" O.C. BRG EXT WALL BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z FLASHING TO EXTEND 36" FLASHING UNDER S.G.D. AS __ RUBBER MEMBRANE BEYOND SHOWN, PROVIDE 4' -1" BEAD OF EXTERIOR FINISH 1 CONST. ADHESIVE TO BE APPLIED �- BUILDING WRAP BEYOND FLASHING. i CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE ' BETWEEN PAN FLASHING 1 / AND DECK FLASHING. LIQUID NAIL BRAND OR EQUAL EXTERIOR FINISH WATER PROOF CAULKING I �'PER BUILDER 1 WATERPROOF MEMBRANE _ WATERPROOF MEMBRANE 7/16" O.S.B. SHEATHING FLASHING. _- PROVIDE SELF ADHERED , FLASHING Z-2vO 20" FLOOR LAPPING DOWN OVER RIM JOIST . TRUSS AND UP WALL BY 6" 2X8 TRIM BOARD STUCCO "J" MOLD WATERPROOF MEMBRANE SEE STRUCTURAL FOR 7/16" O.S.B. SHEATHING j 2X12 #2 SYP CONT LEDGER W/ TEXTURED CEMENT PLASTER FINISH G (4) 1/4" X 4" LAG SCREWS SPACED EVENLY @ 24" O.C. MAX TYPICAL ( EA. FLOOR TRUSS) FLASHING AT BALCONY USP HTA20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY EX I ERIOR SHEATHING 4F4 FOLD UP WEATHER 'Q `\ RESISTIVE BARRIER & TEMPORARILY SECURE WEATHER RESISTIVE BARRIER P� -SILL PLAT (SEE DET/',11- B FOR OPTIluNS; �1) 6P ----CORNER PATCH 2� :1" _.. ---FLASHING NOTES. 1. FLASHING Tl', BE FLEXIBLE SELF-ADHESIVE TYPE (MIN 6' 1NIDE 2. INSTAL i FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICAi_I_Y FASTEN AS NECESSARY TY.F.I.C-A-L-SLIDING GLASS DOOR FLASHING DETAIL FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER \� BARRIER & TEMPORARIL.Y SEC:'.JRE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING \ BARRIER i WEATHER RESISTIVE BARRIER TAPE -- (ASSEMBLED WINDOW) FLASHING EXTERIOR SHEATHING SILL PLATE 1 i i i FLASHING L I FLASHING DO NOT FLASH OVER BOTTOM �I NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: NOTES: 1 CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WIND<:;'vV INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" -- -- WALL COVERING 2014 FBRC SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. w M R703.2 WATER -RESISTIVE BARRIER .�e00 ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH z° ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF LLi ci ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVERLn -� THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS b u THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND `�r``®�'wllla�r�i�i ora TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE ��®`°'�.®•®•®®d� ��,� Z'�`:• EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. .CO �® R703.8 FLASHING �' .0 a Q z: APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT '` ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING c900•••.,,6„ COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR *®F FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT P COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: W V 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND z TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURERS INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. rsj 1.4 IN ACCORDANCE WITH FMA/HAMA 100' FMA/AAMA 200 FMA/WDMA 250,' OR FMA/AAMA/WDMA 300. F�m 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 0 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME ° CONSTRUCTION. 3422 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. 2X4'S @ 16" O.C. BRG EXT WALL x ro 1 491- DAVIS BEWS DESIGN GROVP FLASHING TO EXTEND 36" EST. 1994 0 J N� I 7/16" O.S.B. SHEATHING EXTERIOR FINISH N' �- BUILDING WRAP BEYOND FLASHING. PER BUILDER PROVIDE FLASHING .2 N y , BOOT AT POSTS j M CEMENT PLASTER STOP `L. cL. WATERPROOF MEMBRANE _ WATERPROOF MEMBRANE 7/16" O.S.B. SHEATHING FLASHING. OroC0 LL L 0) L * N 4. p . m Z-2vO 20" FLOOR TRUSS 2X8 TRIM BOARD STUCCO "J" MOLD SEE STRUCTURAL FOR 7/16" O.S.B. SHEATHING - CONNECTORS 24" FLOOR TRUSS SEE STRUCTURAL 8' CMU BLOCK TEXTURED CEMENT PLASTER FINISH TYPICAL FLASHING AT BALCONY WALL COVERING 2014 FBRC SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. w M R703.2 WATER -RESISTIVE BARRIER .�e00 ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH z° ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF LLi ci ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVERLn -� THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS b u THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND `�r``®�'wllla�r�i�i ora TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE ��®`°'�.®•®•®®d� ��,� Z'�`:• EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. .CO �® R703.8 FLASHING �' .0 a Q z: APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT '` ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING c900•••.,,6„ COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR *®F FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT P COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: W V 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND z TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURERS INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. rsj 1.4 IN ACCORDANCE WITH FMA/HAMA 100' FMA/AAMA 200 FMA/WDMA 250,' OR FMA/AAMA/WDMA 300. F�m 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 0 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME ° CONSTRUCTION. 3422 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. ° M MQU91UP 2600 17 • GAOMOENAM€OT 29 TB 1D 09-13-16 x ro 1 491- DAVIS BEWS DESIGN GROVP U 00 EST. 1994 0 J N� N' N 0 M .2 N y , j M `L. cL. 0 ro =~ J 0 OroC0 LL L 0) L * N 4. p . m Z-2vO ° M MQU91UP 2600 17 • GAOMOENAM€OT 29 TB 1D 09-13-16 FLASHING DETAILS • TITLE • FLASHING DETAILS • SHEET • 1 491- DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAk FLORIDA 39677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 FLASHING DETAILS • TITLE • FLASHING DETAILS • SHEET • /-SHEATHING TEXTURE FINISH COAT —BROWN COAT -5CRATCH COAT SELF -FURRING 3 ! LATH TWO LAYER5 WR5 WEEP SCREED oTERMINATE SELF 1 ADHESIVE FLASHING -{{ AT LOWER N05E OF -I M.W.W.5. SELF ADHESIVE FLASHING MA50NRY BLOCK ---�_ / WALL WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR SHEATHING REFER TO TECHNICAL / LETTER ON CHEMICAL / COMPATIBILITY ° SELF -ADHERED FLASHING WEATHER RESISTIVE \\ BARRIER DOOR ROUGH OPENING WOOD FRAME CONSTR. / SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING T SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING'/ SUBFLOOR (SEE DETAIL WP07) RIM JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR 3/4"-1" BEAD OF CONSTR. SHEATHING ADHESIVE TO BE APPLIED UNDER - THRESHOLD OF DOOR AND RETURN ' UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE / DETAIL WP02) SELF -ADHERED FLASHING .. NAILING FLANGE SELF -ADHERED - FLASHING / - - WINDOW UNIT SLOPE 0.3 in: 120 in (0.6 cm. 30.5 cn ) -- - - - - SELF -ADHERED FLASHIt•iG EXTERIOR CEMT. FIN. BUILDING PAPER ` WIRE LATH I r SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHk r INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB & HEAD THROUGH SELF -ADHERED FLASHING, SEE FLASHING SELF -ADHERED FLASHING FLANGED WINDOW (SEE DETAIL WP01) SCORED RELEASE PAPER SELF -ADHERED FLASHING, (BEFORE FULDING. SCORE EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE VERTICALLY FROM ADHESIVE A;, SHOWN) BOTTOM OF THRESHOLD / SEAL TOPS OF JOISTS DO NOT FLASH OVER i UNDER DECKING INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS BOTTOM NAILING (SEE DETAIL WP07) " INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER FLANGE SHEDDING LAPS SELF -ADHERED FLASHING SELF= -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR DOOR WITH DECK WALL SHEATHING /i i ASPHALT SEALANT: /,,mmm /CONT. GALV. "L" EXTEND MIN. OF 6" Wmml/�FLASHING PER OUTSIDE OF FLASHING /ce MANUFACTURES SPECIFICATIONS ROOF CRICKET MIN 3.12 SLOPE CRICKET AS (REQUIRED AT SPECIFIED ALL LEVEL VALLEY ;- VERTICAL WALL 6„ j BY PLAN LOCATIONS) , % AT ENTRY � I DIVERTER FLASHING Mitis \ - - (ROOF MATERIAL PER DRIP EDGE ELEVATIONS WITH APPROVE:C' NOTE: THIS DETAIL. IS REQUIRED FASCIA —='-'UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. BEAUTY ,:> 1"RIF' ROOF SHING OVER FLASHING FIGURE 1: FLASHING INSTALLATION CONI /�i_V GALV TAR "L" FLASHING PER TEXTURED, PAINTED MANUFACTURES EXTERIOR WALL FINISH SPE�,IFIC TIONS OVER RO:)F SHINC.,LE._ W,' TAR HOLD EXTERIOR Y. FINISH 2" ABOVE SHINGLE PER °°° ���x. GL ROOF 'ter < CONTRACT a TEXTURED, PAIN*"^ EXTER. WALL FIS PLASTER STOP BEAUTY STRIF SHINGLE OVE FLASHING W/ CONT. GALV. FLASHING PEF MANUFACTUR SPECIFICATIO OVER ROOF SHINGLES W/ SELF -ADHERED FLASHING INSIDE CORNER ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6" ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL SEALANT HING DETAILS FLASHING INSTALLATION WHERE ROOF MEETS VERTICAL WALL FLASHING eke,. - ` M% IAL +{ IP EDGE TO r. r,t , F t UNDr ��� � /�O� UNDER \;�MENT AT CAULKING ROOF L/\\/ES p,, o0 0 Fs, c�'k �O!?, o yMEN� FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING - 6TO12" PER PLAN 6" HIGH /� \N PEC'S. DIVERTER /" 6 FLASHING / j' GALV. 'L' FLASHING TYPICAL. ROOFING FELT DRIP EDGE i FASCIA FIGURE 3: CORNER DETAIL TYPICAL ROOF TO �� do Ro 2's� JNOER\P \ WALL FLASHING DETAIL �� ��T5�N G°,Rq� GnoRse 3Ro COO \ sl coo RAKE METAL DRIP EDGE TO BE OVER - 5 EAVES - LINE: VALLEY Bl' CENTERING 36" WIDE UNDERLAYMENT AT —14" 28" CERTAINTF LD \!VINTERGUARD GABLE ENDSr / WATERPROOFING SHINGLE 7- FIRST�iARTER SrIINGLE L.INDERLAYMEN i' OR EQUIVALENT EXTEND THE SHINGLES :)VER DIRECTLY TO GC=CK, - THE RAKE AND EAVES ABOU 1 SAVE 7" PIECES 1/2" IF DRIP EDGE IS USI -D. OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP 1 OGE I�' COURSE USED. DO NOT NAIL WITHIN 6" OF EMBED EACH SHINGLE IN A 2" WIDE STRIP OF ASPHALT VALLEY CENTERLINE RAGING CEMENT, CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE -CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE REMOVE i FIGURE 4 VALLEY DETAIL CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR CEMENT PLASTER OVER BLOCK 1ST FLOOR l NOTE: �\ THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S.B. ' SHEATHING KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK VULCUM CAULK BOTTOM JOINT ONLY \ SLAB METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDEDIN SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED BLOCK FLANGE 1/2" WEEP SCREED 7/8" CEMENT PLASTER IN ACCORDANCE WITH DAVIS BEWS DESIGN GROVP ASTMC926 Lo U r0 - ---- APPROVED WEATHER -RESISTANT \\\ MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 Nn w. y rn / BUILDING PAPER tate N � � � Z --7/16" O.S.B. I � ' � V LL J O�iL SHEATHING FINISH FLOOR = ti 00 ro �' 2J13o p C METAL ter. FLASHING --- 3 1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 4a z Vcy I ` MAINTAIN BOTTOM OF WEEP SCREED 1 1/2" TO 2" ABOVE ROOF SHEATHING CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR CEMENT PLASTER OVER BLOCK 1ST FLOOR l NOTE: �\ THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S.B. ' SHEATHING KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK VULCUM CAULK BOTTOM JOINT ONLY \ SLAB METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDEDIN SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED BLOCK FLANGE 1/2" WEEP SCREED • JM NVYAK M 26002.217 • ZXb Mllf NAM€OT 29 TB lib 09-13-16 fkE#m C x ro DAVIS BEWS DESIGN GROVP Lo U r0 EST. 1994- 0 J �� 00 tXi Nn w. y rn tate N � � � Z >�JM V LL J O�iL FINISH FLOOR = ti 00 ro �' 2J13o p C E50- C0 LLr 00 % Et 4a z Vcy I • JM NVYAK M 26002.217 • ZXb Mllf NAM€OT 29 TB lib 09-13-16 fkE#m OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE \' SINGLE --DOUBLE JOIST I I JOIST I I WOOD BEAM BELOW SELF -ADHERED FI J IVIIIY SELF -ADHERED FLASHING --- SELF -ADHERED FLAS ING *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING DECK JOIST OUTSIDE CORNER THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. SELF -ADHERED - FLASHING PATCH )HERED FLASHING Li 1 LL `®r0eatllifill m Cj•• e •. q : . W :Lu s J yr ®' o Z 0 Ln•�•®�•` ®• `ate LASHING DETAILS • TITLE • FLASHING DETAILS • SHEET • Lu 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- OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE \' SINGLE --DOUBLE JOIST I I JOIST I I WOOD BEAM BELOW SELF -ADHERED FI J IVIIIY SELF -ADHERED FLASHING --- SELF -ADHERED FLAS ING *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING DECK JOIST OUTSIDE CORNER THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. SELF -ADHERED - FLASHING PATCH )HERED FLASHING Li 1 LL `®r0eatllifill m Cj•• e •. q : . W :Lu s J yr ®' o Z 0 Ln•�•®�•` ®• `ate LASHING DETAILS • TITLE • FLASHING DETAILS • SHEET • Lu 00 tXi w. c�a Z INSTALL BOTTOM EDGE OFC) WEEP SCREED 1" BELOW V LL J FINISH FLOOR p C OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE \' SINGLE --DOUBLE JOIST I I JOIST I I WOOD BEAM BELOW SELF -ADHERED FI J IVIIIY SELF -ADHERED FLASHING --- SELF -ADHERED FLAS ING *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING DECK JOIST OUTSIDE CORNER THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. SELF -ADHERED - FLASHING PATCH )HERED FLASHING Li 1 LL `®r0eatllifill m Cj•• e •. q : . W :Lu s J yr ®' o Z 0 Ln•�•®�•` ®• `ate LASHING DETAILS • TITLE • FLASHING DETAILS • SHEET • NviG: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POUTER COMPANY. ELECT IC,AL < -�- 0 DUPLEX CONVENIENCE OUTLET W DUPLEX OUTLET ABOVE COUNTER P WEATHERPROOF DUPLEX OUTLET F, GROUND FAULT INTERRUPTER DUPLEX OUTLET �$ HALF -SWITCHED DUPLEX OUTLET FQ SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE mac. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN ;Q. EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) cH CHIMES (OPTIONAL) o PUSHBUTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR so SMOKE DETECTOR so SMOKE / CARBON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) M TELEVISION (OPTIONAL) 0 THEW05TAT 0 ELECTRIC METER _ ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) c� ROUGH -IN FOR OPT. CEILING FAN V J c/> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G v ROUGH -IN FOR OPT. CEILING FAN NOTES - I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GF.IJ AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR SWITCHES.... 42" OUTLETS..... 14" TELEPHONE ... 14" (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, 5UNROOM5, RECREATION ROOMS, CLOSETS, HALLWAYS, AT SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPERPROOF 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 IGF.(). 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N.F.P.,4.10, 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 ALARM5 SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. G.C. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED G.C, VERIFY LOCATION FOR POOL PRE -WIRE W/ 5WITCH FOR LIGHT W.P. / G.F.I. FOR ELEC. G.C. VERIFY: -- _ _..._..:. OUTLET FOR T.U.G. SERVICE LOCATION AND PRE -WIRE FOR EXH, HOOD ROUGH - IN W.F. METER PLUMBING ROUGH -IN ONLY U.C. REF. G.F.I. -. __ g COACH ELECTRICAL ROUGH -IN ONLY _ . __ AT OUTDOOR KITCHEN - LIGHT -- i . 200 AMP. 11 50 GAL. ELEC. J CLEAR W.H. PANEL r — — — — — —GF.I. — - IPWDR, PKT AT 4811 I 1220 V. I ROUGH -IN GRILL \ FAMILY ROOM\ \ 1 <\ \ROUGH -IN I — 1 MAKE jP } \ FOR OPT. \ LIGM, ( FAN/LIGHT I I 1 i ROUGH -IN �_ FOR OPT. - FAN/LIGHT \ C .,.\O, DEN AT G.F.I.148" 1 G.C. TO DETERMINE EXACT <\ I LOCATION OF FLOOR OUTLET ROUGH 1N FOR OPT. \ ° 1 -: - - -- - - - �-, GARAGE PRIOR TO SLAB POUR \ \ FAN/LIGHT i Ll LANAI I FLOOR OUTLET (VERIFY LOCATION) \ WALL PUSHBUTTON FOR \ ,) GD. OPENER \ — MNT. MUD ROOM ' t I \ ROUGH -IN \--, \ �- , � � � � UP TO FOR OPT. ;\% C.) \. LIGHT L--------- \ FAN/LIGHT AND SWITCH 0% G.F.I. COACH / f AT 48" LIGHT - \ W.P. 1 " GRI. I ezl= , �, UP ro OUT TO G.C. VERIFY 5 (4) LIGHT LIGHTS PENDANT LIGHTS 4 ENTRY \ AT HIGH BAR —----------------------- -- — — — — — — — — — — — — — - --.------ 3 3 _ I I CBRUST >10, 10 W/ OPT. GF.I. DooR+32" - - - - - - - - DINING I I /N ANTPE D %0' 1 DIoF 32":\,(VERIFYLIVING ROOM fLOCATION)N) G.C. VERIFY SWITCH , s\- C�fa. BELOW SINKA` Is KITCHEN � I \ II l �{ OF WINDOWS GF.I. GF.I. GF.I. G.F.I. 220V.- (2) A/C — — o __11-00 36 CII I 1 D15CONN, HOOD OUTLET j L 220V. MICRO. +14" (VERIFY) OUTLET (SINGLE OUTLET) MAIN FLOOR ELECTRICAL PLAN GARAGE RIGHT 4/0 ALU. CABLE MAIN DISCONNECT METER A/C ~DISC. COMBO - SQUARE D EST. 1994_ • • X N w.. 0 V L `��, 00 INNER E L450 0 too J '� 0) - cm >;J m LL • roc ti M O L c t N 4,0 . f? d)iti o Z7)2,0 TYP. 14 AND 12 COPPER TO REFER TO FLOOR PLAN FOR NOTED MAIN DISC. INSIDE LIGHTS AND OUTLETS AMPS. REQUIRED PANEL V COPPER TO WATER HEATER UNDERGROUND 08 COPPER r0 RANGE SERVICE BY POWER COMPANY "4 COPPER TO 5/8" GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL ELECTRICAL RISER DIAGRAM NviG: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POUTER COMPANY. ELECT IC,AL < -�- 0 DUPLEX CONVENIENCE OUTLET W DUPLEX OUTLET ABOVE COUNTER P WEATHERPROOF DUPLEX OUTLET F, GROUND FAULT INTERRUPTER DUPLEX OUTLET �$ HALF -SWITCHED DUPLEX OUTLET FQ SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE mac. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN ;Q. EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) cH CHIMES (OPTIONAL) o PUSHBUTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR so SMOKE DETECTOR so SMOKE / CARBON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) M TELEVISION (OPTIONAL) 0 THEW05TAT 0 ELECTRIC METER _ ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) c� ROUGH -IN FOR OPT. CEILING FAN V J c/> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G v ROUGH -IN FOR OPT. CEILING FAN NOTES - I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GF.IJ AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR SWITCHES.... 42" OUTLETS..... 14" TELEPHONE ... 14" (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, 5UNROOM5, RECREATION ROOMS, CLOSETS, HALLWAYS, AT SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPERPROOF 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 IGF.(). 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N.F.P.,4.10, 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 ALARM5 SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. G.C. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED G.C, VERIFY LOCATION FOR POOL PRE -WIRE W/ 5WITCH FOR LIGHT W.P. / G.F.I. FOR ELEC. G.C. VERIFY: -- _ _..._..:. OUTLET FOR T.U.G. SERVICE LOCATION AND PRE -WIRE FOR EXH, HOOD ROUGH - IN W.F. METER PLUMBING ROUGH -IN ONLY U.C. REF. G.F.I. -. __ g COACH ELECTRICAL ROUGH -IN ONLY _ . __ AT OUTDOOR KITCHEN - LIGHT -- i . 200 AMP. 11 50 GAL. ELEC. J CLEAR W.H. PANEL r — — — — — —GF.I. — - IPWDR, PKT AT 4811 I 1220 V. I ROUGH -IN GRILL \ FAMILY ROOM\ \ 1 <\ \ROUGH -IN I — 1 MAKE jP } \ FOR OPT. \ LIGM, ( FAN/LIGHT I I 1 i ROUGH -IN �_ FOR OPT. - FAN/LIGHT \ C .,.\O, DEN AT G.F.I.148" 1 G.C. TO DETERMINE EXACT <\ I LOCATION OF FLOOR OUTLET ROUGH 1N FOR OPT. \ ° 1 -: - - -- - - - �-, GARAGE PRIOR TO SLAB POUR \ \ FAN/LIGHT i Ll LANAI I FLOOR OUTLET (VERIFY LOCATION) \ WALL PUSHBUTTON FOR \ ,) GD. OPENER \ — MNT. MUD ROOM ' t I \ ROUGH -IN \--, \ �- , � � � � UP TO FOR OPT. ;\% C.) \. LIGHT L--------- \ FAN/LIGHT AND SWITCH 0% G.F.I. COACH / f AT 48" LIGHT - \ W.P. 1 " GRI. I ezl= , �, UP ro OUT TO G.C. VERIFY 5 (4) LIGHT LIGHTS PENDANT LIGHTS 4 ENTRY \ AT HIGH BAR —----------------------- -- — — — — — — — — — — — — — - --.------ 3 3 _ I I CBRUST >10, 10 W/ OPT. GF.I. DooR+32" - - - - - - - - DINING I I /N ANTPE D %0' 1 DIoF 32":\,(VERIFYLIVING ROOM fLOCATION)N) G.C. VERIFY SWITCH , s\- C�fa. BELOW SINKA` Is KITCHEN � I \ II l �{ OF WINDOWS GF.I. GF.I. GF.I. G.F.I. 220V.- (2) A/C — — o __11-00 36 CII I 1 D15CONN, HOOD OUTLET j L 220V. MICRO. +14" (VERIFY) OUTLET (SINGLE OUTLET) MAIN FLOOR ELECTRICAL PLAN GARAGE RIGHT • JOB NUMBER 26002.217 • CAD FILE LOT 29 TB ISSUED 09-13-16 REVISED • Y 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_ • • X N w.. 0 V L `��, 00 INNER E L450 0 too J '� 0) - cm >;J m LL • roc ti M O L c t N 4,0 . f? d)iti o Z7)2,0 • JOB NUMBER 26002.217 • CAD FILE LOT 29 TB ISSUED 09-13-16 REVISED 3422 • TITLE • MAIN FLOOR ELECTRICAL PLAN • SHEET • Y 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_ 3422 • TITLE • MAIN FLOOR ELECTRICAL PLAN • SHEET • ELECTRICAL DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER � ` ll. P. WEATHERPROOF DUPLEX OUTLET .F.�. GROUND FAULT INTERRUPTER DUPLEX OUTLET �$ HALF -SWITCHED DUPLEX OUTLET SPECIAL PURP05E OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECE55ED INCANDESCENT LIGHT FIXTURE +p. C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE 4 EXHAUST PAN ;Q. EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) p PU5HBUTTON SWITCH (OPTIONAL) CARBON MONOXIDE DETECTOR so SMOKE DETECTOR so c SMOKE / CARBON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) v TELEV16ION (OPTIONAL) 0 THERMOSTAT DE ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH SPEAKER (OPTIONAL) c7 ROUGH -IN FOR OPT, CEILING FAN v J c/> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN NOTES - 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (Gx.IJ AS INDICATED ON PLANS OR A5 ITEM N0.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS A50VE FINISHED FLOOR: SWITCHES.... 42° OUTLETS ..... 1411 TELEPHONE. _1411 (UNLESS ABV COUNTERTOP) TELEVISION.. J411 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, 6UNR00M5, RECREATION ROOM5, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE A.F.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5, ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.G.I. PROTECTED (G.F.P. 6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH N.FF410, N.E.C. 2011, FE.C.R. - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES 1. EVERY 5UILDING HAVING A P0551L-FUEL -DARNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CAR50N MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR 5LEEPING PURPOSES. 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 BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE L15TED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY, GC VERIFY ALL SMOKti DETECTORS TO EsE HARD -WIRED HORIZ. MAKE-UP MAKE-UP LIGHTS UPPER FLOOR ELECTRICAL PLAN GARAGE RIGHT • JOB NUMBER 26002.217 • CAD FILE LOT 29 TB ISSUED 09-13-16 REVISED DAVIS BEWS DESIGN GPOVP 150 STATE STREET EAST OLDPAAR, FLORIDA 34677 813 .925 .1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DEIVVE,R. EST. 1994 x N w C U �o C ON`',(y) L> =.J cm c')L �. 0 ro=T~ J V � �i L � f,, N 4J Z • JOB NUMBER 26002.217 • CAD FILE LOT 29 TB ISSUED 09-13-16 REVISED 3422 • TITLE • UPPER FLOOR ELECTRICAL PLAN • SHEET • DAVIS BEWS DESIGN GPOVP 150 STATE STREET EAST OLDPAAR, FLORIDA 34677 813 .925 .1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DEIVVE,R. EST. 1994 3422 • TITLE • UPPER FLOOR ELECTRICAL PLAN • SHEET • DESIGN PRESSURES METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD GENERAL NOTES IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL FOUNDATIONS AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES INTERNAL PRESSURE COEFFICIENT +/-0.18 OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF 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 BEARING CAPACITY 2000 PSF 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE TERMITE TREATMENT (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. SD2 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PRESERVATIVE WOOD TREATER. PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS OF PRESSURE TREATED WOOD, ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND PREFABRICATED WOOD TRUSSES CONSUMER SERVICES. (+) 21.2 10 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR (-) 28.3 SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT CAST IN PLACE CONCRETE CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS 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 AND A MAXIMUM WATER/CEMENT RATIO OF 0.58, THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. 50 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. CONFORMING TO ASTM A-615 GRADE 40. C 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WJVF. TRUSS ENGINEER OF RECORD 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION AND LATEST EDITION OF ANSI TPI 1. "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING MANUFACTURER UNLESS NOTED ON PLANS BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF AT EACH END SHALL BE PROVIDED. TRUSSES ONLY, WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE TRUSS DESIGN LOADS: CENTER TO UPPER 1/3 OF THE SLAB. TOP CHORD: Lr = 16 PSF BOLTS AND THREADED RODS DL = 7 PSF (SHINGLE TYPE ROOF COVER) 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.0) DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) 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 HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE MINIMUM FLOOR DESIGN LIVE LOADS: OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. A) FLOORS = 40 PSF B) BALCONIES =60 PSF / 100 PSF (IF BALCONY > 100 SQ FT) 3. FASTENERS OTHER THAN (NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE C) DECKS = 40 PSF D) STAIRS = 40 PSF OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM MINIMUM FLOOR DESIGN DEAD LOADS: MASONRY WALL CONSTRUCTION A) FLOORS = 15 PSF B)BALCONIES = 15 PSF 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, GENERAL LOADING: CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 ATTIC WITHOUT STORAGE = 10 PSF PSI (fm = 1900 PSI) ATTIC WITH LIMITED STORAGE = 20 PSF 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF 3. HEAD MORTAR JOINTS AT (PRECAST WINDOW SILLS TO BE NO MORE THAN 1". GUARDRAILS IN -FILL COMPONENTS = 50 PSF 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSL -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WI1-H CELLS -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING 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 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 WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U N.O VERITCALLY. TIES TO THE LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM 0 H EA. END. NOTE; PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL, REBAR 12d TOENAILS EACH END. POSITIONERS IN MIDDLE OF WALL -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U N O MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND 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 COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-133 SECTIONS 1, 2 AND 3 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USEC; W BOND COURSE EMBEDDED FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" 1O 1 1/2" PERPENDICULAR TO TRUSS SPAN AT 15-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCRF l::N, METAL DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE F=LOW OF GIROUT INTO ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. CELLS BELOW: THE USE OF FELT PAPER AS A STOI-' IS PROHIBITED.. -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING INDICATED ON TRUSS SHOP DRAWINGS &BCSI-B3. ("T" BRACING MAY BE USED I.L.O. CONSTRUCTION SHALL BE THE RESPONSIBILITY Of: THE CONTRACTOR PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AW) NO TNT CONCENTRATED LOADS FOR (7) DAYS. PER CODE At'I 3.18, LATEST EDI FIG( 5.11.1 TABLE WITHIN BCSI-B3). 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE. FILLED (",ELL W/ -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT .TOP AND BOTTOM OF HEEL W/ (2) 12d TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND EITHER RODDING OR PENCIL VIBRATOR TO ENSURE.: PROPER CONCRETE INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 CONSOLIDATION. BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN WOOD CONSTRUCTION BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3. 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NEPA "NATIONAL DESIGN 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS, STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), FIELD REPAIR NOTES SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO 2 GRADE SHALL BE USED REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS END -JOINTED 1. OMITTED REBAR LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVIT)' OR WIND) DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE TREATED MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4 FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS'l HAT FORM THE STRUCTURAL MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR USE SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING AND NOT PROPERLY PROTECTED BY A ROOF, SAVE OR SIMILAR COVERING SHALL BEND). BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM 2. STRAPS/CONNECTOR SUBSTITUTION NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY & LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU'S (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY INSTALLATION INSTRUCTIONS ARE FOLLOWED. SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE 3. STAIR CONSTRUCTION DESIGNED AND DETAILED BY OTHERS. 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE USED FOR RISERS & TREADS ILO 2xl2'S (SEE GEN. STAIR DIETS FOR ADDIT'L INFO.) CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS ALL 4. METAL STUD SUBSTITUTION HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS SIMPSON HSS2 STUD SHOES, TYP U.N.O. 5. OMITTED J -BOLT 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHER DRILL & EPDXY CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY -1 HE TYPE w/ SIMPSON SET EPDXY @ 5" MIN EMBED. OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE 110-1-DIPPEDJ-BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES 6. MORTAR JOINTS NOT. -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON MASONRY IS TO BE PRESSURE TREATED, EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) MASONRY. SEAT PLATES SMALL BE PROVIDED AT BEARING LOCATIONS WITHOUT COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, WOODEN TOP PLATES. THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG 10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 ENGINEERED LUMBER VERT. REINF. IN EA. CELL, CONT. PER PLAN. ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. VALUES AS FOLLOWS: COLUMNS BEAMS STUD CELLS PER PLAN. E = 1,800,000 Ib/int U.N.O. E = 2,000,000 Ib/int U.N O E = 1,500,000 lb/in' U N.O. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/2", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN Fb = 2500 Fb = 3000 Fb = 2200 -FOR CMU OVERHANGING FOUNDATION OVER 1-1/2", CONTACT EOR FOR REPAIRS. Ft =1500 Ft =1700 Ft =1500 STRUCTURAL STEEL Fc 11= 3000 Fc 11- 3000 Fc jj= 2100 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 W Fc = 900 Fc j = 900 Fc 1= 450 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. Fv = 285 Fv = 285 Fv = 150 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) CONDITION U.N.O. 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 CEILING CONSTRUCTION CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 1/2" SISTANT BOARD FOR 24" O.C. FRAMING UNLESS SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE OTHERWISE SPECIFIED. PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE LIVING SPACE IS ABOVE THE GARAGE. 3/g" UNO. 3. MINIMUM 7/16" OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES. TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED SIZES, SPACING, &LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS. SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END. THE OSB. IS TO BE: NAILED W/ FASTENERS, LOAD, AND TOLERANCES. 8d NAILS @ 4" O.C. AT ALL EDGES AND 8" O.C. IN FIELD. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY UNDER STAIR PROTECTION ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS. UNDER STAIR 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). (12.7MM) GYPSUM BOARD. SUBMIT REPORTS TO ARCHITECT AND ENGINEER. 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 j ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 FIRST FLOOR FRAMING PLAN S4.1 WIND PRESSURE & SUCTION EFFECTIVE ROOF FRAMING PLAN S5 (PSF) WIND FOUNDATION DETAILS SD2 (+) VALUE DENOTES PRESSURE AREA (SQ FT) GENERAL DETAILS SD4 - VALUE DENOTES SUCTION AREA 4O O5 TWO STORY DETAILS (+) 21.2 (+) 21.2 10 (-) 22.9 (-) 28.3 I (+) 20.2 (+) 20.2 20 (-) 22.0 - 26.4 O (+) 19.0 (+) 19.0 50 (-) 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 J - 19.8 - 22.0 GARAGE DOORS 9'-0" x T-0" 16'4" x T-0" I (+) 18.4 (+)777 (-) 20.9 (-) 19.7 i i I WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 j 5 5 k' I La) 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. j 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 j 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 j OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED j 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 8301.2.1.2 FOR ATTACHMENT SPECIFICATIONS INDEX OF DRAWINGS SHEET SHEET TITLE S1 STRUCTURAL NOTES S2 FOUNDATION PLAN S3 DOWEL PLACEMENT PLAN S4 FIRST FLOOR FRAMING PLAN S4.1 NOTES &CONNECTOR LEGEND S4.2 ROOF FRAMING PLAN S5 LINTEL PLAN SD1 FOUNDATION DETAILS SD2 GENERAL DETAILS SD3 GENERAL DETAILS SD4 GENERAL DETAILS SD5 TWO STORY DETAILS SD6 TWO STORY DETAILS ST1 GENERAL STAIR DETAILS. MASTER UPDATES NUMBER DATE I DESCRIPTION 1 1 6/1/2014 1 CREATED ELEV. A,B & C MOPTIONS INTIALS HG W J Q Q Z W 0 U) w Co N � � ^ > W U �J 0 O WJ~ J Z d Lu ZF-M~ - (D Q zU� 0 �� U Z ui ~ 0 ,- O wz�ON 11 n/ J fp �Z�n c Q 00can:. 8 L�L z p F=-U)wlu o ¢ ¢�'ZC) O O • Qa w LU CV Q J Z LL V O O i W J y W si U �J 0 � 11 Q N C Z i W J y WLu > OC N O 1 0 N 0 Lu �O - UJ O 0 H h r STRUCTURAL ENG CFG DRAFTING: -STRUCT: TNT QC CHECK: MB\CC JOB No. TM - 2153102 SCALE: AS INDICATED DATE: 09/14/2016 si FOUNDATION NOTES: w 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE Q LAPPED MIN. 6" AND SEALED. Q 2. PROVIDE 3-1/2" 3000PSI CONC. SLAB W/ 6x6xW1.4xW1:4 WELDED WIRE W MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER W - -- MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT W CODE EDITION. -1 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM p ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. LAP SPLICES SHALL BE NO LESS THAN 25". Z O 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR H Z RECESSING DOOR SILLS. p O W 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. Lo 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE W SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) O V CONTROL JOINTS TO BE SAW CUT DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR 0 W USE ALTERNATE APPROVED METHOD. Z Q 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL m SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE 0 AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION ry INSTRUCTIONS. O - - -- --- - 9. NO WOOD STAKES PERMITTED IN FOUNDATION. LL W W 10, PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED 1=- (Y DOWN. SEE SHEET SD1 FOR ADDITIONAL INFORMATION. GC TO u- DETERMINE STEP LOCATIONS IF REQUIRED O 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS Z AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SD1 FOR STANDARD O 0111191//��0 uj M FOOTING STEP DOWN AND CORNER INFORMATION. `® V ®e�++s•®®• 00 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE �� ••• °•,+�/ >,►� Y SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH •q ® J Z PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION_ La o ©, W C-4 a 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER co OCA Q *qp 0 J COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS 0 F- Oe �" 6�► W Q FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE : 1-- Z PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL ••°�• .• �`®` Q !Y CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO••+• ® e 4 O FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. ca ILL SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, '®l/llfi 11 \ COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR). LU` THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS a BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO U ' DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE z O Of�b ce) STEMWALL CHART ON SD1 FOR REQUIRED REINFORCEMENT AND Q �;i ji'�I'��ylld, N FOOTING SIZES PENDING DEPTH OF STEMWALL: rj U ri 3J o W o FOOTING SCHEDULE � pq N _ al o 1O12"x12"x12" dp w/ #5's EQUALLY SPACED EA. U Z WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. W BARS & 3" MIN. COVER TO EDGE OF CONC. � Q� H Sti�'� U O24"x24"x12" dp w/ #5's EQUALLY SPACED EA. Z 2 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. O • Z BARS & 3" MIN. COVER TO EDGE OF CONC. O� 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. > ~J 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. W 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. 0 rc�- IY I BUILDER NOTE: TIE IN U I I LL U BARS & 3" MIN. COVER TO EDGE OF CONC. FO 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. o is C7 M I%u) i WALL PER MD 01 S3 COLUMN TO MAN HOUSE I — D N f- � 0 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. o o I - ® ® ® N o BARS & 3" MIN. COVER TO EDGE OF CONC. ��uillilliol mo•w•u FOUNDATION PLAN 1/4"=l -0 S2 36"x36"x12" dp w/ #5's EQUALLY SPACED EA, 0 J Z O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. < BARS & 3" MIN. COVER TO EDGE OF CONC. n U -j Itz 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. O -� - o 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. Z 0 °� U1 N o u. c, E r z w CD 048"x48"x12" BARS &3" MIN. COVER TO EDGE OF CONC cp -j - 8 o dp w/ #5's EQUALLY SPACED EA. Q O Z U o N O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. U O c7 �, BARS & 3" MIN. COVER TO EDGE OF CONC.J N o 54"x54"x16" dp w/#5's EQUALLY SPACED EA. W¢ o o w 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. fA Z = H z o E BARS & 3" MIN. COVER TO EDGE OF CONC = E' Q O Q < Lu o = O 60"x60"x16" dp w/#5's EQUALLY SPACED EA. MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. U O 20- WAY Q N J BARS & 3" MIN. COVER TO EDGE OF CONC W z U N v SYMBOLS LEGEND Q o J �- o O LL O LL ® INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. U Lu TO TIE BEAM (8'-0" O.C. MAX U.N.O.). Z W INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. 0 05 TO TIE BEAM. O 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. (D Z INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. 0 #5 CONT. FT.G TO TIE BEAM. J Z_ W 11 I- �( N z— F- W 0Z� uj LL W O F- N 0 1 0NO z M W� W ~J J LIJ Z ow �� LL 0 _ jp la--�F- U a. U) STRUCTURAL ENG: CFG Q DRAFTING: H Z W_ -STRUCT: TNT ..... _ ........ ......... QC CHECK: MB\CC JOB No. TM - 2153102 SCALE: AS INDICATED ~ DATE: - 09/14/2016 FOUNDATION PLAN 1/4"=l -0 S2 T-0" 4'-8" 2'-4" 1'-0" 3'-10.' 2'-4" 5'-6" T-10" 2'-7" 2'-11" 6" T-2'' T-0" T-6" 6'-6" T-8" 3'-8" 4'-0" 5'-0" TO FOOTING Up >- O -- W w O (1) #5 @ TOP, BOTTOM LIJ O p FQ— F=-- & MID -HEIGHT OF ❑ U U U) COLUMN z LU STRUCTURALENG: CFG Q DRAFTING: E- Z W -STRUCT: TNT - - -- QC CHECK: MB\CC 0 Lu JOB No. TM - 2153102 SCALE: AS INDICATED FILLED CELL op ~ .... .-----.----- DATE: DATE: 09/14/2016 DOWEL LAYOUT Q 1/4"=1 1-011 0 Of PLAN VIEW O - --- -- - -- J LL 1 LU W (1) CONT. #5 FROM TIE LL CA R A Q g V) Z 0 *011u111111/o w cM MASONRY WALL �®� �••. Z ie a REINFORCING PER •'® ®0.40 �Y 00 (1) #5 @TOP, BOTTOM PLAN (TYP). LL �. ' 41 2 r "" --� ci d 00 & MID -HEIGHT OF cc; Q =- 0 COLUMNa p. � - z � vt.D® +mow Q 0 •oes 'cj O p X J SECTION VIEW ®/e�e►t"a�e `� m w w fiD1 MASONRY COLUMN TIE IN o ° 1/2"=1'-0" U 0 w 410 Z MF� U I'IIG ?ull C) w0 Z w U O U Z liiilpl'I LL 4 O j , (n V O Z ti�0 OO� — � � M o- Q LLi w U z 0 J CL(/' " LL LLJ J O J r O F 0S w0 �"ti E U O Z U �o��w O p � ��zp -� J (n Zo w :)Q OO�d'.m _ < Z a QZZO E F- O - 0 1 U W f LL U N Q Q J Z O o I— O 0 O U �­ O U Lu z w Q Z = w U O o.. O Z a O 0 0 z Lu 11 Q N z Z — ~ O LJJ Z O W W O N 0 1 o O N O zCD M pmz w l— J W LL Up >- O -- W w O p FQ— F=-- o' STRUCTURALENG: CFG Q DRAFTING: E- Z W -STRUCT: TNT - - -- QC CHECK: MB\CC 0 Lu JOB No. TM - 2153102 SCALE: AS INDICATED ~ .... .-----.----- DATE: DATE: 09/14/2016 DOWEL LAYOUT PLAN_ 1/4"=1 1-011 3 7 2x8 SYP#2 P.T. LEDGER w/(2) 1/4"x3-1/4" TAPCON; @ 12"O.C. H2.5A EA. TRUSS TO LEDGER. SIMPSON MHBAL3.56/16 BEAM TO CMU WITH 3/4" THREADED RODS & (18) 10d NAILS. THREADED RODS TO CMU WITH SIMPSON E7 (EPDXY-TIE) ADHESIVE OR EQUIVALENT, 6-3/ MINIMUM EMBEDMENT. BUILDER NOTE: MBHAL3.56/16 HANGER IS 45 -DEGREE SKEWED LEFT. INOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR WALL LEGEND - ` LU ry -- change to a printing layer if req'd J w w - o Q Q Z i 9'-4" T.O.M. = 11'-0" T.O.M. Q `e®®`lrtiiaaJa�,®® w �� �J�jL pie LL[ ao D •,�...•••• .,•s•% sem✓ a`e = INTERIOR/EXTERIOR w +D J Z rr � .. tV Q OQDjr 'O; J� U % ,. BEARING WALLS VERIFY _ HGT. W/ ARCHITECTURAL m LL till I PLAN U.N.O. o Q— zz0 N Z _ O W F- Z 0 Lu W = F - O L0 0 - r LU 0 rj, O U M FIRST FLOOR FRAMING PLAN_ LEGEND C) U) o E o J LL W F- LL O W - ` LU ry -- - o Z z `e®®`lrtiiaaJa�,®® �� �J�jL pie LL[ ao •,�...•••• .,•s•% sem✓ a`e °�•. u_ 6 2 +D J Z rr � .. tV Q OQDjr 'O; J� U % ,. C;p� Z.' • �� Q4 W Q Z D m LL till I F— Lu J V\ O O U • � Z N cri U o Lu Z IL U c O Q 0 0 cc LL O S1G Z Q ODti U O z �9 11 Ouj ... Q IL am C) U F- U) J Q 0 LL (/) U h LL O LU -� ~ Z 0S w O O Qz zcn�a,c� O d� U Z V O F- U�wZfOy w Q 00 s x j U)� Z Z Z o _ u Z Q Qcn�0 E {j w N J zW0 zLL 04 o LL z W o=� W Z 0 Q 0 o ° z rr = F- Q N F— Q— zz0 _ 1 0 W F- W O r ONO o w 2 M U) 0 J w F— W �z —�-- o W0 = 0 F— H C) w F- U) STRUCTURAL ENG: CFG Q DRAFTING: _... ....... ..- H Z W .._ -STRUCT: TNT QC CHECK: MB\CC - -- uj JOB No. TM - 2153102 SCALE: AS INDICATED ~ DATE: 09/14/2016 S4 BEARING WOOD WALL SCHEDULE TAG STUD LUMBER CONNECTION & FASTENERS UPLIFT CAP. BLOCKING TOP BOTTOM SPF #2 BUILT UP STUD COLUMN SPF #2 BUILT UP STUD COLUMN SPACING SPECIES (plf) HO BW1 16" SPF (3)12d TOENAILS (3)12d TOENAILS NO UPLIFT MID -SPAN BW21/2" 16 SPF THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN BW3 16" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 If p Mrd. PT. 3 BW4(3) 12 SPF 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN BW5 12" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN BW6 12" MIN. 7" EMBEDMENT 1/2" THREADED ROD @ 48" O.C. 1160 plf Mrd. PT. H3xl2 (2)HTS20 w/(24)10d x 12" NAILS SPF ADJUST AS REQ'D TO MISS STUDS PLATE BETWEEN PLIES 3 BW7 16" SYP (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 plf MID -SPAN BW9 16" SYP 1/2" THREADED ROD @ 48" O.C. 1160 plf 1 PT. ON MASONRY: SIMP. META16 ADJUST AS REQ'D TO MISS STUDS TO POST: SIMP. HTS20 OR LSTA18 3rd. BW10 12" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN BW11 12" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN BW12 1/2" THREADED ROD @ 48" O.C. 1160 plf '-rd. PT. 3640 12" SYP ADJUST AS REQ'D TO MISS STUDS B3.5xl6 3 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/ I 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/SD3U.N.0. 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 4" GAP FROM TRUSS TO TOP PLATE AND ATTACH USING EITHER (2)12d TOENAILS OR SIMPSON DTC CLIP. ATTACH BASE PLATE w/ EITHER GUN NAILS @32"o.c. OR (2)12d NAILS TO EACH FLOOR TRUSS. COLUMN SCHEDULE q� (2)2X4 SPF #2 BUILT UP STUD COLUMN SPF #2 BUILT UP STUD COLUMN O(3)2X4 O(4)2X4 SPF #2 BUILT UP STUD COLUMN Op (2)2X6 SPF #2 BUILT UP STUD COLUMN O(3)2X6 SPF #2 BUILT UP STUD COLUMN SPF #2 BUILT UP STUD COLUMN O(2)2X8 O(3)2X8 SPF #2 BUILT UP STUD COLUMN (3)2X4 SYP #2 BUILT UP STUD COLUMN SYP #2 BUILT UP STUD COLUMN HO O(2)2X6 O(2)2X8 SYP #2 BUILT UP STUD COLUMN SYP #2 POST OL44 MO 6x6 SYP #2 POST 8x8 SYP #2 POST NO P O 3-1/2"x3-1/2" LVL COLUMN O3-1/2"x5-1'/4" LVL COLUMN. O 3-1/2"x7" LVL COLUMN. -` O3-1/2"x9-1/2" - - LVL COLUMN CO U TO 5-1/4"x5-1/4" LVL COLUMN. V O 5-1/4"x7" LVL COLUMN. XO 7"x7" LVL COLUMN. 1/2" X 11 7/8" LVL COLUMN 5 1/4" X 9 1/2" LVL COLUMN O3 ZO STANDARD COLUMN NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD4. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID POSTS. AT EXTERIOR CONDI 1 -IONS 44: ABU44 w/(12)16d NAILS & ,"EPDXY ANCHOR w/MIN. 7" EMBEDMENT 6x6` ABU66 w/(12)16d NAILS & J 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 T U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. NAIL SCHEDULE STANDARD NAIL GENERAL DIAMETER/ LF-NGTH 131 " x 2-,' 148„ x 3'' .148" x 3n" .162 x 3" .113" x 2E3" 8d 10d 12d 16d 8d RING SHANK NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND L.I=NGTH 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 Tlt­iE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE TAG BEAM SIZE CONNECTIONS VALUES VALUES TAG SIMPSON CONNECTOR TYPE SPF(Ib) SYP(lb) (2)2x8 #2 SYP META16 w/(7) 10dx12" NAILS OR B2x8 WITH 1/2" FLITCH 1 META20 w/(7) IOd x 12" NAILS FRAME TO CMU 1450 1450 (2)META16 OR (2)META20 H2x12 2)2x12 #2 SYP w/2" FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 F21(1)ply � TRUSS (10)10d x 12" NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 (10) 1 Od NAILS (2)ply TRUSS (12) 16d x 12" NAILS WITH 1/2" FLITCH (2)ply 1900 1-110A 1015 (2)ply 1900 PLATE H1OA w/(18)1Od x 12" NAILS OR H1OA 1340 (2)ply TRUSS H1 OA -2 w/(18) 10d x 12" NAILS FRAME TO FRAME 1 OA -2 1070 1245 H1 OA -2 1245 HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME= 1450 (2)2x12 #2 SYP (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) B2xl2 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d H3xl2 (2)HTS20 w/(24)10d x 12" NAILS NAILS & (18)4"x24" TAPCONS PLATE BETWEEN PLIES ON MASONRY: SIMP. META16 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME FRAME TO FRAME. 2490 535 2900 JACKS @ EA. END KINGS @ EA. END H2.5A w/(10)8d 600 1 MTS 12 w/(14)1Od x 1-1" NAILS B3.5xl1.25 [D AT EXT LOCATIONS INCLUDE (3)12d TOENAILS FRAME TO FRAME 860 1000 ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 MGT w/(22)10d 8" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CML, 3140 3140 7" EMBEDMENT B3.5xl1.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4'x24" TAPCONS ON MASONRY: SIMP. META16 F-91HTT4 w/(18)16d x 21" NAILS & 8" EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 SET EPDXY MIN. 7" EMBEDMENT B3.5xl6 6280 TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d 10 HGT-2 w/(16)10d NAILS w/2" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 EPDXY MIN. 5" EMBEDMENT FRAME TO CMU 1020 TO POST: (2) SIMP. HTS20 OR LSTA18 11 HTSM16 w/(8)1 Od NAILS & (4) -1"x 24" TAPCONS 1175 65.25x16 (3) 1.75"x16" LVL NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE 12 LSTA18 w/(14)1Od NAILS HEADER TO STUDS 1110 1235 ON MASONRY: (2) SIMP. META16 63.5x20 (2) 1.75"x20" LVL 13 (2)LSTA18 w/(14)1Od NAILS HEADER TO STUDS STUDS TO BEAM/i;T .... ..... _- STUDS TO BEAM/GT - 2220 833plf 1235 _ - 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD 928plf 15 LSTA24 w/(18)1Od NAILS CENTERED EACH STUD 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT I 2980 j 4305 3455 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4745 I LTT20B w/(10) 10d NAILS & $" EPDXY ANCHOR w/SIMP. SET 18 EPDXY MIN. 7" EMBEDMENT MIN. 7"EMBED.-AT LVL/PL COLUMN TO FTG R I 1290 1300 COLUMNS USE (18)#10x12" SD SCREWS INSTEAD OF NAILS CMU -- - -- - HTT4 w/(18) 16d x 22'' NAILS w/$" EPDXY ANCHOR w/SIMP. 19 SET EPDXY MIN. 7" EMBED. -AT LVL/PL COLUMNS USE COLUMN TO FTC: 3640 4235 (1*)#10x12" SD SCREWS INSTEAD PF NAILS -- - -- 20 (3)HTS20 w/(24)10d x 12" NAILS (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 31RDER TO COL./ BEAM I 2420 9100 2800 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS 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 1335 UPLIFT:1810 HUS26 TO LEDGER W/(14)16d NAILS AND TO TRUSS 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-: c,F.AVITY 21 5 � 2 T '2 GRAM Y. 125 COLUMN l PLIFT:3290 UPLIFT:3290 26 LTT20B w/(10) 1 Od NAILS & 8" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 1290 1300 EPDXY MIN. 7" EMBED. STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. META16 @ 24"o c OR 3,)'o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME: WAL.I.. USE SIMP. LSTA18(14) @ 24"o.c, OR 32"o.c.) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. META16, @ 32."c: c. MAX. AND (2) AT EACH CORNER. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. Hl OA FOR SINGLE PLY, OR H 1 OA -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 l ()E_NAILS. 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 METAl6 STRAP LOCATION. IF DOUBLE META16 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 `: NOT X N 2 O'R FRAME WALL EXTERISCHEDULE V 1 1 E D V L E V (TAYLOR MORRISON) WALLS WITH PLASTER OR STUCCO FINISHES WALL HEIGHT STUD & SPECIES SPACING SPACING INTERIOR ZONE END ZONE 8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 9'-0" 2x4 SPF #142 16" O.C. MAX 16" O.C. MAX 9'-4" 2x4 SPF #142 16" O.C. MAX 16" O.C. MAX 10'-0" 2x4 SPF #142 16" O.C. MAX 12" O.C. MAX EXTERIOR FRAME WALL NOTES 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR REQUIRED STUD SPACING, 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #142 @ 16" O.C. U.N.O. ON FRAMING PLANS 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #142 STUDS ONLY. 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B E: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND ROOF FRAMING PLAN_ STANDARD 2ND FLOOR FRAMING NOTES: J w Q 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR Z WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. w 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR w- - - - TO FOLLOW THE DETAILS INDICATED BELOW' , OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR N SHEATHING IS NOT CONTINUOUS) OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS p SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR 1- Z SHEATHING IS NOT CONTINUOUS) C) 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. Lo W o U U O Z 0 WALL LEGEND o change to a printing layer if req'd m 9'-4" T.O.M. = 11'-0" T.O.M. p of = INTERIOR/EXTERIOR O - - --- - - - --- - - - BEARING WALLS VERIFY "- HGT. W/ ARCHITECTURAL z W PLAN U.N.O. W O m z uj 111111111y/� 0 oo .rt • • q• 'r� _ Y 4�® r LL �5 ®� :. C� J z = O p; Q tl! . Co -. J -- � U _ • Ii • Q " J .� •�1 a h s w< �• `®® z CID �0 CL 2 v O O U � z C, Oris M Jlyf M �,Sp,,r;, ���� O • `- W Z Q ^ U O O UZ lilt U LL GG4 O C)�I y�ih ill�iN l,iill,iil '. S1�S�V �' Z ¢ �'U O z 1ti9 o C� O �' Q O Z L am w z Z Q 0 JU) J O CL W J o Z 06 F- Z V F- E U' Q z 1' LL - Q Z Z U p:wc6 m W Q 00 (0:s m _ < Z Q ¢w�uzzp E O w 0NMEL Li N W< WNQ o �" O O O Q W _z W o ww-....- 17) O CL 2 0 z Q Q O 0 z W 2 I- a N z— ~ ZZO _ 0 WJ W W Y o O N O 1 W 2 M S4.2 U)OJZ Lu C) 55�: W 0 Q H I— v � U) STRUCTURALENG: CFG < DRAFTING. z -STRUCT: TNT W _.. 0 QC CHECK: MB\CC JOB No. TM - 2153102 SCALE: AS INDICATED ~ DATE: 09/14/2016 S4.2 CONTRACTOR TO VERIFY AT CORNERS PRECAST "U" METAL LATH OR WIRE SCREEN' THE GROUT IS LEVEL PROVIDE LINTEL W/ 3000 OVER COURSES NOT REQ'D WITH TOP OF BLOCK FOR STANDARD #5 psi CONC. PER TO BE FILLED. (SHEET METAL PROPER TRUSS/ FLOOR HOOK BAR. LAP LINTEL PLAN. IF & PAPER FELT PROHIBITED) TYPICAL TRUSS ANCHOR PER PLAN SYSTEM BEARING (MIN 3") OTHER BARS INTO REBAR IS _ ---- CORNER AS REQ'D INDICATED IN PROVIDE SCREEN WHEN BLOCK BELOW LINTEL, #5 TO BE., HOOK PER IS NOT REQUIRED TO BE FILLED HOOKED INTO MD08 - STANDARD 90 DEGREE HOOK SIDE VERTICALS LLJ TYP BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ ° 4 o._ � (1) #5 DIA. REBAR d.4 a --- v qd 4 ° Q Q 1 W Zq, BOTTOM STEEL IN LINTEL IFLJ INDICATE - SHOULD HOOK INTO -.-.- ---- ) _:.._..--- Z ° VERTICAL CELLS PER MD08 I a I I a �-4- ROUGH OPENING PER PLAN w d STD. 90 DEGREE ANGLE 3000 psi z: q °d I °. Ia CONC. w/ (1) #5 DIA. REBAR O Lu p° I r _ I d 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE d ? q _ _....._. �.....- _..... -...__ ........ ..__ . OBEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE Q o •: a MD08 FOR LAP INFO. q PROVIDE CLEAN OUT OPENING @ GROUT ° NO -SHEAR WALLT OPENING d TYPI AL SHEAR WALL SEGMENT / FILLED CELL AND REBAR (TYP). MORTAR A 14 - JOINTS SHOULD NOT BE CUT a' $� SEE FOUNDATION FOR FOOTING ° d 4DO TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" _ V-0" SCALE: 3/4" = V-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) • ' GRADE 60 1-1-KHIVIt IIVrILL FIKUUNU, WINDOW BY BUILDER BEND O LENGTH LAP SPLICE SEE DOWEL PLAN FOR LAP SPLICE "A" 11611 SEE WF01/SD3 FOR "D" "A" "B„ "C', FILLED CELL INFO. #3 17/8 41/4 7 r MORE INFO 21/4 41/4 91/4 18 MIN. (1) IS REQ'D ON 21/2 5 5/8 91/2 20 3 55/8 121/2 EITHER SIDE U.N.O. #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 ~ (2) 2X8 SYP#2 P.T. HEADER DATE: 09/14/2016 S5 �` --- TURNED SIDEWAYS. ' ATTACH TO MASONRY WALL W/ SIMPSON HU28-2 DOOR OR WINDOW OPENING HANGER @ EA. END, W/ MAX. OPENING 4 FT (14) 1/4" x 2-3/4" TAPCONS TO MASONRY & (6) 10d NAILS TO HEADER •.A r��-i1 ILITrI \AU TP1 A k1[1t1\A r%rTA 11 SCALE: 3/4" = V-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) PLAN GRADE 40 GRADE 60 BAR SIZE BEND O LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE "A" 11611 f,Cip "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 U41 #3-2/° 2#4=2Y„ °#6 _ 3" A#7=3i LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 180° HOOK 4DI08 REBAR SPLICE DETAIL SCALE: 3/4" = V-0" BUILDER NOTE. LOW WALL BELOW LINTEL. PER ARCH. PLANS c m ....L.,... -_.. -..... ... __-... 1.. -._ ,.... ... PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LINTEL MANUFACTURERS: APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE CASTE -CRETE, QUALITY, AND LOTTS uj STANDARD LINTELS STANDARD LINTEL NOTES z o BLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24-1B/8F24-0B 81`32 -113/81`32 -OB 0 1'-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. _U) 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2• (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. Lu- - -- - -- 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 3'-2" 1217 2165/1969 6113/2931 8672/4576 10000 / 6224 8" BEARING EA. END o 1006 1663/1349 5365/1999 7342/3123 _ 10000 / 4249 4'-0" 860 1651 / 1349 5365 / 1999 7342 / 3123 10000 / 4249 4' LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN z ..___. _ _ _�—__ _ :__ __ ___..__.w._-_ INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT O 710 1423/1105 4360/1631 6036/2549 8328/3470 --- ------ - - ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5'-2" 570 1232/1232 3480/2580 8360/3586 _ 8825/4592 p 0 752 / 699 -2698 (*) BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD Lu - 6' 2" 488 991/991 2661 / 2143 5681 / 2698 6472/3685 5. ANY LINTEL DEEPER THAN 32 HAS BE 7--0" 416 1843 / 1625 3486 / 2602 6390/3302 CONDITIONS, ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 ADEQUATE FOR THE LOADS. LU 9'-2" 315 618/535 1533/1247 2781 /1946 4754_Y-2466__ 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS O C) ---_ ----' -- ---- _- - 10'-0" 292 567/454 1366/1277 2423/1770 4006/2263 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY C) W 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. z w 11'-2" 255 471 /352 1075/1075 1838/1567 2883/2003 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL 0 12'-0" 239 418/297 1075/1045 1838/1446 2883 / 1848 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS J 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 co 13'-4" 0 328/0 1234/0 1779/0 2662/0 ¢O 14'-0" 0 292/0 1160/0 1660/0 _ 2439/0 - 16'-0" 0 284/0 950/0 1379/0 1997/0 O MATERIALS J - - - - -- 18 0' 0 211/0 750/0 1177/0 1676/0 LL 1-8-'-_8" 0 142/0 598/0 1114 / 0_ 1468 / 0 1. f'c PRECAST LINTELS = 3500 PSL = Lu 20'-0" 0 180/0 598/0 1024/0 - 1441 / 0 2. f'c PRESTRESSED LINTELS = 6000 psi. F 20'-8" 0145/0 550/0 981 /0 _ 1376/0 3. GROUTED PER ASTM C476 fig = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. O 0 -- 110 / 0 - 450/0 RECESSED LINTELS -FILLED T 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE z ___-- ®01111111/ CLEAR OPENING 8R6-1B/8R6-OB 8R14-1B/8R14-0B 8R22-1B/8R22-OB STRENGTH = 1900 PSL ``�,�� * r�Is®� W CD M 2'-4° 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE ��, ®®•..•®••d3j�'*�,,, a 2'-8" 1425/1425 3343/3280 4933/4933 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. •.•° �•.•�/t�i L co - T-0" 1230/1230 2769/2769 4085/4085 • • 0 • • +Z �r 0 �-LINTEL DESIGNATION SCHEDULE `� ®_: w = "= z 3' 4- _ 1081 /920 2769/1716 4085/2839 4'-4" 846/833 2121 / 1716 3127/2839 - 0 < Q J 5'-4" 664/572 1761 / 1761 2595/2595 ERETEL F = FILLED WITH GROUT / •� Z �° O LLi Q _ 6'-4" 526/434 1539/1539 1329/2267 QUIREMENTS U = UNFILLED R = RECESSED ®a" •••• • '` F-•- z 10 T-4" 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ •••••®o •� e v > OfO F6-1B/1T BOTTOM OF LINTEL CAVITY _ a of84'415/235 1152/1152 1694/1552 P �0 O8F16-1B/1T ��m U- 8-1 B/1 T QUANTITY OF #5 REBAR AT TOP1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER U) 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. F14-1B/1T NOMINAL HEIGHT -j NOMINAL WIDTH 2 0 16-1B/1T O Q 8RF14-o6/1T TYPE DESIGNATION zo �Ol�d M Q -.a N O 8F16-0B/1T 1-1/2" CLEAR rS U +ili'llli' ��J a I— w I'p Z 0 8F20-1B/1T i #5 REBAR AT TOP MIN. (1) REQ'D 4 a o 0 "O 8F20-0B/1T U _j _ ¢ Q z C.M.U. C) Z +Ili C) 8RF22-1B/1T 111) o GROUT O �gtiC'4tf LO z #5 REBAR AT BOTTOM OF LINTEL z O 8F24-1B/1T i0 CAVITY O Z titin BOTTOM REINFORCING PROVIDED c 04'� O 8RF22-OB/1T .�. Q 7-5/8" ACTUAL IN LINTEL (VARIES) O 0 8F24-0B/1T 8" NOMINAL WIDTH aLd Q m O 8RF30-1B/1T FILLED O 8F32-1B/1T 1-1/2 CLEAR O 8RF30-OB/1T Q 0_ #5 REBAR AT TOP MIN. (1) REQ'D D z 8F32 -0B/1T U s _j Q U MIN. a z C.M.U. cn U) V DKo O 8F38 -1 B/1 T 5 0 W g i �OLO Z z LL1 Z FNS 0 8F12 -16/1T O FD < 06 Z 8 0 8F40 -0B/1T �`-- --�I` BOTTOM REINFORCING PROVIDED V z U O o u� s 7-5/8" ACTUAL IN LINTEL (VARIES) O O w z `� w 8F8 -0B/1T 8" NOMINAL WIDTH W J Q 0 0 d 0 8 O � _ W " 2 0 UNFILLED i=- J z °z a� z Z E SAFE LOAD TABLE NOTES g �••� N tj "' 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED zz J z O MIN. LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL O RECESSED LINTELS BASED ON 4" NOMINAL BEARING.0 2 2. 0 = NOT RATED. U I- 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. Q W 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR Z = O5• ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING 0w ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. co -3" 2'-3" O 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. IL 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY 2 CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF z_ F SUPPORT. Q O 8 O FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. J 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. p C z z 0 c( N = ~ zZ0 O Lu ni O WW 1 o ONO z M F p .� Z o U J w r; O LINTEL PLAN W � a 0 ~2F- �O 1 /8"=1'-0" 0 F— W STRUCTURAL ENG CFG J- Q - - - -- -- -- ---- DRAFTING: N z uj -STRUCT: TNT 0 OC CHECK MB\CC JOB No. TM - 2153102 2 SCALE: AS INDICATED ~ DATE: 09/14/2016 S5 (1) #5 FROM FTG. TO (1) #5 FROM FTG. TO TIE BEAM SPLICE TO a TIE BEAM SPLICE TO I - BE MIN. 25" GROUT I.I BE MIN, 25" GROUT CELL SOLID CELL SOLID MASONRY WALL I. MASONRY WALL I I SEE PLAN ' SEE PLAN CONCRETE SLAB PER CONCRETE SLAB PER uj 0-1 FOUNDATION PLAN " II° FOUNDATION PLAN > VARIES SEE PLAN I '� w m ° GRADE w GRADE z . 1 ° ° a ...E I ° � �< - ttll w z cip U) Q r ILL 0 11 II Iii I' .r ! Q M — > O (2) #5 BARS CONT._ (2) #5 BARS CONT. CLEAN COMPACTED W/ 3" COVER TYP. 113' COVER' I CLEAN COMPACTED W/ 3" COVER TYP. 3" COVER /7 j FILL @ 95% STANDARD FILL @ 95% STANDARD DENSITY DENSITY WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG SHALL BE 1'4" WIDE w/(3) #5 BARS SHALL BE V-4" WIDE w/(3) #5 BARS AFO TYPICAL EXTERIOR FOOTINGF0 TYPICAL GARAGE CURB FOOTING 3/4"=1'-0" ��/ OPT. MASONRY CURB . 11 IF BRG. WALL ABOVE- - HOLD BRG WALL BACK 2x BRG WALL PER 2x BRG WALL PER L1J 1/2" J -BOLT W/ MIN. 6" SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING Q Q PAST DEEPEST STEP FLUSH w/ FOUNDATION WALL SCHEDULE WALL SCHEDULE Z REQ'D MIN 4" BELOW w w rD CONC. SLAB PER (1) #5 CONT. w/ 1-1/2'' U j FOUNDATION PLAN COVER TYP. 1-1/2" COVER TYP. CONC. SLAB PER uj 2 1/4" FOUNDATION PLAN CONC. SLAB PER z CONCRETE SLAB PER -- w FOUNDATION PLAN FOUNDATION PLAN w Q z ¢ 2x PT SILL PLATE 2x P.T. SILL PLATE N Lu a- ui Jig > Z w ° F— jj _ C 45° o � ... .,... a _ — — �n d. III—III- — h.L.I. I I_I I IIII c) U) 16 8 8 Z 0 w � CLEAN COMPACTED > CLEAN COMPACTEDCLEAN COMPACTED J FILL @ 95% STANDARD O0 @ (2) #5 BARS CONT. w/ 3" (2) #5 BARS CONT. w/ 3" @ m 8" 8" FILL 95% STANDARD FILL 95% STANDARD COVER TYP.; AT COVER TYP.; AT DENSITY "' DENSITY DENSITY Q (2) #5 BARS CUNT. w/ 3 " --- 2 -STORY COND. (3) #5 2 -STORY COND. (3) #5 [� COVER TYP.; Al CLEAN COMPACTED BARS REQ'D & FTG TO BARS REQ'D & FTG TO 2 -STORY COND (3) #5 FILL @ 95% STANDARD BE 20" WIDE BE 20" WIDE BARS REQ'D & FTG -r0 DENSITY � BE 20" WIDE H O =03 NON-BEARING SLAB STEP DOWN AF0 DOUBLE STEP FOOTING FO BEARING SLAB STEP DOWN FO FOOTING AT INTERIOR BEARING z 3/4"=1'-0" 3/4"=V-0" 3/4"=1'-0" 3/4"= 1 1-01,®1�iitllillll��®®� W M 00 ELEV. 0 -0 w/ 1 MIM @ O #5 VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D U).1% � u. Olt "�J Z ' I CONT. BAR STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS w w 0 = t� Q U SLOPED GROUT TO w cr• i"C d .� 0 OPTIONAL CURB BY 'i ••• ti (�: Z: ,� Z Q DRAIN _..._ MASONRY WALL o � ' ,GO w 0 II ry BUILDER MIN. 24" BEFORE I I " "' SEE PLAN •• �� Q `®� c:0 0 II CONC. SLAB PER ANOTHER STEP I CONC. SLAB PER „ Z 8x12' THICKENED I SLOPE (1) #5 FROM FTG. TO i- P m u_ CONC. SLAB PER FOUNDATION PLAN SLAB wl (1) #5 CONT. I I I FOUNDATION PLAN TIE BEAM MIN. 25 ?� Bllile 8 w FOUNDATION PLAN w/ 3' COVER TYP. I I I #5 CONT. PER MFG SPLICE GROUT CELL cq — ..— I �, E P PLANS J e I REINFORCEMENT SE a GRADE w } I I I AN [L I FOUNDATION PL SOLID PER i ° o00 sa .,� .r. — — w I, FOR QUANTITY o .,.� ��� w —_---� U °:e ° I __ I:m I e� z �o ,� en THRESHOLD PER MFG • _ — ... a °� ... �..� #5 x 25" x 25" CORNER e' 4 ° .,. ° 0pl� ° a _-._I o e ° e ° 6'� Chi I ..0 U) _ _ a .___._ ... . I R, ONE FOR EA. cnq...e' _ I ----I I'� 'III :::I, .. I . .1 , .r . _....,..I .--_i_ - I BA W j -,.._.._,_- ,.j (�j _ :� .____.I '..4 il.uli 111 l �l. N — L._ ::� CONC. SLAB PER Vr w I — I I-=1 °, 7�J Q ' 1 — __ 8 III HORIZONTAL U , -'�.; "° (=1 I = _ M v II;IIN ao 1 a I,::' a I REBAR, TYP. U.N.O. FOUNDATION PLAN I �— �_ _ _ _ _ - w III o -- 8 4 i 1... ° ___ — -- ° _� - I =1 11=1 I I—I 1-1 I 0- u o W0 --_ _ II 1IT.I.. ----- I� co GQ — — ° I r — - — - .� .� 4 (2) #5 BARS CONT. w f II - — PE e --- L I, . I. III .:.-1 I _ —1 1 , _ - (2) #5 CONT. w/ 3" SLOPE @ 1'-4" U ` 2 -STORY CONDITION ''Iilllll II li 0 (2) #5 CONT. w/ 3'I 1' 16 MIN y-.._ ,,.1 L,LI COVER TYP. PER MFG 3 #5 BARS w/ 20 O H ! 5tiG1�� SLOPE EXT. SURFACE O � bti U (2) #5 BARS CONT. COVER TYP. III "- _.I i �l I— - (2) #5 BENT BARS w/ WIDE FOOTING z d G W/ 3" COVER TYP. ` OR GRADE 1/4 PER Z p CLEAN COMPACTED MIN. 25" LAP SPLICE FOOT AWAY FROM CLEAN COMPACTED 0 WHERE 2ND STORY OCCURS, FTG FILL @ 95% STANDARD BUILDING FILL @ 95% STANDARD � O� s Q SHALL BE 1'-4" WIDE w/(3) #5 BARS DENSITY ELASTOMERIC JOINT DENSITY ~J FILLER n �'"++ w AFO FOOTING @ SHOWER AT MASONRY F08 THICKENED EDGE F09 TYPICAL STEP FOOTING DETAIL F10 TYPICAL CORNER BAR DETAIL (TOP VIEW) F11 EXTERIOR DOOR POURED SILL F1 FOOTING AT INTERIOR BEARING WITH CMUOf 3/4"=1'-0" 3/4"=1'-0r. 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" U VJ J FILLED CELL PER PLAN WOOD POST PER PLAN 0 Z a C9 FOR SIZE AND BASE -- U U) ULL 4" CONNECTION 0 Q J o r _ _ c" GARAGE — — — — TOP COURSE TO BE o Q °� � z � LL E 8 CHAIR BLOCKS. Q z- O - N 7 m -------� ENTIRE BASE TO BE _ o � FILLED SOLID \ O Z ~ O O 7 TOP VIEW CORNER w Z ^ N -� J CD wzao 00 - \ L SEE ELEVATION � O � Z = � � � w° CMU BASE w/ (1) #5 _ Z Q Q cn Z zO E CONC. SLAB PER E- O p a VERTICAL EACH FOUNDATION PLAN GARAGE WALL @ _ .r Q U g • vi ¢ �j BEYOND CORNER. SEE FLR. _._ w Q ¢ w N J V PLAN FOR BASE SIZE U W I— w �j N a z Z J Z O DRIVEWAY BY I I 0 SEE FOUNDATION FOR I I " 0 LL 0 I_ BUILDER- CONCRETE PAD SIZE w O ~ 4" M OR PAVERS I w U O CONC. SLAB OR I I > w Q W °e. ° °,, PAVERS PER PLAN I I I O Lu cV) ? _ �— 00 1— l CLEAN COMPACTED 0 M FILL @ 95% STANDARD , I I DENSITY 8" x 8" THICKENED..... 1.,-- —•,.. — ...._ \ FILL @ 95% STANDARD 0 8" 3" COVE TYP. CLEAN COMPACTED ---- 11 EDGE w/ (1) #5 CONT. Z - DENSITY O 4F`I'�THICKENED EDGE @ GARAGE DOOR fiF1'�FOOTING @ ENTRY MASONRY COLUMN NOT USED z 3/4"=1'-0" 3/4"=1'_0 = 11 � Q N TOP (2) #5 x 4'-0" _... __. 0 CENTERED AT NIPS \ � PVC OR SCH40 SLEEVE z Z _ O PENETRATION � O Z:E LLI J ° t p L 8 CMU - TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE a f.. O N O , CONC. SLAB PER FINISH PER ELEV. CENTERED AT PIPE — i 1 FOUNDATION PLAN �- 8" C.M.U. FINISH PER PENETRATION ILL L w 2 FINISH FLOOR ELEV. :' L. z M c00 �JZ PENETRATING -- FINISH FLOOR ° ILL III:,..._. PIPE PLNETRATIIVG PIPE ., - 1 1=- p U J w� GRADE - -' __. ��SEE FDI _ _ N III LII: �- o n _ — — _ PLAN FOR -III O F' I— _ LOOP TIE (TYP.) •.';, 0 (-- III I � I I L.:...III SIZE &REINF. � — Z + (1 ;.LII Ili 1 1=: PIPE PERPENDICULAR TO FND M = M cd I PVC SLEEVE MIN. I =1 I— — FOOTING PER PLAN z \ \ \' L_ :: TOP (2) #5 x a — I _ _ PIPE STRUCTURAL ENG: CFG DIAMETER TO BE 2 � - — — � _ \��� � �.-: i ':, ! : ! . �. I ; i L..I .....III L:.i:, I PENETRATDION � PVC OR SCH40 SLEEVE Q _ - III- f I7_, DRAFTING: -I ,- III_ ! PIPE SIZES LARGER CLEAN COMPACTED - -FOOTING P[R PLAN THAN THE FILL @ 95% STANDARD SEE FDNIPLAN I I. L, I I z-STRUCT: TNT II1..... --- --r -- SIDE VIEW DENSITY III FOR SIZE I 0 .QC CHECK MB\CC PENETRATING PIPE ( ) _ PVC SLEEVE III &REINF. I .. w (FRONT VIEW) 1� I:.,_ JOB No. TM -2153102 -II I N SCALE: AS INDICATED PIPE VERTICAL THRU FDN-I !„III 1 . "� DATE: 09/14/2016 fiFl TYPICAL FOUNDATION PENETRATIONS 3/4"=1'-0” 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"=11-0" — NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS PER 2x8 ARCH WINDOW FRAMING DETAILS 3/4"=1'-0" PRE-ENGINEERED 1 TIRUSSES PER PLAN @ (TYP) 24" 0. C. MAX. TYP. TRUSS TO FRAME CONNECTION PER STD CONNECTION NOTES EXT. SHEATHING ATTACHED PER NAILING SCHEDULE FROM TOP OF KNEEWALL TO BOTTOM OR SP2 CLIPS AT TOP AND SP1 CLIPS AT BASE ARE REQ'D. 2x BLOCKING MIN 2x4 STUDS @ 16" O/C 2x P.T. PLATE 1/2" x 8" A.B. OR TITEN HID @32"O.C.&6" FROM EA. END, CENTER ON BASE PLATE TOP KNOCK OUT COURSE W/ (1) #5 CONT. KNEEWALL ABOVE MASONRY WALL F01 DORMER FRAMING DETAIL Q OF OPENING T o ` 2x6xl2 P.T. CENTER PROVIDE STANDARD 9 ROOF SHEATHING FOR STRAP !': 1 BUCK FRAMING INFO REBAR CONT. PROVIDE 2x4 BLOCKING w/(2)16d NAILS ECH END ATTACHMENTS 4 s. w HOOK IF NO WEB IS PRESENT _ CENTERED 2x P.T. STUD 0 • LL1 M 4, 4' O U 0 �, 010000®•0°°•���ii PLAN / BEARING WALL I — SHEATHING PER PLAN STRUCTURAL — TYP. TRUSS TO FRAME SCHEDULE. ONLY I TYPICAL FILLED CELL TRUSS PER PLAN OR CONY. FRAMING w/ ;°Q. % �h ' LL �� , ° a °Mad �� REQUIRED WHEN w/ 3000 psi CONC. w/(1) U 2x4 'X' BRACE ACROSS `'� 10 Lu )-' #5 REBAR VERT INDICATED ONEl RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING —a . •I 4, GARAGE WALL SCHEDULE. MIN 6" VERIFY w/ PLAN FOR "U ti • J J°I. ° FROM END OF WALL / E REQ'D LOCATIONS z (1) #5 IN TIE BEAM - MASONRY WALL I --- -- -- (1) #5 BAR IN PRECAST - - a •I LINTEL SIDE OF OPENING BLOCKING PER BRG (4) EQ: SPACED " I� I,,° 4II°.. (2) #5's VERTICAL IN STANDARD TRUSS wx. TITEN HD ANCHORS w/ GROUT FILLED CELL (5) 3!8" DIA. J BOLT W/ C MIN. 1 4" EMBED FOR .II.4m b 7lyl� �` 5-1/2" EMBED. AT EA. I HOLLOW BLOCK OR 3 STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN DOOR BRACKET, EA. BASE PLATE Z' EMBED, FOR SOLID EACH SIDE LL U o o( O SIDE OF DOOR, CONNECTION PER BRG I i WEBS z BLK. MAX. 6" FROM WALL SCHEDULE i THICK WASHER W/ EA. TOP & BOTTOM ORn" x a ANCHOR. (1st BOLT TO I 4" TITENS w/ WASHERS I iI . A' ENTIRE COLUMN TO BE 8" MAX. ABV. CURB, I, 6" FROM TOP AND � ' REST EQ. SPACED -24" O.C.) BE GROUT FILLED w w _ GARAGE BUCK DETAIL � M , ,�' U.N.O. ' cn PRE-ENG.TRUSS PER 1 WALL WITH STUDS @ (1) #5 VERTICAL IN Q¢ z p E WALL WITH STUDS @ O.C. @ EACH SUCCESSIVE BUCK O W GROUT FILLED CELL (IF �/ 0L WALL w/ STUDS @ 16 „ M SYP CROSS REQ'D PER PLAN) p,p'+, `�3J 4u o •- 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME z D U /F BRACING (AT 45°) W/ ROOFING MATERIAL'S 2x4 SPF CONT. (1) 2x OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS NOTE: SEE MD08 ON F vi � N (3) 12d NAILS TO RAT (2) 2x #2 SYP SEE PLAN 16" O.C. W/ w U 2x PT BOTTOM PLATE LINTEL PLAN FOR TBD BY BUILDER (FASTENING) ARE MET m O.C. w/ STRUCTURAL � w 4 v ' Q J ADDIT'L REBAR INFO d Z O 4 DO VERTICAL REINFORCEMENT DETAIL 0 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"=11-0" — NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS PER 2x8 ARCH WINDOW FRAMING DETAILS 3/4"=1'-0" PRE-ENGINEERED 1 TIRUSSES PER PLAN @ (TYP) 24" 0. C. MAX. TYP. TRUSS TO FRAME CONNECTION PER STD CONNECTION NOTES EXT. SHEATHING ATTACHED PER NAILING SCHEDULE FROM TOP OF KNEEWALL TO BOTTOM OR SP2 CLIPS AT TOP AND SP1 CLIPS AT BASE ARE REQ'D. 2x BLOCKING MIN 2x4 STUDS @ 16" O/C 2x P.T. PLATE 1/2" x 8" A.B. OR TITEN HID @32"O.C.&6" FROM EA. END, CENTER ON BASE PLATE TOP KNOCK OUT COURSE W/ (1) #5 CONT. KNEEWALL ABOVE MASONRY WALL F01 DORMER FRAMING DETAIL 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. 1/2"=l'-0" 3/4"=1'-0" LINTEL (SEE PLAN) SHEATHING PER PLAN SEE TYPICAL HEADER 7/16" O.S.B. EA. SIDE FRAMING DETAILS FOR TYP. TRUSS TO FRAME ADDITONAL CONNECTION PER INFORMATION �''�, STD. CONNECTOR (HEADER CAN BE NOTES EITHER UPSET OR .,, DOWNSET)FRAME OUT TO BLOCK 2x BLK'G. TO O.S B. W/ EDGE AS REQ'D AL ARCH PER ELEV (2) - 8d EACH END 2x W/ (2) 16d TOE NAILS EACH END - -- HEADER PER LOCATION 2x BUCK DETAIL PRE -CAST LINTEL PER LLI PLAN F- (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 Q z Q OF OPENING T o ` 2x6xl2 P.T. CENTER (2) 2x TOP PLATE TYPICAL TIE BEAM w SEE PLAN FOR WALL 4 3000 psi CONC \N/(1) #5 9 ROOF SHEATHING FOR STRAP CO 1 BUCK FRAMING INFO REBAR CONT. PROVIDE 2x4 BLOCKING w/(2)16d NAILS ECH END ATTACHMENTS 3/8". DIA. ANCHOR STD HOOK BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS IF NO WEB IS PRESENT _ CENTERED 2x P.T. STUD 0 • LL1 M THREADED ROD PER I O U 0 �, 010000®•0°°•���ii PLAN / BEARING WALL I — SHEATHING PER PLAN STRUCTURAL — TYP. TRUSS TO FRAME SCHEDULE. ONLY I TYPICAL FILLED CELL TRUSS PER PLAN OR CONY. FRAMING w/ ;°Q. % �h ' LL �� c`VJ z REQUIRED WHEN w/ 3000 psi CONC. w/(1) U 2x4 'X' BRACE ACROSS `'� 10 Lu )-' #5 REBAR VERT INDICATED ONEl RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING STD. CONNECTOR GARAGE WALL SCHEDULE. MIN 6" VERIFY w/ PLAN FOR "U ti • J NOTES — FRAME OUT TO BLOCK BEYOND FROM END OF WALL / E REQ'D LOCATIONS z � - MASONRY WALL I --- -- -- CMU WALL PER PLAN - - 2x6 P.T. BUCK EACH 0 SIDE OF OPENING BLOCKING PER BRG (4) EQ: SPACED " >'k llllf m � WALL SCHEDULE STANDARD TRUSS 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, TITEN HD ANCHORS w/ • (5) 3!8" DIA. J BOLT W/ C MIN. 1 4" EMBED FOR O b 7lyl� �` 5-1/2" EMBED. AT EA. I HOLLOW BLOCK OR 3 STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN DOOR BRACKET, EA. BASE PLATE Z' EMBED, FOR SOLID EACH SIDE LL U o o( O SIDE OF DOOR, CONNECTION PER BRG I i WEBS PROVIDE 1-1/2" x 3/16" BLK. MAX. 6" FROM WALL SCHEDULE i THICK WASHER W/ EA. TOP & BOTTOM ORn" x STANDARD TRUSS ANCHOR. (1st BOLT TO I 4" TITENS w/ WASHERS I BOTTOM CHOF�13 � MIN. 2x4 SPF #2 KNEE BE 8" MAX. ABV. CURB, I, 6" FROM TOP AND � ' REST EQ. SPACED -24" O.C.) BOTTOM AND 12" O.C. PT BASE PLATE OTHERWISE. _ GARAGE BUCK DETAIL ADOBEARING/SHEARWALL CONNECTION TO CMU 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. 1/2"=l'-0" 3/4"=1'-0" LINTEL (SEE PLAN) SHEATHING PER PLAN SEE TYPICAL HEADER 7/16" O.S.B. EA. SIDE FRAMING DETAILS FOR TYP. TRUSS TO FRAME ADDITONAL CONNECTION PER INFORMATION �''�, STD. CONNECTOR (HEADER CAN BE NOTES EITHER UPSET OR .,, DOWNSET)FRAME OUT TO BLOCK 2x BLK'G. TO O.S B. W/ EDGE AS REQ'D AL ARCH PER ELEV (2) - 8d EACH END 2x W/ (2) 16d TOE NAILS EACH END - -- HEADER PER LOCATION 2x BUCK DETAIL PRE -CAST LINTEL PER LLI PLAN F- (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 Q z Q u O z W <8> ROOF SHEATHING FOR STRAP CO (3) 16d COMMON NAILS PROVIDE 2x4 BLOCKING w/(2)16d NAILS ECH END ATTACHMENTS w (2) 2x PLATE BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS IF NO WEB IS PRESENT 1/2"=1'-0" OR TITEN HD @ 32 O.C. & 6" FROM EACH 0 `Otllllll/ll,/ LL1 M FOR BEAM SIZE ONLY ( O U 0 �, 010000®•0°°•���ii °D — SHEATHING PER PLAN STRUCTURAL — TYP. TRUSS TO FRAME SHEATHING TRUSS PER PLAN OR CONY. FRAMING w/ ;°Q. % �h ' LL �� c`VJ z CONNECTION PER U 2x4 'X' BRACE ACROSS `'� 10 Lu )-' � RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING STD. CONNECTOR CONNECTION PER FOR BEAM SIZE "U ti • J NOTES — FRAME OUT TO BLOCK STD. CONNECTOR NOTES w- z � - - - --- -- -- EDGE AS REQ'D - - ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK 0 0 EDGE NAILS >'k llllf m � rn STANDARD TRUSS 1/2" x 8" ANCHOR BOLT CL „ (2) 2x #2 SYP SEE PLAN END VIEW VII CMU CMU STUDS @ 16" O.0 FOR KNEE WALL u O z W <8> ROOF SHEATHING FOR STRAP CO (3) 16d COMMON NAILS PROVIDE 2x4 BLOCKING w/(2)16d NAILS ECH END ATTACHMENTS FASTEN PT 2x NAILER FN (2) 2x PLATE BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS IF NO WEB IS PRESENT 1/2"=1'-0" OR TITEN HD @ 32 O.C. & 6" FROM EACH 0 `Otllllll/ll,/ LL1 M FOR BEAM SIZE ONLY ( O U TO MASONRY NOTES: z z �, 010000®•0°°•���ii °D — SHEATHING PER PLAN STRUCTURAL — TYP. TRUSS TO FRAME SHEATHING TRUSS PER PLAN OR CONY. FRAMING w/ ;°Q. % �h ' LL �� c`VJ z CONNECTION PER 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, O 2x4 'X' BRACE ACROSS `'� 10 Lu )-' � RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING STD. CONNECTOR CONNECTION PER FOR BEAM SIZE "U ti • J NOTES — FRAME OUT TO BLOCK STD. CONNECTOR NOTES FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM F= z � w 0 Q 0 � 0 FRAME OUT TO BLOCK NAIL SCAB TO TOP ��®``e �'• ''• } O EDGE AS REQ'D W ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK 0 0 EDGE NAILS >'k llllf m � rn STANDARD TRUSS 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, z PER PLAN) co w � O b 7lyl� BETWEEN TRUSSES (2) 2x TOP PLATE STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN _ . HEADER SEE PLAN ( ) TOENAILED TO EACH SIDE LL U o o( O DOUBLE TOP PLATE w/ WEBS MIN. 2x4 SPF #2 KNEE'. --- THIS CASE. w i MIN. 2x4 SPF #2 KNEE TRUSS NOT STANDARD TRUSS TRUSS PER PLAN BOTTOM CHOF�13 � MIN. 2x4 SPF #2 KNEE 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x O FRAMED WALL PER � ' N w s uai m BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" U (U PRE-ENG.TRUSS PER = WALL WITH STUDS @ Z Q¢ z p E WALL WITH STUDS @ O.C. @ EACH SUCCESSIVE BUCK O W �/ 0L WALL w/ STUDS @ 16 „ M SYP CROSS U p,p'+, `�3J 4u o •- 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME z D U x p m o_ BRACING (AT 45°) W/ ROOFING MATERIAL'S 2x4 SPF CONT. (1) 2x OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS F vi � N (3) 12d NAILS TO RAT (2) 2x #2 SYP SEE PLAN 16" O.C. W/ w U 2x PT BOTTOM PLATE �( TBD BY BUILDER (FASTENING) ARE MET m O.C. w/ STRUCTURAL � w SEE FRAMING PLAN Q J z d Z O CONDENSATE 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) FOR CONNECTION 0 �_ W O BLOCKING ATTACH TO STRUCTURAL INFOI— ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S FOR BEAM SIZE STRUCTURAL DISPOSAL BY A/C SEE ELEVATION SHEATHING FROM a SPECS SUPPLIER O ---- 7/16" O.S B. EA. SIDE TOP OF MASONRY Q 7/16" OSB W/ 2 O 8d SHEATHING ON BOTH CONNECTION TO BE SHEATHING ON BOTH J U_ z ww 2 Lu TOP OF WALL TO Q SEE ARCH PLANS FOR 0 U) c o _ 1/2" x 8" ANCHOR BOLT CL „ (2) 2x #2 SYP SEE PLAN END VIEW VII CMU CMU STUDS @ 16" O.0 FOR KNEE WALL u O z W <8> ROOF SHEATHING FOR STRAP CO (3) 16d COMMON NAILS PROVIDE 2x4 BLOCKING w/(2)16d NAILS ECH END ATTACHMENTS (2) 2x TOP PLATE (2) 2x PLATE BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS IF NO WEB IS PRESENT 1/2"=1'-0" OR TITEN HD @ 32 O.C. & 6" FROM EACH 0 `Otllllll/ll,/ LL1 M FOR BEAM SIZE ONLY ( O U > �, 010000®•0°°•���ii °D — SHEATHING PER PLAN STRUCTURAL — TYP. TRUSS TO FRAME SHEATHING TRUSS PER PLAN OR CONY. FRAMING w/ ;°Q. % �h ' LL �� c`VJ z CONNECTION PER TYP. TRUSS TO FRAME 2x4 'X' BRACE ACROSS `'� 10 Lu )-' � RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING STD. CONNECTOR CONNECTION PER FOR BEAM SIZE "U ti • J NOTES — FRAME OUT TO BLOCK STD. CONNECTOR NOTES � IF OPENING PROVIDED � � bo ® �"'- � •0 �•.• � w 0 Q 0 � 0 FRAME OUT TO BLOCK NAIL SCAB TO TOP ��®``e �'• ''• } O EDGE AS REQ'D W `oma ��°° TOP AND BOTTOM MI EDGE NAILS >'k llllf m � rn STANDARD TRUSS 111.. z PER PLAN) co w � O b 7lyl� BETWEEN TRUSSES (2) 2x TOP PLATE _j _ . HEADER SEE PLAN ( ) TOENAILED TO 1/2" x 8" ANCHOR BOLT CL „ (2) 2x #2 SYP SEE PLAN END VIEW VII CMU CMU STUDS @ 16" O.0 FOR KNEE WALL CHORD WITH (4) 10d LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT <8> ROOF SHEATHING FOR STRAP CO (3) 16d COMMON NAILS PROVIDE 2x4 BLOCKING w/(2)16d NAILS ECH END ATTACHMENTS (2) 2x TOP PLATE (2) 2x PLATE BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS IF NO WEB IS PRESENT 2 2x #2 SYP SEE PLAN O OR TITEN HD @ 32 O.C. & 6" FROM EACH PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW O2x PLATES OVER ROOF DECK PER VALLEY FOR BEAM SIZE ONLY ( O U ODOUBLE O (3) 10d NAILS TYPICAL H3, H4, OR H5 @ EA. END OF TFUSS OR OSIMPSON RAFTER H TRUSS PER PLAN OR CONY. FRAMING w/ JOCOMMON STRUCTURAL SHEATHING PER PLAN AND ROOF (TYP.) FINISH PER ARCHSFIN 2x4 'X' BRACE ACROSS ROOF TRUSSES PER PLAN OR CURVED � RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING LENGTH OF NAILED @ 6" O.C. STAGGERED FOR BEAM SIZE END TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED .� � IF OPENING PROVIDED 0 w � 0 NAIL SCAB TO TOP 2x4 #2 SYP RA1 RUN < W CHORD WITH (3) 10d TOP AND BOTTOM MI O NAILS (2) BAYS PAST AIC rn STANDARD TRUSS LOCATION. MIN (3) BP z PER PLAN) z � O b 7lyl� BETWEEN TRUSSES TO EACH TRUSS. TYF U _ . HEADER SEE PLAN ( ) TOENAILED TO EACH SIDE LL U o o( O DOUBLE TOP PLATE w/ WEBS MIN. 2x4 SPF #2 KNEE'. --- 10d NAILS @ 4" O.C. i MIN. 2x4 SPF #2 KNEE TRUSS NOT STANDARD TRUSS TRUSS PER PLAN BOTTOM CHOF�13 � MIN. 2x4 SPF #2 KNEE Q FRAMED WALL PER � ' N w s uai m PRE-ENG.TRUSS PER = WALL WITH STUDS @ Z Q¢ z p E WALL WITH STUDS @ PLAN, 24" O.C. MAX I-- �/ 0L WALL w/ STUDS @ 16 „ M SYP CROSS U p,p'+, `�3J 4u o •- U x p m o_ BRACING (AT 45°) W/ ROOFING MATERIAL'S 2x4 SPF CONT. 16" O.C. W/ F vi � N (3) 12d NAILS TO RAT (2) 2x #2 SYP SEE PLAN 16" O.C. W/ w U 2x PT BOTTOM PLATE �( W � N 4 U O.C. w/ STRUCTURAL � w SEE FRAMING PLAN Q J z d Z O CONDENSATE FOR CONNECTION 0 �_ W O BLOCKING ATTACH TO STRUCTURAL INFOI— FOR BEAM SIZE STRUCTURAL DISPOSAL BY A/C SEE ELEVATION SHEATHING FROM a `,J SUPPLIER O ---- 7/16" O.S B. EA. SIDE TOP OF MASONRY Q 7/16" OSB W/ 2 O 8d SHEATHING ON BOTH CONNECTION TO BE SHEATHING ON BOTH z TOP OF WALL TO Q SEE ARCH PLANS FOR 0 U) c o _ COMPANY - - - OVERHANG INFO w NAILS SIDES FROM TOP OF � SIDES FROM TOP OF ., PRECAST LINTEL OR d BOTTOM OF WALL. _ U d BLOCKING W/ SIMPSON RE. ELEV. Z WALL TO BOTTOM OF A34 OR LUS24-2 EACH BUILDER FRAME WALL TO BOTTOM OF O KNOCK OUT COURSE END ATTACHED PER u- Q Z O 4 ti - ---- 2x BLK'G. TO O.S.B. W/ W/ (1) #5 CONT. O 7/16" OSB EACH SIDE, BEAM. ATTACHFID PFR GROUT SOLID RADIUS AS REQ'D BEAM. ATTACHED PER O d< NAILING SCHEDULE O � l H G� 51 a) N ARCH PER ELEV - (2) - 8d EACH END w � Q O) W/ 6d NAILS @ 16" O.C. NAILING SCHEDULE WINDOW PER > � NAILING SCHEDULE F� CLEAR BETWEEN FLUE M° OTHERWISE SP2 CLIPS � z V Q G�ti U & FRAME Z TO SIDE &TOP NAILER OTHERWISE SP2 CLIPS � V_i LLI MASONRY WALL EXT. SHEATHING PRECAST CONC. OR O0 Z �e 2x BUCKS, AT TOP AND SP1 CLIPS AT END VIEW W/ WOOD - REQUBASE REQUII ERRE RED FO KNEEWALL AT DOWNSET BEAM 1 "=1'-0" IF REQ'D, PROVIDE CLOSURE WALL. w/ SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS TO TRUSS STUDS @ 24" O.0 & EXT. SHEATHING INSTALLED PER NAILING PATTERN CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MASONRY WALL PER PLAN A, O2x STUDS @ 16" O.0 FOR KNEE WALL CHORD WITH (4) 10d LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT <8> ROOF SHEATHING FOR STRAP CO CONT. ROOF SHEATHING NAIL PER PLAN PROVIDE 2x4 BLOCKING w/(2)16d NAILS ECH END ATTACHMENTS TO TOP CHORDS OF TRUSSES BELOW W'[']EN BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS IF NO WEB IS PRESENT BELOW AND CONNECT w/ HTS20 @ 32" 0 C O PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW O2x PLATES OVER ROOF DECK PER VALLEY COMPANY FRAMING DETAIL ODOUBLE TOP PLATE (3) 10d NAILS TYPICAL H3, H4, OR H5 @ EA. END OF TFUSS OR OSIMPSON RAFTER H TRUSS PER PLAN OR CONY. FRAMING w/ JOCOMMON STRUCTURAL SHEATHING PER PLAN AND ROOF 0 FINISH PER ARCHSFIN 2x4 'X' BRACE ACROSS ROOF TRUSSES PER PLAN OR CURVED OCURVED RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING LENGTH OF NAILED @ 6" O.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D 1/4"=1'-0" NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED NAIL SCAB TO TOP IF A/C IS SUSPE:NDEI_ CHORD WITH (4) 10d FROM TOP CHURD (2 NAILS 2x4 #2 SYP BLOCKING ADD 2x4 VERTICAL REQ'D @ TOP CHORE: SCAB IN EACH TRUSS ATTACHMENTS IF NO WEB IS PRESENT SUPPLIED BY A/C COMPANY (3) 10d NAILS TYPICAL H AT EACH TRUSS 0 2x4 'X' BRACE ACROSS `� (D LENGTH OF Q .� SHEARWALL (D SCHEDULE NAIL SCAB TO TOP 2x4 #2 SYP RA1 RUN < W CHORD WITH (3) 10d TOP AND BOTTOM MI O NAILS (2) BAYS PAST AIC rn STANDARD TRUSS LOCATION. MIN (3) BP z 2x4 BLOCKING LAP W/ (2) 16d NAILS W0 W M E F- Z �/? rn c.)TOP CHORD VARIES BETWEEN TRUSSES TO EACH TRUSS. TYF U Q TOENAILED TO EACH SIDE LL U o o( O DOUBLE TOP PLATE w/ WEBS 10d NAILS @ 4" O.C. w z `� TRUSS NOT STANDARD TRUSS TRUSS PER PLAN BOTTOM CHOF�13 DOUBLE TOP PLATE FRAMED WALL PER SHOWN FOR CLARITY PLAN BUILDER FRAMEAT TOP AND SP1 CLIPS �1ti RADIUS AS REQ'D M , "• AT BASE ARE REQ'D > O� 0® 0 7 ^ M � Q ui KNEEWALL AT UPSET BEAMFO KNEEWALL OVER MASONRY WALLry 3/4"=1'-0" 1 PERP. SHEARWALL CONNECTION TO TRUSS I 601 A/C IN TRUSSES 3/4"=1'-0" I PRE -MANUFACTURED CHIMNEY CAP TOP OF CHIMNEY MIN 2'-0" ABOVE A POINT WITHIN 10'-0" OF THE NEAREST ROOF (1) SPH4 EVER'' - OTHER STUD TO DOUBLE TOP PLATE 2x4 VERTICAL @ 24" O.C. MAX. w/ (4) 10d NAILS TO BOTTOM CHORD & (3) 10d NAIL: TO TOP CHORD NOTE IF WALL HEIGHT IS BETWEEN 4FT & 8FT. USE 2x6 SYP #2 STUD, GALVANIZED FLASHU�J 2x4 BLOCKING W/ (2) 16d COMMONS END NAILED TO VERTICAL. 2x4's 3/4"=1'-0" CHIMNEY FRAMING DETAIL 3/4"=1'-0" 3/4"=1'-0" U H ROOF SHEATHING 0 J (D ATTACH PER NAILING Q .� (D SCHEDULE c%1 < W J O t rn STANDARD TRUSS z 1_ W W0 W M E F- Z �/? rn c.)TOP CHORD VARIES U Q Z LL U o o( O WEBS w z `� TRUSS NOT Q z0 SHOWN FOR CLARITY w s uai m PRE-ENG.TRUSS PER = Q Z Q¢ z p E 2x4 #2 PLAN, 24" O.C. MAX I-- �/ 0L O < �u o = SYP CROSS U x p m o_ BRACING (AT 45°) W/ ROOFING MATERIAL'S ' 1 ' Li.l F vi � N (3) 12d NAILS TO RAT PER ARCHS w U �( W � N 4 U RUNS. TYP EACH SIDE SEE FRAMING PLAN Q J z Z O CONDENSATE FOR CONNECTION 0 �_ W O INFOI— i1 DISPOSAL BY A/C SEE ELEVATION 0 �-- `,J SUPPLIER W TOP OF MASONRY Q LLQ CONNECTION TO BE z SUPPLIED BY A/C SEE ARCH PLANS FOR 0 U) COMPANY OVERHANG INFO w ., d (2) 2x4 #2 SYP BLOCKING W/ SIMPSON RE. ELEV. Z A34 OR LUS24-2 EACH FOR O.H. O END TYP. SINGLE TIE -BEAM Q W/ (1) #5 CONT. O GROUT SOLID o O z N co U w � Q O) FLUE PER MANUF. SPECS W/ 2" MIN. WINDOW PER > 0 F� CLEAR BETWEEN FLUE FLOOR PLAN Z 0 & FRAME Z GALVANIZED FLASHING N V_i LLI EXT. SHEATHING PRECAST CONC. OR 'S W �e ATTACHED PER POWERS STEEL SILL 0 N 0 04 0 1 NAILING SCHED. TYP. @ ALL WINDOWS 0 V 0 z M Ix 2x4 FRAMED CRICKETII .4 EXT FINISH PER PLAN ce .. 0 m W/ GALVANIZED I w I— W FLASHING 0OU) � a LL LL _— Lu II.• H,. MAIN FLOOROIL w 0 HCH (4) 16d COMMONSELEV I0 U-0" ~ NAILED @ EACH END CONC. SLAB- • VERT REINF. BEYOND SEE FOUNDATION - _ 2x4 BLOCKING W/ (2) .', PLAN FOR MORE INFO 11— _ U) J STRUCTURAL ENG: CFG -___-- 16d COMMONS END I L III ( Q NAILED TO VERTICAL III - MASONRY WALL PER z -STRUCT: TNT 2x4's PLAN 0 QC CHECK: MB\CC SEE FOUNDATION w DETAILS FOR FTG INFO JOB No TM - 2153102 SCALE. AS INDICATED ................. - -...._ TRUSS PER PLAN U) 2 F- DATE: 09/14/2016 SO TYPICAL ONE STORY CMU WALL SECTION Q no I, 3/4"=1'-0" I J 3/4"=1'-0" SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN SIMPSON H10A ■ u DIAGONAL TO BEAM BEAM CONNECTION SIMPSON I DIAGONAL PLATE -- SIMPSON HGA10 @ 48" WHERE O.H. IS = 1'-0", DROP O.C. UP TO 4'-8" 3 1/4" HOLD NOTE: ALL GABLE (1) 2x4 BRACE BRACING IS TO BE PT 2x8 PLT., CANT. FOR WASHERS (MIN. 7" -- SHEATHING NOT REQ'D SYP#2 OR BETTER CLG. NAILING SURFACE EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ D.\ TOBE'CONT. @ THE FOR REQ'D 2x4 BRACE IF REQ'D EACH END AND 32" O.C. 24" O.C. FOR FALSE IBM \ TRANSITION FROM - ANCHOR BOLT OR 2x4 BLOCKS, (2) 16d i W WALL TO GABLE O TOENAILS EA. END -- QC CHECK MB\CC PROVIDE 16d NAILS y __ - _� i_ TRUSS '� CENTERED BETWEEN GABLE END TRUSS TO ¢ c 2x TOP PLATE TO - - 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. TO RUN BACK 10 1 ST COMMON jr— DOUBLE 2x TOP PLATE = U GABLE END W/ 16d NAILS @ EA. END. `t -- FASTEN SIDE WALL WAY UP HEIGHT OF (4) 8d NAILS TO TOP FRAMING FOR FALSE SHEATHING PER PLAN. SINGLE BASE & TOP PLATE w/ PLYWOOD FALSE BM PER PLAN - - BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOFTRUSS (5) 16d NAILS BRACE \ BLOCK ADJ. BAYS @ TO BLOCKING Z - EXT. SHEATHING; SHEATHING COVERING IF REQ'D CONT. 2x4 ATTACH PER PLAN @ 6" O.C. STRONGBACK TO DIAGONAL FRAME WALL CONNECTION SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. CONNECT TO DROP GABLE WITH PROVIDE 2x4 BRACE - TO EA, ADJ, DIAG. FASTEN TO DIAG. w/(2) 16d NAILS. GABLE BRACING @ 48" O.C. NOT REG'D 6' FROM EAVES II 45° WHERE O.H. IS = 1'-0", DROP SEE CHART UP TO 4'-8" 3 1/4" HOLD 1/2 J -BOLTS w/ (1) 2x4 BRACE W PT 2x8 PLT., CANT. FOR WASHERS (MIN. 7" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H 418'-8" CLG. NAILING SURFACE EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ D.\ - FOR REQ'D 2x4 BRACE IF REQ'D EACH END AND 32" O.C. 24" O.C. FOR FALSE IBM \ GABLES w/ OUTLOOKERS @ 24" O.C. 1'-0" MAX PLYOOD CANT. O.H. ANCHOR BOLT OR 2x4 BLOCKS, (2) 16d i W ~ O TOENAILS EA. END -- QC CHECK MB\CC PROVIDE 16d NAILS y __ - _� i_ '� CENTERED BETWEEN GABLE END TRUSS TO ¢ c 2x TOP PLATE TO - - 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. TO RUN BACK 10 1 ST COMMON SEE ELEV. FOR = U GABLE END W/ 16d NAILS @ EA. END. `t W WAY UP HEIGHT OF (4) 8d NAILS TO TOP FRAMING FOR FALSE #5 CONT. SINGLE BASE & TOP PLATE w/ PLYWOOD FALSE BM PER PLAN - - BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOFTRUSS WITH (3) 12d TOENAILS. O.H. SIZE \ BLOCK ADJ. BAYS @ Z Q SHEATHING COVERING IF REQ'D CONT. 2x4 @ 6" O.C. STRONGBACK TO DIAGONAL SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. CONNECT TO DROP GABLE WITH EA.DIAG. AS SHOWN. SHEATHING PER PLAN Lu PER CHART - _ 2x6 RAFTER TO 2x8 i TRUSS PER PLAN TRUSS PER PLAN GABLE VERTICAL J • RIDGE BOARD VV/ A35 (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) H2.5 CUP MAX 2'-0" O.H. FASTEN ROOF r) F- 2ND 2x4 BRACE IF m RAFTER & A35 ON ADJ TRUSS PER PLAN REQ'D, SEE CHART (5) 16d NAILS BRACE RAFTER .1 O CBPP SIDE 2x4'S @ 24" O.C. Q TO DETAIL GE02 THIS PAGE FOR GABLE BRACING' 2x6 SHEATHING TO BLOCKS w/8d NAILS 1'-0" MAX PLYWOOD CANT. O.H. SEE ELEV. FOR w I 3/16" x 2 3/4" TAPCONS `" IA TO BLOCKING 0 IN CMU. OR SIMPSON 10d COMMON NAILS ((t -- A @ 6" O.C. O.H. SIZE GABLE END (GE01 GABLE END @ FLAT CEILING CONNECTIONS GE02 GABLE END BRACING r --- FASTEN SYP OR SPF _ ¢ - ` - PROVIDE 2x4 BRACE 2x4 BLOCKING @ EA. SHEATHING FASTEN CONT. 2x4 OUTLOOKER (MAX: 0 2x4 BLOCKING (2) 12J -- SHEATHING PER PLAN R OOF SHEATHING PER ROOF SHEATHING GABLE END SHEATHING FASTEN TO EA. ADJ. DIAG. FASTEN TO DIAG.w/(2) NAILS, TOENAILED z PER PLAN uw SPLICE AS REQ'D � W 2'-0" MAX. _ STUD TOP & BOTTOM EACH END.AT 24" 0 ROOF SHEATHING WHERE O.H. IS > V-0", N (TYP.) (END NAIL PLTS: PER PLAN. 16d NAILS. LAY 2x4 BLOCKING OVER THE TOP OF THE - - - - - - - ILL TO STUD) \ DTC CLIP, (2) 8d NAILS 2x4 DIAGONAL BRACE TRUSS BEL -(.,,VV DROP END GABLE w/ � ----___ ___—_ 2x FASCIA w (2) 16d BOTTOM CHORD. INTO BLOCKING, (4) 8d --- FASTEN CONV. 2x 2x WALL, SEE PLAN ATTACH W/ (2) 10d END NAILS @ EA 2x4 #2 SYP P.T. i _ VALLEY RAFTER @ 48" O.C. TO 3RD XNAILS INTO TOP PLATE OUTLOOKERS @ 24" Z FRAMING (OR PRE -ENG �P VALLEY TRUSSES) TO STD CONDITION @ FRAME WALL �-- -- -0UTLOOKER BLOCKING @ 24" O.C. (2) 16d TOE NAI,_S - 2x PLATE WITH O.C. MAX. w/ (2) 16d \� BAY REQ'D w/ _..__.._. ----- SIMPSON H2.5(TYP.) W/ (2) 12d END NAILS O.C. TO RUN BACK TO ~ END NAILS TO TRUSS @ EA. RAFTER TO PLT (6F�01 FIELD FRAMED VALLEY DETAILFO - --- -_-..._._..-__.._ HOLD WALL 3-1/2" @ EACH END NON-BEARING WALL CLIP DETAIL 1/2"=11-0" STRONGBACK, SEE 1ST COMMON. TRUSS w DOWN FOR DOUBLE TOP PLATE \ \ CHART TRUSS PER PLAN 2x4 LEDGER W% (2) 1 OdT WITH (3) 12d TOENAILS. L � TRUSS PER PLAN -- -.. - - HEADER PER PLAN IF NAILS @ EACH 'WEB GABLE BRACING (+) CONNECT REQ'D. MIN (1) JACK & TRUSS PER PLAN --- z EXTERIOR SHEATHING. ATTACH PER PLAN ABLE WITHH250LU GCLIP LU Q PROVIDE 2x4 BRACE - TO EA, ADJ, DIAG. FASTEN TO DIAG. w/(2) 16d NAILS. GABLE BRACING @ 48" O.C. NOT REG'D 6' FROM EAVES II 45° CONTRACTOR TO FIELD VERIFY WHICH,U_ J� CONDITION IS REQUIRED. CONTACT EOR FOR ADDITIONAL INFO AS REQ'D SIMPSON A23 @ EACH A35 DIAGONAL TO BRACE TO PLATE TRUSS BOT. CHORD SEE CHART UP TO 4'-8" 3 1/4" HOLD 1/2 J -BOLTS w/ (1) 2x4 BRACE MAX 2'-0" O.H. u PT 2x8 PLT., CANT. FOR WASHERS (MIN. 7" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H 418'-8" CLG. NAILING SURFACE EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ D.\ - FOR REQ'D 2x4 BRACE IF REQ'D EACH END AND 32" O.C. 24" O.C. FOR FALSE IBM \ CONNECTIONS Z ANCHOR BOLT OR MAX. ATTACHMENT w/ (3) 10d i W BRACE O TOENAILS EA. END -- QC CHECK MB\CC PROVIDE 16d NAILS y __ - _� i_ '� CENTERED BETWEEN GABLE END TRUSS TO ¢ c 2x TOP PLATE TO - - L TIE BEAM COURSE w/ (1) PLT.@12" O.C. MAX. ", = U GABLE END W/ 16d VAULTED CONDITION CMU z W WAY UP HEIGHT OF (4) 8d NAILS TO TOP FRAMING FOR FALSE #5 CONT. 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DIAG. FASTEN TO DIAG.w/(2) NAILS, TOENAILED z PER PLAN uw SPLICE AS REQ'D � W 2'-0" MAX. _ STUD TOP & BOTTOM EACH END.AT 24" 0 ROOF SHEATHING END NAILS EA. END (TYP.) (END NAIL PLTS: PER PLAN. 16d NAILS. LAY 2x4 BLOCKING OVER THE TOP OF THE - - - - - - - ILL TO STUD) TRUSS PER PL k,,N DTC CLIP, (2) 8d NAILS CONTRACTOR TO FIELD VERIFY WHICH,U_ J� CONDITION IS REQUIRED. CONTACT EOR FOR ADDITIONAL INFO AS REQ'D SIMPSON A23 @ EACH A35 DIAGONAL TO GABLE BRACING CHARD BRACE TO PLATE TRUSS BOT. CHORD GABLE BRACING + UP TO 4'-8" 3 1/4" HOLD 1/2 J -BOLTS w/ (1) 2x4 BRACE 7'-0" < H:. -S 9'-4" PT 2x8 PLT., CANT. FOR WASHERS (MIN. 7" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H 418'-8" CLG. NAILING SURFACE EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ D.\ - FOR REQ'D 2x4 BRACE IF REQ'D EACH END AND 32" O.C. 24" O.C. FOR FALSE IBM \ CONNECTIONS Z ANCHOR BOLT OR MAX. ATTACHMENT w/ (3) 10d i - BRACE O TOENAILS EA. 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MAX 1/8" 2x4 #2 SYP CONT. w/ (2), III OPENING III I I I I I I SPACE BETWEEN w W STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d DOUBLE NAIL EDGE SPACING 2x SCAB w/ 10d NAILS " - O.C. MAX. PROVIDE (4) 10d x 3" 16d COMMON NAILS d III III 4 II PANELS = � COMMON NAILS @ 3' O.C. @ 4 O.C. PROVIDE (4)10d x3" NAILS AT JOINT EA. STUD OR TRUSS xr"�vo III 3 II I II II � © PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING NAILS AT JOINT PER -ENG TRUSSES MEMBER, TYP. (MAX. U III TYP. III II II II Z) p HEADER W/ 8d COMMON NAILS @ 3 O.0 (2) ROWS @ STUD PER PLAN - 2x SCAB w/ 10d NAILS 24" O.C.). IF MASONRY, 0 M III OPEN NG II ( II II II 2x STUDS BEYOND, TOP &BOTTOM SHEATHING SPLICE, �" ' @ 4" O.C. USE (2) 1/4" TAPCONS Q Q Jlyf� N SEE PLAN FOR MORE < 7 (2) 8d NAILS @ 3 O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR TRUSS CONNECTION w/ MIN. 2 EMBED. @ M U „I iil X30 0 ILL III II II II O ¢ O PER -ENG TRUSSES INFO I— Z �- O VERTICAL MEMBER IF GABLE END SHEATHING & PER PLAN 2 FASCIA PER PLAN 2X FASCIA 24" O.C. iulll BLOCKING GYPSUM WALLBOARD IIIT _TI --7I- FIII II II I wI­_O wz OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS Z IIII CMU WALL PER PLAN - LEDGER II II II (2) 8d TOE NAILS TO LEDGER TRUSS PER PLAN Q = ° U a O I I II IIII _ 2x4 PT LEDGER W/ STUDS w/ (2) 1/4" X 41/2" u) Q � SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN IIII c�i w II II it x4 TAPCONS 12 @ 2x FRAME WALL PER NAILS @ 16" O.C. O � l II II IIII SCHEDULE o= 0 LL 00 2x4 #2 SPF W --- — ---------07 U p N 0 2 2x BUILT-UP COL, O SEE ELEV. FOR Z� WOOD/MASONRY O FLOOR SYSTEM U Z SEE TRUSS PLAN FOF --- u -O rr `" O.H. SIZE — — — — _ "?i�' LAP BEAM PLYS AND NAILS EACH END SHEATHING SPLICE DETAIL CUT TO FIT 2x BOTTOM PLATE @ FRAME WALL PLAN (TRUSS SHOWN) > w/ (2) 16d END NAILS OPENING SIZE 1 BEYOND SEE PLAN 0 fiF1 TYPICAL SCAB OVERHANG W SHEATHING DIAGRAM CL w 602 LEDGER q0 LOW ROOF � SYP #2 LEDGER w/ (2) fiFl EXTERIOR SHEATHING SCHEDULE NAILS PER PLY CONNECTION NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF THE ENTIRE SHEET OF SHEATHING IS TO BE EACH END 3/4"=1'-0" v 1 1/4" x 2 3/4" 'APCONS AT BLOCKING GYPSUM WALLBOARD (2) 8d TOE NAILS TO wI­_O OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS Z JOINT, MAX. 1/8" GAP CMU WALL PER PLAN - LEDGER TRUSS CONNECTION PER PLAN (2) 8d TOE NAILS TO LEDGER TRUSS PER PLAN Q = - U a O _ 2x4 PT LEDGER W/ STUDS w/ (2) 1/4" X 41/2" 2x4 LEDGER W/ 2 16d O U- SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN Z I h di c�i w NAILING PER x4 TAPCONS 12 @ 2x FRAME WALL PER NAILS @ 16" O.C. O � l O 4 SCHEDULE - O.C. �"PLAN c f) 00 2x4 #2 SPF W V H Stili pti U 2x4 BLOCKING PLACED SEE ELEV. FOR 2 2x BUILT-UP COL, O SEE ELEV. FOR Z� WOOD/MASONRY O (2) 1/4" X 3'/," SIMPS. SDS SCREWS @ 16" O.C. Z SEE TRUSS PLAN FOF --- FLATWISE (2) 16d O.H. SIZE Q.H. SIZE WALL OR TRUSS, SEE co MAX.; "?i�' LAP BEAM PLYS AND NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMU WALL CONDITION @ FRAME WALL PLAN (TRUSS SHOWN) > w/ (2) 16d END NAILS O ❑ 0 fiF1 TYPICAL SCAB OVERHANG W CL w 602 LEDGER q0 LOW ROOF � SYP #2 LEDGER w/ (2) Q NAILS PER PLY CONNECTION NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF THE ENTIRE SHEET OF SHEATHING IS TO BE EACH END � v 1 1/4" x 2 3/4" 'APCONS AT C NAILS ARE OVERDRIVEN, SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE 12 12" O.C. xxxx REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS 3/4"=1'-0"i @EACH STUD 12d NAILS @ EACH END HTS20 CLIP FROM SIMPSON H3 CLIP 1-1/2"=1'-0" U C F1 SECTION @DOUBLE BEARING IfiFlkSTEP @BEARING FRAME WALL S01 Va HEADER @POCKET SLIDER w/TRANSOM SO2 HEADER @POCKET SLIDER w/TRANSOM HEADER @POCKET SLIDER SO HEADER @POCKET SLIDER c OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN (D %--- 2x6 SYP #2 LEDGER.. TO - BEAM INTO LONG SPAN AS INDICATED ON BEAM STUDS w/ (2) 1/4" X 41/2" SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN (� ~ Z Q w m 0ovi� SIMPS SDS SCREWS @ F SEE ROOF SHEATHING, U O0 w z_ CO 16" O.C. MAX. c f) 00 2x4 #2 SPF u C PLAN NAIL PER PLAN 2 2x BUILT-UP COL, O EXTERIOR WALL/TRUSS 0 F- o (2) 1/4" X 3'/," SIMPS. SDS SCREWS @ 16" O.C. SEE TRUSS PLAN FOR SEE TRUSS PLAN FOF --- BLOCKING @ 24" O.C. ZO - < MAX.; DOUBLE TOP PLATE LAP BEAM PLYS AND w MORE INFO & MORE INFO & w/ (2) 16d END NAILS NAIL AS SHOWN (5) 10d 0 W O SYP #2 LEDGER w/ (2) NAILS PER PLY CONNECTION CONNECTION EACH END � v 1 1/4" x 2 3/4" 'APCONS AT C SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE 12 12" O.C. xxxx _7SEE PLAN @EACH STUD 12d NAILS @ EACH END HTS20 CLIP FROM SIMPSON H3 CLIP F ++ ++ POST TO BEAM C _._ _._ SHEATHING PER PLAN 1 PLAN VIEWPOST @ TOP OF 2x12 BOX HDR w/ 2x8's � (4) 10d NAIL-, FOR J - TO STUDS OR BEAM w/ ..� CONV. FRAMED mm TOP & BOT., 2x8 TO (2) 1/4" X 4'/x" SIMPS. 2x8 #2 SPF VERTICAL C PRE -ENGINEER D SDS SCREWS @ 16" SIMPSON LSTA30 W'/ MEMBERS ONLY 2x12 w/ 10d X 3" NAILS _ @ 24" O.C. w/ EXT. 2x4 #2 SPF O.C. MAX.; C ROOF TRUSS - SEE i0 (22) 10d NAILS (ALL z .o. @ 6" O.C. 2x12 AT TO GABLE END STUIDS SHEATHING PER BLOCKING @ 24" O.C. - FRAMING PLAN FOR CORNER CONDITIONS a 4'-0" MAX WALL TO PRECAST NAILING SCHEDULE & w/ (2) 16d END NAILS O C-4 0 SDS SCREWS @ 16" SPACING EXTERIOR SHEATHING STRAP AROUND w - - - - - LINTEL w/ (2)ROWS OF + + _� + (4) 12d NAILS EACH EACH END SEE TRUSS PLAN FOR 2x8 TO UNDER SIDE OF F SEE PLAN FOR NAIL PER PLAN TALLER STUD) _ _ .:.- --. _.._..._ -.__..---- PLAN FOR ADDITIONAL 1/4" x 4" TAPCONS @ 2x4 #2 SYP P T @ EA -- TRUSS MEMBER Lu! 3 MORE INFO & ++ ROOF SHEATHING F CONNECTION ROOF TRUSSES @ 24" O.C. 16" O.0 .MAX. TRUSS w/ (4) 1>d NAI[ 2x8 w/ (2) 10d NAILS @ SIDE VIEW @ BASE OF POST x x CONNECTION + 2x BRG WALL SEE STAGGERED INTO TRUSS & i3 12d EACH VERTICAL x % + u STRUCTURAL ENG: CFG DRAFTING: TOENAILS INTO OTHER -- -STRUCT: SEE WALL CLIP DETAIL QC CHECK: PLAN FOR STUD SIZE & JOB No. TM - I -� SCALE: TRANSOM BETWEEN TRUSS TRANSOM BETWEEN FOR MORE INFO 09/14/2016 2x8 #2 SPF VERTICAL a SPACING. MIN (2) 2x SEE FLOOR PLAN FOR LINTELS / LINTELS UNDER GIRDER TRUSS MORE BRG. VVALL INFO LINTEL PER PLAN SLOPE AS REQ'D / LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLANLINTEL 2x8 #2 SPF VERTICAL PER PLAN @ 24' O.C. w/ EXT. 0 SHEATHING PER C U.N.O. _ @ 24" O.C. w/ EXT. 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. SHEATHING PER NAILING SCHEDULE & 2x BLOCKING w/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2" NAILING SCHEDULE & (4) 12d NAILS EACH TAPCONS @ 1 O.C. TAPCONS@ 12" O.C. .d (4) 12d NAILS EACH TRUSS MEMBER (TOP SIMPSON LSTA24 EACH ( 2) 2x TOP PLATE SPACED EVENLY SPACEEDDEVENLY TRUSS MEMBER AND BOTTOM CHORDS u STUD ATTACH 2x TO VERTICALLY VERTICALLY ALONG W/ WEBBING u 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) 2x6 0 PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 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 EACH VERTICAL POCKET SGD EACH VERTICAL c UNDER GIRDER TRUSS SEE PLAN FOR ' ' ----- - ��I -- - ---- - - - ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY ATTACHMENT BY U.N.O. CONNECTION BUILDER BUILDER BUILDER BUILDER C F1 SECTION @DOUBLE BEARING IfiFlkSTEP @BEARING FRAME WALL S01 Va HEADER @POCKET SLIDER w/TRANSOM SO2 HEADER @POCKET SLIDER w/TRANSOM HEADER @POCKET SLIDER SO HEADER @POCKET SLIDER c 3/4"=1'-0" 1/2"=1'-0" 1/2"=1'-0" 1/2"=1'-0" 1/2"=1'-0" 1/2"=1'-0" L h J CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN (D %--- 2x6 SYP #2 LEDGER.. TO LU BEAM INTO LONG SPAN AS INDICATED ON BEAM STUDS w/ (2) 1/4" X 41/2" SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN (� ~ Z Q w m 0ovi� SIMPS SDS SCREWS @ STRAP IS NOT REQUIRED. U O0 w z_ CO 16" O.C. MAX. c f) 00 TO GABLE EMD STUDS w/ EXT. BEAM PER PLANPT POST PER PLAN EXTERIOR WALL/TRUSS 0 F- o (2) 1/4" X 3'/," SIMPS. SDS SCREWS @ 16" O.C. �< ZO - MAX.; w N J LAP BEAM PLYS AND w V N ¢ LL W J TO MASONRY w/ 2x6 PT NAIL AS SHOWN (5) 10d 0 W O SYP #2 LEDGER w/ (2) NAILS PER PLY � v 1 1/4" x 2 3/4" 'APCONS AT LU EXT. BEAM PER PLAN 12 12" O.C. _7SEE PLAN HTS20 CLIP FROM SIMPSON H3 CLIP ) POST TO BEAM _._ _._ SHEATHING PER PLAN 1 PLAN VIEWPOST @ TOP OF 2x4 SYP #2 LEDGER. � (4) 10d NAIL-, FOR J PT POST PER PLAN TO STUDS OR BEAM w/ ..� CONV. FRAMED 11 Q (2) 1/4" X 4'/x" SIMPS. ABU POST BASE PER SDS SCREWS @ 16" MEMBERS ONLY PLAN O.C. MAX.; i0 W _j .o. 5/8" THREADED ROD w/ TO GABLE END STUIDS ' o` NUT SET IN ADHESIVE w/ (2) 1/4" X 3'/2' SIMPS. 4'-0" MAX 0 1 O C-4 0 SDS SCREWS @ 16" \ FASCIA PER 11 O.C. MAX.; \ COMMUNITY SPECS SEE FOUNDATION TO MASONRY w/ 2x4 PT ----- 2x4 SYP #2 OR > W PLAN FOR ADDITIONAL SYP #2 LEDGER w/ '1/4" PRE-ENGINEERED Lu! 3 INFO x 2 3/4" TAPCONS g12" — ROOF TRUSSES @ 24" O.C. ry O.C. MAX. SIDE VIEW @ BASE OF POST SIMPSON H3 CLIP DESIGNED SHINGLE ONLY rCDO V.CORNER COLUMN FRAMING (SDO1 TYPICAL SHED ROOF DETAIL 3/4"=1'-0" 1/2"=1'-0" 1/2"=1'-0" 1/2"=1'-0" 1/2"=1'-0" 1/2"=1'-0" L h J (D i LU ~ � o w (� ~ Z Q w m 0ovi� i >1-- Z U O0 w z_ CO J c f) 00 xWW cn Z<< 0 F- o �< ZO - w N J w V N ¢ LL W J 7 L Z 0 W O � v LU ui J C/) ) 1 J 11 Q N Z O i0 W _j W� cm 0 1 O C-4 0 I— 0JZ W > W >- 113 LL O O — Q i ry STRUCTURAL ENG: CFG DRAFTING: -STRUCT: TNT QC CHECK: MB\CC JOB No. TM - 2153102 SCALE: AS INDICATED DATE: 09/14/2016 SD4 NOTE: ALL FLOOR PRE-ENGINEERED TRUSS STRAP - SEE - PRE-ENGINEERED TRUSSES TO BE P.T. IF ROOF TRUSS- SEE FRAMING PLAN FOR ROOF TRUSS - SEE NO MOISTURE „ FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR BARRIER (FELT PAPER " LOCATION & SPACING LOCATION & SPACING - PRE-ENGINEERED OR SIM) IS PROVIDED STRUCTURAL COL PER STRUCTURAL COL PER ROOF TRUSSES AT 24" TRUSS STRAP - SEE PLAN FOR SIZE AND O.C. FRAMING PLAN FOR „ " PLAN FOR SIZE AND REQ'D # OF STUDS REQ'D # OF STUDS 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 SHINGLE OR TILE PER SEE STANDARD 2-1/4" TITEN SCREWS ATTACHED PER ATTACHED PER @ < x1-1/2" 24" O.C. USE ARCHITECTURAL CONNECTOR NOTES TO LINTEL COURSE. SIMPSON LSTA30 SyF ELEVATIONS. USE SIMPSON " NAILING SCHEDULE NAILING SCHEDULE FT SP6 @ 2X6 STUDS & SIMPSON LSTA30 STRAP (MAX 10° SP8 @ 2x8 STUDS) STRAP (MAX 10° MSTCM60 STRAP W/ ANGLE) W/ (22) 10d ANGLE) W/ (22) 10d PRE-ENGINEERED REFER TO PLAN FOR (20) 16d SINKERS & (14NAILS. BEND STRAP " NAILS. BEND STRAP ,� BUILT-UP COLUMN (2) 2x SPF TOP PLATE ROOF TRUSSES @ 24" � 1/4" X 2-174" TAPCONS .R OVER TOP PLATE MIN. �_�� :. U.N.O. ON PLAN OVER TOP PLATE MIN. O.C. INFO. FOR TRUSSES 20" TO „" 3", THEN RUN DOWN - 3", THEN RUNDOWN 26" DEEP Mk FACE OF JAMB STUDS/ - HEADER - SEE 2ND FACE OF JAMB STUDS/ PRE -ENG. FLOOR (IF TITENS ARE NOT IN "" HEADER FLOOR PLAN FOR MIN. HEADER SYSTEM - IF NO FLOOR" TYPICAL TRUSS TO / SYSTEM INSTALL LINTEL COURSE OR EXTERIOR SHEATHING �! HEADER SIZE & REQ'D FRAME CONNECTION. % INTO FILLED CELL USE � (1) SIMPSON LSTA30 - FROM TOP OF WALL '� �' JAMB STUDS KNEEWALL & PROVIDE SEE STANDARD 1/4" X 1 3/4" TITENS) � STRAP W/ (11) 10d TO EXTERIOR SHEATHING CONNECTOR NOTES SOLID BLOCKING U.N.O. "" FLOOR TRUSS SEE TO BOT. RIBBON, NAIL „„ � -FLOOR TRUSS PER STUDS ABOVE PLATE_ / FROM TOP OF WALL UNDER COLUMN " FRAMING PLAN FOR PER PLAN � PLAN U.N.O. IF HEADER IS UPSET TO BOT. RIBBON, NAIL ABOVE CONNECTION INFO.. BEARING PROVIDE SOLID (2) 2x SILL AT WINDOW AND WINDOW IS PER PLAN SEE 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 MASONRY WALL SEE BEAM; SEE PLAN AT EA. END NAILED TO - PLATE w/ (2) 10d 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. IF STUDS @ 16" O.C. LESS THAN 4FT:(1) 2x NO MOISTURE SO TYPICAL GIRDER COL. CONNECTION SO TYPICAL GIRDER COL. @ HIGH BEAM ATTACH SILL w/ (2) 10d ��_ sILL PLATE w/ (2) 1 DBL. TOP PLATE BARRIER (FELT PAPER SEE ARCHITECTURAL 3/4"=1'-0" 3/4"=1'-0" TOE NAILS AT EA. END �' � TOENAILS. OPENING OR SIM) IS PROVIDED PLAN FOR OVERHANG HDR. PER PLAN OF SILL (MAX OPEN'G / LARGER THAN 4FT: (2) INFO WIDTH 4'-0" ). USE A35 i 2x SILL PLATE w/ A35 (2) 2x SILL AT WINDOW 2x STUDS, SEE — --- REFER TO PLAN FOR 2x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x w/ 2x CRIPPLE STUDS FRAMING PLAN FOR BUILT-UP COLUMN SEE PLAN FOR MORE 2) SIMPSON LSTA18 - --- OPENINGS GREATER �. - CRIPPLES " WINDOW AS SPACING AND GRADE INFO. ( - @ 16O.C. AT EA. END NAILED TO SCHEDULED AND SEE ARCH PLAN � STRAPS CENTERED C�? THAN 4' BUT LESS _��- w/ (2) 10d TOENAILS STUD PACK w/ 10d -- - - BEARING WALL PER A A FLOOR W/ (14) 10d THAN 6' T&B (PLYWOOD NAILS @ 8" O.C. THEN TO VERIFY SIZE PLAN BEYOND NAILS SIMPS. MSTAM36 w/ SHEATHING REQ'D EXTERIOR FINISH PER SEE FLOOR FRAMING STUDS @ 16" O.C. PLAN INT. FINISH PER PLAN COLUMNS PLAN FOR FLOOR (7) 10d NAILS & (4) 1/4" T&B) ATTACH SILL w/ (2) 110d _ MID -HEIGHT BLOCKING SYSTEM INFO. x 2 1/4" TITENS; IF Y TOE NAILS ATEA. END SEPARATE SHEATHING 2x BOTTOM PLATE w/ PER BEARING WALL FLOOR TRUSSES ARE UNDER WINDOW OF SILL (MAX OPEN'G MID -SPAN BLOCKING SCHEDULE ATTACH 2x STUDS W/ - - - (3) 2x STUDS 20"- 26" DEEP, USE " _ WIDTH 4'-0"). USE A35 U.N.O. (2) 12d AT 12" O.C. � " -- 1/2" DIA. THREADED (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O C SIMPS. MSTCM60 CLIP AT EA. END FOR 3/4" FLOOR SHEATHING ROD WITHIN 6" FROM STRAPS CENTERED @ -- STRAP w/(20) 16d " OPENINGS GREATER INSULATION PER PLAN ATTACHED PER I COL; SEE BRG WALL/ FLOOR w/ (14) 10d } SINKERS & (14) 1/4" X 2 "; THAN 4' BUT LESS SEE DETAILS WS10, NAILING SCHEDULE 2 -STORY WALL NAILS !ALIFORNIA CORNER A -A 1/4" TITENS INSTEAD. - THAN 6' WS11 OR WS13 FOR (2) SIMPSON LS AlA18 --- SECTION FOR MORE STRAPS CENTERED <) (IF TITENS ARE NOT IN FLOOR TRUSSES SEE " (2) SIMPSON META16 LINTEL COURSE OR INFO. FLOOR W/ (14) 10d ADDITIONAL \ SIMPSON LSTA30 w/ PLAN FOR DEPTH AND FLOOR TRUSS TO INTO FILLED CELL USE - 2x TOP &BOT. INFORMATION THIS ;' . ' NAILS (11) 10d TO STUDS REFER TO MASONRY WALL SHEET DIRECTION - _ -- 1/4" X 1 3/4" TITENS) RIBBONS, CONT. NOTE: ALL FLOOR FOUNDATION PLAN ABOVE PLATE U.N.O. ` FOR FTG EXT. SHEATHING ATTACH PER NAILING -- --� TRUSSES TO BE P.T. IF \ \ TRUSSES TO BE P.T. IF INFORMATION NO MOISTURE �_, FLUSH W/ FACE OF SCHEDULE NO MOISTURE MASONRY ATTACHED / BARRIER (FELT PAPER BARRIER (FELT PAPER ATTACH 2x STUI>S W/ ____ OR SIM IS PROVIDED'°�I I' (� PER NAILING 2 16d NAILS C : " O OR SIM) IS PROVIDED BEARING SCHEDULE; PROVIDE O � ` (4) 2x STUDS SEE FRAMING PLAN IF FLOOR SYS. NOT PRESENT PER FLOOR 1/8" GAP BETWEEN FOR FLOOR SEE PLAN ' ` STANDARD CORNER A -A FRAMING PLAN, 2nd FLR STUDS TO BEAR ON SHEATHING AND - C - CMU WALL BELOW PER DETAIL INCDICATED CONNECTION MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE ON FLOOR FRAMINGINDICATED BASE STRAP PROVIDE BLOCKING . . LINTEL AS PER PLAN SIMPSON MSTC40 W/ (36) 16d SINKERSIF i-LOOF BELOW JAMBS MASONRY WALL PER REQ'D ON EITHER SIDE OF WALL. IF WF02/ FLOOR SYSTEM DRAFT PLAN SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d STOPPING AT 1000 SQ SINKERS AND (14) %4"X2 %4" TITENS TO MASONRY SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE FT MAX: DRAFT ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO LINTEL AS PER PLAN STOPPING MATERIALS MIN THICKNESS SHALLfiSO TYPICAL TWO STORY COL. @ GIRDER SO 2nd FLOOR CORNER FRAMING ATTACHMENT SO HEADER CONNECTION @ 2nd FLOOR fiso HEADER COIF WD. HD. HT ' BE 1/2" GYP BOARD OR 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" SEE PLAN 15/32" OR 7/16" OSB. ATTACH / 8 FLOOR SHEATHING PER SHEATHING PER 3/4" FLOOR SHF_ATHING -- SHEATHING PER TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING ' / 3/4" FLOOR SHEATHING / - DETAIL WF10/SD4 DETAIL WF10/SD4 ATTACHED PEH DETAIL WF10/SD4 16" O.C. TOP AND ATTACHED PER i ATTACHED PER PRECAST CONC. OR BOTTOM CHORDS NAILING SCHEDULE NAILING SCHEDULE NAILING SCHEDULE SHEATHING PER PLAN ---- 2x STUDS , SEE 2x STUDS , SEE UNDER WINDO'v%/S ANT- -- ATTACH PER NAILING POWERS STEEL SILL T'YP. @ALL WINDOWS 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK 2x STUDS ;SEE SCHEDULE, @ 48" O.C. W/ (2) 12d �: SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN FRAMING PLAN FOR CONTINUOUS FROM SPACING AND GRADE TOP OF TOP PLATE TO TOENAILS EACH END AND SEE ARCH PIAN SYS. 42 FLOOR AND SEE ARCH PLAN RIBBONS w/ SIMPSON' TOP SEE ARCH PLAN GIRDER TRUSS PER BOTTOM PLATE. TO VERIFY SIZE TO VERIFY SIZE A35 EA. END TRUSSES @ 24" O.C. TO VERIFY SIZE PLAN 2x4 #2 SYP ANGLE 2x BLOCKING FOR - - 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ BEARING WALL PER EXT FINISH PER PLAN AGAINST TRUSS 2x BOTTOM PLATE W/ (2) 12d @ 12" U C (2) 12d @ 12' O.C. SHEATHING/ DFFYWA _L PLAN VERTICAL @ 48" O.C. ATTACHMENT vv (2) I2d (2) 12d @ 12" O.C. W/(3)12d NAILS EACH - TOENAILS EA END DOUBLE BOTTOM VERT REINF. BEYOND END - PRE -ENG FLOOR 2x SYP #2 RIBBON (MIN �_ - 2x SYP #2 RIBBON (MIN PLATE TRUSS OR F=IELD 2x4) TO TRUSS w/ (4) 2x4) TO TRUSS w/ (4) (2) H5 EA. FLOOR z 1,FRAME 2x4 KNEE 16d NAILS; BOTTOM 16d NAILS; BOTTOM MASONRY WALL PER ,a•' IY WALL., STUDS @ 16" RIBBON TO BE PT IF _� RIBBON TO BE PT IF TRUSS TO DOUBLE PLAN SYS. 42 FLOOR O.0 W/ (2) 16d NAILS @ BRG DIRECTLY ON BRG DIRECTLY ON BOTTOM PLATE, SLIT r• . CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE CMU D CMU FLOOR DECKING TO SEE FOUNDATION (MAX) CONNECTOR SEE TRUSS LAYOUT • ACCOMMODATE PLAN FOR MORE INFO \ �-- (2) ROWS 8d NAILS @ FOR HANGER FIN. FLR. 1/2" GYP. CLG BD OR SCHEDULE FOR 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL STRAP -' (2) 5/8" TYPE "X" WHIEN CONNECTION � '�, � � (2) 5/8" TYPE "X" WHEN 3" O.C. WALL SHEATHING TO EA. IN GARAGE I - (1) ROWS 8d NAILS @ IN GARAGE I SHEATHING TO SEE PLAN FOR RIBBON 00 i 3" O.C. WALL BOTTOM RIBBON SIMPSON META16 A i - CANTILEVER 2x RIBBON OR GRADE MASONRY WALL PER __� MASONRY WALL PER BLOCKING w/ (4) 16d SHEATHING Tp �. MASONRY OR MTS1y? PLAN I ,� ��, PLAN - OR (3) 16d TOENAILS FOUNDATIONSEE FLOOR NOTE: ALL FLOOR BOTTOM PLATE 1/8" GAP BETWEEN AT WOOD NOTE: ALL FLOOR F " DETAILS FOR TG INFO TRUSSES TO BTRUSSES TO BE P.T. IF SHEATHING &CMU MASONRY OR FRAME E P.T. IF - 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF : NO MOISTURE SHEATHING & CMU NO MOISTURE WALL PER PLAN NO MOISTURE BARRIER (FELT PAPER `- - 2x4 PT SILL PL.7. IF BARRIER (FELT PAPER SEE CONNECTION BARRIER (FELT PAPER OR SIM) IS PROVIDED KNEEWALL OR SIM) IS PROVIDED SCHEDULE OR SIM) IS PROVIDED TRUSS PER PLAN ps�oTYPICAL TWO STORY SECTION S1 TWO STORY PARALLEL I^LOOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTIONfiSl FLOOR TRUSS TO GIRDER CONNECTION 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 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 FO1 TYPICAL BALCONY FRAMING 3/4"=1'-0.. 3/4"=1'-0" NOTE: ALL FLOOR TRUSSES TO BE P.T. IF 3/4"=1'-0" NOT USED 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" lij J Q Q Z 0 w 0 W Lu v SOLID SHEATHING @ o HEADER N F SIMPSON SP4 w/ (6) 10d ZO << SyFFT SP6/@ 2@x6 STUDS (& SE Q O _ SP8 @ 2x8 STUDS) Lu Lo (2) 2x SPF TOP PLATE LU O U U.N.O. ON PLAN HEADER - SEE 2ND W FLOOR PLAN FOR MIN. Z HEADER SIZE & REQ'D p JAMB STUDS m O IF HEADER IS UPSET � AND WINDOW IS w Lu TOWER: (1) 2x SILL PLATE w/ (2) 10d TOENAILS. EXT. O HEADER OPENINGS z LESS THAN 4FT:(1) 2x p e0%1111111110,�®' SILL PLATE w/ (2) 10d m `®��`� a TOENAILS. OPENING > • ••••••••• `>>.� ose LARGER THAN 4FT: (2) p�. e •� 00 ••02�� rY o 2x SILL PLATE w/ A35 ® c� u 6 • ' %� •'� _j Z CLIPS EACH SIDE w/ 2 ' ; CC) ® C]. UJ " q C j CRIPPLES @ 16" O.C. ; o w cc; Q w/ (2) 10d TOENAILS , O' ' uj T&B (PLYWOOD 7d, •. .*0 Z SHEATHING REQ'D Q •••..• 5*e�� ( 00 LLJ LL p0 0 w Ol Z C l�jr y,C N ri w O SEE FRAMING PLAN O 0 FOR FLOOR _ Q o CONNECTION U zLL III"�I O Z FLOOR GRIDER OR - BEAM > O 0 0 d Q m i � ' A vJ NO MOISTURE -- HANDRAIL BY OTHERS C J BARRIER (FELT PAPER �- (/) OR SIM) IS PROVIDED o I6 06h- z _ - 11 _ Q z ij ffl 6 O rn Q Z U~a .0 - 0 � ww_ � _._. SEE ARCH DWGS FOR z O U w TOPPING INF=O Q 00 cn W :- w u i _ � I Z Z QU)zZ 0 a _ CL C) ¢ N W uj 3/4" PLYWOOD FLOOR � U N Q . J'A 0 SLOPE DECKING ATTACHED p F— PER NAILING > F_ 04 SCHEDULE C W _..._.-__._ SLOPED BALCONY Z I— Lu FLOOR l-RUSS (12" r� u U) 2 Lu TALL) (60/1515 MIN. a : � H LOADING) W/ LUS26 OR f = LUS46 TO LEDGER 7 CONTRACTOR TO SEE WS11/SID5 FOR I PROVIDE ADEQUATE DRAFTING: - SIM. END CONDITION a „ WATERPROOFING. NO ^' JOB No. TM - 2153102 CONCRETE SLAB AS INDICATED LINTEL PER PLAN PERMITTED DATE: 09/14/2016 3/4"=1'-0" NOT USED 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" lij J Q Q Z 0 w 0 W Lu v SOLID SHEATHING @ o HEADER N F SIMPSON SP4 w/ (6) 10d ZO << SyFFT SP6/@ 2@x6 STUDS (& SE Q O _ SP8 @ 2x8 STUDS) Lu Lo (2) 2x SPF TOP PLATE LU O U U.N.O. ON PLAN HEADER - SEE 2ND W FLOOR PLAN FOR MIN. Z HEADER SIZE & REQ'D p JAMB STUDS m O IF HEADER IS UPSET � AND WINDOW IS w Lu TOWER: (1) 2x SILL PLATE w/ (2) 10d TOENAILS. EXT. O HEADER OPENINGS z LESS THAN 4FT:(1) 2x p e0%1111111110,�®' SILL PLATE w/ (2) 10d m `®��`� a TOENAILS. OPENING > • ••••••••• `>>.� ose LARGER THAN 4FT: (2) p�. e •� 00 ••02�� rY o 2x SILL PLATE w/ A35 ® c� u 6 • ' %� •'� _j Z CLIPS EACH SIDE w/ 2 ' ; CC) ® C]. UJ " q C j CRIPPLES @ 16" O.C. ; o w cc; Q w/ (2) 10d TOENAILS , O' ' uj T&B (PLYWOOD 7d, •. .*0 Z SHEATHING REQ'D Q •••..• 5*e�� ( 00 LLJ LL p0 0 w Ol Z C l�jr y,C N ri w O SEE FRAMING PLAN O 0 FOR FLOOR _ Q o CONNECTION U zLL III"�I O Z FLOOR GRIDER OR - BEAM > O 0 0 d Q m i � ' A vJ z C J CD �- (/) J rn o I6 06h- W OWM� E z � _ W 11 _ Q z ij ffl 6 O rn Z U~a .0 - 0 � ww_ ...I z O U ` r (/) Q 00 cn W :- w u i _ Z Z QU)zZ 0 a _ O C) ¢ N W W Y � U N Q . J'A 0 N (� z O p F— > F_ 04 C W Z I— Lu r� u U) 2 Lu Q � � H o � 11 C 2 0WO� �—� W Y 0 N (� 1 Z I— Lu � U —j i- D o 2 Lu Q � � H 7 STRUCTURAL ENG: CFG DRAFTING: '--STRUCT: TNT QC CHECK: MB\CC JOB No. TM - 2153102 C SCALE: AS INDICATED DATE: 09/14/2016 SD5 ` 2x BRG WALL W/2x ,/' _---..- -_- _ ^ , 3|K8PSDNSP2@TOP &MEXT FINISH 2x8K�|NSPF #2��16' SP1 @ BASE. LSTA18 (2) 2x BASE PLATE w/ � SP10�BASE L3TA18 ^^ � O.C.'SEEFRAK�|N{� O.C.MAXUmU) ARCHG OR MTS12 MAY BE �)12dNA|U5��12^ OR MTS12 MAY BE PLAN FOR MORE |NFU USED @ BASE O.C. USE SIMPSON USED @ BASE.(WHEN MSTAM24 EA. SIDE OF EXTERIOR SHEATHING MTS12 OR LSTA18 TO WALL 2x4 BLOCKING '-- -- - -- BETVVEENSTUDSNV ATTACH PER m*/uwu BLOCKING BELOW. TRUSS STRAP O8 u��uvvvw��loo SHEATHING PER 2x BLOCKING W/ (2) 12d . . " (2)12dTOENA(LS SCHEDULE NOT xEi�'U|F STUD IS v/LSTA18��lS^OCTOENAILS EACH END� NAILS AND (u)l/4'x2 OETA|LVVF10D4 EACH END CONNECTED wvs|S1Z � TO 4'|*PuumuPER ~'` ^~''`'~ ~' 2x BASE PLATE W/ (2)3/4^ FLOOR SHEATHING 2x BLOCKING Wit STRAP;CENTER STRAP BETWEEN 12d NAILS @ 12" O.C. ATTACHED PER MASONRY WALL AND `' SHEATHINGNAILING SCHEDULE 3/4" FLOOR TOENAILS EACENID FRAME WALL FLOOR TRUSS PER ' 2x8 #2Svpp| SILL ATTACH SHEATHING 2x8#2SYPPJ SILL NAILING SCHEDULE r-/^^-^2~'' | r BLOCKING w/S|KPS ON PLATE w«1xu'EPDXY TDBOTTOM PLATE PLATE W1/2'EPO X Y HUC24'2EACH END, ANCHOR BOLT OR V(1)ROW 8dNAILS ANCHORBOLT OR BLOCKING v/G|KP8ON HUC24'2EACH ENO' USE(4)10d&(2)1d J'BOLT�VMIN. 7^ @3'O�C� J'BOLTWyK|N 7' NAILS.UNDER EMBED. @33'O.C.&3" rm EMBEDMENT �32' USE (4)10d&(2)10d , NAILS. UNDER Ik SEE PLANy|ND"yJA�BQO�Ly FROKEA.END SHEATHING TO O.0. &3^FROM EACH VV|NDOVVJAK�B8USE OVERLAP BOTTOM END � PLATE 1 1/4" (MIN.) ��� U ��x8w�HUC28'2� / ��./ U LDyyROOF TRUSS SEE ___---~' ` OEEARCHSFDR-� LOVVROOF TRUSS SEE ---/ FLOOR TRUSS PER TRUSS PLAN FOR rvnn/n��nmu ... ..~.._.`,..`�~~ TRUSS PLAN FOR PLAN CONNECTIONS (IF INTERIOR FINISH --- TRUSS BRG CDNT#5|NT|EBEAK� CONNECTIONS ' \ � \ � ON MASONRY L__ MASONRY (SHOWN) MASONRY MASONRY WALL PER ORWOOD WALL PER META16@24"O.C.OR ORWOOD WALL PER pLAN```--EXT.F|N|SHPER PLAN ONWOOD USE HGA PLAN _~k--^-~~- ARCHS CLIPS @24''O.Cj ' SECTION@ COMBO TRUSS WALL SPLICE DETAILS SECTION @ OPEN TO ABOVE SECTION @ RAISED HEEL TRUSS fis', fiFO fi7F1)), (2)2xSYP#2COLUK ONEITHER SIDE DF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGE FLANGE. ATTACH LEDGER TOEA. COLUMN wy(4)1/4"� 3-1/2''(8TOTAL) S|K8PSONQDS U SCREWS LEDGER �T (�|��F���� ,_^_^,~~~_' � , , ' GIRDER ~ ��F� U ��T '"='==�= u/ncno I-A/til uill/m FROM TOP OFyVALi ' TOBOTTOM nFS|L| PLATE ATTACH PER PLAN NAILING SCHEDULE EXTERIOR SHEATHING FROM TOP OF WALL TO BOTTOM OF SILL PLATE ATTACH PER NAILING SCHEDULE ROOF SHEATHING SIMPSON H2.5 EA. ATTACH PER NAILING TRUSS SCHEDULE TRUSS PER PLAN LEDGER W/ (2) Y4"x3-112" SIMPSON LUS26. USE RECESS LEDGER INTO SIDS WOOD SCREWS @ LUS26-2 FOR 2PLY TRUSS. VERIFY W1 16" O.C. MAX & 3" TRUSS TRUSS SHOP FROM EA END - USE (3) r DRAWINGS SCREWS FOR 24'' O.C. 2x8 SYP #2 LEDGER W/ MIN. (4) 16d NAILS TO OPT. TRUSS RECESS LEDGER G.T. USE (4) 16d NAILS) 16�04 LEDGER @ LOW ROOF �-'� �LU ROOF SHEATHING SIMPSONH2S EA.' | ATTACH PER NAILING (2) 2x HEADER TRUSS SCHEDULE Z�� DONOT INSTALL ANCHDRSWITHIN | 1-1�r0FMASONRY HEAD J0|NTS � N N ELEVATION VIEW TRUSS PER PLAN |n z-2^"#^"', ^O'`' | / LEDGER WV(2)Y4"x3-1/2"/ SDS WOOD SCREWS @ | 1ErOC. MAX & 3" | � FROM EA. END USE L 'RECESS (3)SCREVVSFOR 24^ | � S|K8PSONLUS28� USE LEDGER INTO _-_~ D.C. LUS28-2FOR 2PLY TRUSS. VERIFY N8 | TRUSS ��U8S3HOP TRUSS | | . RPLAN DRAWINGS 2x8 S ` P#2LEDGER�� ---/ . MIN. (4) 18d NAILS TO 2x STUDS SEE PLAN EACH STUD (AT EACH OPT. TRUSS RECESS LEDGER SIDE OFG.T. USE (4) 16d NAILS) U�6�03 LEDGER @ OPEN TO BELOW STUDS ABOVE ARE EXTERIOR SHEATHING FROM TOP OF WALL TO BOTTOM OF SILL PLATE ATTACH PER NAILING SCHEDULE ROOF SHEATHING SIMPSON H2.5 EA. ATTACH PER NAILING TRUSS SCHEDULE TRUSS PER PLAN LEDGER W/ (2) Y4"x3-112" SIMPSON LUS26. USE RECESS LEDGER INTO SIDS WOOD SCREWS @ LUS26-2 FOR 2PLY TRUSS. VERIFY W1 16" O.C. MAX & 3" TRUSS TRUSS SHOP FROM EA END - USE (3) r DRAWINGS SCREWS FOR 24'' O.C. 2x8 SYP #2 LEDGER W/ MIN. (4) 16d NAILS TO OPT. TRUSS RECESS LEDGER G.T. USE (4) 16d NAILS) 16�04 LEDGER @ LOW ROOF � SINGLE�'� 'EDG��R��O. ' S|MPS0NA34EA. TRUSS TO LEDGER W/ (2)2x12SYP#2PT. LEDGER. ATTACH TUC| ^ WALL W11/2"THREADB ROD @10''O.C. STAGGERED. 5,K8|N|ML EMBEDMENT INTO CMU WITH S|K8PSONSET EPDXY OREUU|VALEN' SECURE LEDGER WITH i/2''NUT & FLAT WASHER 14�"=1-0' 2x8#2SPFK8|NSTUD8 ��18"O.[�PERPLAN 2x4CONT.N8(2)12d NAILS TO EACH STUD 2x8#2SYPS|LLPLATE N�}2'EPDXYANCHOR DRJ-8OLT��32"O.C. ��K8|N.7"EK�BEDK�ENT &G"FROK�EACHENO �)2x �)2v| K8ASDNRYVVALLPER PLAN| PLAN U &CON _ --�4 CONT.V�C�12d NA|LSTOEACH8TUD -- 2nd3TORYVVALLPER PLAN ` m ``��_ 1­1FORLOCATV3N 2xBLOCK|NGv�(2) 12d TOENA|LS[ACU3|DE \ |FVVALLSHEA[H|NG|� \ STOPPEDBELOVV ROOFL|NE 2xBASEPLATEm�12d ��24^O.0 TO FLUC)R \ \ SYSTSYSTEMBELOWPLPLYWOOD FU]OR|N� -� SEE FLOOR FRAFRAMINGFRAMING\ PLAN FOR MORE |INF,,-)` SEE PLAN FOR rLoun/nuoo.occ FLOORG|RDERSEE ��--' FRAM|NBpLANFOR pLANFOR O|RECT|ONAND COCONNECTIONEl CONNECT|DNDETA|L --'MASONRYVVALLPER PLAN EXT. SHEATHING 2x4NAILER W/ (2) SHEATHING CONT. TO 2x4BLDCKS.�D1Sd ATTACH PER NAILING 1OdNAILS ��1G^O.C. 2nd STORY VVALL NAILS @ EACH END. SCHEDULE ~~''~~' PLATE BLOCK ADJACENT -^ ' 8AY8@EACH O SCHEDULE DIAGONAL A8SHOWN. 02x4STUDS @18'DC. ATTACH ,="`°'"~' U0 | U U U U U U U U U 1/2" GYP. BOARD G|MPSDNH1OA@ SEE LDO2/SD4FOR EACH DIAGONAL MORE INFO. BRACE ALL THREAD ROD @48^O.C.;SEE FOUNDATION DET FOR CONNECTION BASE U 2x4 BOTTOM PLAT FASTEN ROOF ui- - - SHEATHING TO ' BLOCKS NKDdNAILS @ 0^O.C. 0 Flit (5)1GdNAILS BRACE TO BLOCKING cl 0 �r ------- PROVIDE 2x4BRACE TOEACHADJACENT LU ofDIAGONAL, FASTEN 0 . � TO DIAGONAL W/(2) [} \ 16d NAILS c/KUj| |FSHEATHING |SNOT CONNECT TDDOUBLE TOP PLATE W/1Sd TRUSSES PER PLAN CONTINUOUS TOBASE �z \ PLATE SP8TO9AND NAILS ��G^O�C� O.S.B.TOOVERLA. � co i . � < BOTTOM ARE REO'D BOTTOM PLATE 11�4" -.---- WALL BRACING ��4D" (yN|N) D.C.MAX. 45^FROM � C.&1.U.VVALLPERPLAN (2)2«4TOP PLATE----~' ``---2»LEDGERTDUppER HORIZONTAL (+/- 1�� �j � T FLOOR VVALLVN ^- BRACENOTREQU|REO LU ' 2xBEARING WALL ---~- 1/4^X3-1/2^8|MPGON6' FROPNEAVEG VV|THROOF LOAD 8DGGCREVV8�18''D.0. � �- u- � C) i U U zU PRE ENGINEERED TRUSSES@ 24"O.0 MAX. PER PLAN SEE ARCHSFOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x#2SPF STUDS @16^ O.C.w/EXT. SHEATHING FROM TOP OFWALL TO BOTTOM OFTRUSS/ GIRDER SEE PLAN FOR WINDOW ATTACHMENT INFO. IF WALL SHEATHING ISN'T CONT. LSTA1OSTRAPS ARE REQ'DFROM STUDS TO GIRDER BELOW SEE LOO2/SO4FOR MORE INFO |F TRUSSES ARE PARALLEL TOWALL ROOF SHEATHING ATTACHED PER NAILING SCHEDULE `~ SEETRU8SLAYDUT FORTRUSGLOCAT|ON &CONNECT|ON|NFO fiFf� TYPICAL CONNECTION @ GIRDER OR BEAM � ' U �ALLTHREADROD�� � �O.C.&8^FROMENDS ]FVVALL.ANCHORTO 'K8UVNTHS|&4PSONSET EPDXYOR EQU|V. M|N 7^ CROSSSECTON 2x8VVALLpERPLAN 3HEATH|NGPER VVF1U/SD4 2x8PT.BOTTOK�PLT DOUBUEKNOCKf]UT COURSEV�(1) `' CONTNUOUS#5BAR IN EACH. 0) co C6,)' d � z� -��. w �)2xSPF TOP �� ~~�0�� q» 1.1� � w � W6 W6 PLATES U.N.0, �-'� �LU 1-7 uj uj' (2) 2x HEADER u 00 MAX MAX MAX Z Lu ~ . ' Z�� DONOT INSTALL ANCHDRSWITHIN | 1-1�r0FMASONRY HEAD J0|NTS � N N ELEVATION VIEW � SINGLE�'� 'EDG��R��O. ' S|MPS0NA34EA. TRUSS TO LEDGER W/ (2)2x12SYP#2PT. LEDGER. ATTACH TUC| ^ WALL W11/2"THREADB ROD @10''O.C. STAGGERED. 5,K8|N|ML EMBEDMENT INTO CMU WITH S|K8PSONSET EPDXY OREUU|VALEN' SECURE LEDGER WITH i/2''NUT & FLAT WASHER 14�"=1-0' 2x8#2SPFK8|NSTUD8 ��18"O.[�PERPLAN 2x4CONT.N8(2)12d NAILS TO EACH STUD 2x8#2SYPS|LLPLATE N�}2'EPDXYANCHOR DRJ-8OLT��32"O.C. ��K8|N.7"EK�BEDK�ENT &G"FROK�EACHENO �)2x �)2v| K8ASDNRYVVALLPER PLAN| PLAN U &CON _ --�4 CONT.V�C�12d NA|LSTOEACH8TUD -- 2nd3TORYVVALLPER PLAN ` m ``��_ 1­1FORLOCATV3N 2xBLOCK|NGv�(2) 12d TOENA|LS[ACU3|DE \ |FVVALLSHEA[H|NG|� \ STOPPEDBELOVV ROOFL|NE 2xBASEPLATEm�12d ��24^O.0 TO FLUC)R \ \ SYSTSYSTEMBELOWPLPLYWOOD FU]OR|N� -� SEE FLOOR FRAFRAMINGFRAMING\ PLAN FOR MORE |INF,,-)` SEE PLAN FOR rLoun/nuoo.occ FLOORG|RDERSEE ��--' FRAM|NBpLANFOR pLANFOR O|RECT|ONAND COCONNECTIONEl CONNECT|DNDETA|L --'MASONRYVVALLPER PLAN EXT. SHEATHING 2x4NAILER W/ (2) SHEATHING CONT. TO 2x4BLDCKS.�D1Sd ATTACH PER NAILING 1OdNAILS ��1G^O.C. 2nd STORY VVALL NAILS @ EACH END. SCHEDULE ~~''~~' PLATE BLOCK ADJACENT -^ ' 8AY8@EACH O SCHEDULE DIAGONAL A8SHOWN. 02x4STUDS @18'DC. ATTACH ,="`°'"~' U0 | U U U U U U U U U 1/2" GYP. BOARD G|MPSDNH1OA@ SEE LDO2/SD4FOR EACH DIAGONAL MORE INFO. BRACE ALL THREAD ROD @48^O.C.;SEE FOUNDATION DET FOR CONNECTION BASE U 2x4 BOTTOM PLAT FASTEN ROOF ui- - - SHEATHING TO ' BLOCKS NKDdNAILS @ 0^O.C. 0 Flit (5)1GdNAILS BRACE TO BLOCKING cl 0 �r ------- PROVIDE 2x4BRACE TOEACHADJACENT LU ofDIAGONAL, FASTEN 0 . � TO DIAGONAL W/(2) [} \ 16d NAILS c/KUj| |FSHEATHING |SNOT CONNECT TDDOUBLE TOP PLATE W/1Sd TRUSSES PER PLAN CONTINUOUS TOBASE �z \ PLATE SP8TO9AND NAILS ��G^O�C� O.S.B.TOOVERLA. � co i . � < BOTTOM ARE REO'D BOTTOM PLATE 11�4" -.---- WALL BRACING ��4D" (yN|N) D.C.MAX. 45^FROM � C.&1.U.VVALLPERPLAN (2)2«4TOP PLATE----~' ``---2»LEDGERTDUppER HORIZONTAL (+/- 1�� �j � T FLOOR VVALLVN ^- BRACENOTREQU|REO LU ' 2xBEARING WALL ---~- 1/4^X3-1/2^8|MPGON6' FROPNEAVEG VV|THROOF LOAD 8DGGCREVV8�18''D.0. � �- u- � C) i U U zU PRE ENGINEERED TRUSSES@ 24"O.0 MAX. PER PLAN SEE ARCHSFOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x#2SPF STUDS @16^ O.C.w/EXT. SHEATHING FROM TOP OFWALL TO BOTTOM OFTRUSS/ GIRDER SEE PLAN FOR WINDOW ATTACHMENT INFO. IF WALL SHEATHING ISN'T CONT. LSTA1OSTRAPS ARE REQ'DFROM STUDS TO GIRDER BELOW SEE LOO2/SO4FOR MORE INFO |F TRUSSES ARE PARALLEL TOWALL ROOF SHEATHING ATTACHED PER NAILING SCHEDULE `~ SEETRU8SLAYDUT FORTRUSGLOCAT|ON &CONNECT|ON|NFO fiFf� TYPICAL CONNECTION @ GIRDER OR BEAM � ' U �ALLTHREADROD�� � �O.C.&8^FROMENDS ]FVVALL.ANCHORTO 'K8UVNTHS|&4PSONSET EPDXYOR EQU|V. M|N 7^ CROSSSECTON 2x8VVALLpERPLAN 3HEATH|NGPER VVF1U/SD4 2x8PT.BOTTOK�PLT DOUBUEKNOCKf]UT COURSEV�(1) `' CONTNUOUS#5BAR IN EACH. 0) co C6,)' d � z� -��. w �)2xSPF TOP �� ~~�0�� q» 1.1� � w � W6 W6 PLATES U.N.0, �-'� �LU (2) 2x HEADER SEE FLOOR PLAN FOR MORE INFO SEETRU8SLAYDUT FORTRUSGLOCAT|ON &CONNECT|ON|NFO fiFf� TYPICAL CONNECTION @ GIRDER OR BEAM � ' U �ALLTHREADROD�� � �O.C.&8^FROMENDS ]FVVALL.ANCHORTO 'K8UVNTHS|&4PSONSET EPDXYOR EQU|V. M|N 7^ CROSSSECTON 2x8VVALLpERPLAN 3HEATH|NGPER VVF1U/SD4 2x8PT.BOTTOK�PLT DOUBUEKNOCKf]UT COURSEV�(1) `' CONTNUOUS#5BAR IN EACH. 0) co C6,)' d � z� -��. w �)2xSPF TOP �� ~~�0�� q» 1.1� � w � W6 W6 PLATES U.N.0, �-'� �LU (2) 2x HEADER SEE FLOOR PLAN FOR MORE INFO 2x STUDS SEE PLAN STUDS ABOVE ARE TO ALIGN W/ STUDS BELOW 2x SPF BASE PLATE FLOOR SYSTEM KNEEWALL OR BEAM PLATES U.N.O. (2) 2x HEADER SEE FLOOR PLAN FOR MORE INFO 2x STUDS SEE PLAN STUDS ABOVE ARE TO ALIGN W/ STUDS BELOW ol 2x P.T. BASE PLATE SEE BEARING SCHED. FOR A.B. INFO 4=0 uj ! ! C31 of _j ca LL i i | 0 ! z / | � � C6 6 Of � � \ 0 LL 0co � Ld~- � ' 4o � ��"� z 0� W p � LL ~ 0w - 0 w C� � 06 � l-_ * � n m�� U U � - �� . u�_ �CD ��� Zo� 0 �� �� i K�~� �J Lu «« � ' zc ' - �- ~ Z 0 <� - C5 � 0 LL�m � 0 (6M CL ~~U ��� U C14� U ' �uU... ��- U�*� �� '-�Ww< U � Z�)tt l­uumu rL\Nt-uK t-/1JKtu �-'� �LU (2) 2x BEAM PER 2xJOIST (P.T. IF SCHEDULE REQ'D @ 4'-0" MAX ol ATTACHING TO END OF LANDING FOR WIDTH OF LAND NG MASONRY WALL) CONT STRINGERS TO MID SPAN BLOCKING LEDGER w/ (3) 16d CONNECT TO. BEAM TO MATCH JOIST NAILS @ 16" O.C. MAX. LL TO BEAR DIRECTLY ON DEPTH W/ (3) 10d TO EACH STUD. ((2) 1/4" z BUILT UP COLUMNS TOENAILS EACH END x 3 1/2" TITENS @ 16" BELOW O.C. NRA -A PLAN VIEW--@ 90 DEGREE TURN LANDING OYWALL) "MIN. SEE SCHEDULE FOR MAX WIDTH OF LANDING MIN. (3) 2x SYP #2 'fl STUDS REQ'D @ END 3/4 PLYWOOD OR OSB OF LANDING W/ MIN. (6) 16d NAILS FROM SEE PLAN FOR DEPTH SHEATHING OVER LEDGER TO STUD OF LANDING LANDING ATTACHED STAIR WINDER DETAIL PACK PER GENERAL FLOOR CONSTRUCTION NOTES MID SPAN BLOCKING TO MATCH JOIST PLYWOOD SHEATHING DEPTH W/ (3) 10d 2xJOIST LEDGER (P.T. OVER LANDING STANDARD (3) 2X12 TOENAILS EACH END IF ATTACHING TO ATTACHED PER SYP #2 STRINGERS W/ MASONRY WALL) GENERAL FLOOR SIMPSON A34 / A35 CONSTRUCTION CLIP TO FLOOR NOTES 0 16" O.C. SYSTEM & LANDING o z MAX FRAMING LL¢ BEAM @ END OF UJ LANDING PER SCHEDULE w SEE PLAN FOR MASONRY WALL OR WOOD WALL SIMPSON A35 ___-- BF IB CONNECTIONS !MASONRY WALL. OR ' FRAME WALL BEYOND (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 P -B CROSS SECTION OF BEAM TO LEDGER STRINGERS TO @ 16"O.C. W/ SIMPSON LEDGER w/ (3) 16d� CONNECT TO. BEAM A35 OR LUS26 HANGER NAILS @ 16 O.C. MAX TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) 114" BUILT UP COLUMNS x 3 1/2" TITENS @ 16" BELOW O.C. MAX. FOR -- STRINGERS TO BE A -A PLAN VIEW � MASONRY WALL) 180 DEGREE TURN LANDING NOTCHED AT LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING /7 _ (3) 16d TOENAILS A35 @ EA. STRINGER STANDARD (3) 2X12 JOISTS MIN. (3) 2x SYP #2 AT LANDING STRINGERS W/ STUDS REQ'D @ END OF LANDING SIMPSON A34 CLIP TO OF LANDING W/ MIN. (6) 2x8 FLOOR SYSTEM 16d NAILS FROM (2) 2x12 2x6 LEDGER TO STUD (1) 2x12 (1) 2x8 2x6 PACK MIN, TREAD DEPTH (3) 2x12 3/4" O.S.B. W/ 8d NAILS 8'-0" LINE UP 2xJOIST IN (2) 2x12 @ 3" O.C. TOP AND 6-0" LINE WITH MIDDLE STANDARD (3) 2X12 BOTTOM CHORD 2x12 STRINGER TO BE STRINGERS W/ (3) 2x12 UTILIZED AS BLOCKING SIMPSON A35 / A34 10'-0" (2) 2x12 CLIP TO FLOOR 6-0" (1) 2x12 (1) 2x8 SYSTEM & LANDING PLAN W/ SQUASH 2xJOISTS @ LANDING FRAMING (3) 2x12 CD @ 16"O.C. W/ SIMPSON 9'-0" (2) 2x12 z A35 OR LUS26 HANGER BEAM/FLOOR TRUSS 9'-0" X¢ Z ON EACH SIDE 2x6 PER PLAN LL C? _ 6" MIN (2) 2x BEAM PER 2xJOIST (P.T. IF SCHEDULE REQ'D @ 4'-0" MAX ol ATTACHING TO END OF LANDING FOR WIDTH OF LAND NG MASONRY WALL) CONT STRINGERS TO MID SPAN BLOCKING LEDGER w/ (3) 16d CONNECT TO. BEAM TO MATCH JOIST NAILS @ 16" O.C. MAX. LL TO BEAR DIRECTLY ON DEPTH W/ (3) 10d TO EACH STUD. ((2) 1/4" z BUILT UP COLUMNS TOENAILS EACH END x 3 1/2" TITENS @ 16" BELOW O.C. NRA -A PLAN VIEW--@ 90 DEGREE TURN LANDING OYWALL) "MIN. SEE SCHEDULE FOR MAX WIDTH OF LANDING MIN. (3) 2x SYP #2 'fl STUDS REQ'D @ END 3/4 PLYWOOD OR OSB OF LANDING W/ MIN. (6) 16d NAILS FROM SEE PLAN FOR DEPTH SHEATHING OVER LEDGER TO STUD OF LANDING LANDING ATTACHED STAIR WINDER DETAIL PACK PER GENERAL FLOOR CONSTRUCTION NOTES MID SPAN BLOCKING TO MATCH JOIST PLYWOOD SHEATHING DEPTH W/ (3) 10d 2xJOIST LEDGER (P.T. OVER LANDING STANDARD (3) 2X12 TOENAILS EACH END IF ATTACHING TO ATTACHED PER SYP #2 STRINGERS W/ MASONRY WALL) GENERAL FLOOR SIMPSON A34 / A35 CONSTRUCTION CLIP TO FLOOR NOTES 0 16" O.C. SYSTEM & LANDING o z MAX FRAMING LL¢ BEAM @ END OF UJ LANDING PER SCHEDULE w SEE PLAN FOR MASONRY WALL OR WOOD WALL SIMPSON A35 ___-- BF IB CONNECTIONS !MASONRY WALL. OR ' FRAME WALL BEYOND (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 P -B CROSS SECTION OF BEAM TO LEDGER STRINGERS TO @ 16"O.C. W/ SIMPSON LEDGER w/ (3) 16d� CONNECT TO. BEAM A35 OR LUS26 HANGER NAILS @ 16 O.C. MAX TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) 114" BUILT UP COLUMNS x 3 1/2" TITENS @ 16" BELOW O.C. MAX. FOR -- STRINGERS TO BE A -A PLAN VIEW � MASONRY WALL) 180 DEGREE TURN LANDING NOTCHED AT LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING /7 _ (3) 16d TOENAILS BEAM/JOISTS REQUIREMENT AT LANDING A35 @ EA. STRINGER ~ \ JOISTS TO LANDING AT LANDING (#2 SYP) (#2 SYP) OF LANDING (3) 2x12 2x8 SEE ARCHS. FOR MAX. 12'-0" (2) 2x12 2x6 RISE OF STEPS AND (1) 2x12 (1) 2x8 2x6 4-4- MIN, TREAD DEPTH (3) 2x12 3/4" O.S.B. W/ 8d NAILS 8'-0" 11'-0" (2) 2x12 @ 3" O.C. TOP AND 6-0" ^ 2x6 BOTTOM CHORD (3) 2x12 2x8 8'-0" 10'-0" (2) 2x12 -JOIST PER FRAMING 6-0" (1) 2x12 (1) 2x8 2x6 PLAN W/ SQUASH (3) 2x12 BLOCK OR 9'-0" (2) 2x12 2x8 BEAM/FLOOR TRUSS 9'-0" 2x6 PER PLAN (3) 2x12 2x8 9'-0" -- PENDING LANDING 7'-0" \ (1)2x12 (1) 2x8 HEIGHT AND PLAN 54" LAYOUT, HEADER 2x12 9'-01, (2) 2x12 WITHIN SUPPORT 7'-0' 7'-0" / WALL COULD BE 5'-0" 6'-0" REQUIRED SEE PLAN 2x8 8'-0" (1) 2x12 (1) 2x8 FOR REQUIRED 2x12 STRINGERS ONE 5'-0" OR LESS HEADER AND ON EACH SIDE AND 9'-0" (1) 2x12 (1) 2x8 SUPPORT ONE @ MID -SPAN Q n /'1 INFORMATION. A34 @ EA. STRINGER ----_� TO LANDING 2x ATTACHED TO :___.. 2x JOIST (P C. IF STRINGER I I I ATTACHING i O I I I I MASONRY WALL) CONT 1 I I I LEDGER w! �3} 16d 2x12 STRINGERS ONE NAILS @ 1 ON EACH SIDE AND I I TO EACH ((2)1//4" ONE @ MID -SPAN I I I I x 3 1/2" TITENS @ 16" I I I (2) 2X BEAM PER / O.C. MAX FOR MASONRY WALL) A35 CONNECTION I I SCHEDULE @ END OF ® LANDING FOR STRINGERS TO - WOOD OR MASONRY 2X8 P.T. SPF #2 (MIN.) CONNECT TO. BEAM WALL SEE PLAN FOR LET -IN FASTEN TO TO BEAR DIRECTLY ON MORE INFO SLAB USING MIN. (4)4" BUILT UP COLUMN 2xJOIST PER X 3" EVENLY SPACED BELOW. \ SCHEDULE TAPCONS @ MIN. END MIN. (3) 2x4 SPF #2 DISTANCE OF 1-1/2" COLUMN `-- HEIGHT OF LANDING BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING (3) 2x12 2x8 8'-0" 12'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4-4- (3) 2x12 2x8 8'-0" 11'-0" (2) 2x12 2x6 6-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 8'-0" 10'-0" (2) 2x12 2x6 6-0" (1) 2x12 (1) 2x8 2x6 4'4" (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" 9'-0" (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x8 9'-0" (2) 2x12 2x8 7'-0" 8'-0" (1)2x12 (1) 2x8 2x6 54" (3) 2x12 2x12 9'-01, (2) 2x12 2x8 7'-0' 7'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 6'-0" (2) 2x12 2x8 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 5'-0" OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 2x6 6'-0 " BASE PLATE PER FLOOR PLAN NOTE: ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR STO1 GEN. STAIR AND LANDING FRAMING DETAILS STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL (2) PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. 3/4"=1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID UNDER BEAMS LESS THAN 2x12) LLI J ¢ Q z 0 W 0 W W - — -- - �r 0 N z O z 00 W F- LU O U c) (n Z_ W 0 J_ m O - u - W Lu LL O Zo,uj ,0111111111®��® (AD LLj 00 o U J •• j�o i ®®� '� LLI .r®®per •••®•••• ®®®®• �` 1— Z Q f e`� ® �- O ®®IAfl i 11111111 J m ILL W J ` O O C) � w Z d'Or r6JI V_ Q y� �I41��'�ih f� N C yg n 3j o O a M O z ¢ hi"I 0 0 ZLL li O z V �' O a o0 LLI H C) 0 Z Q 0 cnLL W O _j "gv Z06 wZ�M_E O Ir– — 8 61 U z U00 �C6;m O H w Z N 11 1 J to�zwo C W LIJ Z) ¢ O O � d, ;o F=— U) Z F-2ILZ ° Z z ¢¢AZO cl N —� L) ll.l z 0 J 0 SEE ARCH PLAN tt 2x4 CONT. TOP PLATE O 7MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO F" STUDS W/ (2) 16d TOE ¢ W 2x4 #2 SPF STUDS X X NAILS o = = @ 24" O.C. 2x4 SILL PLATE W/ (2) I GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, U) /ERTICAL 2r: 6' U" — 2x4 #2 SPF STUDS @ SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF W 10d NAILS @ 4" O.C. 0 .MIN. AND 'a> ANY 24" O.C. W/ (2) 12d AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND O NTNG W/IN (NOTCHED @ 2x6 TOENAILS BOTTOM TABLE R301.5 (FBC 5TH EDITION) 0- DRAILVERTICAL LOCATIONS). NOTCH SILL PLATE C7 EWALL FOR VERTICAL NOTCH SILL AND z PLYWOOD FLOORING Q TO ALLOW VERTICAL O 2x L -BRACE W/ 12d TO SLIDE DOWN TO p 2x6 VERTICAL AND NAILS @ 4" O.C.FACE OF TRUSS z L -BRACE @ 6'-0" O.C. & �-1 @ ANY OPENING 2x4 CONT. TOP PLATE W 11 ATTACH 2x6 VERTICAL (ATTACH TOP PLATETO N STUTO TRUSS W/ (3) %a" x 3 3 /2�� TOE NAD S W/ (2) 16d Z = F' DOUBLE TRUSS PARALLEL TO FLOOR ¢ —' SECTION X -X N.T.S. SDS WOOD SCREWS � Z Z OO EQUALLY _ O LLt SPACED/CENTERED IN 2x4 #2 SPF STUDS @ H LLI SONT. TOP PLATE.: -- - 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER LLJI Y o,CH TOP Pi ATE 0 31" ATTACH TOP PLATE TO FACE OF TRUSS STUD TO BE O O 1 DS 2/ (2) 16d TOE STUDS W/ (2) 16d TOE 32" I ATTACHED TO TRUSS m O eO .S NAILS` I BELOW (OTHERWISE W M SEE ARCH PLAN ATTACH W/ (2) 12d Z M 2x4 SPF STUDS @ MAX. 4'-0" ABOVE FLOOR I TOENAILS @ BOTTOM) (D m 24" O.. C. W/ (2) 12d cnJ Z TOENAILS BOTTOM 2x4 #2 SPF STUDS @ X X I p V OJ W:E CUT PLYWOOD_ 24" O.C. W/ (2) 12d I NOTCH FLOOR I 2x4 SILL PLATE W/ (2) U) LLI >_ � 0 CRING FOR STRAP TOENAILS BOTTOM I SHEATHING TO I 16d TOE NAIL EA. w Q O = ACCOMMODATE 2x I CONT. BRACE & 10d 0 H H 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO 2x4 #2 SPF SILL PLATE NOTCH SILL AND I 10d NAILS @ 4" O.C. FLOOR SHEATHING j 0- W/ (2) 10d NAILS @ 4" PLYWOOD FLOORING I (NOTCHED @ 2x6 -- — O.C. TO ALLOW VERTICAL VERTICAL LOCATIONS). I ATTACH 2x4 TO TRUSS cq TO SLIDE DOWN TO W/ O 2 %4''x3" SDS J STRUCTURAL ENG: CFG DRAFTING: --- (2) SIMPSON LSTA24 FACE OF TRUSS ( SCREWS EQUALLY ¢ STRAP (1 EA. SIDE OF SPACED & CENTERED z-STRUCT: TNT 2x6 VERTICAL AND ""� IN TRUSS W -- - STUD) EVERY 48" O.C. ATTACH 2x6 VERTICAL 0 QC CHECK: MB\CC TO TRUSS W/ (3) %a' x 3.. L -BRACE @ 6-0 O.C. & w - --- ---- FLOOR BEAM CONDITION SDS WOOD SCREWS @ ANY OPENING JOB No. TM - 2153102 T FLOOR BEAM SEE EQUALLY U) SCALE: AS INDICATED -- _ PLAN SPACED/CENTERED IN TRUSS SEE PLAN ~ TRUSS TO OUTSIDE DATE: 09/14/2016 FACE OF TRUSS :0:3 HANDRAIL CONNECTION AT FLUOR TRUSSES SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR C% T 4 3/4"=1'-0" N.T.S. RECORD COPY #16-2724 40- q & (60sc - [Agg