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Home My WebLink About253 Big Spring Ter 16-356 (a)THORNBROOK 40's COMMUNITY SPECIFIC GENERAL CON5TRUCTION NOTE5 CHAPTERS AND SECTIONS REFER TO F.B.C.R 5TH EDITION (2014) NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN THI5 SET OF DRAWINGS REFERENCING LUMBER SITES OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS" OCCUPANCY AND CON5TRUCTION TYPE: TH16 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V-5 CLASSIFICATION, LOT 112 THORNBROOKE 40 CEILING CON5TRUCTION: I. THEA GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND 175 ATTIC AREA BY NOT LESS. THAN I/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, IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL. AL50 BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH F.B.G.R 5TH EDITION (2014) 8102.35: PRESTON 1989 ELEVATION A EXTERIOR FIN15HE5: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F5.C.R - 5TH EDITION (2014) R103.6.L AND ASTM C 1063, ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORRO51ON-RE515TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH 11 GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) R103b.2 AND ASTM C 926. PER F.B.G.R, 5TH EDITION (2014)R103.6.2.1 WEEP SCREEDS SHALL BE A MINIMUM N0.26 GALVANIZED SHEET GAUGE CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE GARAGE RIGHT LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH A5TM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RE515TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP. SCREED. PER F.B.C.IR 5TH EDITION (2014) R103b3 WATER RE515TIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RESISTIVE VAPOR PERMEABLE < BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER. STUCCO APPLICATION AND CURING PER F.B.C.R. STH EDITION (2014) R103.65 OR IN ACCORDANCE WITH ASTM G 926, 5TUCCO CONTROL JOINT5: TAYLOR MORRISON. STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-06 (1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F: AND DELINEATE AREAS NOT MORE THAT 100 5.F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 21/2 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 IS NO ACCE55 TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. FLASHING: 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. STANDARD SPECIFICATIONS REDRAW NOTES PLAN REVISIONS DRAWING INDEX 2. APPROVED CORRO51ON-RE6I6TANT 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 CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103.8, MONO FOOTING, PAINTED KNEE WALL AT 5TAIR5, ALUMINUM OVER 2x6 5UB FA55A, 5HINGLE ROOF, ELECTRIC HEAT, 50 GAL.. ELECTRIC W.N.; 30" UPPER5 AT KITCHEN, PAVER DRIVE AND LEAD WALK, PAVER ENTRY, 12-11-15 COV - GENERAL NU I tbl INDEX SPECIFICATIONS WINDOW INSTALLATION: 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, 1 SLAB INTERFACE PLAN DWELLING / GARAGE OPENINGS: 2A1 .MAIN FLOOR PLAN NOTES THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNESS, 50LID CORE (S.C.) OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A SELF-CLOSING DEVICE. 2A2 MAIN FLOOR PLAN DIMENSIONS FLOOD ZONE REQUIREMENTS PLAN MEETS OR EXCEE S FEMA FLOO FINISH A F ATI N 2B1 -UPPER FLOOR PLAN NOTESp p EpG RAGE. LooRELEV o . ASPHALT SHINGLES (IF APPLICABLE) JOB NUMBER 26002.004 CAD FILE NAME LOT 112 TB ISSUED 12-17-15 REVISED le 2 R B2 — UPPER FLOOR P AN DIMENSIONS I. WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 8905.2,6 AND 8905,2.6.1. x ro L. 2. ASPHALT SHINGLES SHALL ONLY B USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL 12:12) 0 GREATER. F 0 S 5 0 TWO E E RER L R L 8OR ROOF LOPE FROM 0 UNITS VERTICAL IN to _joN0 2 — STAIR E '"��"h N DETAIL C S S �1 O� S 12 UNITS HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH A5TM p 226, TYPE I OR TYPE 11, ASTM 14869, TYPE 11 OR TYPE IV OR ASTM D 615116 REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1, FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL 0 _j 0 co 3A1 - FRONT ELEVATION "B" (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE, 11, ASTM D 4869, TYPE IV OR A5TM D 6151 IS REQUIRED IN ACCORDANCE WITH SECTION R905.2.1. I ' 3A2 — ELEVATIONS/ ROOF PLAN, B V I LDI N GSECTION CLAY AND CONCRETE TILE IIF APPLICABLE) : 0tA�M THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. - 5TH EDITION (2014) RW5.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR am N 3A3 FLASHING DETAILS RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAw15 DETERMINED IN ACCORDANCE WITH SECTION 8301.21.3 OR THE RECOMMENDATIONS OF RAS 118,115 OR 120, REQUIRED UNDERLAYMENT PER F.B.C.R. - 5TH EDITION (2014) 8905:33 SHALL CONFORM WITH A5TM D 226, TYPE Lo >iJN �, 3A4— FLASHING DELJ 11; ASTM D 2626, TYPE 11; OR A5TM D 1910 OR ASTM D 6380, CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/rRl FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAst) 15 DETERMINED IN ACCORDANCE WITH SECTION 8301.2.1.3 OR THE RECOMMENDATIONS L L DOLL OF RAS 118,119 OR 120. 00 ? N 4A - MAIN FLOOR ELECTRICAL PLAN CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE : 0-j c - 4B UPPER FLOOR ELECTRICAL PLAN I. 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 2'-0" HIGHER THAN THE ROOF OR RIDGE THAT 15 IS -0" AWAY OR CLOSER: Y rod, 3�E FW TUB AND 5HOWER AREA5: 04 = J I. GEMENT, FIBER CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM 01288 C1325 OR CII18 AND INSTALLED IN ACCORDANCE WITH oo crow. 459 z C-4 MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREA5: ER E TERMITE ; I. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE 'S AB ON G ApE FLOORS SHALL NOT BE CELLUL05E CONTAINING MAT ERIALS. IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.0101NCH AND BE SEALED WITHIN THE SLAB U51NG A RD COPY RECORD N -00 I ON RR05 VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE 6L.EEV . NO TERMITICI E5 SHALL E APPLIED IN51 THE SLEEVE, E )a B P D DE E 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION /SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (305. mm) AWAY FROM THE STRUCTURE 51DEWALL WHETHER BY UNDERGROUND PIPING TAIL EXTENSIONS OR SPLASH BLOCKS. GUTT RS WITH. DOWNS OUTS A L E P RE QUI A U REQUIRED 0 N ALL BUILDINGS NG5 WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC: 1.N GY CALCULATIONSF EER OR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR A5 AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICALA A APPLIANCES S E SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, ED DOR CODE COMPLIAN CE OR ANY OTHER PIPING O DUCTS NOT CONNECTED T THE A IN SERVICED, R D NNEG ED O E PPLIANCE BEING INSPECTED, ER ICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES REVIEWED (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED 1N FRONT OF THE CONTROL 51DE TO SERVICE AN APPLIANCE, �jLMINER 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE' SHALL BE CONSTRUCTED OF A MIN. "26 GAUGE (0.48 MM) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. D TE 4. FOUNDATIONS AN SU T5 F D PP0R 08 OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES 116 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO 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 111411.3, 1 SANFORD BUILDING DIM51-001 EXHAUST FANS AND VENTING: TO BE A A PERMIT ISSUED SHALT. BE CONSTRUED WK E WORK AND NOT AS LICENSE TO PROCEED WITH THE 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 AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET AU ASIDE ANY OF THE PROVISIONS OF THE SHALL ISSUANCE OF A PERMIT SOFFIT, RIDGE VENT OR CRAWL SPACE, 2, EXHAUST AIR FROM 5ATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY CODES, NOR OFFICIAL FROM TUIRING IN TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. ERROTHERRS PLANS, REQUIRING A CORRECTION OF ERRo sDRYER CO OR VIOLATIONS OF THIS CODE 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES Y EXHAUST DUCT SHA NOT X q LL o EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION, THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET 1162 FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 FOR EACH 90 DEGREE (Ib THE CONSTRUCTION mm) mm) RAD) BEND. MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE A CLOTHES DRYER BOOSTER FAVI 15 INSTALLED AND NOT READILY ACCE551BLE FROM THE ROOM IN WHICH THE DRYER COMPACTION TEST 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." REQ UI"D - 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. Results to be Verified at Slab Inspection ATTENTION GENERAL CONTRACTOR / BUILDER. 15SUANCE OF PLANS FROM THI5 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AN[) VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'5 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. 10-14-2015 U Al JOB NUMBER 26002.004 CAD FILE NAME LOT 112 TB ISSUED 12-17-15 REVISED le x ro DAVIS BEWS DESIGN GROVP to _joN0 - EST. 1994 0 _j 0 co 0tA�M am N Lo >iJN L L DOLL 00 ? N 0-j c Y rod, 3�E FW 04 = J oo crow. 459 z C-4 JOB NUMBER 26002.004 CAD FILE NAME LOT 112 TB ISSUED 12-17-15 REVISED le • TI TLE • COVER SHEET GENERAL NOTES 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 • TI TLE • COVER SHEET GENERAL NOTES I ! II 1 11 Ll 1 _ ELEVATION (_)0_4 io G.G. VERIFY THAT DECO DRAIN IS INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE SANFORa • x • N r 0 Lo CONC.PAp /j V/ 11/2" RECESS FOR S.G.D. ?JN L oo�M 00 a�a� 0 Ca 3�E LLY .0 C" J,'N co N N CA REFERENCE cz SHOWER TILE RECESS SEAT ELEVATION_ 2'-�� ABV. T w o'-0" p 4 / eeel cp -AIR HANDLER — - x WALL — — — — 2x6 LINES FROM �OOR OPT. I IOPT, I WALL N UPPER LWASHER J LDRYER I — - — — — — 6 -111 4 P.V.C. I SINK '– 21.111 I IS -5 I 4/ W/ pISP 4 -S 4'.611 1 - G 3/4" P.V.C. PROVIDE WATER CONDENSATION ^< LINE FOR ICE MAKER DRAIN BY / go\� Q? PLUMBER / �\ II I1 TO �OF REF. 4" P.V.G. 24"424"x18" H. �= W.H. STAND 3/4" RECESS 6' `n `N L.T: a� FOR ENTRY DR. ` , ROUGH IN W.N. 5'-0" 3'-S" 8" 2'-8" 2'-1" 2'-91/2" 3'-51/2 9.0 $ ELEVATION R 3' 0° Z PAVERS1 z LINE OF 3" STEEL PIPE FOR CONCRETE o BOLLARD ABV. (SEE 5TRUCT.) N M ELEVATION co lk cA / LEADWALK AA LPAYERDRIVE _ 3A2 1'-8" 5'-4" I'-8" 2'-8 16' 0" 2 _$ 8'-8" 2I'-4" 30'-0" io G.G. VERIFY THAT DECO DRAIN IS INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE SANFORa 150 STATE STREET EAST OLD$MAR, FLORIDA 39677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEW&COM TAMPA • E7ENVER }'t • ' � �•� �' rid tri p ea �: Ec III -7A w � Y N J 1989.,. • TI TLE • SLAB INTERFACE PLAN ol • SHEET • • x • N r 0 Lo Ja'O _ co 0 /j V/ .20 C? sm N ?JN L oo�M 00 a�a� 0 Ca 3�E LLY .0 C" J,'N co 00 CC� z co) 150 STATE STREET EAST OLD$MAR, FLORIDA 39677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEW&COM TAMPA • E7ENVER }'t • ' � �•� �' rid tri p ea �: Ec III -7A w � Y N J 1989.,. • TI TLE • SLAB INTERFACE PLAN ol • SHEET • MASTER SUITE 13'-10"x12'-10" FAMILY ROOM 9'-4" FLAT CLG. 14'-6"x16'-0" 2 -STORY VOLUME ARCH FROM V-0" TO 8'-8" o M.C.. = 2-8x6-8 M. BATH CLG. 2-46-8- ` � �. o CLG. I a W.C. DINING ROOM TEMP. GL, ENOL. OPENING' 1 I 14'-6"x10'-0" 9' " FLAT CLG. ` ON 42" H. LOW WALL` 2L / 1 TO UNDER I I 4 a, Q K 5TAIR5 ,- 5EE TU13/5110WER I d DETAILS TILE IS H. TILE I STAIR DATA: N SHOWER 5EAT L 18 R15ER5 AT HAN5EN x — DRYER I 1.38" EACH KNEE 42" H. BOX (� 15H. 1� 1 ,'VENT — J 10.00" TREADS WALL COUNTERTOP OPT. —11—OPT. F R/5 ,u 42" H. LWASHER J L DRYER J . x r N o LOW WALL / — — — — — UTIL AIR HANDLER — / p FLAT CLG. LINE5 FROM / OO UPPER FLOOR _ —I_ SINK0. 2 8x6 8 a _ ,u \ I4 W/ DI5P Nih`� V 1 --- II CLG. 8 SOFFIT ABOVE 2-8x6-8 ARCH FROM / LINE OF 5EGONp ��, g O PED: I g'-411 8'-0" To 8'- � �75ARREL FLooR ABV,KITCHEN LAV.CLG. / ARCH` 9'-4" FLAT CLG. O i TYPICAL MASONRY g -4 FOM 84" I WINDOW SCHEDULE REFER TO SHEET 2A2 WINDOW WIDTHS PWDR CLG. TO 64' FOR MAIN FLOOR 2111 3111 5311 Q zr C n �m WINDOW PLAN DIMEN510N5 3 .26 5H. 00 ? N CONC. PAD @+ HD: AT S' 0" TOM. (D 26" EGRE55 1/2 32 5H g'-4" 32 5H W PAD (SEE MECH. 8-0x8-0 TEMP. S.G:R, CONTRACTOR 2.8x6-$ I I2 OJ 13 5H ` 1/2 33 5H N.B. 33 5H 81.411 5TORY _ �Fv�` INSULATE �a � INSULATE. ti IN OF S CON L E L.T. W.N. O r _' -'.- _' ( l O 51" CLG, CLG. 1/2 34 5H 24 5H 34 5H 4 ENTRY L 2 -STORY 5TEEL 9 I 9'-4" PLT. HT. I z' VOLUME CONCRETE y— ABV. - MASTER SUITE 13'-10"x12'-10" FAMILY ROOM 9'-4" FLAT CLG. 14'-6"x16'-0" 2 -STORY VOLUME ARCH FROM V-0" TO 8'-8" o M.C.. = 2-8x6-8 M. BATH CLG. 2-46-8- ` � �. o CLG. I a W.C. DINING ROOM TEMP. GL, ENOL. OPENING' 1 I 14'-6"x10'-0" 9' " FLAT CLG. ` ON 42" H. LOW WALL` 2L / 1 TO UNDER I I 4 a, Q K 5TAIR5 ,- 5EE TU13/5110WER I d DETAILS TILE IS H. TILE I STAIR DATA: N SHOWER 5EAT L 18 R15ER5 AT HAN5EN x — DRYER I 1.38" EACH KNEE 42" H. BOX (� 15H. 1� 1 ,'VENT — J 10.00" TREADS WALL COUNTERTOP OPT. —11—OPT. F R/5 ,u 42" H. LWASHER J L DRYER J . x r N o LOW WALL / — — — — — UTIL AIR HANDLER — / p FLAT CLG. LINE5 FROM / OO UPPER FLOOR _ —I_ SINK0. 2 8x6 8 a _ ,u \ I4 W/ DI5P Nih`� V 1 --- II CLG. 8 SOFFIT ABOVE 2-8x6-8 ARCH FROM / LINE OF 5EGONp ��, g O PED: I g'-411 8'-0" To 8'- � �75ARREL FLooR ABV,KITCHEN LAV.CLG. / ARCH` 9'-4" FLAT CLG. O i a: Q TYPICAL MASONRY g -4 FOM 84" WINDOW SCHEDULE Cr0 J0 LOO WINDOW WIDTHS PWDR CLG. TO 64' 2011 2111 3111 5311 Q zr C n �m WINDOW CALL -OUTS 00 ? N @+ / 0\ (D 26" 12 5H 1/2 32 5H 22 5H 32 5H W PAD (SEE MECH. 5 5H: CONTRACTOR _ 3911 OJ 13 5H ` 1/2 33 5H 23 5H 33 5H I FLUSH FRAME _ �Fv�` INSULATE �a � INSULATE. ti IN OF S CON L E L.T. W.N. O r _' -'.- _' ( l O 51" TO FURRING 14 5H 1/2 34 5H 24 5H 34 5H 4 ENTRY NOTE; LINE OF 3" ALL INTERIOR 5TEEL 9 I 9'-4" PLT. HT. I z' 6311 CONCRETE y— ABV. 15 5H 1/2 35 5H 25 5H 35 5H w z 24"x24"x18 "N 12° 3: 16 5H 1/2 36 5H 26 5H 36 5H W.H. STAND 0 G.C. VERIFY MA50NRY OPENING5 FOR ALL WINDOW5, cULJ n WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER F-- PAVER5 54 x22 MANUFACTURE 6PECIFICATION5. O z 4 REFER TO FLOOR PLANS FOR STYLE OF WINDOW U5ED (51NGLE HUNG -5H, CA5EMENT- C5MT, OR FIXED ATTIC ACCE55 GLA55- F.G.) a: Q / �7 g -4 FOM 84" Cr0 J0 LOO PWDR CLG. TO 64' 00 ��j .3 Q zr C n �m I i / �, 00 ? N @+ / 0\ 3'-011x3-0" A/C I a l c C`V 0 00 ZNLet PAD (SEE MECH. 5 5H: CONTRACTOR C.) FO LOC.) I FLUSH FRAME _ �Fv�` INSULATE �a � INSULATE. ti IN OF S CON L E L.T. W.N. O r _' -'.- _' ( l TO FURRING WALLS � q FLOOR ABV, WALL5 ROUGH -IN 4 ENTRY NOTE; LINE OF 3" ALL INTERIOR 5TEEL 9 I 9'-4" PLT. HT. I PIPE FOR ANGLED WALL50 A Rq CONCRETE y— ABV. � � T _..._... —BLL ARE AT 45 (U.N.oJ I` 24"x24"x18 "N W.H. STAND PAVER5 54 x22 ATTIC ACCE55 T.O.M. FATHA L HEADER 1� 91-411 AT V-0" A.F.F. GARAGE AFF. T.O.M. 20'-0"x2o'-O" 9'-4" 9'-4" PLT. HT. AFF. 0 o HATCHING LEGEND LINE OF GARAGE DOOR IN OPEN POSITION — — r -- - — — - — INSULATE WALL , REFER TO SHEET 2A2 -Tr ' FOR MAIN FLOOR P PLAN DIMEN51ON5 I I t, IAIN FLOOR 1157 S.F. a UFPER FLOOR 032 S.F. jI6 0 TOTAL. L I V INCA 1989 S.F. 0x1-0 O.N. GARAGE DOOR O H.B. GARAGE 451 S.F. T.O.M. PAVER DRIVE I LEADWALK ENTFY 74 S.F. 81.411 AFF. C.G. VERIFY GARAGE TOTAL SQ. Ft. 2 1 /AA DOOR 10 KEY TOUCH ��t�i 3A2 PAD SANFOF:D #16-3 �: MAIN FLOOR PLAN NOTES- 5CALE: 11411 = I'-011 GARAGE RIGHT 150 STATE STREET EAST OLDRAAR, FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM MR- % fie' .��" rte, �"' • y O ®. �•, 00 as _ 11116Y®® �k� M I-�-1 989 x Cr0 J0 LOO O Jco 0(�pl 00 ��j .3 E N 1.0 low 00 ? N 0-1 0 I Y 0 C`V 0 00 ZNLet 150 STATE STREET EAST OLDRAAR, FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM MR- % fie' .��" rte, �"' • y O ®. �•, 00 as _ 11116Y®® �k� M I-�-1 989 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL 813 925.1800 FAX W W W.DAVLSBEW&COM TAMPA • E>ENVER O /® ®®®°®Goes° 0 e Q i ®® ®C.: e••e fie, <( �' � h Y W 1989 x m w r0 J 0 L0 co (�AY O's LiN r E J " L ` oolL 00 a.0�h 0-j co �ro_o KITCHEN o . , oco0 Croro 2 cN ol — / — _ P 'DR D �: -_ m M O � � ea 51.011 3'-8" 3'-4" 2'-1" 6' 3" 9' 8.. 0 L — — _ ENTRY — _- GARAGE e _ --------------------- II zoo REFER TO 6NEE?'2AI FOR MAIN FLOOR PLAN NOTES j� CUSAIVf� 8 5'-4" 18 2 8 I(ol-oll M.O. 2 -S 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL 813 925.1800 FAX W W W.DAVLSBEW&COM TAMPA • E>ENVER O /® ®®®°®Goes° 0 e Q i ®® ®C.: e••e fie, <( �' � h Y W 1989 x m w r0 J 0 L0 co (�AY O's r E J " L ` oolL 00 a.0�h 0-j co �ro_o cm J . , oco0 Croro 2 cN 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL 813 925.1800 FAX W W W.DAVLSBEW&COM TAMPA • E>ENVER O /® ®®®°®Goes° 0 e Q i ®® ®C.: e••e fie, <( �' � h Y W 1989 I 11'-10"x10-4,. 1 $1 9 -0 •c x w WINDOW SCHEDULE OPEN TO C Lo 0'' 0 d� BATH 3 JMrn 2411 3611 rA -/ co >'JM -OUTS 9' 0" 00 a�n ... 0 _ 00 1010 F.G. 2010 RG. >E LLY Lu 4 J *cp L 0O 0 ti _ 00 0 ZN�a TO FURRING = 2411 I 11'-10"x10-4,. 1 $1 SHOWER 11 !! PROVIDE _ _ CLG. LOW WALL ® ®� ®®®®®� ®s®�. esa PAN AND DRAIN r T 2-6x5-4 LOFT UNDER A.H.U. i I HD. AT 6'-8" e ® �. ®�.� �� _ _ ® 0 00 ®® A.N. ( , --• c� x ... 24" H. A/C 14'-10"x10'-6" PLATFORM 42" H. 9'-0 FLAT CLG.Q ®•° �•° � TUB/ LOW WALL SHOIUER ®®o ®;E, P 9 -0 FLAT CLG. I WINDOW SCHEDULE OPEN TO EST. 1994 k ---- WINDOW WIDTHS BATH 3 2011 2411 3611 BELOIU WINDOW CALL -OUTS 9' 0" 2.6x6-8 2011 1010 F.G. 2010 RG. FLUSN FRAME 4018 F.G. Lu _ o TO FURRING = 2411 UA 1820 F.G. 2020 F.G, 3020 EG, 4020 F.G. BELOW J W 0 3611 1030 5H 2030 5H 3030 514 4030 5H M CLG. TILE CPT, Z BEDROOM 3 36"x22" 1540 5H 2040 5H 3040 5H 2 4x6 8 1-Sxb.g 11'-0"x11'-2" access IGLG: FfLL�_J 9'-0„FLAT CLG. '1850 5H 2050 5H 3 050 5H 4050 5H 72" 1860 5N 2063 5H 3060 5H 4060 5H • G.C. VERIFY MA5©NRY OPENING5 FOR ALL WINDOW5, 2040 TEMP. SH.HD. LBAT 0 MANUFACTURE 5PECIFICATION5. 0 0 REFER TO FLOOR PLAN5 FOR STYLE OF WINDOW e a 7m[�2 GLA55- FG) 91.011 I tUB/ SHOWER 11 !! PROVIDE _ _ CLG. LOW WALL ® ®� ®®®®®� ®s®�. esa PAN AND DRAIN r T 2-6x5-4 LOFT UNDER A.H.U. i I HD. AT 6'-8" e ® �. ®�.� �� _ _ ® 0 00 ®® A.N. ( , --• c� x ... 24" H. A/C 14'-10"x10'-6" PLATFORM 42" H. 9'-0 FLAT CLG.Q ®•° �•° � TUB/ LOW WALL SHOIUER ®®o ®;E, P TYPICAL WOOD FRAME DAVIS BEWS DESIGN GROVP WINDOW SCHEDULE 150 STATE STREET EAST OUXA4 , FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 k ---- SHOWER 11 !! PROVIDE _ _ CLG. LOW WALL ® ®� ®®®®®� ®s®�. esa PAN AND DRAIN r T 2-6x5-4 LOFT UNDER A.H.U. i I HD. AT 6'-8" e ® �. ®�.� �� _ _ ® 0 00 ®® A.N. ( , --• c� x ... 24" H. A/C 14'-10"x10'-6" PLATFORM 42" H. 9'-0 FLAT CLG.Q ®•° �•° � TUB/ LOW WALL SHOIUER ®®o ®;E, P 1 CHASE 1 3050 SH. 1 HD. AT T -b" I 1 TYPICAL WOOD FRAME WINDOW SCHEDULE WINDOW WIDTHS BATH 3 2011 2411 3611 011 WINDOW CALL -OUTS 9' 0" 2.6x6-8 2011 1010 F.G. 2010 RG. CLG. 4018 F.G. Lu _ o = 2411 9 1820 F.G. 2020 F.G, 3020 EG, 4020 F.G. J W 0 3611 1030 5H 2030 5H 3030 514 4030 5H M CLG. TILE CPT, Z BEDROOM 3 1540 5H 2040 5H 3040 5H 2 4x6 8 1-Sxb.g 11'-0"x11'-2" ; 9'-0„FLAT CLG. 3: '1850 5H 2050 5H 3 050 5H 4050 5H 72" 1860 5N 2063 5H 3060 5H 4060 5H • G.C. VERIFY MA5©NRY OPENING5 FOR ALL WINDOW5, 2040 TEMP. SH.HD. WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER 0 MANUFACTURE 5PECIFICATION5. 0 0 REFER TO FLOOR PLAN5 FOR STYLE OF WINDOW AT T -8..I 7m[�2 GLA55- FG) 91.011 I CLG. A/C R/8 1 CHASE 1 3050 SH. 1 HD. AT T -b" I 1 SgAi)ZOrA #16-356 , TYPICAL WOOD FRAME WINDOW SCHEDULE WINDOW WIDTHS 2011 2411 3611 011 WINDOW CALL -OUTS 2011 1010 F.G. 2010 RG. 3018 F.G. 4018 F.G. Lu = 2411 9 1820 F.G. 2020 F.G, 3020 EG, 4020 F.G. J 0 3611 1030 5H 2030 5H 3030 514 4030 5H Z 4011g 1540 5H 2040 5H 3040 5H 4040.5H 60" 3: '1850 5H 2050 5H 3 050 5H 4050 5H 72" 1860 5N 2063 5H 3060 5H 4060 5H • G.C. VERIFY MA5©NRY OPENING5 FOR ALL WINDOW5, Lu Lu WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER 0 MANUFACTURE 5PECIFICATION5. 0 0 REFER TO FLOOR PLAN5 FOR STYLE OF WINDOW USED (51NGLE HUNG -5N, CA5EMENT- C5MT, OR FIXED GLA55- FG) SgAi)ZOrA #16-356 , VERIFY THESE CRITICAL DIMENSIONS TO ENSURE WINDOWS ARE CENTERED ON OPENING BELOW . _... x m w 2'411 0 i 2N M N r- �JM LL • 00 "o 0 J Coo LE. tv;N to 21411 oco da ZN�d BEDROOM 2 M L--- BATH �- LOFT , w . _... x m w 150 STATE STREET EAST OLDSMAR, RORIDA 34677 813.925.1300 TEL 813. 925. 1800 FAX W W W DAVISBEWS.COM TAMPA • DENVER MT, INAc� ®��®y�`®® e••••®��/��®iso® Gzl cm r4 �' r~ 0.4-9 � 1 eh a r*4 J L_ F- J 1989 x m w tO o lQ 0 J r 0 i 2N M N r- �JM LL • 00 "o 0 J Coo LE. tv;N to oco da ZN�d 150 STATE STREET EAST OLDSMAR, RORIDA 34677 813.925.1300 TEL 813. 925. 1800 FAX W W W DAVISBEWS.COM TAMPA • DENVER MT, INAc� ®��®y�`®® e••••®��/��®iso® Gzl cm r4 �' r~ 0.4-9 � 1 eh a r*4 J L_ F- J 1989 TRU55E5 • • x w C 00 J��O 1/I6 0.5.8. BEYOND 0 J to 36" H. CONTINUOUS 42,• <,,'/ i 0M GRA5PABLE LOW WALL > > J N 3/4" PLYWD. L RAILING 00 73 Ll DECKING BEAM -� O > E _0 4) IL 4) e BEAM LINE OF 6'•g MIN. co N J n*n11 HEAD CLEARANCE FLOOR = FLOOR SYSTEM 5Y5TEM .. BLOWN INSULATION ATTIC ACCESS 2x 5TRINGER5 1000 42° (TYP.) H DETAIL LOW WALL SCALE: 1/2" - I'-0"Lu ti L. N051NG 1- (TYP:) LINE OF DOOR IN s, FOREGROUND 2x TREAD5 AND Ix RI5ER5 (TYP.) 11 TREAD5 AT 10.00" EACH JOB NUMBER 26002.004• CAD FILE NAME LOT 112 TB ISSUED 12-17-15 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OL.DSMAR, FLORIDA 39677 813.92.5.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER / 0 o ar fro • osew "Allri rmr�rirnrmuorn•rur�rw�mm 1989 • TITLE • PLAN DETAILS • • SHEET • • • • x w C 00 J��O 0 J to IIAA Vi i 0M > > J N L 8,0 0 IL 00 73 -� O > E _0 4) IL 4) e co N J n*n11 Op ZN2v JOB NUMBER 26002.004• CAD FILE NAME LOT 112 TB ISSUED 12-17-15 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OL.DSMAR, FLORIDA 39677 813.92.5.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER / 0 o ar fro • osew "Allri rmr�rirnrmuorn•rur�rw�mm 1989 • TITLE • PLAN DETAILS • • SHEET • • 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAI5ED SAND FINI5H TEXTURED BANDING Lu a 3/4" THICK NOTE: THI5 DETAIL SHOWS THE TYPICAL THICKNE55 OF ALL RA15ED TEXTURED FIN15H BANDING AND SAND FIN15HED KEYSTONES (WHERE APPLICABLE) IF THICKNESS 15 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE GALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH EDITION (2014) R103b.1 AND A5TM C 1063. THICKNE56 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) R103h2 AND A5TM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = 1'-0" GUAR OPENING HEIGHTS IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FIN15HED GRADE OR 5URFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R. - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.R. - 5TH EDITION (2014) R312.2 FIXED SHUTTER 11 TEMP. /®®� n 4 BAND ING cv . s .`• (TYP.) 1� SHINGLE 12 cb 0 $:6. ROOF 12 LSHINGLE Q6 �'' 0® SECOND FF. LINE c --go � ROOF SECOND P.F. LINE 6" BANDING ' T.O.M. T.O.M. `•. M p 'x 0 150 STATE STREET FAST OLDSMAR, FLORIDA 39677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TA 4PA • IDENVER„ r0 OLD O J JcoN N i o�c7�; ` J >_ i N �• °' • 0 0 :2°aa: 0� �O El� L Y 1 ��N .0�tO 00CC�h ZNG0 FIXED SHUTTER 11 TEMP. /®®� n 4 BAND ING cv . s .`• (TYP.) 1� SHINGLE 12 cb 0 $:6. ROOF 12 LSHINGLE Q6 �'' 0® SECOND FF. LINE c --go � ROOF SECOND P.F. LINE 6" BANDING ' T.O.M. T.O.M. `•. M p DAMS BEWS DESIGN GROVP 150 STATE STREET FAST OLDSMAR, FLORIDA 39677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TA 4PA • IDENVER„ EST. 1994 FIXED SHUTTER 11 TEMP. /®®� n 4 BAND ING cv . s .`• (TYP.) 1� SHINGLE 12 cb 0 $:6. ROOF 12 LSHINGLE Q6 �'' 0® SECOND FF. LINE c --go � ROOF SECOND P.F. LINE 6" BANDING ' T.O.M. T.O.M. `•. M p MAIN ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 1126 SQ. FT. / 300 = 3.75 SQ. FT. X 144 = 540 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 270.24 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 2 HALF AT LOW SOFFIT / EAVE VENTS = 270.24 SQ. IN. ACTUAL SOFFIT VENTILATION = 629 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. ---------------------- �f do OFF-RIpGE VENT (TYP.) 0 le/ -------------- I I TYR 6:12 �\ OVERHANG -- ------------ AT HIP \� I -A 6:12 I � I n I � GARAGE ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 557 SQ. FT. / 300 =1.86 SQ. FT. X 144 = 267 SQ. IN, HALF AT UPPER 2/3 ROOF VENTS =133.68 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED =1 HALF AT LOW SOFFIT / EAVE VENTS =133.68 SQ. IN. ACTUAL SOFFIT VENTILATION = 423.6 SQ. IN. I I I s1 I 1 I I lU HOUR RATED A55EMBLY GA FILE #IRC2602 INSTALL (2) LAYERS 5/8" TYPE "X" EXT. GYP. BID. A5 SHOWN, INSTALL 5A5E LAYER W/ 11/4" TYPE W OR 5 DRYWALL SCREWS AT 24" O.C. - IN5TALL FACE LAYER W/ 11/8" TYPE W 5EE 12 OR S DRYWALL SCREWS AT 12" O.G. ELEV "j ----- _ ro E6 GIRDER GIRDER TRU55 ROOF TRUS5E8 TRU55 12 AT 2411 O.C. 6(TYPICAL) ---- 11/2 THICK $ANDFIN15H D ❑ ❑ ❑ FT KE L E GIRDER 6 12 R. 3 O (IF APPLICABLE)C? - Z21 6TO TRUSS ROOF TRU55E5 M VOLUME RA15ED AT 24" OC ap «' 5AND FIN15H TEXTURED BANDING 6:112 t 1% 6:112 PRE-MANUF: j' TRU55 G.C. VERIFY FASCIA REQUIRED TOUNDERSIDE PER COMMUNITY 2x4 P.T. CONT. BLOCKING REQ. ATTACHED W/ ad NAILS AT 24" 6:12 _ O.C. AT FRAME WALL5 AND _jMN� 2-3/4" TAPGON AT 24" O.C. AT 2x 6U5 FASCIA C.M.U. WALL, Oa EXTERIOR WALL ALUMINUM 5OFFIT - NON VENTED OVERHANG (5EE FLOOR PLAN) (SEE ELEV.) CANNOT BE U5ED FOR ATTIC LINE OF VENTILATION EXTERIOR FIN15H C 0 L co (5EE ELEVATIONS) �- 0 0 oc PROJECTION UNDERSIDE PROPERTY LINE,C 1 HR. FIRE RESISTANT DTL. 03 eS J KTs. 3�EF Y y� SJi�QD 6 �e I 0Ci� ZN�a �i 6:12 -------------- I I TYR 6:12 �\ OVERHANG -- ------------ AT HIP \� I -A 6:12 I � I n I � GARAGE ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 557 SQ. FT. / 300 =1.86 SQ. FT. X 144 = 267 SQ. IN, HALF AT UPPER 2/3 ROOF VENTS =133.68 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED =1 HALF AT LOW SOFFIT / EAVE VENTS =133.68 SQ. IN. ACTUAL SOFFIT VENTILATION = 423.6 SQ. IN. I I I s1 I 1 I I lU HOUR RATED A55EMBLY GA FILE #IRC2602 INSTALL (2) LAYERS 5/8" TYPE "X" EXT. GYP. BID. A5 SHOWN, INSTALL 5A5E LAYER W/ 11/4" TYPE W OR 5 DRYWALL SCREWS AT 24" O.C. - IN5TALL FACE LAYER W/ 11/8" TYPE W 5EE 12 OR S DRYWALL SCREWS AT 12" O.G. ELEV "j ----- _ ro E6 GIRDER GIRDER TRU55 ROOF TRUS5E8 TRU55 12 AT 2411 O.C. 6(TYPICAL) ---- 11/2 THICK $ANDFIN15H D ❑ ❑ ❑ FT KE L E GIRDER 6 12 R. 3 O (IF APPLICABLE)C? - Z21 6TO TRUSS ROOF TRU55E5 M VOLUME RA15ED AT 24" OC ap «' 5AND FIN15H TEXTURED BANDING 6:112 t 1% 6:112 ROOF VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE ., 5TH EDITION (2014) RESIDENTIAL 8806. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATING AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (MEASURED VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR COR410E VENTS. PRE-MANUF: j' TRU55 G.C. VERIFY FASCIA REQUIRED TOUNDERSIDE PER COMMUNITY 2x4 P.T. CONT. BLOCKING REQ. ATTACHED W/ ad NAILS AT 24" (Diet.) > 5 FT, PROJECTIONS (OVERHANGS) _ O.C. AT FRAME WALL5 AND _jMN� 2-3/4" TAPGON AT 24" O.C. AT 2x 6U5 FASCIA C.M.U. WALL, Oa EXTERIOR WALL ALUMINUM 5OFFIT - NON VENTED OVERHANG (5EE FLOOR PLAN) (SEE ELEV.) CANNOT BE U5ED FOR ATTIC LINE OF VENTILATION EXTERIOR FIN15H C 0 L co (5EE ELEVATIONS) NOTE: FIRE RATED OVERHANG 0 0 WITHIN25TO5FEO OFERHANGS PROJECTION UNDERSIDE PROPERTY LINE,C 1 HR. FIRE RESISTANT DTL. 03 eS J KTs. ROOF VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE ., 5TH EDITION (2014) RESIDENTIAL 8806. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATING AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (MEASURED VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR COR410E VENTS. 3/4" HATCHING INDICATES FIRE THICK RATED EAVES (NO SOFFIT VENTILATION AT THE5E AREAS (TYP.) (TYPICAL) FLOOR SYSTEM BEAM BEAM TYP. CROSS-SECTION OF RAISED i2 z LL x REQUIRED TOUNDERSIDE - OF Lu PROJECTION (Diet.) > 5 FT, PROJECTIONS (OVERHANGS) Lu _jMN� w Oa x L"Eii w� C 0 L co 3/4" HATCHING INDICATES FIRE THICK RATED EAVES (NO SOFFIT VENTILATION AT THE5E AREAS (TYP.) (TYPICAL) FLOOR SYSTEM BEAM BEAM TYP. CROSS-SECTION OF RAISED i2 TEXTURED FINISH BANDING AND / Q6 OR SAND FINISH KEYSTONE 12 1.11 _ — - - -- G.G. VERIFY ALUM. OVER 2x6 6E ZgHINGLE 5U5 -FASCIA (TYPICAL) 12 SHINGLE SCALE: 3..: I!.0�� ROOF7 �6 i ROOF PLT. HT. _ - _ PLT. HT. 5TUCCO FIN15H e = TEMP. b 4; co STUCCO m FINISH, 12 12 / 8" Q6 SHINGLE E6 SECOND FF. LINE_ _ _ ROOF __ _ _SECOND FF. LINE T.OM. T.O.M. M gr 150 STATE STREET FAST a� OLDSMAR, FLORIDA 34677 — 813.925.1300 TEL Z /TEXTURED 813. 925. 1800 FAX rExruRED FINISH �, www.DAvlsBEwsN1 .co co TEMP`A TAMPA • 0,ENVP.R . MAIN F.F. LINE MAIN FF. LINE _ _ GRADE LINE �• !6 r (A55UMED) . o ®A. - ca C"i 00 ` 0 LEFT ELEVATION.�pe� 5CALE: 1/8" 14" o ®®® � •°" � � � F PLAN:R. A rI , 5CALE: 1/8" - I'-0" RAF -CEI) ING SYSTEMS CA FILE NO. RC 2802 !GENERIC 1 HOUR WOOD TRUSSES, GYPSUM WALLBOARDFIRE Appmx.:CGltlng Weight 5lpsf Fine Test FFA FG 172.2-26.72; 173, +3.8$9$ INR FIRE PROTECTION x REQUIRED TOUNDERSIDE 2 FT. > (Dist.) < 5 FT OF ULoLID0 C) Lo PROJECTION (Diet.) > 5 FT, PROJECTIONS (OVERHANGS) 0 _jMN� to Oa co N .'- > }J N C 0 L co 0 0 ro0_ I ' � .ro� 03 eS 3�EF Y SJi�QD 6 0Ci� ZN�a TEXTURED FINISH BANDING AND / Q6 OR SAND FINISH KEYSTONE 12 1.11 _ — - - -- G.G. VERIFY ALUM. OVER 2x6 6E ZgHINGLE 5U5 -FASCIA (TYPICAL) 12 SHINGLE SCALE: 3..: I!.0�� ROOF7 �6 i ROOF PLT. HT. _ - _ PLT. HT. 5TUCCO FIN15H e = TEMP. b 4; co STUCCO m FINISH, 12 12 / 8" Q6 SHINGLE E6 SECOND FF. LINE_ _ _ ROOF __ _ _SECOND FF. LINE T.OM. T.O.M. M gr 150 STATE STREET FAST a� OLDSMAR, FLORIDA 34677 — 813.925.1300 TEL Z /TEXTURED 813. 925. 1800 FAX rExruRED FINISH �, www.DAvlsBEwsN1 .co co TEMP`A TAMPA • 0,ENVP.R . MAIN F.F. LINE MAIN FF. LINE _ _ GRADE LINE �• !6 r (A55UMED) . o ®A. - ca C"i 00 ` 0 LEFT ELEVATION.�pe� 5CALE: 1/8" 14" o ®®® � •°" � � � F PLAN:R. A rI , 5CALE: 1/8" - I'-0" RAF -CEI) ING SYSTEMS CA FILE NO. RC 2802 !GENERIC 1 HOUR WOOD TRUSSES, GYPSUM WALLBOARDFIRE Appmx.:CGltlng Weight 5lpsf Fine Test FFA FG 172.2-26.72; 173, +3.8$9$ ....,E PROPERTY LINE DWELLING z. AS PER THE FBC 5TH EDITION (2014) RESIDENTIAL SECTION R302, MEASURES SHALL BE TAKEN TO PROTECT ANY AND ALL PROJECTIONS THAT ARE_> 2 FEET TO< 5 FEET. FIRE RESISTANT SOFFIT DETAIL - 5CALE: 1/8" . 14' # 1 - 3 5 6 ELEVATION IfA ll GARAGE RIGHT INR FIRE PROTECTION REQUIRED TOUNDERSIDE 2 FT. > (Dist.) < 5 FT OF PROJECTION (Diet.) > 5 FT, PROJECTIONS (OVERHANGS) NO RESTRICTIONS ....,E PROPERTY LINE DWELLING z. AS PER THE FBC 5TH EDITION (2014) RESIDENTIAL SECTION R302, MEASURES SHALL BE TAKEN TO PROTECT ANY AND ALL PROJECTIONS THAT ARE_> 2 FEET TO< 5 FEET. FIRE RESISTANT SOFFIT DETAIL - 5CALE: 1/8" . 14' # 1 - 3 5 6 ELEVATION IfA ll GARAGE RIGHT 15/32 O.S.B. SHEATHING SPACED EVENLY @ 24" O.G. MAX 24" FLOOR TRUSS TEXTURED CEMENT ( EA. FLOOR TRUSS) SEE STRUCTURAL PLASTER FINISH TYPICAL FLASHING AT PRECAST USP HTA20 STRAP 8' CMU BLOCK EA. JOIST AND EXTERIOR SHEATHING TEXTURED CEMENT PLASTER FINISH 7F MATERIAL PER :NATIONS WITH APPROVED DERLAYMENT (REFER TO VER SHEET) =-ENGINEERED ROOF 1SSES AT 24" O.C. RRICANE STRAP PER DF FRAMING PLAN BRG. HGT. IM. DRIP EDGE FASCIA ITED ALUM. SOFFIT :ATH & EXT. FINISH VDOW FLASHING AS REQ'D WINDOW TRIM L. ALDER TYPICAL WINDOW AND SLIDING GLASS DOOR "Z FLASHING DETAIL OPTION - A FLASHING WOODEN / SIDING SEE NOTE #2 WALL S SILL PLATE 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 TYPICAL DOOR FLASHING AT BALCONY x ro - TIE-IN WITH WEATHER RESISTIVE BARRIER:j� 2X4'S @ 16" O.C. BRG EXT WALL WALL COVERING O V\, E 1\ I N G 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH 1. FLASHING TO FORM WATER SHEDDING LAPS �Fgry BUILDING WRAP BEYOND - o M FOLD UP WEATHER V >>JM 2014 FERC SECTION R703 EXTERIOR COVERING 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER To 6 ` oolL FR RESISTIVE BARRIER & TEMPORARILY SECURE EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE ALLOW FOR FLASHING INSTALLATION FLASHING TO EXTEND 36" .�o� Coo EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL PROVIDE SELF ADHERED Z RFsi ST ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS FLASHING UNDER S.G.D. ASO e'�R RUBBER MEMBRANE BEYOND AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE I I 7/16" O.S.B. SHEATHING PROTECTION AGAINST CONDENSATION IN THE EXTERIORR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE ISH S OWN PR V DE 3" -1" BEAD OF H PROVIDE a WITH SECTION R702.7 OF THE CODE. BARRIER BUILDING WRAP BEYOND PER BUILDER CONST. ADHESIVE TO BE APPLIED I CAULK/SEALANT OR SOLDER FLASHING. R703.2 WATER -RESISTIVE BARRIER - PROVIDE FLASHING 0 UNDER THRESHOLD OF DOOR BETWEEN PAN FLASHING I SILL PLATE EDETAILP� (SEE B �� BOOT AT POSTS ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF AND RETURN UP JAMB 6". USE AND DECK FLASHING. ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER CEMENT PLASTER STOP #3 BUILDING WRAP TO GO OVER FLASHING 5�5� LIQUID NAIL BRAND OR EQUAL THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS � I EXTERIOR FINISH I WATERPROOF MEMBRANE THAN 6 INCHES 152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND -WATERPROOF MEMBRANE WATER PROOF CAULKING L=i I PER BUILDER TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. 1 #2 R703.8 FLASHING a 7/16" O.S.B. SHEATHING FLASHING q 1 ,� ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING FLASHING. . SELF ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR COMPONENTS- PROVIDE SELF ADHERED : FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT NOTES: 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 FLASHING 1. FLASHING To BE FLEXIBLE SELF-ADHESIVE TYPE SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED (MIN. 6" WIDE) CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS LAPPING DOWN OVER RIM JOIST 1. EXTERIOR WINDOW AND DOOR OPENINGS.- FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND 3. MECHANICALLY FASTEN AS NECESSARY TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT TYPICAL SLIDING GLASS DOOR FLASHING DETAIL DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT FOLD UP WEATHER RESISTIVE AND UP WALL BY 6" ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S °° BARRIER &TEMPORARILY SECURE INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE THROUGH FLASHING BARRIER 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 20`' FLOOR BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR WEATHER RESISTIVE � EXTERIOR SHEATHING. PROTECTION AT THE HEAD AND SIDES. BARRIER WATERPROOF MEMBRANE TAPE > TRUSSIle 2 FLASHING TO BE FLEXIBLE SELF ° #1 ADHESIVE TYPE (MIN 6" WIDE) 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. ° (ASSEMBLED.FLASHING WINDOW) 1 i i 2X8 TRIM BOARD PRECAST LINTEL °° 2 1.4 IN ACCORDANCE WITH FMA/AAMA .100, FMA/HAMA 200, FMA/WDMA 250„ OR FMA/AAMAANDMA 300. i i N -STUCCO "J" MOLD PROVIDE SELF ADHERED FLASHING 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS WITH „ 7/16" O.S.B. SHEATHING PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. DO NOT FLASH 14 FLASHING ° FLASHING OVER BOTTOM 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS, NAILING FLANGE HEAD FLASHING TIE-IN 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. INSTRUCTIONS: ° NOTES: 1. CUT, FOLD UP & TEMPORARILY LAPPING DOWN OVER RIM JOIST SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) ° BARRIER ABOVE HEADER TO ° ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 6. AT WALL AND ROOF INTERSECTIONS. o ° 2. INSTALL HEAD FLASHING UNDER3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 2X12 #2 SYP CONT LEDGER W/ WEATHER" RESISTIVE BARRIER AND UP WALL BY 6" ° 4. INSTALL FLASHING AND SEE STRUCTURAL FOR 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE ° (4) 1/4" X 4" LAG SCREWS X15-356 CONNECTORS DETAIL- SPACED EVENLY @ 24" O.G. MAX 24" FLOOR TRUSS TEXTURED CEMENT ( EA. FLOOR TRUSS) SEE STRUCTURAL PLASTER FINISH TYPICAL FLASHING AT PRECAST USP HTA20 STRAP 8' CMU BLOCK EA. JOIST AND EXTERIOR SHEATHING TEXTURED CEMENT PLASTER FINISH 7F MATERIAL PER :NATIONS WITH APPROVED DERLAYMENT (REFER TO VER SHEET) =-ENGINEERED ROOF 1SSES AT 24" O.C. RRICANE STRAP PER DF FRAMING PLAN BRG. HGT. IM. DRIP EDGE FASCIA ITED ALUM. SOFFIT :ATH & EXT. FINISH VDOW FLASHING AS REQ'D WINDOW TRIM L. ALDER TYPICAL WINDOW AND SLIDING GLASS DOOR "Z FLASHING DETAIL OPTION - A FLASHING WOODEN / SIDING SEE NOTE #2 WALL S SILL PLATE 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 JOB NUMBER 26002.004 CAD FILE NAME LOT 112 TB ISSUED 12-17-15 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAR., FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVLSBEWS.C..OM TAMPA • DENVER EST. 1994 �� TYPICAL DOOR FLASHING AT BALCONY x ro TYPICAL FLASHING AT BALCONY TIE-IN WITH WEATHER RESISTIVE BARRIER:j� EXTERIOR SHEATHING WALL COVERING O V\, E 1\ I N G 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH 1. FLASHING TO FORM WATER SHEDDING LAPS �Fgry - o M FOLD UP WEATHER V >>JM 2014 FERC SECTION R703 EXTERIOR COVERING 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER To 6 ` oolL FR RESISTIVE BARRIER & TEMPORARILY SECURE EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE ALLOW FOR FLASHING INSTALLATION .�o� Coo EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL uL Y 0 0) RFsi ST ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS 5.. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING e'�R REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE PROTECTION AGAINST CONDENSATION IN THE EXTERIORR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WEATHER RESISTIVE WITH SECTION R702.7 OF THE CODE. BARRIER R703.2 WATER -RESISTIVE BARRIER 0 P ONE LAYER OF APPROVED WEATHER - RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH SILL PLATE EDETAILP� (SEE B �� ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF 0 FOR OPTIONS) ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER 5�5� THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS THAN 6 INCHES 152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND CORNER PATCH TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.8 FLASHING APPROVED CORROSION RESISTANT FLASHING SHALL BE APPLIED SHINGLE-FASHIONIN A MANNER TO PREVENT FLASHING q 1 ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING FLASHING . SELF ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR COMPONENTS- FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT NOTES: 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 1. FLASHING To BE FLEXIBLE SELF-ADHESIVE TYPE SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED (MIN. 6" WIDE) CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 1. EXTERIOR WINDOW AND DOOR OPENINGS.- FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND 3. MECHANICALLY FASTEN AS NECESSARY TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT TYPICAL SLIDING GLASS DOOR FLASHING DETAIL DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT FOLD UP WEATHER RESISTIVE ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S MECHANICALLY FASTEN AS WEATHER NECESSARY IN CORNERS RESISTIVE BARRIER &TEMPORARILY SECURE INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE THROUGH FLASHING BARRIER 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 WEATHER RESISTIVE � EXTERIOR SHEATHING. PROTECTION AT THE HEAD AND SIDES. BARRIER TAPE > SILL PLATE 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 2 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. (ASSEMBLED.FLASHING WINDOW) 1 2 1.4 IN ACCORDANCE WITH FMA/AAMA .100, FMA/HAMA 200, FMA/WDMA 250„ OR FMA/AAMAANDMA 300. FLASHING 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. DO NOT FLASH 14 FLASHING OVER BOTTOM 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS, NAILING FLANGE HEAD FLASHING TIE-IN 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. INSTRUCTIONS: NOTES: 1. CUT, FOLD UP & TEMPORARILY 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) CONSTRUCTION. BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 6. AT WALL AND ROOF INTERSECTIONS. 2. INSTALL HEAD FLASHING UNDER3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS c 7. AT BUILT-IN GUTTERS. WEATHER" RESISTIVE BARRIER SANF'ORD 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 X15-356 TYPICAL WINDOW FLASHING DETAIL- FLASHING DETAILS N.T.S. JOB NUMBER 26002.004 CAD FILE NAME LOT 112 TB ISSUED 12-17-15 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAR., FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVLSBEWS.C..OM TAMPA • DENVER EST. 1994 �� x ro r 0 J�� O o _j0�� o M V >>JM 6 ` oolL p 0 .�o� Coo uL Y 0 0) 0 C4 -j CID 0 0`V 4 ZN20 JOB NUMBER 26002.004 CAD FILE NAME LOT 112 TB ISSUED 12-17-15 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAR., FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVLSBEWS.C..OM TAMPA • DENVER EST. 1994 �� SHEATHING TEXTURE FIN15H COAT BROWN COAT 5CRATCH COAT 5ELF-FURRING LATH TWO LAYERS WR6 WEEP 5CREED TERMINATE 5ELF ADHESIVE FLA5HING AT LOWER N05E OF M.W.W.5. 5ELF ADHESIVE FLASHING MA5ONRY BLOCK WALL WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR SHEATHING -� REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING °/ / DO NOT FLASH OVER BOTTOM NAILING FLANGE ASP EXT OUT — NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW %A/AI I CLJI-ATI-Il Ki l 31/2" RIM JOIST UNPERFORATED VULCUM CAULK BOTTOM FLANGE 7/8" JOINT ONLY WEEP SCREED MAINTAIN METAL FLASHING 3-1/2" BOTTOM OF UNPERFORATED FLANGE 7/8" WEEP SCREED WEEP SCREED 11/2" TO 2 SELF -ADHERED FLASHING SELF -ADHERED FLASHING ABOVE ROOF 1/2" CEMENTITIOUS EXTERIOR DOOR WITH DECK - SECTION ASHEATHING DECORATIVE FINISH CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER ®mrd®° ALL INSIDE AND o./o°� p®® OUTSIDE CORNER ®.� WILL NEED TO BE EXTERIOR MECHANICALLY FASTEN IF RUBBERIZED ASPHALT MITER CUT AND RUBBERIZED CEMENT D1 ACT CAULKED ALL BUTT SHEATHING NEEDED IN CORNERS ADHESIVE ER IN WEATHER RESISTIVE 7/8" CEMENT PLASTER IN • • ��- - WINDOW UNIT BARRIER IN ACCORDANCE WITH ACCORDANCE WITH r to0 JL�O FINISH __- DOOR ROUGH OPENING WOOD FRAME CONSTR. DIVERTER ASTMC926 c SELF -ADHERED FLASHING to 00 �Nrn �0�M FLASHING LM 3/4" 1" BEAD OF CONSTR. BY LAPPING DOWN 0.3 in: 12.0 in L 6 APPROVED WEATHER -RESISTANT ADHESIVE TO BE APPLIED UNDER OVER RIM JOIST AND UP (0.6 cm: 30.5 cm) � MATERIAL W/ METAL LATH IN THRESHOLD OF DOOR AND RETURN WALL BY 6 IN. _ LL2ttf� ** (SEE DETAIL WP07) INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER LAPS PLASTER ACCORDANCE WITH ASTMC1063 UP JAMB 6", USE LIQUID NAIL BRAND ACCORDANCE WITH ASTMC1063 ' SELF -ADHERED FLASHING OR EQUAL WEATHER PROOF CAULKING BLOCK 1ST EXTERIOR SELF -ADHERED FLASHING si ?`" BUILDING PAPER p 1..k INSIDE CORNER SELF -ADHERED FLASHING SEAL TOPS OF JOISTS CEMT. FIN. " UNDER DECKING SUBFLOOR (SEE DETAIL WP07) 31/2" RIM JOIST UNPERFORATED VULCUM CAULK BOTTOM FLANGE 7/8" JOINT ONLY WEEP SCREED MAINTAIN METAL FLASHING 3-1/2" BOTTOM OF UNPERFORATED FLANGE 7/8" WEEP SCREED WEEP SCREED 11/2" TO 2 SELF -ADHERED FLASHING SELF -ADHERED FLASHING ABOVE ROOF 1/2" CEMENTITIOUS EXTERIOR DOOR WITH DECK - SECTION ASHEATHING DECORATIVE FINISH CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER ®mrd®° ALL INSIDE AND o./o°� p®® OUTSIDE CORNER ®.� WILL NEED TO BE EXTERIOR MECHANICALLY FASTEN IF RUBBERIZED ASPHALT MITER CUT AND RUBBERIZED CEMENT D1 ACT CAULKED ALL BUTT SHEATHING NEEDED IN CORNERS ADHESIVE ER IN 7/8" CEMENT PLASTER 7/8" CEMENT PLASTER IN • • ��- - WINDOW UNIT IN ACCORDANCE WITH ACCORDANCE WITH r to0 JL�O FINISH __- OJ ASTMC926 DIVERTER ASTMC926 c SLOPE to 00 �Nrn �0�M FLASHING LM > j N 0.3 in: 12.0 in L 6 APPROVED WEATHER -RESISTANT APPROVED WEATHER -RESISTANT ro �LL� (0.6 cm: 30.5 cm) � MATERIAL W/ METAL LATH IN CEMENT MATERIAL W/METAL LATH IN _ LL2ttf� ** (SEE DETAIL WP07) INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER LAPS PLASTER ACCORDANCE WITH ASTMC1063 ACCORDANCE WITH ASTMC1063 00 co0 SELF -ADHERED FLASHING BLOCK 1ST EXTERIOR SELF -ADHERED FLASHING si ?`" BUILDING PAPER BUILDING PAPER EXTERIOR DOOR WITH DECK INSIDE CORNER CEMT. FIN. INSTALL BOTTOM EDGE OF SLAB WEEP SCREED 1" BELOW FINISH FLOOR TEXTURED PAINTED 7/16" O.S.B. OPTIONAL DETAIL EXTER: WALL FINISH ASPHALT BASED CRICKET AS ROOF CRICKET. � NOTE. ` / BUILDING PAPER ,I ' ' 7/16 O.S.B. MIN: 3:12 SLOPE - - BY PLAN 1P1=01uRGn AT FLASHING CONT -�`, BEHIND FLASHING -rU C DI 111 P11 AI t--% r3A r3C O A A I I"1 SHEATHING SHEATHING WIRE LATH ' KEEP TOP EDGE OF WEEP 777 �..,..;. �. ' METAL SCREED 2" BELOW TOP OF FLASHING BLOCK 31/2" RIM JOIST UNPERFORATED VULCUM CAULK BOTTOM FLANGE 7/8" JOINT ONLY WEEP SCREED MAINTAIN METAL FLASHING 3-1/2" BOTTOM OF UNPERFORATED FLANGE 7/8" WEEP SCREED WEEP SCREED 11/2" TO 2 SELF -ADHERED FLASHING SELF -ADHERED FLASHING ABOVE ROOF 1/2" CEMENTITIOUS EXTERIOR DOOR WITH DECK - SECTION ASHEATHING DECORATIVE FINISH CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER ®mrd®° ALL INSIDE AND o./o°� p®® OUTSIDE CORNER ®.� WILL NEED TO BE EXTERIOR MECHANICALLY FASTEN IF RUBBERIZED ASPHALT MITER CUT AND RUBBERIZED CEMENT D1 ACT CAULKED ALL BUTT SHEATHING NEEDED IN CORNERS ADHESIVE ER IN 3/4 - I DEAD OF CONS TR. INSTALL SELF -ADHERED ASPHALT ADHESIVE ®®® . *®.� JOINTS NEED TO BE ADHESIVE TO BE APPLIED UNDER FLASHING JAMB &HEAD THROUGH SELF -ADHERED ACCORDANCE WITH ®� ®®� . THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING T ER ®°®®® ,p . EMBEDDED IN � AS MC926 OV WOOD . ®®® �'. UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW ° °®®. SEALANT USING 2ND FLOOR1 WP TA EE DETAIL 0) (S OR EQUAL WEATHER PROOF CAULKING . VULCUM CAULK FOR SCORED ALL RELEASE PAPER SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE VERTICALLY FROM ADHESIVE AS SHOWN) 1 BOTTOM OF / THRESHOLD SECTION -A (SEE _I DETAIL WP02) — SELF -ADHERED FLASHING i s. EXTEND MIN. 6" ABOVE • • x -- 6 TO 12" r to0 JL�O FINISH OJ co DIVERTER 6 c to 00 �Nrn �0�M FLASHING LM > j N L 6 oaJM 0 0 ro �LL� 2 1/2" PERFORATED � 6 O�CO CEMENT E _ LL2ttf� ** (SEE DETAIL WP07) INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER LAPS PLASTER 2 N LJ}'tp SHEDDING 00 co0 BLOCK 1ST 3/4 - I DEAD OF CONS TR. INSTALL SELF -ADHERED ASPHALT ADHESIVE ®®® . *®.� JOINTS NEED TO BE ADHESIVE TO BE APPLIED UNDER FLASHING JAMB &HEAD THROUGH SELF -ADHERED ACCORDANCE WITH ®� ®®� . THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING T ER ®°®®® ,p . EMBEDDED IN � AS MC926 OV WOOD . ®®® �'. UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW ° °®®. SEALANT USING 2ND FLOOR1 WP TA EE DETAIL 0) (S OR EQUAL WEATHER PROOF CAULKING . VULCUM CAULK FOR SCORED ALL RELEASE PAPER SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE VERTICALLY FROM ADHESIVE AS SHOWN) 1 BOTTOM OF / THRESHOLD SECTION -A (SEE _I DETAIL WP02) — SELF -ADHERED FLASHING i FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH r r� r° y CAULKING FIGURE 2: WALL FINISH ° x i HOLD EXTERIOR y ..��"" .0 SELF -ADHERED FLASHING FINISH 2 ABOVE ROOFSHINGLE S PER 0 ° R° .I CONTRACT ONTRACT 3 MIN ° SELF -ADHERED FLASHIN ELF -AD R G S HE ED P1 AQ ANG 0 0 R ° ° * INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER <q SHED P Y DING LAPS TgRF s'y� o ° y q ti F � c SELF -ADHERED FLASHING q � SELF ADHERED s qa2, eRq F s FLASHING ING DECK JOIST OUTSIDE COINER < oo f oEc� q ° BOOs\o°`� qYq ��5, 2 P a No�R\ r tool ,\ 4 �Np\ PP ooE TYPICAL ROOF TO R�cq otio0�RS� WALL FLASHING DETAIL \A GoA�N�o 3Rp� 11013F 2N° 1ST G° s� M� �\ RAKE METAL zz 29 ASPHALT SEALANT: s. EXTEND MIN. 6" ABOVE 0 1/2" CEMENT PLASTER -- 6 TO 12" FINISH T SPEC'S. 6" HIGH DIVERTER 6 SELF -ADHERED GALV. 'L' FLASHING /— / FLASHING —ROOFING FELT DRIP EDGE 2 1/2" PERFORATED SEAL TOPS OF JOISTS°®® UNDER DECKING INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS CEMENT BLOCK FLANGE 1/2" WEEP ' ®,® SCREED ** (SEE DETAIL WP07) INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER LAPS PLASTER SHEDDING OVER BLOCK 1ST SELF -ADHERED FLASHING SELF -ADHERED FLASHING R FLOOR EXTERIOR DOOR WITH DECK INSIDE CORNER INSTALL BOTTOM EDGE OF SLAB WEEP SCREED 1" BELOW FINISH FLOOR TEXTURED PAINTED OPTIONAL DETAIL EXTER: WALL FINISH ASPHALT BASED CRICKET AS ROOF CRICKET. � NOTE. ` / SPECIFIED SEALANT 6 X 18 H GALV. MIN: 3:12 SLOPE - - BY PLAN 1P1=01uRGn AT FLASHING CONT -�`, BEHIND FLASHING -rU C DI 111 P11 AI t--% r3A r3C O A A I I"1 FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH r r� r° y CAULKING FIGURE 2: WALL FINISH ° x i HOLD EXTERIOR y ..��"" .0 SELF -ADHERED FLASHING FINISH 2 ABOVE ROOFSHINGLE S PER 0 ° R° .I CONTRACT ONTRACT 3 MIN ° SELF -ADHERED FLASHIN ELF -AD R G S HE ED P1 AQ ANG 0 0 R ° ° * INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER <q SHED P Y DING LAPS TgRF s'y� o ° y q ti F � c SELF -ADHERED FLASHING q � SELF ADHERED s qa2, eRq F s FLASHING ING DECK JOIST OUTSIDE COINER < oo f oEc� q ° BOOs\o°`� qYq ��5, 2 P a No�R\ r tool ,\ 4 �Np\ PP ooE TYPICAL ROOF TO R�cq otio0�RS� WALL FLASHING DETAIL \A GoA�N�o 3Rp� 11013F 2N° 1ST G° s� M� �\ RAKE METAL zz 29 ASPHALT SEALANT: EXTEND MIN. 6" ABOVE 0 FLASHING - -- 6 TO 12" PER PLAN T SPEC'S. 6" HIGH DIVERTER 6 FLASHING GALV. 'L' FLASHING /— / TYPICAL. —ROOFING FELT DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL „ � LINE VALLEY BY CENTERING 36" WIDE DRIP EDGE --14" 5 2 EAVES CERTAINTEED WINTERGUARD FIRST STARTER SHINGLE WATERPROOFING SHINGLE 7' UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK, THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE 1S USED, OR TO USE IN 5TH ABOUT 3/4 IF NO DRIP EDGE IS COURSE USED. EMBED EACH SHINGLE IN A 2" DO NOT NAIL WITHIN 6" WIDE STRIP OF ASPHALT. VALLEY CENTERLINE RAGING CEMENT. CUT 2" DIAGONALLY OFF ROOFING SYSTEM IS CERTAINTEED LANDMARK TIL UPPER CORNER OF OR AR ASPHALT SHINGLES MANUFACTURED BY TRIMMED SHINGLE CERTAINTEED CORPORATION. \ CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE 1" REMOVE FIGURE 4: VALLEY DETAIL 1" NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. ROOF PER PLAN 61J t_ /ti TYPICAL ROOF TO - L sq�o WALL FLASHING DETAIL PLAN VIEW A��,N,F" ti TYPICAL VALLEY THESE DETAILS ARE GENERIC AND MEANT 56 FLASHING DETAIL TO SHOW GENERAL FLASHING AND , F LASHING DETAILS WATERPROOFING METHODS TO BE USED. N.T.5. 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS°CAM 11 n)h-b4VER_ _.. Al< o •� * ,� ��, ,�� as O III9@ - 1 4P �rI r�rr�rwra�l�u��nn�i 1989 0 I 1" NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. ROOF PER PLAN 61J t_ /ti TYPICAL ROOF TO - L sq�o WALL FLASHING DETAIL PLAN VIEW A��,N,F" ti TYPICAL VALLEY THESE DETAILS ARE GENERIC AND MEANT 56 FLASHING DETAIL TO SHOW GENERAL FLASHING AND , F LASHING DETAILS WATERPROOFING METHODS TO BE USED. N.T.5. 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS°CAM 11 n)h-b4VER_ _.. Al< o •� * ,� ��, ,�� as O III9@ - 1 4P �rI r�rr�rwra�l�u��nn�i 1989 UKAM rAULI INItMt'ltK VUt'LGX 0UILkl f. HALF-SWITCHED DUPLEX OUTLET SPECIAL PURP08E OUTLET DUPLEX OUTLET IN FLOOR WALL 220 VOLT OUTLET W.P. MNT. WALL SWITCH GF.I. _t3 TWREE-WAY SWITCH _t4 FOUR-WAY SWITCH D DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE SD SD WALL MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNT RECESSED INCANDESCENT LIGHT FIXTURE AT V-8" - LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT / #En FLUORESCENT LIGHT FIXTURE 4 ROUGH -IN EXHAUST FAN FOR OPT. LIVING ROOM EXHAUST FANLIGHT COMBINATION FAN/LOT ��% ' ® © MHT. AT b0" © ELECTRIC DOOR OPERATOR (OPTIONAL) MASTER SUITE (G.C. VERIFY WTD cH CHIMES (OPTIONAL) [D PUSHBUTTON SWITCH (OPTIONAL) CARBON MONOXIDE DETECTOR UP TO so FAN/ LIGHT SMOKE DETECTOR 4 sn SMOKE / CARBON MONO. COMBO DETECTOR Ih ! I d TELEPHONE (OPTIONAL) TELEVISION (OPTIONAL) l THERMOSTAT ELECTRIC METER -oft ELECTRIC PANEL HORIz. M. BATH M MAKE-UP I "' DISCONNECT SWITCH LIGHTS I M ® SPEAKER (OPTIONAL) PENDANT c 1> ROUGH -IN FOR OPT. CEILING FAN (VERIFY uJ LOCATION) <1 CEILINGOUNTEDINCANDESCENT LIGHT FIXTURE W/ I I----- G J ROUGH-INFOR OPT. CEILING FAN .. W.P. I NOTES CH (VERIFY) 1. PROVIDE AND INSTALL GEM FAULT CIRCUIT -INTERRUPTERS (G,F.I.) AS INDICATED DINING ROOM ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. o I UP TO 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE F _ _ _A FOLLOWING HEIGHTS A50YE FINISHED FLOOR -1 F 220 v.SWITCHES...42i1 L _ Q; CxF.I. ;Q TELEPHONE ... 1411(UNLESS ABv COUNTERTOP) fl/ I 0 TELEVISIOR ..14" GF.I, �O GF.L F.I. UTI- M — I 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER (- SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE Q,AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. HORIZ. GF.I. MICROWAVE MAKE-UP I / �,_ top OUTLET +14" 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING LIGHTS KITCHEN 220 V. ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOM5, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL INQUIRE A COMBINATION TYPE AF.C.I. PENDANT DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 / (VERIFY / / �, \ ��O✓ 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY PWDR D I LOCATION)/ROOMS SHALL BE GFC.I. PROTECTED (GRI), / 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL �— - ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.P.A. 70, NE.C.2011, FB.C.R - 5TH GF.I. A/C EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. DISCONN. , ENTRY r — — — , 1. EVERY BUILDING HAVING A FOSSIL-FUEL-BURNlN6j HEATER OR APPLIANCE, GF.I. WH. I I FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON Q GF.i. s AT 48' I I MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING Q, AT 411 I I PURPOSES. LIGHT AND SWITCH 0 L PUSHBUTTON FOR IN ATTIC— W.P. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER ICOM THE BUILDING WIRING WHEN G.D. OPENER f — Gf.I. SUCH WIRING 15 SERVED FROM THE LOCAL POWER UTILITY. 8UCH ALAF416 SHALL HAVE WP' I �I BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE I GF.L 1,18TEp OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. GARAGE / GF.I. LIGHT I FIXTURE 150 AMP. ELEC. ELEC. 4/0 ALU. CABLE GF.I. CLG. OUTLET PANEL METER FOR G.D. OPENER WP. MAIN DISCONNECT METER A/C ------------ _.._.._ --.__ � GF.i, COMBO SQUARED DISC. r - -- .I. INSIDE LIGHTS AND O 94 AND 012 �UTLETTS 0 WPIGPFOR REFER TO FLOOR \ I I T.Ufj- SERVICE PLAN FOR NOTED MAIN DISC. PANEL AMPS. REQUIRED 10 COPPER TO WATER HEATER uNgE11GROUNO +"8 COPPER TO RANGE SERVICE BY l, X • �1 w (03 i1i; I DAVIS BEWS DESIGN GROUP Lo C Q O �0 1 - -� EST. 1994 0 _j co M i .2 co em N r >_ >�N L Lm 0 LL • Ip0 ro= ~ av�h .� `6 m E iL— CDe 'N co Z _J 0 Oco c 4 ZccllC'C TRACK LIGHT / #En FLUORESCENT LIGHT FIXTURE 4 ROUGH -IN EXHAUST FAN FOR OPT. LIVING ROOM EXHAUST FANLIGHT COMBINATION FAN/LOT ��% ' ® © MHT. AT b0" © ELECTRIC DOOR OPERATOR (OPTIONAL) MASTER SUITE (G.C. VERIFY WTD cH CHIMES (OPTIONAL) [D PUSHBUTTON SWITCH (OPTIONAL) CARBON MONOXIDE DETECTOR UP TO so FAN/ LIGHT SMOKE DETECTOR 4 sn SMOKE / CARBON MONO. COMBO DETECTOR Ih ! I d TELEPHONE (OPTIONAL) TELEVISION (OPTIONAL) l THERMOSTAT ELECTRIC METER -oft ELECTRIC PANEL HORIz. M. BATH M MAKE-UP I "' DISCONNECT SWITCH LIGHTS I M ® SPEAKER (OPTIONAL) PENDANT c 1> ROUGH -IN FOR OPT. CEILING FAN (VERIFY uJ LOCATION) <1 CEILINGOUNTEDINCANDESCENT LIGHT FIXTURE W/ I I----- G J ROUGH-INFOR OPT. CEILING FAN .. W.P. I NOTES CH (VERIFY) 1. PROVIDE AND INSTALL GEM FAULT CIRCUIT -INTERRUPTERS (G,F.I.) AS INDICATED DINING ROOM ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. o I UP TO 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE F _ _ _A FOLLOWING HEIGHTS A50YE FINISHED FLOOR -1 F 220 v.SWITCHES...42i1 L _ Q; CxF.I. ;Q TELEPHONE ... 1411(UNLESS ABv COUNTERTOP) fl/ I 0 TELEVISIOR ..14" GF.I, �O GF.L F.I. UTI- M — I 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER (- SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE Q,AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. HORIZ. GF.I. MICROWAVE MAKE-UP I / �,_ top OUTLET +14" 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING LIGHTS KITCHEN 220 V. ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOM5, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL INQUIRE A COMBINATION TYPE AF.C.I. PENDANT DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 / (VERIFY / / �, \ ��O✓ 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY PWDR D I LOCATION)/ROOMS SHALL BE GFC.I. PROTECTED (GRI), / 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL �— - ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.P.A. 70, NE.C.2011, FB.C.R - 5TH GF.I. A/C EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. DISCONN. , ENTRY r — — — , 1. EVERY BUILDING HAVING A FOSSIL-FUEL-BURNlN6j HEATER OR APPLIANCE, GF.I. WH. I I FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON Q GF.i. s AT 48' I I MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING Q, AT 411 I I PURPOSES. LIGHT AND SWITCH 0 L PUSHBUTTON FOR IN ATTIC— W.P. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER ICOM THE BUILDING WIRING WHEN G.D. OPENER f — Gf.I. SUCH WIRING 15 SERVED FROM THE LOCAL POWER UTILITY. 8UCH ALAF416 SHALL HAVE WP' I �I BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE I GF.L 1,18TEp OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. GARAGE / GF.I. LIGHT I FIXTURE 150 AMP. ELEC. ELEC. 4/0 ALU. CABLE GF.I. CLG. OUTLET PANEL METER FOR G.D. OPENER WP. MAIN DISCONNECT METER A/C ------------ _.._.._ --.__ � GF.i, COMBO SQUARED DISC. r - -- .I. INSIDE LIGHTS AND O 94 AND 012 �UTLETTS 0 WPIGPFOR REFER TO FLOOR \ I I T.Ufj- SERVICE PLAN FOR NOTED MAIN DISC. PANEL AMPS. REQUIRED 10 COPPER TO WATER HEATER uNgE11GROUNO +"8 COPPER TO RANGE SERVICE BY JOB NUMBER 26002.004 • CAD FILE NAME LOT 112 T3 ISSUED 12-17-15 REVISED ml X • �1 w (03 i1i; I DAVIS BEWS DESIGN GROUP Lo C Q O �0 1 - -� EST. 1994 0 _j co M i .2 co em N r >_ >�N L Lm 0 LL • Ip0 ro= ~ av�h .� `6 m E iL— CDe 'N co Z _J 0 Oco c 4 ZccllC'C JOB NUMBER 26002.004 • CAD FILE NAME LOT 112 T3 ISSUED 12-17-15 REVISED ml POWER COMPANY 04 COPPER TO 5/8" GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL 1989. COACH ELECTRICAL RISER DIAGRAM ��ti TITLE COACH � LIGHT c MAIN FLOOR ELECTRICAL LIGHT �� '� NOPE: s4jvp PLAN ELECTRICAL MATERIALS AND INSTALLATIONS SHALL o GO�IJ - -� _ COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL— ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. rrnE — • SHEET4A • (03 i1i; I DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAk FLORIDA 34677 813 925 .1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER - -� EST. 1994 POWER COMPANY 04 COPPER TO 5/8" GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL 1989. COACH ELECTRICAL RISER DIAGRAM ��ti TITLE COACH � LIGHT c MAIN FLOOR ELECTRICAL LIGHT �� '� NOPE: s4jvp PLAN ELECTRICAL MATERIALS AND INSTALLATIONS SHALL o GO�IJ - -� _ COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL— ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. rrnE — • SHEET4A • ROUGH -IN �! rI-w.r. W&.M 1 1`71 -IN rwvr WWI "^ ,,W I Q.I.. FOR OPT. L\ \ I K)EF.,. GROUND FAULT INTERRUPTER DUPLEX OUTLET FAN/1.IGHT I HALF-SWITCWED DUPLEX OUTLET \ SPECIAL PURPOSE OUTLET \BEDROOM 2 / -1N DUPLEX OUTLET IN FLOOR FOR oPr: ✓i 220 VOLT OUTLET J FANLIGHT $ WALL SWITCH SD 13 THREE-WAY SWITCH F. WORIX. sD � 14 FOUR-WAY SWITCH MAKE - DOWN TO ✓ Ip DIMMER SWITCH LIGHTS crn SWITCHES �}- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE F — — — WALL MOUNTED INCANDESCENT LIGHT FIXTURE BATH 2 I 10� �, ;Q• RECESSED INCANDESCENT LIGHT FIXTURE LIGHT AND "' c. LIGHT FIXTURE WITH PULL CHAIN SWITCH TRACK LIGHT IN ATTIC FLUORESCENT LIGHT FIXTURE LAWP. EXHAUST PAN EXHAUST PAN/LIGHT COMBINATION ( ELECTRIC DOOR OPERATOR (OPTIMAL) ASL r— DISC. /LOFT cH CHIMES (OPTIONAL) ❑ IW j D PUSHBUTTON SWITCH (OPTIONAL) I I — _ ALL © CARBON MONOXIDE DETECTOR sD SMOKE DETECTOR so SMOKE / CARBON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) ,O, TELEVISION (OPTIONAL) (D THERMOSTAT DOIIN TO SWITCH 0 ELECTRIC METER Am ELECTRIC PANEL mv DISCONNECT SWITCH SPEAKER (OP'TIONAI-) NORIX BATH 3 ROUGH -IN FOR OPT. CEILING FAN 4k� MAKE-UP LIGHTS CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING PAN ROUGH -IN �� sD cM FOR OPT. * * , NOTES FAN/LIGHT </ G.C. VERIFY ALL 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GP.1) AS INDICATED I _ _ SMOKE DETECTORS ON PLANS OR A5 ITEM NO.4 AND 5 BELOW INDICATES. TO BE HARD -WIRED BEDROOM 3 * * * * 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE / I FOLLOWING HEIGHTS ABOVE FINISHED FLOOR \ L — — —OUTLETS SWITCHES.... 42. TELEPHONE.. 14" (UNLESS ABV COUNTERTOP) I � TELEVISROK ..14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER 1 SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP, PROVIDE 1 I AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. I I 4, ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, 8UNROOM5, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE A.=.C.1. r I DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 I I I I T L — — - - — _L I 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GF.u. (o. IT THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN r0 ENSURE TWAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N.F.P.A. 10, N.E.C. 2011, FB.CR - 5TH EDITION (2014) AND ALL APPLICABLE LOCAL STANDARDS COPES AND ORDINANCES ° JOB NUMBER 26002.004° CAD FILE NAME LOT 112 TB ISSUED 12-17-15 REVISED X DAVIS BEWS DESIGN GROUP I I 1. EVERY BUILDING WAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, x m FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON r Oo MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING Jp� I PURPOSES. i � 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN OM SUCH WIRING 15 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE I BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE >Lo I I I LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. in LLM I I -------------------------- I , Lol ° JOB NUMBER 26002.004° CAD FILE NAME LOT 112 TB ISSUED 12-17-15 REVISED X DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMW FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. x m G r Oo Jp� i N OM >Lo in LLM 00 OJ CO E. � c ro cy0 f+ 00�� z12° ° JOB NUMBER 26002.004° CAD FILE NAME LOT 112 TB ISSUED 12-17-15 REVISED 1989 • TITLE ° UPPER FLOOR ELECTRICAL PLAN • SHEET • X DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMW FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. EST. 1994 -}- 1989 • TITLE ° UPPER FLOOR ELECTRICAL PLAN • SHEET • SP GENERAL NOTES INDEX OF DRAWINGS FOUNDATIONS METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD Lu H o IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS �C SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95 /o OF , MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM METAL FASTENERS ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL 0 SHEET SHEET TITLE BEARING CAPACITY 2000 PSF AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES TERMITE TREATMENT OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. -- -- 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MINIMUM G50 ZINC COATING S 1 STRUCTURAL NOTES THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE ,a PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT SZ FOUNDATION PLAN (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS (NON -DOT) TREATMENTS. CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE CONSUMER SERVICES. PRESERVATIVE WOOD TREATER. S3 DOWEL PLACEMENT PLAN 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES O ,, OF PRESSURE TREATED WOOD. S4 FIRST FLOOR ERAMING PLAN CAST IN PLACE CONCRETE 1- 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF PREFABRICATED WOOD TRUSSES Q 0 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR S4.1 NOTES & CONNECTOR LEGEND 2500 PSI, A SLUMP OF 4 PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. UPLIFT U CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS S4.2 ROOF FRAMING P LAN U) 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LIJ CONFORMING TO ASTM A-615 GRADE 40. D 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED S5 LINTEL PLAN WWF SHALL BE LAPPED AT LEAST 6 & CONTAIN AT LEAST ONE CROSS WIRE WITHIN TO UPLI.=T FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE 6 .FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. CONNECTORS APPLIED. SD 1 FOUNDATION DETAILS ..THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN REQUIREMENTS FOR REINFORCED CONCRETE ACI 318 LATEST EDITION, ANDS *� q TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES MEMBER AND PLATE SDZ GENERAL DETAILS - AA "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING .SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD „ SD3 GENERAL DETAILS BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24 LAP EXCLUDING BEND 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH r LLI AT EACH END SHALL BE PROVIDED. THE LATEST EDITION OF ANSI TPI 1. =� HAL E 48 BAR DIAMETERS. S D4 GENERAL DETAILS L5 0 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL B 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE MANUFACTURER UNLESS NOTED ON PLANS CENTER TO UPPER 1/3 OF THE SLAB. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF SD5 TWO STORY DETAILS 111911ICe® W 't BOLTS AND THREADED RODS TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY®�®® ®sr®®iP a I ®®o 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O. TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. SD6 TWO STORY DETAILS I' ®cmd.®� _' 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS TRUSS DESIGN LOADS: '®,�,� �r w o FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF TOP CHORD: Lr = 16 PSF a 10 s�.a Z D = ST1 STAIR DETAILS N �-; ,, HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE L 7 PSF (SHINGLE TYPE ROOF COVER) mp 0 OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER)= V� _j 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE DL = 14 PSF (TRUSS OVERBUILD) UP �`® Q BOTTOM CHORD: DL = 5 PSF UPDATES .. s � Cl" OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN ®°. �°.�. �� Q ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MINIMUM FLOOR DESIGN LIVE LOADS: .®�* ®a•� �� ,j A)FLOORS = 40 PSF ®® �°� _j _j MASONRY WALL CONSTRUCTION NUMBER DATE DESCRIPTION®` B) BALCONIES = 60 PSF / 100 PSF (WHEN BALCONY EXCEEDS 100 SQ FT) " � `® 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, C)DECKS = 40 PSF A�10 A[ta CONFORMING TO ASTM C90, W/A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 D)STAIRS 40 PSF CREATED ELEV. A,B & C; A w/LANAI &BONUS PSI (fm = 1900 PSI) E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. 1 5/$/2014 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 MINIMUM FLOOR DESIGN DEAD LOADS: OPTIONS �h A FLOORS = 15 PSF 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1 ) APPLIED TRUSSWAY TRUSSES TO .ELEV B W/EXT y B) BALCONIES = 15 PSF 0 2 4/13/2015 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS LANAI,r SIZE OF 3/8 AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSL �f -, ADDIT L BRACING &BLOCKING PER BCSI 1 &TRUSS MANUFACTURER'S DRAWINGS _ � � :,,.�:,� i� r) 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS . REINFORCEMENT SHALL BE -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA FILLED WITH COARSE GROUT AND GRADE 40 STEEL O a., U o „ 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" U c C)' FOOTING & LINTEL STEEL IS ADEQUATE TOP & BOTTOM OF WALL; REBAR ..a LD @ � FROM EA. END. NOTE. PLYWOOD EDGES @HIP CORNERS REQUIRE MIN 2x4 SYP #2 �i .«,.. POSITIONERS IN MIDDLE OF WALL BLOCKING w/ 3 12d TOENAILS EACH END. rJ 7. REINFORCING STEEL SHALL BE LAPPED MIN. 2 5 U.N.O. _ « TRUSS X BRACING. MIN 2x4 SYP #2 AT ANGLE APPROX. 45' FROM VERT. TO EA. 0{ � a m 8. HOOKS AT THE TOP &BOTTOM OF VERTICAL REINFORCING BARS TO BOND TRUSS MEMBER w/ 3 12d NAILS. SPACE. X BRACING ALONG TRUSS SPAN 10 0 MAX AND � � O @ COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND EQUALLY SPACED FROM END OF TRUSS. X BRACING TO START 20-0 MAX FROM #1 HIP GIRDER AND / OR 4 BAYS AFTER GABLE END BRACING. SEE BCSI-63 SECTIONS 1 2 AND 3 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED O FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. � O 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO DESIGN DRAWINGS. ATTACH W/ 2 O 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST CELLS BELOW. THE USE OF FELT PAPER AS A STOP JS PROHIBITED. ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. ra " 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-63."T" BRACINGMAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS 13, DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR 3 DAYS AND NO ( �^ O WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-B3). CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION 5.11.1 -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W! (2) ADEQUATELY V BRATE THE FILLED CELL W/ W 14. DURING CONCRETE POURS, GC TOI 12d -TOENAILS REQ'D. EXT: SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND o , Z EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE " cn 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 rn BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) 0 1_% � ,,, N WOOD CONSTRUCTION - DESIGN PRESSURES DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3. 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), HANGERS. FIELD REPAIR NOTES SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED EFFECTIVE 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 (GRAVITY 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 THAT 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, EAVE 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 1S 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 2x12'S (SEE GEN. STAIR DETS 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 USED ILO 1/2" J -BOLTS w/ WASHER DRILL & EPDXY CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE 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 HOT -DIPPED J -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 SHALL 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 VALUES AS FOLLOWS: -FOR;CMU OVERHANGING FOUNDATION 41/211, NO FIX IS REQ'D POUR TIEBEAM & VERT. COLUMNS BEAMS STUD CELLS PER PLAN. z z z E = 1,$00,000 Ib/in U.N.O. E = 2,000,000 Ib/in U.N.O. E = 1,500,000 Ib/in U.N.O. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/2", GROUT FILL FIRST (3) COURSESIN RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS 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 11= 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 = Fc j = 900 Fc j = 900 Fc j = 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 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 LINO (LOW HYDROGEN). FILLET WELDS SHALL BE LIVING SPACE IS ABOVE THE GARAGE. 3/1s' LINO. 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 11 BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND (+) VALUE DENOTES PRESSURE AREA (SQ FT) - VALUE DENOTES SUCTION AREA O O 10 (+) 21.2 (+) 21.2 - 22.9 28.3 (+) 20.2 (+) 20.2 20 (-) 22.0 - 26.4 50 (+) 19.0 (+) 19.0 20:$ ; (-) 23.9 100 (+) 18.0 (+) 18.0 - 19.8 - 22.0 GARAGE DOORS 9'-01' x 7'-0" 16'-0" x 7'-0" (+) 18.4 7_17.7 (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM s 5 4 4 ,I 5 5 �%" Pa STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 5th EDITION (2014). WIND SPEED IS BASED ON LINEAR INTERPOLATION FOR THIS SITE. 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS # 16 -3 5 6 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES.; LLC is strictly prohibited. ; FOUNDATION NOTES: w 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE ROUND 70P; TROWELLAPPED MIN. 6" AND SEALED. Q SMOOTH ' PRIME PIPE W/ RUST 2. PROVIDE 3-1/2" CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH PLACED AT MID, DEPTH ON 6 MIL: VAPOR BARRIER ON COMPACTED FILL INHIBITIVE PRIMER (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR .. AND FINISH PER :.. EXCEEDS SPECIFICATIONS SET FORTH IN THE CURRENT CODE. BUILDER DIRECTION 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM 6" SCH. 40 STEEL PIPE ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. o FILLED W/ 2500 psi LAP SPLICES SHALL BE NO LESS THAN 25 ti CONCRETE 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR R PLAN RECESSING DOOR SILLS. SLAB PER Z a 2500 psi CONCRETE 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. 30'-0" BASE FOR ~ t„`: io EMBEDMENT 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE 2 -STORY FTG. TREATED SUB -GRADE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) U PER SPECIFICATIONS CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4” OF THE -4" FIN. FLR *• THICKNESS OF THE SLAB, FILL CUT W/APPROVED JOINT MATERIAL OR 3: LL w MF01 U USE ALTERNATE APPROVED METHOD. �' _ SD1 Q 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY KZ • ■ – COMMUNITY & COUNTY CODES: ■ • - • ■ — -..... - 8. FOUNDATIONS AND SUPPORTS. FOR OUTDOOR MECHANICAL oSYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE c;) MF11 SD1 AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. - 1 BOLLARD DETAIL I � I 9: NO WOOD STAKES PERMITTED IN FOUNDATION. 1 W ■ SCALE: 30'1'-0" 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET SDI FOR ADDITIONAL INFORMATION. GC TO --� DETERMINE STEP LOCATIONS IF REQUIRED b I 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS Lll AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SDI FOR STANDARD ®11191111® o N I I ■ FOOTING STEP DOWN AND CORNER INFORMATION. 04 ■ .°®® � 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITIONS E ° °°., V� ✓®e W SHALL BE ELEVATED A MIN OF 18".CONTRACTOR TO PROVIDE SU �` LL. "*��,j Z Z I _ Q PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION +:; ® 4 o a; Qo U MF01 0 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER®®,� SD1 b I MF01 Q N I COMPACTION;" 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS •� � "' m°`" � � F06 I SD1 FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE ®° Q SD1 ■ PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL O i CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO ✓ °, �® �.� "' J u FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. ■ �� W. „ __ SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, o COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS 111 ` c(I, W M DETERMINED BY ASTM - 1557 ('MODIFIED PROCTOR). „ II N THE FOUNDATION SIZES INDICATED ON THE. FOUNDATION PLAN HAS II ■ BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 0 F_ 10 LL PSF. ,_ „ 3�_ I 15'-4" � 8 5 4 5-2 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO ■ DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE. M F- ,0� - H STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND 4 ( I h-� M N FOOTING SIZES PENDING DEPTH OF STEMWALL: Mo ■ _. -. 0'-0" FIN, FLR FOOTINGSCHEDULE ;CD' O.C. CC) 12"x12„xl2p w/ #5s @” d $ .C. EA. WAY MIN (2) # 5 E.W. SD1 I1 "+ _ 3 1/2" THICK CONC. SLAB W/ 6X6 a) W/1.4 XW/1.4 W.W.F. OVER 6 MIL C VAPOR BARRIER OVER I 2 24"x24"x12, dp w/ #5's @ 6"'6.0.' EA. WAY MIN (4) COMPACTED FILL. F03 2.3 28"x28"x12" dp w/ #5's @ 6"-0.C. EA. WAY MIN (5) # 5"E.W. 2.5 30"x30"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (5) # 5 E.W. o I I o 2.6 32"x32"x12" dp w/ #5,s @ 6", O.C. EA. WAY MIN (6) # 5 E.W. z Z I■„36 x36 x12 dp w/ #5's @ 6” O.G. EA. WAY MIN (6) # 5 E.W. o U) LU _j 0) 3.5 42"x42"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (7) # 5 E.W. O48"x48"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (8) # 5 E.W. 4.5 54"x54"x16" dp w/#5's @ 6" O.C. EA. WAY MIN (9) # 5 E.W. O60"x60"x16" dp w/#5's @ 6" O.C. EA. WAY MIN (10) # 5 E.W. a _j v Q�O'�� SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.). ® INDICATES GROUT FILLED CELL WITH (2) VERT, #5 CONT. FTG. TO TIE BEAM. IJ INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. iZ+ `06 ®J O w 04 ME wZU)_jY' V O 0.5 0 C' c z ,L) 0,6 ao 0WZ'9 c wwco z o a _j v Q�O'�� ^^ Z Z j F - 'W Z O L..J Z 00�aWZO U LLoa. OW2a ��IQ— c Qv� Z 0WN�Q O o V LLG w �w rn 0 ' p �r R06' ■ J06 J06 J05 JOS J04 J04 io ei 0, Nt ` Ln co r. � w Ln ti110 o 0 0 0 0 0 0 0 0 0 0 �UICp�� o4&,, 01�10 qt1i'7-M - #16-356,-x.; 1ST FLOOR FRAMING PLAN_ NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND 1/4„_11_011 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strict) prohibited. p p Y Y BEARING WOOD WALL SCHEDULE TAG STUD SPACING CONNECTION &FASTENERS UPLIFT CAP. (plf) BLOCKING TOP BOTTOM BW1 16" (3)12d TOENAILS OR ENDNAILS (3)12d TOENAILS OR ENDNAILS NO UPLIFT MID -SPAN (3)2X8 SYP#2 BUILT UP STUD COLUMN BW2 16" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN PLATE BW3 16" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. PLATE BW4 1211 (3)12d TOENAILS OR ENDNAILS (3)12d TOENAILS OR ENDNAILS NO UPLIFT MID - SPAN 16d NAILS BW5 12" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN 16d NAILS BW6 12" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160If p 3rd. PT. 1.6d NAILS H5.5x11.25 (3)1.75"x11.25" LVL T Kw/(12) ATTACH KING STUD TO HEADER 8x8:'ABU88 w/(18)16d NAILS & (2)8'EPDXY;ANCHORS w/ MIN. 711 EMBEDMENT 16d NAILS BASE PLATE U.N.O. ON PLANS, 5. ,SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. NAILS& (18)4"x24" TAPCONS HEADER SUPP RT # A KS/KI GSREQD. @ OPENING - SEE PLAN FOR WALL WIDTH OPENING SIZE JACKS @ EA. END KINGS @ EA. END GENERAL BEARING WALL NOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE #2 SPF U.N.O. 3. CONNECTORS ARE TO BE INSTALLED @ EA. STUD U.N.O. 4.IF BEARINGI NOT CALLED OUT CONTACT E.O.R. WALL S O 5. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 6. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 10d TOENAILS. 7. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END. 8. Y2" THREADED ROD w/ MIN 7" EMBED (OR 7" PAST STEP DOWN) USING SIMPSON SET EPDXY. SEE ABOVE FOR SPACING, CENTERED Win TOP F R PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION O OD 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. 9. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REQUIRED IF BRG. WALL IS INDICATED WITH BW1 OR BW4. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOENAILED/ ENDNAILED TO THE PLATE AND THE 2X BASE PLATE CAN BE ATTACHED WITH HARD CASED GUN NAILS AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 10. AT SHEAR WALL LOCATIONS ONLY: NUT AND WASHER @ BASE OF F ADDITIONAL SHEARWALL E ROD REQUIRED. SEE PLAN OR AD O THREADED O Q INFO.'AND`DETAILS.. 11. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR FOR FURTHER REVIEW. OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PR4V TO : HEADER SCHEDULE . U TAG HEADER FASTENERS H2x6 " (2)2x6 #2 SYP w/2 FLITCH PLATE ATTACH KING STUD TO HEADER w/ 6 ( ) O(2)2X6 SYP#2 BUILT UP STUD COLUMN _. 16d NAILS - H2x8 2 w/21" FLITCH PLATE O2x8 #2 SYP 2 ATTACH KING STUD'TO HEADER w/(8) G O (3)2X8 SYP#2 BUILT UP STUD COLUMN _ 16d NAILS - (2)2x10 #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/('10) H2x10 PLATE 16d NAILS H2x12 2 2x12 #2 SYP w/1"z FLITCH O ATTACH KING STUD TO HEADER w41110) NO3-1/2"x7" PLATE 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) OR 5-1/4"x7" LVL COLUMN. 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD T D TO HEADER w/(8) ( ) V O - 16d NAILS H3,5x9.25 (2)1.75"x9.25" LVL H KING STUD TO HEADER w/ 10 ATTACH ( ) 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMAN12ED. 3: CONTRACTOR TO USE ABU BASE CONNECTORS @ SYP SOLID POSTS. AT EXTERIOR CONDITIONS 1.6d NAILS H5.5x11.25 (3)1.75"x11.25" LVL T Kw/(12) ATTACH KING STUD TO HEADER 8x8:'ABU88 w/(18)16d NAILS & (2)8'EPDXY;ANCHORS w/ MIN. 711 EMBEDMENT 16d NAILS BASE PLATE U.N.O. ON PLANS, 5. ,SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. NAILS& (18)4"x24" TAPCONS HEADER SUPP RT # A KS/KI GSREQD. @ OPENING - SEE PLAN FOR WALL WIDTH OPENING SIZE JACKS @ EA. END KINGS @ EA. END V-0" TO T-11" 1 1 4'-0" TO 8'-0" 2 2 STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER -REQ'D SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED WOUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USIN6(2) ROWS OF 10d NAILS @ 12"o.c. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS R•ERSWE: 5. IF MORETHEN (1)KING IS REQ'D. AS PER CHART ABV:"CONTRACTOR'TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDITIONAL KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD "SCREWS. 6. IF HEADER IS NOT SPEICFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD3 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. COLUMN SCHEDULE A O (2)2X4 SYP #2 BUILT UP STUD COLUMN OB 3 2X4 SYP#2 BUILT UP STUD COLUMN O OC (4)2X4 SYP#2 BUILT UP STUD COLUMN O(2)2X6 SYP#2 BUILT UP STUD COLUMN E O (3)2X6 SYP#2 BUILT UP STUD COLUMN F O (2)2X8 SYP#2 BUILT UP STUD COLUMN G O (3)2X8 SYP#2 BUILT UP STUD COLUMN HO 4x4 SYP#2 POST J O 6x6 SYP#2 POST K O 8x8 SYP#2 POST L O 3-1/2"x3-1/2" LVL COLUMN. MO 3-1/2"x5-1/4" LVL COLUMN. NO3-1/2"x7" LVL COLUMN. P O 3-1/2"'x9-1/2" LVLL CO UMN. Q O 5-1/4"x5-1/4" LVL COLUMN. OR 5-1/4"x7" LVL COLUMN. S O 7"x7" LVL COLUMN. T O 3-1/2"x11-7/8" LVL COLUMN. V O - X O - 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 WOLMAN12ED. 3: CONTRACTOR TO USE ABU BASE CONNECTORS @ SYP SOLID POSTS. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS & E" EPDXY ANCHOR w/MIN. 7" EMBEDMENT. 6x6: ABU66 NAILS & w/(12)16d 5s" EPDXY ANCHOR WMIN. 7" EMBEDMENT 8x8:'ABU88 w/(18)16d NAILS & (2)8'EPDXY;ANCHORS w/ MIN. 711 EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS, 5. ,SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. NAIL SCHEDULE 'STANDARD -NAIL GENERAL DIAMETER/ LENGTH N 8d .131" x 21' 10d .148" x 3" 12d ,148.1 x 3" 4 16d .162" x 3111 - 2 NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR' EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED ITIS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE TAG BEAM SIZE CONNECTIONS VALUES VALUES,SPF(Ib) TAG SIMPSON CONNECTOR TYPE TO BEAM: SIMP. HUC48 w/(14)16d NAILS SYP(Ib) (2)2x8 #2 SYP META16 w/(7) 10dx1 „ NAILS OR - WITH 1/211 FLITCH w/(6)10d NAILS & (14)1'x24" 1 7n META20 w/ 7 10d x 1- NAILS O 2 FRAME TO C MU 1450. .1450 ON MASONRY: SIMP. META16 2 META16 OR 2 META20 O O TO POST: SIMP. HTS20 OR LSTA18 SINGLE TOP AND P.T. BASE PLATE LEAVE 1/4" GAP FROM TOP PLATE TO TRUSS 2 (1)ply TRUSS (10)1Od x 11' NAILS FRAME TO CMU (1 )ply 1985 (1)ply 1985 B2x10 �„ (2)ply TRUSS (12) 16d x 12 NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od (2)ply 1900 (2)ply 1900 NAILS & (18)1'x23" TAPCONS H 1 OA w/(1 8)1 Od x 11' NAILS OR H10A 1015 H10A 1340 3 ❑ (2)ply TRUSS H1OA-2 w/(18)1Od x 1z 1„ NAILS FRAME TO FRAME H10A- 2 1070 H10A-2 1245 4 ❑ HTS20 w/(24)1 Od x 11'' NAILS 2 FRAME TO FRAME 1245 1450 TO MASONRY: SIMP, HU410 OR HUC410 w/(10)1Od (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) S) PLATE NAILS& (18)4"x24" TAPCONS OF ALL HARDWARE BEFORE 'INSTALLATION. (2)HTS20 w/(24)1 Od x 11' NAILS 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT TO POST: SIMP. HTS20 OR LSTA18 5 ❑ A EXT LOCATIONS INCLUDE 3 12d TOENAILS (T X LOCA O S L O ) FRAME TO FRAME .2490 2900 6 H2.5A w/(1 0)8d FRAME TO FRAME 535 600 7 ❑ MTS w/(14)1Od x 11" NAILS FRAME TO FRAME 860 1000 10. USE 5/8" GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE A LOCATIONS INCLUDE 3 12d TOENAILS TEXT LOC D ( O ) TO POST: SIMP. HT 2 R 1 S 0 O LSTA 8 THE GARAGE. 8 ❑ MGT w/(22)1 Od E" EPDXY ANCHOR w/SIMP, SET EPDXY MIN. ' FRAME TO CMU 3140 3140 (2)1,75"x11.875" LVL 51 EMBEDMENT 5" OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PR4V TO : NAILS & (18)1"x21' TAPCONS 9 HTT4 w/(18)16d x 2-1" NAILS & 5" EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 TO POST: SIMP. HTS20 OR LSTA18 .SET EPDXY MIN. 7 EMBEDMENT TO BEAM: SIMP. HUC410 w! 18 1 d & ( ) 6 PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS s 10 HGT-2 w/(16)10d NAILS w/$3" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS EPDXY MIN. 5 EMBEDMENT NAILS & (18)4"x24" TAPCONS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF 11 HTSM16 w/(8)1 Od NAILS & (4) 4"x 24" TAPCONS FRAME TO CMU 1020 1175 12HEADER LSTA18 w/(14)10d NAILS TO STUDS- 1110 1235 13 (2)LSTA18 w/(14)1Od NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)1Od NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833pif 928pif 15 T 4 w/ 1 1 NAILS CENTERED EACH STUD LS A2 8 Od O ,STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 ❑ 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 ❑ 18 LTT20B w/(10) 10d NAILS & 5" EPDXY ANCHOR w/SIMPa SET COLUMN TO FTG. 1290 - 1. 300 APPROVAL FROM THE E.O.R. EPDXY MIN. 7 EMBEDMENT PLACEMENT OF ANY TRUSSES 19 D n EPDXY ANCHOR w/ I HTT4 W/(18) 16d x 2-v"NAILS w3s P.z COLUMN TO FTG. 3640 4235 SET EPDXY MIN. 7 EMBEDMENT ROOF SHEATHING TO BE 15/32" OSB WITH SHINGLE 19/32" OSB WITH TILE ( ) ( ) 2 111 HTS2 w/ 24 1 d x 1- NAILS 3 0 0 O ( ) z FRAME T FRAME 3735 4350 AT EXT LOCATIONS INCLUDE (3)12d TOENAILS)0 PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL 21 M / 14 16d SINKERS AND 10 1/4 x2-1/4 TITENS STCM40 W S ( ) ( ) FRAME TO CMU 2420 2800 . 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS GIRDER TO BEAM 9100 4095 „ ALL SHEATHING TO BE MIN. 15/32 O.S.B. AND SHALL E NAILED 1 ROW 3 O.C. N �\ O @ 0 0 STA CONNECTOR TOR NOTES '.. C 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. META16 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP, LSTA18(14) @ 24"o.c. OR 32"o.c.) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. META16, @ 32"o.c. MAX. AND (2) AT EACH CORNER. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H1 OA FOR SINGLE PLY, OR H1 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 EXCEED 535lbs USE 2 H2.5A CONNECTORS. EXCEEDS O 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. b. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS' MANUFACTURER, U.N.O. ON PLAN: 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16`@ EACH MISSED META16 F META16 A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE 2 HTSM16 STRAPS. 'STRAP LOCATION. I DOUBLE ME 6 S ( ) IF UPLIFT IS HIGHER THEN2100lbs CONTACT E.O.R. FOR FURTHER REVIEW, BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS 1, THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. STRUCTURAL ENG: BED/BAD/MARC -------- TO POST: SIMP. HTS20R LS Al ' 0 T 8 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND TO BEAM: SIMP. HUC48 w/(14)16d NAILS ELEVATIONS FOR BEARING HEIGHTS. (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/211 FLITCH w/(6)10d NAILS & (14)1'x24" CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. PLATE TAPCONS 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS ON MASONRY: SIMP. META16 AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ TO POST: SIMP. HTS20 OR LSTA18 SINGLE TOP AND P.T. BASE PLATE LEAVE 1/4" GAP FROM TOP PLATE TO TRUSS TO BEAM: SIMP. HUC410 w/(18)16d & BOTTOM CHORD (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od CONTINUOUS FROM FLOOR TO CEILING. PLATE NAILS & (18)1'x23" TAPCONS 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ON MASONRY: SIMP. META16 ADDITIONAL LOADS: s4i"q TO POST: SIMP. HTS20 OR LSTA18 A) ALL CEILING HUNG SOFFITS AND SOFFITS TO BEAM: SIMP. HUC410 w/(18)16d & WITH CABINETS AS SHOWN ON PLANS. (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP, HU410 OR HUC410 w/(10)1Od 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS PLATE NAILS& (18)4"x24" TAPCONS OF ALL HARDWARE BEFORE 'INSTALLATION. ON MASONRY: SIMP. META16 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT TO POST: SIMP. HTS20 OR LSTA18 EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS TO BEAM: SIMP. HUC410 w/(18)16d & DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. 10 10d NAILS 63,5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY NAILS & (18)41 x24 TAPCONS TRUSSES ON MASONRY: SIMP. META16 N E 6 10. USE 5/8" GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE TO POST: SIMP. HT 2 R 1 S 0 O LSTA 8 THE GARAGE. TO BEAM: SIMP: H UC410 w/(1 8 16d & 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR IDS THIS LAYOUT HAS BEEN 1 (10) 10d NAILS 63.5x11.875 (2)1,75"x11.875" LVL TO MASONRY: SIMP, HU410 OR HUC410 w/(10)"I Od OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PR4V TO : NAILS & (18)1"x21' TAPCONS CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TR 39&SHOP ��®® ON MASONRY: SIMP. META16 DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIE D ( ) TO POST: SIMP. HTS20 OR LSTA18 AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE TO BEAM: SIMP. HUC410 w! 18 1 d & ( ) 6 PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS s a (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL - TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS �� NAILS & (18)4"x24" TAPCONS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF ON MASONRY: SIMP. META16 CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS TO POST: (2) SIMP. HTS20 OR LSTA18 LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. ON MASONRY: O 2 SIMP. META16 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE (3) 1.75"x16"'. LVL ,65.25x16 * NAIL TOGETHER USING (3) ROWS OF 12d NAILS BUILDER TO DETERMINE THE REQUIRED SIZE. 2 751b MIN POINT LOAD SHOULD BE @ 6 O.C. EACH SIDE ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED TO POST:2 SIMP. HTS O OR L TA1 O 2 S 8 AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. ON MASONRY: 2 SIMP. META16 6 B3.5x20 (2) 1.75"x20" LVL THE N. CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. O 0 O * U.N.O. NAIL TOGETHER USING (3) ROWS OF 12d BUILDER NOTE: NAILS @ 6" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x BEAMS TOGETHER USING (2) ROWS OF 12d NAILS @ 12"o.c. (TYP. ONE SIDE) USE 3 ROWS WHEN 2x10 OR LARGER. MIN. 2" FROMP AND T TO N BOTTOM OF BEAM NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 6"o.c. (TYP. ONE SIDE) MIN. 2 FROM TOP AND BOTTOM0 F BEAM 2. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D, (MIN. 4" BRG. EA. END) 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 4. BEAMS ARE NOT T T 0 BE DRILLED OR NOTCHED IN ANY WAY WITHOUT, WRITTEN APPROVAL FROM THE E.O.R. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS STAINLESS STEEL, SILICON BRONZE OR COPPER: THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM'A 153. APA SHEATHING NOTE: 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END WITH. 3O IOdTOENAILS. . FLOOR FRAMING NOTES GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE, IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS IREQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. NAILING SCHEDULE FLOOR SHEATHING TO BE 4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). NAILS: NAILS USED IN ALL FLOORING APPLICATIONS'SHALL`:BE 8d, RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND,12"1N FIELD: NOTES: 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT:; 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BYTHE MANUFACTURER. 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WNDOW'INSTALLATION ALONG WITH DIMENSTIONS NOT SHOWN HERE. Y' NOTES& CONNECTOR LEGEND f ��ILc�iNc (SANFFOF��D i ASSOCIATES, LLC An use duplication, or transfer of these documents without the expressed, written consent f COPYRIGHT MCD 2014. The information cont In d i #his document Is copyrighted and Is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR & ASSOC S, y dup p tt co se t o MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC Is strictly prohibited. , , 1/4"=11-011 35.15 w Q 0. y4 z O , U W W A� UJ 0191!111/!®®® ui 0 R r pty� N Q W U.�0go V �p LL W �o Z Z U LL �- O U, O o w z �- :O iI o r z I-Lol U1o 41 M Q 01 x as ' um, o ■ Oo Z , CD cUrod ' U Wr. . 0' z -Q w °' 'r� E W _o 06 �w -+� c Z CDQ O Z,(.) P 0;,(.D � . Qw ar ' z Oz N I- fn J�co- W :) < z;a v c rrnn Z z F- . 0 1- � l V ;w u.1 y Z =)u): F- z O ¢Qw,z0 W cam. (> LL' 2 a o o .. Q cn Ujr^ I- LL�NJ O V, Z O w C4 , J •aO U W F- f LLJ O W 2' Z -M..1 co Lj C] 0 1 r .Q d > S 0 0w0 O Im Im ~ 0 F- &A.. UJ mow® = :' 0 F-• a F-� A O ROOF NOTES: 1, THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. STRUCTURAL ENG: BED/BAD/MARC -------- 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND DRAFTING: ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. QC CHECK: 1 C" 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS JOB No.T M - 2151520 AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ SINGLE TOP AND P.T. BASE PLATE LEAVE 1/4" GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD SCALE: AS INDICATED 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE DATE: CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: s4i"q A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 01 r� 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS i OF ALL HARDWARE BEFORE 'INSTALLATION. 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY TRUSSES 10. USE 5/8" GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR IDS THIS LAYOUT HAS BEEN 1 PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PR4V TO : CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TR 39&SHOP ��®® DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIE D ( ) AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS s a SHOP DRAINS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR I TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS �� NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. 2 751b MIN POINT LOAD SHOULD BE ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER THE N. CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. O 0 O BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT --STOP-- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES NAILING SCHEDULE: ROOFS: ROOF SHEATHING TO BE 15/32" OSB WITH SHINGLE 19/32" OSB WITH TILE ( ) ( ) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 8" O,C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. TALL SUPPORTED EDGES AND 12" O.C. IN FIELD. SHEATHING TO BE PLACED WITH.LON9, DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT ATPITCH CHANGE LOCATIONS. PLY CLIPS TO BE SPACED NO MORE THAN 24 O.C. GA BLE E NDS: „ ALL SHEATHING TO BE MIN. 15/32 O.S.B. AND SHALL E NAILED 1 ROW 3 O.C. N �\ O @ ATT P PLATE 1 ROW AT TT PLATE F V1/ALLO.C.A OTHER Q LA AND O BOTTOM O 6 0 C ALL O ER EDGES AND 6 IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. EXTERIOR WALLS: SEE WF10/SD4 FOR MORE INFO. 7 ,f NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS HAL1'BE 8d RING SHANK NAILS, ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS' FORPRESERV- ATIVELY TREATED WOOD SHALL BE HOT -DIPPED ZINC-COATEb- GALVANIZED STEEL EA 0 , STAINLESS STEEL, SILICON BRONZE OR COPPER: THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM'A 153. APA SHEATHING NOTE: 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END WITH. 3O IOdTOENAILS. . FLOOR FRAMING NOTES GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE, IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS IREQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. NAILING SCHEDULE FLOOR SHEATHING TO BE 4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). NAILS: NAILS USED IN ALL FLOORING APPLICATIONS'SHALL`:BE 8d, RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND,12"1N FIELD: NOTES: 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT:; 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BYTHE MANUFACTURER. 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WNDOW'INSTALLATION ALONG WITH DIMENSTIONS NOT SHOWN HERE. Y' NOTES& CONNECTOR LEGEND f ��ILc�iNc (SANFFOF��D i ASSOCIATES, LLC An use duplication, or transfer of these documents without the expressed, written consent f COPYRIGHT MCD 2014. The information cont In d i #his document Is copyrighted and Is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR & ASSOC S, y dup p tt co se t o MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC Is strictly prohibited. , , 1/4"=11-011 35.15 w Q 0. y4 z O , U W W A� UJ 0191!111/!®®® ui 0 R r pty� N Q W U.�0go V �p LL W �o Z Z U LL �- O U, O o w z �- :O iI o r z I-Lol U1o 41 M Q 01 x as ' um, o ■ Oo Z , CD cUrod ' U Wr. . 0' z -Q w °' 'r� E W _o 06 �w -+� c Z CDQ O Z,(.) P 0;,(.D � . Qw ar ' z Oz N I- fn J�co- W :) < z;a v c rrnn Z z F- . 0 1- � l V ;w u.1 y Z =)u): F- z O ¢Qw,z0 W cam. (> LL' 2 a o o .. Q cn Ujr^ I- LL�NJ O V, Z O w C4 , J •aO U W F- f LLJ O W 2' Z -M..1 co Lj C] 0 1 r .Q d > S 0 0w0 O Im Im ~ 0 F- &A.. UJ mow® = :' 0 F-• a F-� A O STRUCTURAL ENG: BED/BAD/MARC -------- DRAFTING: -STRUCT: JV QC CHECK: 1 C" JOB No.T M - 2151520 - SCALE: AS INDICATED DATE: (112/2015 s4i"q 01 r� i b. NOT JU4 EXTERIOR FRAME WALL SCHEDULE T Li (TAYLOR MORRISON) WALLS WITH PLASTER OR STUCCO FINISHES WALL HEIGHT STUD & SPECIES SPACING INTERIOR ZONE SPACING END ZONE 8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX EY_ 9'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 9'-4" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 10'-0" 2x4 SPF #1/#2 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 �* mer = �. ° z z 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 SD5 MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 TUDS ONLY. 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER O UCCO FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. JU4 LIJ „w Li .a qua ULTIMATE WIND SPEED: 139 MPH EXPOSURE. B O EY_ U)/U/�/� 4 w co Lu x will 1 It, �i a c' • �* mer = �. ° z z J05 WS04 's; STRAPS ON BOTH ,�� d �� JU4 Li qua ULTIMATE WIND SPEED: 139 MPH EXPOSURE. B ° - co J05 J05 WS04 's; STRAPS ON BOTH ,�� d �� SD5 u - J06 J06, 0 R 10 R11 R12 0 x � �lo fil R13 co ui I rb 4 A CONTRACTOR TO VERIFY THE GROUT IS LEVEL WITH TOP OF BLOCK FOR PROPER TRUSS/ FLOOR SYSTEM BEARING (MIN 3") z J w d 0 FU r z O 18'-8" 0 142/0 59810 1114/0 1468/0 1. fc PRECAST LINTELS =3500 PSL W a ' ° 20'-0' 0 180/0 598/0 1024/0 1441/02. fc PRESTRESSED LINTELS = 6000 psi, 20 -8 0 ' 145/0 560/0 ' 981/0 1376/0 11 11 11 0 •° ° ' ' ° °• 3 GROUTED PER ASTM C476 f - 3000 si W/ MAXIMUM 3/8 AGGREGATE AND 8 TO 11 SLUMP .4. d_ �,, °_ _„ 4. ,�,,,._,_ a°4'� : a. •,,_ - i, _ °_. _ _ _ d 14'-0" 0 292/0 1160/0 1660/0 2439 / 0 w TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL 11 3 -4 1006 1663/1349 5365/1999 7342/3123 10000 /4249 NO SHEAR WALL T OPENING AT CORNERS PRECAST "U" METAL LATH OR L SEGMENT 17/8 PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE 1_ ° 16 0 0 284/0 950/0 1379/0 1997/0 MATERIALS 18'-011 0. 211/0 750/0 ...1177/0 1676/0 '_ �� 4 0 860 1651 / 1349 5365/1999 7342/3123 10000 / 4249 18 °.'`° PROVIDE LINTEL W/3000 WIRE SCREEN <. 3 LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING -; APPROVED LINTEL MANUFACTURERS: ; ° 31/8 cn BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN, 25 33/4 7 151/2 30 #6 33/4 STANDARD #5 psi CONC. PER OVER COURSES ° 81/16 APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE CASTE -CRETE, QUALITY, AND LOTTS #7 LU 19 13/16 16 1/2 35 ° ° a .. °. 42 REBAR HOOK BARN LAP LINTEL PLAN. IF NOT REQ'D TO Q „ a . ° a OTHER BARS INTO REBAR IS BE FILLED. TYPICAL TRUSS ANCHOR PER PLAN STANDARD LINTELS STANDARD STANDARD LINTEL NOTES 1 D I.• a ENGINEERING LETTER. IF SMALLER LINTEL IS INSTALLED CONTACT OR FOR N L EAPPROVAL. Z Na CORNER AS REQ'D INDICATED IN (SHEET METAL & ' , CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24-1B/8F24-0B 8F32-1B/8F32-0B 5'-2" 570 1232/1232 3480/2580 .8360/3586 8825/4592 .. •: 4 °'d .° .. ,° Q ° ° ° a • I. dry' S. (*) ANY LINTEL DEEPER THAN 32'" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ` LINTEL,#5 TO BE .; PAPER FELT ; 10 HOOK — PROVIDE SCREEN WHEN BLOCK BELOW IS 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: 6'-2" 488 991/991 2661/2143 5681 /2698 6472/3685 ° ° ll f c N r, " I HOOKED INTO PROHIBITED) }a I; NOT REQUIRED TO BE FILLED w 354 726/699 1843/1625 3486/2255 6205/2885 ADEQUATE FOR THE LOADS. CK - - _- - 9'-2" 315 618/535 1533/1247 2781 /1946 4754/2489 SIDE VERTICALS' 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. > " �' ' � 1 . STANDARD 90 DEGREE HOOK 10'-8" 277 492 / 352 1254 / 1132 2193 / 1567 3552 / 2003 2'-811 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. �` • .• -7 • . �. °�=: aY 3'-2" 1217 2165 / 1969 6113/2931 8672 / 4576 10000 / 6224 " BEARI EA END 8 NG ROUGH OPENING PER PLAN o. d ' 4 STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) 11'-2" 255 471/352 1075/1075 1838/1567 2883/2003 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECS, MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS 18'-8" 0 142/0 59810 1114/0 1468/0 1. fc PRECAST LINTELS =3500 PSL W a ' ° 20'-0' 0 180/0 598/0 1024/0 1441/02. fc PRESTRESSED LINTELS = 6000 psi, 20 -8 0 ' 145/0 560/0 ' 981/0 1376/0 11 11 11 0 •° ° ' ' ° °• 3 GROUTED PER ASTM C476 f - 3000 si W/ MAXIMUM 3/8 AGGREGATE AND 8 TO 11 SLUMP .4. d_ �,, °_ _„ 4. ,�,,,._,_ a°4'� : a. •,,_ - i, _ °_. _ _ _ d 14'-0" 0 292/0 1160/0 1660/0 2439 / 0 w TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL 11 3 -4 1006 1663/1349 5365/1999 7342/3123 10000 /4249 NO SHEAR WALL T OPENING 1111 TYPi AL SHEAR WA L SEGMENT 17/8 41/4 7 1_ ° 16 0 0 284/0 950/0 1379/0 1997/0 MATERIALS 18'-011 0. 211/0 750/0 ...1177/0 1676/0 '_ �� 4 0 860 1651 / 1349 5365/1999 7342/3123 10000 / 4249 18 °.'`° ,° '4 a :. <. 3 .: ° : Q ; ° ; ° 31/8 cn BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN, 25 33/4 7 151/2 30 #6 33/4 181/16 14 30 ° 81/16 181/2 36 #7 m' 19 13/16 16 1/2 35 ° ° a .. °. 42 REBAR INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT „ a . ° a 11 4 -6 710 1423/1105 4360/1631 6036/2549 8328/3470 4 a. I Jd .. 1 I.• a ENGINEERING LETTER. IF SMALLER LINTEL IS INSTALLED CONTACT OR FOR N L EAPPROVAL. Z ' , 5'-2" 570 1232/1232 3480/2580 .8360/3586 8825/4592 .. •: 4 °'d .° .. ,° Q ° ° ° a • I. z a S. (*) ANY LINTEL DEEPER THAN 32'" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS '- 6'-2" 488 991/991 2661/2143 5681 /2698 6472/3685 ° ° ll f c N 7'-0" 416 752 / 699 1843 / 1625 3486 / 2602 6390 / 3302 " I a p }a I; z w 354 726/699 1843/1625 3486/2255 6205/2885 ADEQUATE FOR THE LOADS. CK 9'-2" 315 618/535 1533/1247 2781 /1946 4754/2489 N ;° � 6. G.C. TO VERIFY ALL LINTEL DIMS 1N FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY T WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 0 W > " �' ' � 1 . 10'-01, 292 567/454 1366/1277 2423/ 1770 4006/2263 10'-8" 277 492 / 352 1254 / 1132 2193 / 1567 3552 / 2003 �` • .• -7 • . �. °�=: ROUGH OPENING PER PLAN o. d ' 4 STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) 11'-2" 255 471/352 1075/1075 1838/1567 2883/2003 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECS, MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS d ° . d ° „ 2 12 0 39 418 / 297 1075/1045 1838/1446 2883/1848 121-8110 369/261 1002/984 1697/1361 2630/ 1738 a #5 DIA. REBAR 13'4" 0 328/0 1234/0 1779 / 0 2662 / 0 d 18'-8" 0 142/0 59810 1114/0 1468/0 1. fc PRECAST LINTELS =3500 PSL W a ' ° 20'-0' 0 180/0 598/0 1024/0 1441/02. fc PRESTRESSED LINTELS = 6000 psi, 20 -8 0 ' 145/0 560/0 ' 981/0 1376/0 11 11 11 0 •° ° ' ' ° °• 3 GROUTED PER ASTM C476 f - 3000 si W/ MAXIMUM 3/8 AGGREGATE AND 8 TO 11 SLUMP I. ° GRADE 60 ... BEND 0 - ° n LENGTH d 14'-0" 0 292/0 1160/0 1660/0 2439 / 0 "A" : 4-j°' NO SHEAR WALL T OPENING 1111 TYPi AL SHEAR WA L SEGMENT 17/8 41/4 7 1_ ° 16 0 0 284/0 950/0 1379/0 1997/0 MATERIALS 18'-011 0. 211/0 750/0 ...1177/0 1676/0 9 1 /4 18 #4 21/2 a 91/2 20 3 .: 121/2 24 #5 31/8 7 113/4 25 33/4 7 151/2 30 #6 33/4 181/16 18'-8" 0 142/0 59810 1114/0 1468/0 1. fc PRECAST LINTELS =3500 PSL W a ' ° 20'-0' 0 180/0 598/0 1024/0 1441/02. fc PRESTRESSED LINTELS = 6000 psi, 20 -8 0 ' 145/0 560/0 ' 981/0 1376/0 11 11 11 0 •° ° ' ' ° °• 3 GROUTED PER ASTM C476 f - 3000 si W/ MAXIMUM 3/8 AGGREGATE AND 8 TO 11 SLUMP 8" x 8" x 16" CMU U.N.O. 221-811 0 110/0 450/0 824/0 1147/0 J- p cit RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE x INDICATES FILLED CELL FROM FTG. TO TIE _ _ STRENGTH = 1900 PSL a ®`wo+ll 11 _qAF_ �//I',- BEAM w d CLEAR OPENING 8R6 1B/8R6 OB 8R14 1B/8R14 OB 8R22 16/8R22 OB /® n_ o BEAM w/ 1 #5 BAR W/ 3000 psi CONC. SEE 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE �r ®® r 4 . ' F p 2 4 1694 / 1694 3725/ 3280 5499 / 5421 a®f MD08/S5 FOR LAP INFO. w® r W d a' :: 2 -8 ` 1425 / .1425 3343 / 3280 4933 / 4933 6. 27Q LOW RELAXATION. 7/32 WIRE PER ASTM A510. �, ®. �,, ®R*� �� w � ° I PROVIDE CLEANOUT OPENING GROUT 3'-0" 1230/ 1230 2769 / 2769 4085 / 4085 rr� C3 &� m z Z �,. I. GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH d "A" : 4-j°' NO SHEAR WALL T OPENING 1111 TYPi AL SHEAR WA L SEGMENT 17/8 41/4 7 15 ` ; 2 1 /4 4.1 /4 9 1 /4 18 #4 21/2 a 91/2 8" x 8" x 16" CMU U.N.O. 221-811 0 110/0 450/0 824/0 1147/0 J- p cit RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE x INDICATES FILLED CELL FROM FTG. TO TIE _ _ STRENGTH = 1900 PSL a ®`wo+ll 11 _qAF_ �//I',- BEAM w d CLEAR OPENING 8R6 1B/8R6 OB 8R14 1B/8R14 OB 8R22 16/8R22 OB /® n_ o BEAM w/ 1 #5 BAR W/ 3000 psi CONC. SEE 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE �r ®® r 4 . ' F p 2 4 1694 / 1694 3725/ 3280 5499 / 5421 a®f MD08/S5 FOR LAP INFO. w® r W d a' :: 2 -8 ` 1425 / .1425 3343 / 3280 4933 / 4933 6. 27Q LOW RELAXATION. 7/32 WIRE PER ASTM A510. �, ®. �,, ®R*� �� w � ° I PROVIDE CLEANOUT OPENING GROUT 3'-0" 1230/ 1230 2769 / 2769 4085 / 4085 rr� C3 &� m z Z �,. FILLED CELL AND REBAR (TYP). MORTAR S-4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE E JOINTS SHOULD NOT BE CUT 4'-4" 846/833 2121/1716 3127/2839 toy U r-. 51_411 664/572 1761/1761 2595/2595 LINTEL F = FILLED WITH GROUT _ SEE FOUNDATION FOR FOOTING 6'-4" 626/434 1539/1539 1329/2267 MARK REQUIREMENTS U = UNFILLED R = RECESSED - „ QUANTITY OF #5 REBAR o w 7 -4 4$0 / 322 1334 / 1334 1964 L 1552 @ " 0 A 8RF6-1 B/1T p BOTTOM OF LINTEL CAVITY ® ®®�� «. ®� J O 8'-4" '4157 235 1152 / 1152 1694 / 1552- 0 8 F 16-1 B�1 T / , P TYPICAL MASONRY CONSTRUCTION g -18� Y ®°1 1111 it" , 0 8F8 1— A TIT SCALE: 3/4"= r -o° 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER QU N Y OF #5 REBAR AT TOP 2 OR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. c _ ) FTO 8RF14 16/1T NOMINAL HEIGHT rsti 0 0 NOMINAL WIDTH �' 8F16-1B/1T TYPE DESIGNATION o41 E 8RF14-0B/1T'` •. O 8F16-0B/1T 1-1/2" CLEAR z c 8F20-1B/1T u O i 0 0 ¢ <` z #5 REBAR AT TOP MIN. O 1 REQ'D o .. O 0 8F20-0B/1T U ¢ ca z C.M.U. `- , 8RF22-1 B/1 T °D g GROUT -7 z #5 REBAR AT BOTTOM OF LINTEL v� �C Q U ,,. CAVITYZ,+:'�`�` L - BOTTOM REINFORCING PROVIDED (� T F WALL AND LINTEL INFO O SEE PLAN FOR OPO L 8RF22 OB/1T 7-5/8" ACTUAL ' -' � IN LINTEL (VARIES) +a M 8 NOMINAL WIDTH - • 8F 4- , 2 .. , 0 B 4 . /1T x ... FILLED' ,..... ... ..LINTEL PER PLAN .. •. ,r....A.- .. .. � :....... ,.... ...... ... ...... •... , ; ; y P 8F32-1B/1T ' '1=1-/2" CLEAR , , • O 8RF30OB/1T :.. R - _j O d' TRANSOM OPENING "... Dyj _ #5 REBAR AT TOP MIN. Z O O (1) REQ'D ••.''.: s 0 8F32 -013/1T V ¢ ¢ M. o^ .: .; ... FRAME INFILL AROUI :..; ,, „ ...:: C U ,, z ..: .: SEE FOUNDATION - co o ., rn r WINDOW BY BUILDER >.' r 8F38 1B/1T W ,. 0 UOLLIN SEE WF01/SD2 FOR PLAN FOR FILLED CELL O r� E LO ZL MORE INFO INFO. MIN. (1) ISREQD 0 8F12 1B/1T a. 0tS o ; —Z LL :. -. ON EITHER SIDE'U.N.O. Q 0�:. 4 Ov � BOTTOM REINFORCING PROVIDED Z8F40 =0B/1T 00 7-5/8 ACTUAIN LINTEL (VARIES) w,iz 0 lA N C: ,,... 8F8 -0B/1T 8 NOMINAL WIDTH,; J z a 8 „ •, ¢O ab O • cc .•. ;• ,:. . .. 2 2X8 WOOD HEADER ... ..,,.. .. O x UNFILLED ' —� Z 0 Lji OC TURNED SIDEWAYS. ¢ Q Ld .z 0 E U N DS W O.zwwwCJ .., : ,...; chi FIRST. LY 2X8 TO U ; �. .. ,...'.: SAFE LOAD TABLE, �. I-- o MASONRY WALL WI Q c�.a .:, DOOR OPENING = :� Z' I- LL N Sim HUS26 HANGER o W ;p N,� 1. ALL VALUES BASED ON MINIMUM 4 NOMINAL BEARING. EXCEPTION. SAFE LOADS FOR UNFILLED Z w N ¢ - J U i i. @ EA. END.-W/(Ila) 3/16 OX to LINTELS MUST BE REDUCED BY 20% ✓o IF BEARING LENGTH IS LESS THAN 6 _ 1/2 . SAFE LOADS FOR ALL �0 O O 1-3/4 TAPCONS INTO RECESSED LINTELS BASED ON 4 NOMINAL BEARING. I MASONRY &O 4 10d X 1 2. 0 NOT RATED. . 1/2 NAILS INTO HEADER. °• ":,;, . w 3. SAFE LOADS ARE TQTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. 2ND PLY TO 1ST PLY W/ W 11. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR 10d STAGGERED @ 6 O.C.OC� 2 , 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY ETH ESIGNER BY PROVIDING 4 G � ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL... AD'O LINTEL W/ TRANSOM DETAIL - 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8 LINTELS ONLY. __ SCALE: 3/arl -V-0" �, 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY -� C CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF 541 SUPPORT. . REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) I. GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH d "A" : 4-j°' 1111 "D" "A" 1111 RIC IIC11 d. '44° #3 17/8 41/4 7 15 ` ; 2 1 /4 4.1 /4 9 1 /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 33/4 181/16 14 30 ° 81/16 FILLED CELL AND REBAR (TYP). MORTAR S-4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE E JOINTS SHOULD NOT BE CUT 4'-4" 846/833 2121/1716 3127/2839 toy U r-. 51_411 664/572 1761/1761 2595/2595 LINTEL F = FILLED WITH GROUT _ SEE FOUNDATION FOR FOOTING 6'-4" 626/434 1539/1539 1329/2267 MARK REQUIREMENTS U = UNFILLED R = RECESSED - „ QUANTITY OF #5 REBAR o w 7 -4 4$0 / 322 1334 / 1334 1964 L 1552 @ " 0 A 8RF6-1 B/1T p BOTTOM OF LINTEL CAVITY ® ®®�� «. ®� J O 8'-4" '4157 235 1152 / 1152 1694 / 1552- 0 8 F 16-1 B�1 T / , P TYPICAL MASONRY CONSTRUCTION g -18� Y ®°1 1111 it" , 0 8F8 1— A TIT SCALE: 3/4"= r -o° 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER QU N Y OF #5 REBAR AT TOP 2 OR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. c _ ) FTO 8RF14 16/1T NOMINAL HEIGHT rsti 0 0 NOMINAL WIDTH �' 8F16-1B/1T TYPE DESIGNATION o41 E 8RF14-0B/1T'` •. O 8F16-0B/1T 1-1/2" CLEAR z c 8F20-1B/1T u O i 0 0 ¢ <` z #5 REBAR AT TOP MIN. O 1 REQ'D o .. O 0 8F20-0B/1T U ¢ ca z C.M.U. `- , 8RF22-1 B/1 T °D g GROUT -7 z #5 REBAR AT BOTTOM OF LINTEL v� �C Q U ,,. CAVITYZ,+:'�`�` L - BOTTOM REINFORCING PROVIDED (� T F WALL AND LINTEL INFO O SEE PLAN FOR OPO L 8RF22 OB/1T 7-5/8" ACTUAL ' -' � IN LINTEL (VARIES) +a M 8 NOMINAL WIDTH - • 8F 4- , 2 .. , 0 B 4 . /1T x ... FILLED' ,..... ... ..LINTEL PER PLAN .. •. ,r....A.- .. .. � :....... ,.... ...... ... ...... •... , ; ; y P 8F32-1B/1T ' '1=1-/2" CLEAR , , • O 8RF30OB/1T :.. R - _j O d' TRANSOM OPENING "... Dyj _ #5 REBAR AT TOP MIN. Z O O (1) REQ'D ••.''.: s 0 8F32 -013/1T V ¢ ¢ M. o^ .: .; ... FRAME INFILL AROUI :..; ,, „ ...:: C U ,, z ..: .: SEE FOUNDATION - co o ., rn r WINDOW BY BUILDER >.' r 8F38 1B/1T W ,. 0 UOLLIN SEE WF01/SD2 FOR PLAN FOR FILLED CELL O r� E LO ZL MORE INFO INFO. MIN. (1) ISREQD 0 8F12 1B/1T a. 0tS o ; —Z LL :. -. ON EITHER SIDE'U.N.O. Q 0�:. 4 Ov � BOTTOM REINFORCING PROVIDED Z8F40 =0B/1T 00 7-5/8 ACTUAIN LINTEL (VARIES) w,iz 0 lA N C: ,,... 8F8 -0B/1T 8 NOMINAL WIDTH,; J z a 8 „ •, ¢O ab O • cc .•. ;• ,:. . .. 2 2X8 WOOD HEADER ... ..,,.. .. O x UNFILLED ' —� Z 0 Lji OC TURNED SIDEWAYS. ¢ Q Ld .z 0 E U N DS W O.zwwwCJ .., : ,...; chi FIRST. LY 2X8 TO U ; �. .. ,...'.: SAFE LOAD TABLE, �. I-- o MASONRY WALL WI Q c�.a .:, DOOR OPENING = :� Z' I- LL N Sim HUS26 HANGER o W ;p N,� 1. ALL VALUES BASED ON MINIMUM 4 NOMINAL BEARING. EXCEPTION. SAFE LOADS FOR UNFILLED Z w N ¢ - J U i i. @ EA. END.-W/(Ila) 3/16 OX to LINTELS MUST BE REDUCED BY 20% ✓o IF BEARING LENGTH IS LESS THAN 6 _ 1/2 . SAFE LOADS FOR ALL �0 O O 1-3/4 TAPCONS INTO RECESSED LINTELS BASED ON 4 NOMINAL BEARING. I MASONRY &O 4 10d X 1 2. 0 NOT RATED. . 1/2 NAILS INTO HEADER. °• ":,;, . w 3. SAFE LOADS ARE TQTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. 2ND PLY TO 1ST PLY W/ W 11. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR 10d STAGGERED @ 6 O.C.OC� 2 , 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY ETH ESIGNER BY PROVIDING 4 G � ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL... AD'O LINTEL W/ TRANSOM DETAIL - 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8 LINTELS ONLY. __ SCALE: 3/arl -V-0" �, 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY -� C CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF 541 SUPPORT. . REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE "A" 11B" 1111 "D" "A" 1111 RIC IIC11 11D11 #3 17/8 41/4 7 15 ` ; 2 1 /4 4.1 /4 9 1 /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 33/4 181/16 14 30 41/2 81/16 181/2 36 #7 43/8 19 13/16 16 1/2 35 51/4 9 13/16 213/4 42 pa LAP SPLICE r■■ ■ ■ � ■ ■.� ■� ■ ■moi � ■ � 4DO8 REBAR SPLICE DETAIL :: „ ALE: 3/4., = V-3," '-0" SC1 /8"=1 S51 f i COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTH CONSULTING &DESIGN OF WMR &ASSOCIATES LLC An use duplication, or transfer o these documents without the expressed, written consent of MONTH CONSULTING &DESIGN OF WMR &ASSOCIATES LLC is strict) prohibited. p p Y Y p p Y (1) #5 FROM FTG. TO TIE BEAM SPLICE TO BE MIN. 25" GROUT CELL SOLID MASONRY WALL — SEE PLAN CONCRETE SLAB PER FOUNDATION PLAN (2) #5 BARS CONT. W/ 3" COVER TYP. _ ISI (1) #5 FROM FTG. TO TIE BEAM SPLICE TO IF BRG. WALL ABOVE- HOLD BRIG WALL +; BACK 2x BRG-WALL PER 2x BRG WA W " 1/2" J -BOLT W/ MIN. 6" LL PER �� BE MIN. 25 GROUT �'! SO GYP FINISH IS PLAN AND BEARING 1 PLAN AND BEARING F - �, PAST DEEPEST STEP FLUSH w/ FOUNDATION Y CELL SOLID' WALL SCHEDULE Q �I REQ'D WALL SCHEDULE MASONRY WALL ° W MIN 4" BELOW °I SEE PLAN I� CONC. SLAB PER (1) #5 CONT, w/ 1-1/2 'w I� > FOUNDATION PLAN COVER TYP. 1-1/2" COVER TYP. CONC. SLAB PER CONCRETE SLAB PER W21/4'• I __ -------- Al- - x I z CONCRETE SLAB PER FOUNDATION PLAN CONC. SLAB PER 7 Ig FOUNbATION PLAN gco I > g FOUNDATION PLAN z w FOUNDATION PLAN I' °- W g z 2x PT SILL PLATE 2x P.T. SILL PLATE .a VARIES Q�;,. W a a a _ ° SEE PLAN 4 w , a. ° d .-0 - ••dna d. ° a Qm qa.'. 9. d° a d GRADE " — — d•. ° I ° — I ° 4 G DE z w ° < 45Ed _ _ �. I • _ — °aI _....._ z I �I_ I —�- _I__ a ---I o ° _ p — o� a a e' d ....'' ° 7A, _ �I IS1=1 SI d. , :a .. I w II• Z°—Id "; ..,.. I I>- wQ—�II—III_�_�—_I - I I—I I- _ I.a . �� d IV p ,.�.... a 4. .a' ..... O. = � I I i I I --•- I I I u— n I � o ¢ IL I I— _ M o — I 1-1_—�i– =1 I I I_I I I I I_I I I I i— _----_.. I I a ,1111 III. I IVI I 1=1 I �1=111- - i—► —III III-► I I mm= � Q _III , (2) #5 BARS CONT. � I—I — — 1 I ._.11 I I— = CLEAN COMPACTED 11 I I I I + 3�' COVER CLEAN W/ 3" COVER TY I `� I 16 W COMPACTED P• 3 COVER FILL 95% ST 01 w 8,1 ,1 @ STANDARD 8 0 FILL @ 95% STANDARD CLEAN COMPACTED >O lo 1'-4" 1,-411 DENSITY FILL o (2) #5 BARS CONT. w/ 3 CLEAN COMPACTED DENSITY @ 95 /o STANDARD U' ,1 11 0 (2) #5 BARS CONT. w/ 3" CLEAN COMPACTED DENSITY COVER TYP., AT 8 8 FILL @ 95 /o STANDARD (2) #5 BARS CONT. w/ 3 "' DENSITY COVER TYP.; AT FILL @ 95%STANDARD 2 -STORY COND. (3) #5 TY 2 -STORY COND. 3 #5 DENSITY COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO ( ) WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG AR , SHALL BE V-4" WIDE w/(3) #5 BARS SHALL BE V-4" WIDE W/(3) #5 BARS 2 -STORY GOND. (3) #5 FILL 95% STANDARD BARS REQ'D & FTG TO O @ BE 20 WIDE BE 20" WIDE _ BARS REQ'D &FTG TO DENSITY ;.. • ' BE 20" WIDE � W TYPICAL EXTERIOR FOOTING FO TYPICAL GARAGE CURB FOOTING_ FO NON BEARING SLAB STEP DOWN FO DOUBLE STEP FOOTING®�wariwaea/, FO BEARING SLAB STEP DOWN FO FOOTING AT INTERIOR BEARING r+< 3/41I=1' -0'f 3/4"=V-0" 3/4 11 A �� ® =1 -0 • OPT. MASONRY CURB 3/4"=1'-0" �� ••a®®,®� s��i✓ d @ LL04 V. 0 0 w/ (1) #5 CONT. lay rY BAR VERIFY W/DETAILS FOR REQ'DVERIFY W/ DETAILS FOR REQ SLOPED GROUT TO STEEL AT 2 STORY LOCATIONS D = �® ca Z Z ,- t STEEL AT 2 STORY LOCATIONS �- , DRAIN LU N' 0 Z' v OPTIONAL CURB BY W;, •° `° eel,,, BUILDER da MASONRY WALL ® Z, ,@ " say �,, Q MIN. 24 BEFORE °�"..� a e:., M D z CONC. SLAB PER 8"x12" THICKENED ANOTHER STEP d . ,.: SEE PLAN �,, J fY CONC. SLAB PER FOUNDATION PLAN IL I a ° • I �`�� J O A4 d - CONC. SLAB PER 1 #5 FROM FTG: TO Ap��`. r r r w� ' a FOUNDATION PLAN SLAB w/ (1) #5 CONT. •• _ U_ W w/ 3" COVER TYP. I I' a SLOPE FOUNDATION PLAN TIE a .p 'I � ,° #5 CONT. ,' BEAM MIN. 25 ...., . ° �,d REINFORCEMENT SEE ; .4 PER MFG GRADE n °" d SPLICE GROUT CELL LU a �� I SOLID PER PLANS .. — 1 4. I FOUNDATION PLAN ;} WAM NNW �w ° d�I': . . _._. ._ 1111 �.. , — o — - bo _ ,..r 4 . w q ° d d .r' I FOR QUANTITY p (0 I. b d �a1 + �w ,r W a ' Irj t`u' yy ° . _ d THRESHOLD PER MFG O B'. , . J' #5 x 25 x 25 CORNER a O .._,..� ._._ .,_._. I ..—I I_ I I•III—I � I—I I � .,_.. I _.._,: � d e �..'.' � °': ° a ° I'' BAR, ONE FOR EA. j' ,r — I I—I I_._ 11 11---• _.._ —1 I I—I I I_I I I—III I I y— I I_ I.. q. - , ... • . I I I 1 I— —' ' - i a , ..o , a d ° I .. i/� —, _ .� ° '. a d — _ — 4. ° °.. 4 HORIZONTAL �. V '. I: •---- --I � ., •.:: ,.�.. CONC. SLAB PER d — 1 — — REBAR, TYP. U.N.O. ..... — - ---1 I I—III_ — =1 4 — — — _III III _`III—I e ° _ I ,7 — I I --I L....—I _ _-... 1 I I— a w •-.o- d.. .. ° . '4 ° FOUNDATION PLAN I — O _I I I III—I I I— I I — W r .. . d vO I_ �: S°� d _—= —I III I III_•I b Elio ...,.. > (_ _ _ _ -- • 4d , ' ° .. ''; ': ; .. (2) #5 BARS CONT. —I L I—I I L,.=III-- .III -=1 ' � o O —1�1 — �I—I�I -I�I I (2)#5 CONT. w/3 , 1 -4 (� 2 — — 16' MIN. -- ra �,.. SLOPE W/ 3" COVER TYP.; @ X1411 (2) #5 BARS CONT. O #5 CONT. w/ 3 I _ I I I COVER TYP. Y:a 2 -STORY CONDITION,' W/ -XI, COVER TYP a COVER TYP: III— — — — PER MFG CO III I I III I (2) #5 BENT BARS w/ SLOPE EXT, SURFACE (3) #5 BARS w/ 20 -C C CLEAN COMPACTED , CE II �' MIN. 25 LAP SPLICE OR•GRADE 1/4 PER WIDE FOOTING `s U WHERE 2ND STORY O FILL 95% STANDARD., OCCURS, FTG @ CLEAN COMPACTED FOOT AWAY FROM o STANDARD O DENSITY BUILDING FILL @ 95 /o SHALL BE 1'-4" WIDE w/(3) #5 BARS O ELASTOMERIC JOINT DENSITYId Im '0 FOOTINGFILLER @ SHOWER AT MASONRY THICKENED EDGE FO TYPICAL STEP FOOTING DETAIL GARAGE TOP VIEW CONC. SLAB PER — FOUNDATION PLAN CONC. SLAB PER - FOUNDATION PLAN PVC SLEEVE MIN. - DIAMETER TO BE 2 PIPE SIZES LARGER THAN THE PENETRATING PIPE e 4 a TYPICAL CORNER BAR DETAIL (TOP VIEW) F1 EXTERIOR DOOR POURED SILL R FOOTING AT INTERIOR BEARING WITH CMU 3/4"=1'-0" 3/4"=V-0" 3/4'1=1'_011 3/4"=1'-011 11-3/4V-0 1 " i FILLED CELL PER PLAN WOOD pOST'P'ER PLAN --�� J , ® FOR SIZE AND BASE Z y CQI�TIQ•N ,;: ': C/] '' `• u) :U ti of-� COURSE TO BE I TOP R :, LLI , `- � �'' � ; CHAIR BLOCKS. W vi r -------J p , � Uj ' (n : J �' ZHM E ENTIRE BASE TO BE � z FILLED C7';¢ �'+ c SOLID CORNER z0 o`6 —0 �_ SEE ELEVATION F— o —mac lo J wfYz 0 CMU BASE w/ Q ,;a (1) #5 O � O O;r �' (o 0 GARAGE WALL VERTICAL @ EACH (/) j 2 Z z~�,w 0 BEYOND ' CORNERI' SEE FLR. < ;) U) - E V, '. Q W a a ''` O 1. LL �.,(0 pe PLAN FOR BASE SIZE d ° Z O `' d. o DRIVEWAY BY _ ® F -'LL H N°� a m h— C W N :. SEE FOUNDATION FOR a - BUILDER- ¢ -J Z',O W N;Q U CONCRETE 4 � a PAD SIZE ,. � W - � cY, OR PAVERS -jI— P, CONC. SLAB OR W W PAVERS PER PLAN O O . I' • 4 1 • Fa pq W I 1 GRADE PIPE P — -I I 1=1 (- Z PENETRATING PIPE — _ — I=III= F- O H SEE FDN LOOP TIE (TYP.) _ — a4 s' :. I I PLAN OR I i I I W W o .:.. o = — d SIZE &REINF. p r a il-- - g: 1111= _ — T_ — —_ — PIPE PERPENDICULAR TO FND — IEEF11 — — -11MI 11= — TOP (2) #5 x 4'-01' � — —� �— - FOOTING PER PLAN ZtV_I _ � g 1=1 = I -- I-=1 CENTERED AT PIPE CLEAN COMPACTED PVC OR SCH40 SLEEVE L7 STRUCTURAL ENG: BED/BAD/MARC _ 1 1 � 11 1 1 1=1_1 � � I PENETRATION _ T. _ o FOOTING PER PLAN -1 I 1 DRAFTING:- FILL-@ 95 /o STANDARD —I DENSITY �� SEE FDN PLAN — (SIDE VIEW) 11— FOR SIZE 111=) STRUCT: JV PVC SLEEVE &REINF. FRONT VIEW =� I �1, _ _— � ,� •1.:. , a, — - No. "_i�7771/0 OB �'M - 2151520 PIPE VERTICAL THRU F 1 DN—qSCALE. AS INDICATED DATE: __-.... – 1 •�11�Ifi0 D 01/12/2015 TYPICAL FOUNDATION PENETRATIONS , NOT USED a 3/4"=1 -0 PIPE PARALLEL TO FND _:: #T6 _,.. COPYRIGHT MCD 2014: The information containedein this document is copyri hted and is the exclusive property ert of 3 5 ,. ., 9 p p y MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, p ,Written consent of MONTA CONSULTING &,DESIGN., OF WMR &ASSOCIATES, LLC is strictly prohibited. P• d, :. w d N U) d P j 1 P d :d... a ��' •r z 1 jI �� :. ENTIRE COLUMN TO a BE GROUT FILLED w Uj 4 •, v! U.N.O. 4 s Q r P 41 # 6d °r - A r d PROVIDE STANDARD HOOK (1) #5 IN TIE BEAM (1) #5 BAR IN PRECAST LINTEL (2) #5's VERTICAL IN GROUT FILLED CELL CIO D 1 #5 VERTICAL IN Q 0 GROUT FILLED CELL (IF m 2 9 REQ'D PER PLAN) J 00 0 m > NOTE: SEE MD08 ON O m LINTEL PLAN FOR Q ADDIT'L REBAR INFO VERTICAL REINFORCEMENT DETAIL D 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"=10-010 NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT, 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS PER 2x8 OF OPENING 2x6x12 P.T. CENTER BUCK SEE PLAN FOR WALL FRAMING INFO FASTEN PT 2x NAILER TO MASONRY NOTES: 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE. 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x 'd 4 - a -�.. 3000 psi CONC. w/(1) #5 REBAR CONT. (2) 2x PT BUCKS w/ 1/2" O.S.B. BETWEEN 3/8" DIA. ANCHOR 1 •�, " : , ° STD HOOK IF DBL. NAILER IS CENTERED THREADED ROD PER2x PLAN /BEARING WALL t.L° .1' ,.V P.T. STUDA USED, USE 1/4" x 4-1/2" TAPCONS; SEE NOTES FOR SPACING SCHEDULE. ONLY TYPICAL FILLED CELL REQUIRED WHEN w/ 3000 psi CONC. w/(1) INDICATED ON ' 'a #5 REBAR VERT. GARAGE WALL SCHEDULE. MIN 6" VERIFY w/ PLAN FOR BEYOND FROM END OF WALL / REQ'D LOCATIONS MASONRY WALL. ICMU WALL PER PLAN / 2x6 P.T. BUCK EACH .,/ SIDE OF OPENING BLOCKING PER BRG I (4) EQ. SPACED " WALLSCHEDULE 1. GARAGE BUCK DETAIL ARCH PER ELEV ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 3/16" x 3" 12" O.C. 1 n " n 2x8 3116" x 3" 12" O.C. 2 TITEN WD ANCHORS w/ BUCKED OPENING, USE (3) ROWS OF tOd x 3" NAILS STAGGERED @ 12" 7 5 3/8" DIA. J -BOLT W/ O MIN: 1 "EMBED. FOR O.C. @ EACH SUCCESSIVE BUCK W 5-1/2 EMBED. AT EA. HOLLOW BLOCK OR 3 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME 1 2x OR 2 2x BUCK DOOR BRACKET, EA. BASE PLATE O O U K �� OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS �: � . EMBED. FOR SOLID SIDE OF DOOR. CONNECTION PER BRG � TBD BY BUILDER ,� r BLK. MAX. 6 FROM (FASTENING) ARE MET PROVIDE 1-1/2 x 3/16 WALL SCHEDULE 1„ 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) THICK WASHER W/ EA. TOP &BOTTOM OR a x , ANCHOR. 1st BOLT TO 4I .:. 4�� TITENS w/ WASHERS ROWS OF 8d NAILS @ 16 O.C. FASTEN WINDOW TO 2X PER WIN. MANU. S �� ( :, � , ' ' �� SPECS BE 8 MAX. ABV. CURB, . � 6 FROM TOP AND REST EQ. SPACED BOTTOM AND 12 O.C. > .- FIT W �24" O.C.)' PT BASE PLATE WDO BEARING/ SHEARWALL CONNECTION TO CMU fiDO 2x BUCK DETAIL 1/2"=V-0" 3/4"=1 1-011 1 /2"=1'-0" `®r%` r -�'j/'®poi W o :. ��✓®•9419®��C� ®'r N I SHEATHING PER PLAN' STRUCTURAL w '� 9• . a LINTEL (SEE PLAN) SHEATHING PER PLAN �., ALL • _ W SEE TYPICAL HEADER �;, ®Ua Es,: co W TYP. TRUSS TO FRAME- SHEATHING 0 • 's Z z FRAMING DETAILS FOR -- 9 ru Q — 7/16 O.S.B. EA. SIDE TYP. TRUSS TO FRAME' CONNECTION PER TYP. TRUSS TO FRAME �� k!# "�• U ADDITIONAL CONNECTION PER STD, CONNECTOR CONNECTION PER INFORMATION a , .� ., HEADER AN BE STD. CONNECTOR NOTES •� p ( C NOTES STD. CONNECTOR �^ • EITHER E FRAME OUT TO BLOCK NOTES u% ®W®;:" •• '� E R UPS TOR EDGE AS REQ'D FRAME OUT TO BLOCK ® ••9 9 % ° J 0 DOWNSET) FRAME OUT TO BLOCK EDGE '/ ®a® u- - 2x BLKG. TO O.S.B. W/ EDGE AS REQ'D /®Bl ttttl (2) ' 8d EACH END 2x W/ (2) 16d TOE NAILS EACH END HEADER PER (2) 2x TOP PLATE LOCATION I I 1/2" x 8" ANCHOR BOLT �, 1, (2) 2x #2 SYP SEE PLAN a': � (3) 160 COMMON ' I (2) 2x PLATE OR TITEN 1HD @ 32 pp (2) 2x TOP PLATE (2) 2x #2 SYP SEE PLAN I FOR BEAM SIZE (ONLY x D END VIEW W� CMU NAILS (TYP.) I O.C. & 6 FROM EACH Q • , - I = FOR BEAM SIZE END I IF OPENING PROVIDED Fn w 1'Cf- PER PLAN Ow r� HEADER SEE PLAN MIN. 2x4 SPF #2 KNEE MIN. 2x4 SPF #2 KNEE I ) ( ) I I MIN. 2x4 SPF #2 KNEE a IIIA N WALL WITH STUDS @ WALL WITH STUDS @ „ �� I I WALL w/ STUDS 16" 2 2x #2 SYP SEE PLAN 2x PT BOTTOM @ 16 O.C. W/ I 16 O.C. W/ 2x4 SPF CONT. O O.C. w/ STRUCTURAL ,..:u ... . r77! BLOCKING ATTACH T STRUCTURAL STRUCTURAL O O FOR BEAM SIZE I PLATE I z SHEATHING ON BOTHSHEATHING ON BOTH FROM SHEATHING 7/16" O.S.B. EA. SIDE 7116" OSB W/ (2) $d I I I� 0 NAILS I I PRECAST LINTEL OR TOP OF WALL TO 9 SIDES FROM TOP OF SIDES FROM TOP OF BOTTOM OF WALL. M WALL TO BOTTOM OF BUILDER FRAME WALL TO BOTTOM OF I KNOCK OUT COURSE r • ATTACHED PER '~ 2x 01 V-11 TO O.S.B. W/ 7116 OSB EACH SIDE BEAM. ATTACHED PER RADIUS AS REQ'D BEAM. ATTACHED PER ARCH PER ELEV NAILING SCHEDULE , (2) - 8d EACH END W/ 6d NAILS @ 16" O.C. NAILING SCHEDULE NAILING SCHEDULE I • „ I _, I . 11.1.1"Ill. ..1,.1. :,,,., .I. R%,�,.-.:....,. 1 .,:,:: ,. ,.., .. - ,.:,, , r^.n,Ml a T. -.n nIn It rn (1TLIC0\A/I0C CDO !'`I IDC : I ' I •" OTHERWISE SPS ['.i IPS cn Y• _ I v - - a I yr Ivnl��r� - SONRY WALL AT TOP AND SP1 CLIPS BUILDER FRAME r AT TOP AND SP1 CLIPS 2x BUCKS,AT BASE RADIUS AS REQ'D d.. AT BASE ARE REQ'D O END VIEW w/ WOOD REQUIRED RE WFO) ARCH WINDOW FRAMING DETAILS AFO KNEEWALL AT DOWNSET BEAM fiFO KNEEWALL AT UPSET BEAM fiF0 KNEEWALL OVER,MA.S ONRY WALL 0 34'=V-0"3/4"=1'-0" PRE-ENGINEERED 12 NAIL SCAB TO TOP IF A/C IS SUSPENDED V �^ ,' TRUSSES PER PLAN @ TYP SEE ELEV. CHORD WITH 4) 10d FROM TOP CHORD 2 ROOF SHEATHING Z' s 24" O: C. MAX. DOUBLE 2x TOP PLATE NAILS 2x4 #2 SYP BLOCKING ATTACH PER NAILING y ADD x4 VERTICAL REQ'D @ TOP CHORD. SCHEDULE c TYP. TR T FRAME 2 L USS O � � IF REQ'D PROVIDE ATTACHMENTS T Q "� rn W . J F • N If` CONNECTION PER STD SCAB IN EACH TRUSS 12 C► CLOSURE WALL w/ SUPPLIED BY A/C 0 ; Ow' E IF NO WEB IS PRESENT SEE U) z H - CONNECTION NOTES SINGLE TOP AND BASE COMPANY rs 06 'W U).i� F c°i PLAN STANDARD TRUSS z - W c (3)'10d NAILS TYPICAL W PLATE w/ (2) 16d NAILS C� '¢ G5 d 1 c EXT. SHEATHING AT EACH TRUSSTOP CHORD VARIES s TO TRUSS. STUDS �/��/ Z U o ATTACHED PER y 1 O 6 w z W 24 O.C. & EXT. F_ , 0 .. c NAILING SCHEDULE TRUSS WEBS NOT I-,, w �,., . � J In � z� ca SHEATHING INT : � � $ A G S ALLED SHOWN FOR CLARITY �--� Q ,a �r FROM TOP OF 2x4 X_BRACE ACROSS � O O, m PER NAILING PATTERN _ LENGTH F KNEEWALL T BOTTOM _: G O —PRE-ENG.TRUSS PER � 1= � w � O BO O :� � z �-, w o " N Z d SHEARWALL -_ d U)+- 0 E OR SP2 CLIPS AT TOP PLAN, 24 O.G. MAX -T _ _ _—z 2x4 #2 SYP CROSS ,, O . w, AND SPI CLIPS AT LL , O _ U 'S BRACING AT 45 W/ _�.� , , 2x4 #2 SYP RAT RUN ; , :. ROOFING MATERIAL NAIL SCAB TO TOP I I O a BASE ARE REQ'D. W' Q �¢ .. TOP AND BOTTOM MIN 3) 12d NAILS TO RAT PER ARCHS Q , , CHORD WITH 3 10d , RUNS: TYP EACH SIDE W J 2 BAYS PAST A/C c N,: 2x BLOCKING CRICKET AS REQUIRED O O NAILS A/C UNIT AND PAN � Z ;Q - SEE FRAMING PLA w N,: -- LOCATION. MIN 3 BAY r-- N J O MIN. 4 U 2 BY SUPPLIER MIN. 24 � O:, 2x4 BLO KIN FOR CONNECTION H MIN 2x4 STUDS 16 � G G _ W , @ LAP W/ 2 16d NAILS " CONDENSATE O MAX 4$ MAX 4$ � I BETWEEN TRUSSES NFO O/C - MAIN SPAN ROOF SSES _. TO EACH TRUSS. TYP I I DISPOSAL BY A/C V - TOENAILED TO � SEE ELEVATION h x TRUSS SUPPLIER f -- 2x. P.T. PLATE ,.. : EACH SIDE : TOP OF MASONRY , DOUBLE TOP PLATE w/ ,.. W I I - — W 1/2" x $" A.B. OR TITEN 10d NAILS @ 4" O.C. CONNECTION TO BE ,.. HID @32" O.C.&6 . : L..—_----_-- —i SUPPLIED BY A/C _ SEE ARCH PLANS FOR ,, :. •;��, ,.,nF,w,a FROM EA. END, CENTER •. STANDARD TRUSS — -- — — — — — — — — COMPANY. ,: (n d °. TRUSS PER PLAN, OVERHANG INFO BOTTOM CIHORD ON BASEPLATE ,:. , .:,, _ . .UPLIFT CONNECTOR .•.,. . (SEE. SCHEDULE): DOUBLE TOP PLATE TOP KNOCK OUT(2) 2x4.#2 SYP BLOCKING UNDER A/C SUPEORT:ST ca ,.. , ..-,., ,. , .. FRAMED WALL PERRBLOCKING W/ SIMPSON . ,, E. E.LEV� COURSE W/ (1) #5 MASONRY WALL PER v PLAN A34 OR LU -524-2 EACH FOR O.H. CONT. PLAN �- °, END TYP. SINGLE TIE -BEAM W/ 1 #5 CONT. 07R)�KNEEWALL ABOVE MASONRY WALL WO PERP. SHEARWALL CONNECTION TO TRUSS B01 A/C IN TRUSSES GROUT SOLID rn o 3/4"=1--O", , w A 2x STUDS @ 16,I O.C. FOR KNEE WALL PRE -MANUFACTURED FLUE PER MANUF. N Q CHIMNEY CAP SPECS W/ 2" MIN. z. WINDOW PER r LSTA18_@ 32 O.C. STUD TO PRE ENG TRUSS, SLIT CLEAR BETWEEN FLUE B,. F TOP OF CHIMNEY MIN. FLOOR PLAN i I -- ROOF SHEATHING FOR STRAP „ &FRAME .,.. O 2-0 ABOVE A POINT Q 0 C WITHIN 10'-0" OF THE GALVANIZED FLASHING (/� J CONT. ROOF SHEATHING NAIL PER PLAN , NEAREST ROOF... O PRECAST CONC.,OR -, , . „, EXT: SHEATHING W � PROVIDE 2x4 BLOCKING w/(2)1,6d NAILS EACH END >,, , D 1 SPH4 EVERY POWERS STEEL SILL, J 1 O :ATTACHED PER (� TO TOP CHORDS OF TRUSSES. BELOW WHEN "^ - D 1, I, OTHER STUD TO NAILING SCHED. TYP.:@ ALL WINDOWS O W O BOTTOM PLATE DOES NOT LINE P ABOVE TRUSS .. - � DOUBLE TOP PLATE BELOW A 11 Z L W ND CONNECT w/ HTS20 @ 32 O.C. , 2x4 FRAMED CRICKET m 2x4 VERTICAL 24"��. d EXT FINISH PER PLAN a PRE-ENGINEERED ROOF TRUSS PER N E W/GALVANIZED Q F-: Z E ; U S LA BLOW `1 O.C. MAX. w/ (4) 1 Od � I— .� J Vi LL, NAILS TO BOTTOM + + FLASHING U >- W o °b CHORD & 3 10 NAILS a c5 W 2x PLATE OVER R H A 4 O d + it F S O OOF DECK PER VALLEY K TO TOP CHORD; NOTE ,..m; MAIN FLOOR (� i"' a I_ O FRAMING h ca DETAIL � IF WALL IS , � B BETWEEN 4FT & 8FT, (4) 16d COMMONS .. ELEV 0'-0', DOUBLE TOP PLATE �{ + NAILED @ EACH END <8> USE 2x6 SYP #2 STUDS ++ CONC. SLAB - VERT REINF. BEYOND SEE FOUNDATION ,� _ , : — — SIMPSON H3 H4 OR H5 EA. END OF TRUSS OR GALVANIZED FLASHING 2x4 BLOCKING W/ 2 PLAN FOR MORE IN ""= _ STRUCTURAL ENG: BED/BAD/M/�FL. " @ C O I=I_I �= 11— h DRAFTING: 7-,,,, 16d COMMONS END — RAFTER ', � I—! r j <8> 2x4 BLOCKING W/ (2) NAILED TO VERTICAL + COMMON TRUSS PER PLAN OR CONV. FRAMING w/ ` E 16d COMMONS END 2x4's MASONRY WA L PER sTRUCr: JV „ ; I` J STRUCTURAL SHEATHING PER PLAN AND ROOF 1 7 1. NAILED TO VERTICAL �_,,, • PLAN V�LJ� a �, e� N� Qcc�Ec�e: G.. �,. FINISH PER ARCHSFIN ti, _2x4's + + � SEE FOUNDATION JOB No. TM -2151520 CURVED ROOF TRUSSES PER PLAN OR CURVED G + + DETAILS FOR FTG INFO SANF'ORD KRAFTERS w/ 2 LAYERS 3/4" CDX SHEATHIN TRUSS PER PLAN SCALE: AS INDICATED NAILED @ 6" O.C. STAGGERED rr DATE: 01/12/2015 NOTE. SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D MO CHIMNEY FRAMING DETAIL SO TYPICAL ONE STORY CMU WALL SECTION NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 3/4"=11_011 TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. °= COPYRIGHT MCD 2014: The information contained In this document Is copyrighted and Is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR & ASSOCIATES LLC An use duplication, or transfer of these documents without the expressed, writtenprohibited.- - p p Y I Y I p , p tt consent of MONTH CONSULTING &DESIGN, OF WMR &.ASSOCIATES, LLC Is strictly -. fl F01 DORMER FRAMING DETAIL FASTEN PT 2x NAILER TO MASONRY NOTES: 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE. 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x 0'„ �, p - 0 1 f' 3 TITEN WD ANCHORS w/ BUCKED OPENING, USE (3) ROWS OF tOd x 3" NAILS STAGGERED @ 12" 7 5 3/8" DIA. J -BOLT W/ O MIN: 1 "EMBED. FOR O.C. @ EACH SUCCESSIVE BUCK W 5-1/2 EMBED. AT EA. HOLLOW BLOCK OR 3 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME 1 2x OR 2 2x BUCK DOOR BRACKET, EA. BASE PLATE O O U K �� OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS �: � . EMBED. FOR SOLID SIDE OF DOOR. CONNECTION PER BRG � TBD BY BUILDER ,� r BLK. MAX. 6 FROM (FASTENING) ARE MET PROVIDE 1-1/2 x 3/16 WALL SCHEDULE 1„ 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) THICK WASHER W/ EA. TOP &BOTTOM OR a x , ANCHOR. 1st BOLT TO 4I .:. 4�� TITENS w/ WASHERS ROWS OF 8d NAILS @ 16 O.C. FASTEN WINDOW TO 2X PER WIN. MANU. S �� ( :, � , ' ' �� SPECS BE 8 MAX. ABV. CURB, . � 6 FROM TOP AND REST EQ. SPACED BOTTOM AND 12 O.C. > .- FIT W �24" O.C.)' PT BASE PLATE WDO BEARING/ SHEARWALL CONNECTION TO CMU fiDO 2x BUCK DETAIL 1/2"=V-0" 3/4"=1 1-011 1 /2"=1'-0" `®r%` r -�'j/'®poi W o :. ��✓®•9419®��C� ®'r N I SHEATHING PER PLAN' STRUCTURAL w '� 9• . a LINTEL (SEE PLAN) SHEATHING PER PLAN �., ALL • _ W SEE TYPICAL HEADER �;, ®Ua Es,: co W TYP. TRUSS TO FRAME- SHEATHING 0 • 's Z z FRAMING DETAILS FOR -- 9 ru Q — 7/16 O.S.B. EA. SIDE TYP. TRUSS TO FRAME' CONNECTION PER TYP. TRUSS TO FRAME �� k!# "�• U ADDITIONAL CONNECTION PER STD, CONNECTOR CONNECTION PER INFORMATION a , .� ., HEADER AN BE STD. CONNECTOR NOTES •� p ( C NOTES STD. CONNECTOR �^ • EITHER E FRAME OUT TO BLOCK NOTES u% ®W®;:" •• '� E R UPS TOR EDGE AS REQ'D FRAME OUT TO BLOCK ® ••9 9 % ° J 0 DOWNSET) FRAME OUT TO BLOCK EDGE '/ ®a® u- - 2x BLKG. TO O.S.B. W/ EDGE AS REQ'D /®Bl ttttl (2) ' 8d EACH END 2x W/ (2) 16d TOE NAILS EACH END HEADER PER (2) 2x TOP PLATE LOCATION I I 1/2" x 8" ANCHOR BOLT �, 1, (2) 2x #2 SYP SEE PLAN a': � (3) 160 COMMON ' I (2) 2x PLATE OR TITEN 1HD @ 32 pp (2) 2x TOP PLATE (2) 2x #2 SYP SEE PLAN I FOR BEAM SIZE (ONLY x D END VIEW W� CMU NAILS (TYP.) I O.C. & 6 FROM EACH Q • , - I = FOR BEAM SIZE END I IF OPENING PROVIDED Fn w 1'Cf- PER PLAN Ow r� HEADER SEE PLAN MIN. 2x4 SPF #2 KNEE MIN. 2x4 SPF #2 KNEE I ) ( ) I I MIN. 2x4 SPF #2 KNEE a IIIA N WALL WITH STUDS @ WALL WITH STUDS @ „ �� I I WALL w/ STUDS 16" 2 2x #2 SYP SEE PLAN 2x PT BOTTOM @ 16 O.C. W/ I 16 O.C. W/ 2x4 SPF CONT. O O.C. w/ STRUCTURAL ,..:u ... . r77! BLOCKING ATTACH T STRUCTURAL STRUCTURAL O O FOR BEAM SIZE I PLATE I z SHEATHING ON BOTHSHEATHING ON BOTH FROM SHEATHING 7/16" O.S.B. EA. SIDE 7116" OSB W/ (2) $d I I I� 0 NAILS I I PRECAST LINTEL OR TOP OF WALL TO 9 SIDES FROM TOP OF SIDES FROM TOP OF BOTTOM OF WALL. M WALL TO BOTTOM OF BUILDER FRAME WALL TO BOTTOM OF I KNOCK OUT COURSE r • ATTACHED PER '~ 2x 01 V-11 TO O.S.B. W/ 7116 OSB EACH SIDE BEAM. ATTACHED PER RADIUS AS REQ'D BEAM. ATTACHED PER ARCH PER ELEV NAILING SCHEDULE , (2) - 8d EACH END W/ 6d NAILS @ 16" O.C. NAILING SCHEDULE NAILING SCHEDULE I • „ I _, I . 11.1.1"Ill. ..1,.1. :,,,., .I. R%,�,.-.:....,. 1 .,:,:: ,. ,.., .. - ,.:,, , r^.n,Ml a T. -.n nIn It rn (1TLIC0\A/I0C CDO !'`I IDC : I ' I •" OTHERWISE SPS ['.i IPS cn Y• _ I v - - a I yr Ivnl��r� - SONRY WALL AT TOP AND SP1 CLIPS BUILDER FRAME r AT TOP AND SP1 CLIPS 2x BUCKS,AT BASE RADIUS AS REQ'D d.. AT BASE ARE REQ'D O END VIEW w/ WOOD REQUIRED RE WFO) ARCH WINDOW FRAMING DETAILS AFO KNEEWALL AT DOWNSET BEAM fiFO KNEEWALL AT UPSET BEAM fiF0 KNEEWALL OVER,MA.S ONRY WALL 0 34'=V-0"3/4"=1'-0" PRE-ENGINEERED 12 NAIL SCAB TO TOP IF A/C IS SUSPENDED V �^ ,' TRUSSES PER PLAN @ TYP SEE ELEV. CHORD WITH 4) 10d FROM TOP CHORD 2 ROOF SHEATHING Z' s 24" O: C. MAX. DOUBLE 2x TOP PLATE NAILS 2x4 #2 SYP BLOCKING ATTACH PER NAILING y ADD x4 VERTICAL REQ'D @ TOP CHORD. SCHEDULE c TYP. TR T FRAME 2 L USS O � � IF REQ'D PROVIDE ATTACHMENTS T Q "� rn W . J F • N If` CONNECTION PER STD SCAB IN EACH TRUSS 12 C► CLOSURE WALL w/ SUPPLIED BY A/C 0 ; Ow' E IF NO WEB IS PRESENT SEE U) z H - CONNECTION NOTES SINGLE TOP AND BASE COMPANY rs 06 'W U).i� F c°i PLAN STANDARD TRUSS z - W c (3)'10d NAILS TYPICAL W PLATE w/ (2) 16d NAILS C� '¢ G5 d 1 c EXT. SHEATHING AT EACH TRUSSTOP CHORD VARIES s TO TRUSS. STUDS �/��/ Z U o ATTACHED PER y 1 O 6 w z W 24 O.C. & EXT. F_ , 0 .. c NAILING SCHEDULE TRUSS WEBS NOT I-,, w �,., . � J In � z� ca SHEATHING INT : � � $ A G S ALLED SHOWN FOR CLARITY �--� Q ,a �r FROM TOP OF 2x4 X_BRACE ACROSS � O O, m PER NAILING PATTERN _ LENGTH F KNEEWALL T BOTTOM _: G O —PRE-ENG.TRUSS PER � 1= � w � O BO O :� � z �-, w o " N Z d SHEARWALL -_ d U)+- 0 E OR SP2 CLIPS AT TOP PLAN, 24 O.G. MAX -T _ _ _—z 2x4 #2 SYP CROSS ,, O . w, AND SPI CLIPS AT LL , O _ U 'S BRACING AT 45 W/ _�.� , , 2x4 #2 SYP RAT RUN ; , :. ROOFING MATERIAL NAIL SCAB TO TOP I I O a BASE ARE REQ'D. W' Q �¢ .. TOP AND BOTTOM MIN 3) 12d NAILS TO RAT PER ARCHS Q , , CHORD WITH 3 10d , RUNS: TYP EACH SIDE W J 2 BAYS PAST A/C c N,: 2x BLOCKING CRICKET AS REQUIRED O O NAILS A/C UNIT AND PAN � Z ;Q - SEE FRAMING PLA w N,: -- LOCATION. MIN 3 BAY r-- N J O MIN. 4 U 2 BY SUPPLIER MIN. 24 � O:, 2x4 BLO KIN FOR CONNECTION H MIN 2x4 STUDS 16 � G G _ W , @ LAP W/ 2 16d NAILS " CONDENSATE O MAX 4$ MAX 4$ � I BETWEEN TRUSSES NFO O/C - MAIN SPAN ROOF SSES _. TO EACH TRUSS. TYP I I DISPOSAL BY A/C V - TOENAILED TO � SEE ELEVATION h x TRUSS SUPPLIER f -- 2x. P.T. PLATE ,.. : EACH SIDE : TOP OF MASONRY , DOUBLE TOP PLATE w/ ,.. W I I - — W 1/2" x $" A.B. OR TITEN 10d NAILS @ 4" O.C. CONNECTION TO BE ,.. HID @32" O.C.&6 . : L..—_----_-- —i SUPPLIED BY A/C _ SEE ARCH PLANS FOR ,, :. •;��, ,.,nF,w,a FROM EA. END, CENTER •. STANDARD TRUSS — -- — — — — — — — — COMPANY. ,: (n d °. TRUSS PER PLAN, OVERHANG INFO BOTTOM CIHORD ON BASEPLATE ,:. , .:,, _ . .UPLIFT CONNECTOR .•.,. . (SEE. SCHEDULE): DOUBLE TOP PLATE TOP KNOCK OUT(2) 2x4.#2 SYP BLOCKING UNDER A/C SUPEORT:ST ca ,.. , ..-,., ,. , .. FRAMED WALL PERRBLOCKING W/ SIMPSON . ,, E. E.LEV� COURSE W/ (1) #5 MASONRY WALL PER v PLAN A34 OR LU -524-2 EACH FOR O.H. CONT. PLAN �- °, END TYP. SINGLE TIE -BEAM W/ 1 #5 CONT. 07R)�KNEEWALL ABOVE MASONRY WALL WO PERP. SHEARWALL CONNECTION TO TRUSS B01 A/C IN TRUSSES GROUT SOLID rn o 3/4"=1--O", , w A 2x STUDS @ 16,I O.C. FOR KNEE WALL PRE -MANUFACTURED FLUE PER MANUF. N Q CHIMNEY CAP SPECS W/ 2" MIN. z. WINDOW PER r LSTA18_@ 32 O.C. STUD TO PRE ENG TRUSS, SLIT CLEAR BETWEEN FLUE B,. F TOP OF CHIMNEY MIN. FLOOR PLAN i I -- ROOF SHEATHING FOR STRAP „ &FRAME .,.. O 2-0 ABOVE A POINT Q 0 C WITHIN 10'-0" OF THE GALVANIZED FLASHING (/� J CONT. ROOF SHEATHING NAIL PER PLAN , NEAREST ROOF... O PRECAST CONC.,OR -, , . „, EXT: SHEATHING W � PROVIDE 2x4 BLOCKING w/(2)1,6d NAILS EACH END >,, , D 1 SPH4 EVERY POWERS STEEL SILL, J 1 O :ATTACHED PER (� TO TOP CHORDS OF TRUSSES. BELOW WHEN "^ - D 1, I, OTHER STUD TO NAILING SCHED. TYP.:@ ALL WINDOWS O W O BOTTOM PLATE DOES NOT LINE P ABOVE TRUSS .. - � DOUBLE TOP PLATE BELOW A 11 Z L W ND CONNECT w/ HTS20 @ 32 O.C. , 2x4 FRAMED CRICKET m 2x4 VERTICAL 24"��. d EXT FINISH PER PLAN a PRE-ENGINEERED ROOF TRUSS PER N E W/GALVANIZED Q F-: Z E ; U S LA BLOW `1 O.C. MAX. w/ (4) 1 Od � I— .� J Vi LL, NAILS TO BOTTOM + + FLASHING U >- W o °b CHORD & 3 10 NAILS a c5 W 2x PLATE OVER R H A 4 O d + it F S O OOF DECK PER VALLEY K TO TOP CHORD; NOTE ,..m; MAIN FLOOR (� i"' a I_ O FRAMING h ca DETAIL � IF WALL IS , � B BETWEEN 4FT & 8FT, (4) 16d COMMONS .. ELEV 0'-0', DOUBLE TOP PLATE �{ + NAILED @ EACH END <8> USE 2x6 SYP #2 STUDS ++ CONC. SLAB - VERT REINF. BEYOND SEE FOUNDATION ,� _ , : — — SIMPSON H3 H4 OR H5 EA. END OF TRUSS OR GALVANIZED FLASHING 2x4 BLOCKING W/ 2 PLAN FOR MORE IN ""= _ STRUCTURAL ENG: BED/BAD/M/�FL. " @ C O I=I_I �= 11— h DRAFTING: 7-,,,, 16d COMMONS END — RAFTER ', � I—! r j <8> 2x4 BLOCKING W/ (2) NAILED TO VERTICAL + COMMON TRUSS PER PLAN OR CONV. FRAMING w/ ` E 16d COMMONS END 2x4's MASONRY WA L PER sTRUCr: JV „ ; I` J STRUCTURAL SHEATHING PER PLAN AND ROOF 1 7 1. NAILED TO VERTICAL �_,,, • PLAN V�LJ� a �, e� N� Qcc�Ec�e: G.. �,. FINISH PER ARCHSFIN ti, _2x4's + + � SEE FOUNDATION JOB No. TM -2151520 CURVED ROOF TRUSSES PER PLAN OR CURVED G + + DETAILS FOR FTG INFO SANF'ORD KRAFTERS w/ 2 LAYERS 3/4" CDX SHEATHIN TRUSS PER PLAN SCALE: AS INDICATED NAILED @ 6" O.C. STAGGERED rr DATE: 01/12/2015 NOTE. SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D MO CHIMNEY FRAMING DETAIL SO TYPICAL ONE STORY CMU WALL SECTION NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 3/4"=11_011 TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. °= COPYRIGHT MCD 2014: The information contained In this document Is copyrighted and Is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR & ASSOCIATES LLC An use duplication, or transfer of these documents without the expressed, writtenprohibited.- - p p Y I Y I p , p tt consent of MONTH CONSULTING &DESIGN, OF WMR &.ASSOCIATES, LLC Is strictly -. fl F01 DORMER FRAMING DETAIL FASTEN PT 2x NAILER TO MASONRY NOTES: 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE. 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x 0'„ �, p - 0 1 TITEN WD ANCHORS w/ BUCKED OPENING, USE (3) ROWS OF tOd x 3" NAILS STAGGERED @ 12" 7 5 3/8" DIA. J -BOLT W/ O MIN: 1 "EMBED. FOR O.C. @ EACH SUCCESSIVE BUCK W 5-1/2 EMBED. AT EA. HOLLOW BLOCK OR 3 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME 1 2x OR 2 2x BUCK DOOR BRACKET, EA. BASE PLATE O O U K �� OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS �: � . EMBED. FOR SOLID SIDE OF DOOR. CONNECTION PER BRG � TBD BY BUILDER ,� r BLK. MAX. 6 FROM (FASTENING) ARE MET PROVIDE 1-1/2 x 3/16 WALL SCHEDULE 1„ 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) THICK WASHER W/ EA. TOP &BOTTOM OR a x , ANCHOR. 1st BOLT TO 4I .:. 4�� TITENS w/ WASHERS ROWS OF 8d NAILS @ 16 O.C. FASTEN WINDOW TO 2X PER WIN. MANU. S �� ( :, � , ' ' �� SPECS BE 8 MAX. ABV. CURB, . � 6 FROM TOP AND REST EQ. SPACED BOTTOM AND 12 O.C. > .- FIT W �24" O.C.)' PT BASE PLATE WDO BEARING/ SHEARWALL CONNECTION TO CMU fiDO 2x BUCK DETAIL 1/2"=V-0" 3/4"=1 1-011 1 /2"=1'-0" `®r%` r -�'j/'®poi W o :. ��✓®•9419®��C� ®'r N I SHEATHING PER PLAN' STRUCTURAL w '� 9• . a LINTEL (SEE PLAN) SHEATHING PER PLAN �., ALL • _ W SEE TYPICAL HEADER �;, ®Ua Es,: co W TYP. TRUSS TO FRAME- SHEATHING 0 • 's Z z FRAMING DETAILS FOR -- 9 ru Q — 7/16 O.S.B. EA. SIDE TYP. TRUSS TO FRAME' CONNECTION PER TYP. TRUSS TO FRAME �� k!# "�• U ADDITIONAL CONNECTION PER STD, CONNECTOR CONNECTION PER INFORMATION a , .� ., HEADER AN BE STD. CONNECTOR NOTES •� p ( C NOTES STD. CONNECTOR �^ • EITHER E FRAME OUT TO BLOCK NOTES u% ®W®;:" •• '� E R UPS TOR EDGE AS REQ'D FRAME OUT TO BLOCK ® ••9 9 % ° J 0 DOWNSET) FRAME OUT TO BLOCK EDGE '/ ®a® u- - 2x BLKG. TO O.S.B. W/ EDGE AS REQ'D /®Bl ttttl (2) ' 8d EACH END 2x W/ (2) 16d TOE NAILS EACH END HEADER PER (2) 2x TOP PLATE LOCATION I I 1/2" x 8" ANCHOR BOLT �, 1, (2) 2x #2 SYP SEE PLAN a': � (3) 160 COMMON ' I (2) 2x PLATE OR TITEN 1HD @ 32 pp (2) 2x TOP PLATE (2) 2x #2 SYP SEE PLAN I FOR BEAM SIZE (ONLY x D END VIEW W� CMU NAILS (TYP.) I O.C. & 6 FROM EACH Q • , - I = FOR BEAM SIZE END I IF OPENING PROVIDED Fn w 1'Cf- PER PLAN Ow r� HEADER SEE PLAN MIN. 2x4 SPF #2 KNEE MIN. 2x4 SPF #2 KNEE I ) ( ) I I MIN. 2x4 SPF #2 KNEE a IIIA N WALL WITH STUDS @ WALL WITH STUDS @ „ �� I I WALL w/ STUDS 16" 2 2x #2 SYP SEE PLAN 2x PT BOTTOM @ 16 O.C. W/ I 16 O.C. W/ 2x4 SPF CONT. O O.C. w/ STRUCTURAL ,..:u ... . r77! BLOCKING ATTACH T STRUCTURAL STRUCTURAL O O FOR BEAM SIZE I PLATE I z SHEATHING ON BOTHSHEATHING ON BOTH FROM SHEATHING 7/16" O.S.B. EA. SIDE 7116" OSB W/ (2) $d I I I� 0 NAILS I I PRECAST LINTEL OR TOP OF WALL TO 9 SIDES FROM TOP OF SIDES FROM TOP OF BOTTOM OF WALL. M WALL TO BOTTOM OF BUILDER FRAME WALL TO BOTTOM OF I KNOCK OUT COURSE r • ATTACHED PER '~ 2x 01 V-11 TO O.S.B. W/ 7116 OSB EACH SIDE BEAM. ATTACHED PER RADIUS AS REQ'D BEAM. ATTACHED PER ARCH PER ELEV NAILING SCHEDULE , (2) - 8d EACH END W/ 6d NAILS @ 16" O.C. NAILING SCHEDULE NAILING SCHEDULE I • „ I _, I . 11.1.1"Ill. ..1,.1. :,,,., .I. R%,�,.-.:....,. 1 .,:,:: ,. ,.., .. - ,.:,, , r^.n,Ml a T. -.n nIn It rn (1TLIC0\A/I0C CDO !'`I IDC : I ' I •" OTHERWISE SPS ['.i IPS cn Y• _ I v - - a I yr Ivnl��r� - SONRY WALL AT TOP AND SP1 CLIPS BUILDER FRAME r AT TOP AND SP1 CLIPS 2x BUCKS,AT BASE RADIUS AS REQ'D d.. AT BASE ARE REQ'D O END VIEW w/ WOOD REQUIRED RE WFO) ARCH WINDOW FRAMING DETAILS AFO KNEEWALL AT DOWNSET BEAM fiFO KNEEWALL AT UPSET BEAM fiF0 KNEEWALL OVER,MA.S ONRY WALL 0 34'=V-0"3/4"=1'-0" PRE-ENGINEERED 12 NAIL SCAB TO TOP IF A/C IS SUSPENDED V �^ ,' TRUSSES PER PLAN @ TYP SEE ELEV. CHORD WITH 4) 10d FROM TOP CHORD 2 ROOF SHEATHING Z' s 24" O: C. MAX. DOUBLE 2x TOP PLATE NAILS 2x4 #2 SYP BLOCKING ATTACH PER NAILING y ADD x4 VERTICAL REQ'D @ TOP CHORD. SCHEDULE c TYP. TR T FRAME 2 L USS O � � IF REQ'D PROVIDE ATTACHMENTS T Q "� rn W . J F • N If` CONNECTION PER STD SCAB IN EACH TRUSS 12 C► CLOSURE WALL w/ SUPPLIED BY A/C 0 ; Ow' E IF NO WEB IS PRESENT SEE U) z H - CONNECTION NOTES SINGLE TOP AND BASE COMPANY rs 06 'W U).i� F c°i PLAN STANDARD TRUSS z - W c (3)'10d NAILS TYPICAL W PLATE w/ (2) 16d NAILS C� '¢ G5 d 1 c EXT. SHEATHING AT EACH TRUSSTOP CHORD VARIES s TO TRUSS. STUDS �/��/ Z U o ATTACHED PER y 1 O 6 w z W 24 O.C. & EXT. F_ , 0 .. c NAILING SCHEDULE TRUSS WEBS NOT I-,, w �,., . � J In � z� ca SHEATHING INT : � � $ A G S ALLED SHOWN FOR CLARITY �--� Q ,a �r FROM TOP OF 2x4 X_BRACE ACROSS � O O, m PER NAILING PATTERN _ LENGTH F KNEEWALL T BOTTOM _: G O —PRE-ENG.TRUSS PER � 1= � w � O BO O :� � z �-, w o " N Z d SHEARWALL -_ d U)+- 0 E OR SP2 CLIPS AT TOP PLAN, 24 O.G. MAX -T _ _ _—z 2x4 #2 SYP CROSS ,, O . w, AND SPI CLIPS AT LL , O _ U 'S BRACING AT 45 W/ _�.� , , 2x4 #2 SYP RAT RUN ; , :. ROOFING MATERIAL NAIL SCAB TO TOP I I O a BASE ARE REQ'D. W' Q �¢ .. TOP AND BOTTOM MIN 3) 12d NAILS TO RAT PER ARCHS Q , , CHORD WITH 3 10d , RUNS: TYP EACH SIDE W J 2 BAYS PAST A/C c N,: 2x BLOCKING CRICKET AS REQUIRED O O NAILS A/C UNIT AND PAN � Z ;Q - SEE FRAMING PLA w N,: -- LOCATION. MIN 3 BAY r-- N J O MIN. 4 U 2 BY SUPPLIER MIN. 24 � O:, 2x4 BLO KIN FOR CONNECTION H MIN 2x4 STUDS 16 � G G _ W , @ LAP W/ 2 16d NAILS " CONDENSATE O MAX 4$ MAX 4$ � I BETWEEN TRUSSES NFO O/C - MAIN SPAN ROOF SSES _. TO EACH TRUSS. TYP I I DISPOSAL BY A/C V - TOENAILED TO � SEE ELEVATION h x TRUSS SUPPLIER f -- 2x. P.T. PLATE ,.. : EACH SIDE : TOP OF MASONRY , DOUBLE TOP PLATE w/ ,.. W I I - — W 1/2" x $" A.B. OR TITEN 10d NAILS @ 4" O.C. CONNECTION TO BE ,.. HID @32" O.C.&6 . : L..—_----_-- —i SUPPLIED BY A/C _ SEE ARCH PLANS FOR ,, :. •;��, ,.,nF,w,a FROM EA. END, CENTER •. STANDARD TRUSS — -- — — — — — — — — COMPANY. ,: (n d °. TRUSS PER PLAN, OVERHANG INFO BOTTOM CIHORD ON BASEPLATE ,:. , .:,, _ . .UPLIFT CONNECTOR .•.,. . (SEE. SCHEDULE): DOUBLE TOP PLATE TOP KNOCK OUT(2) 2x4.#2 SYP BLOCKING UNDER A/C SUPEORT:ST ca ,.. , ..-,., ,. , .. FRAMED WALL PERRBLOCKING W/ SIMPSON . ,, E. E.LEV� COURSE W/ (1) #5 MASONRY WALL PER v PLAN A34 OR LU -524-2 EACH FOR O.H. CONT. PLAN �- °, END TYP. SINGLE TIE -BEAM W/ 1 #5 CONT. 07R)�KNEEWALL ABOVE MASONRY WALL WO PERP. SHEARWALL CONNECTION TO TRUSS B01 A/C IN TRUSSES GROUT SOLID rn o 3/4"=1--O", , w A 2x STUDS @ 16,I O.C. FOR KNEE WALL PRE -MANUFACTURED FLUE PER MANUF. N Q CHIMNEY CAP SPECS W/ 2" MIN. z. WINDOW PER r LSTA18_@ 32 O.C. STUD TO PRE ENG TRUSS, SLIT CLEAR BETWEEN FLUE B,. F TOP OF CHIMNEY MIN. FLOOR PLAN i I -- ROOF SHEATHING FOR STRAP „ &FRAME .,.. O 2-0 ABOVE A POINT Q 0 C WITHIN 10'-0" OF THE GALVANIZED FLASHING (/� J CONT. ROOF SHEATHING NAIL PER PLAN , NEAREST ROOF... O PRECAST CONC.,OR -, , . „, EXT: SHEATHING W � PROVIDE 2x4 BLOCKING w/(2)1,6d NAILS EACH END >,, , D 1 SPH4 EVERY POWERS STEEL SILL, J 1 O :ATTACHED PER (� TO TOP CHORDS OF TRUSSES. BELOW WHEN "^ - D 1, I, OTHER STUD TO NAILING SCHED. TYP.:@ ALL WINDOWS O W O BOTTOM PLATE DOES NOT LINE P ABOVE TRUSS .. - � DOUBLE TOP PLATE BELOW A 11 Z L W ND CONNECT w/ HTS20 @ 32 O.C. , 2x4 FRAMED CRICKET m 2x4 VERTICAL 24"��. d EXT FINISH PER PLAN a PRE-ENGINEERED ROOF TRUSS PER N E W/GALVANIZED Q F-: Z E ; U S LA BLOW `1 O.C. MAX. w/ (4) 1 Od � I— .� J Vi LL, NAILS TO BOTTOM + + FLASHING U >- W o °b CHORD & 3 10 NAILS a c5 W 2x PLATE OVER R H A 4 O d + it F S O OOF DECK PER VALLEY K TO TOP CHORD; NOTE ,..m; MAIN FLOOR (� i"' a I_ O FRAMING h ca DETAIL � IF WALL IS , � B BETWEEN 4FT & 8FT, (4) 16d COMMONS .. ELEV 0'-0', DOUBLE TOP PLATE �{ + NAILED @ EACH END <8> USE 2x6 SYP #2 STUDS ++ CONC. SLAB - VERT REINF. BEYOND SEE FOUNDATION ,� _ , : — — SIMPSON H3 H4 OR H5 EA. END OF TRUSS OR GALVANIZED FLASHING 2x4 BLOCKING W/ 2 PLAN FOR MORE IN ""= _ STRUCTURAL ENG: BED/BAD/M/�FL. " @ C O I=I_I �= 11— h DRAFTING: 7-,,,, 16d COMMONS END — RAFTER ', � I—! r j <8> 2x4 BLOCKING W/ (2) NAILED TO VERTICAL + COMMON TRUSS PER PLAN OR CONV. FRAMING w/ ` E 16d COMMONS END 2x4's MASONRY WA L PER sTRUCr: JV „ ; I` J STRUCTURAL SHEATHING PER PLAN AND ROOF 1 7 1. NAILED TO VERTICAL �_,,, • PLAN V�LJ� a �, e� N� Qcc�Ec�e: G.. �,. FINISH PER ARCHSFIN ti, _2x4's + + � SEE FOUNDATION JOB No. TM -2151520 CURVED ROOF TRUSSES PER PLAN OR CURVED G + + DETAILS FOR FTG INFO SANF'ORD KRAFTERS w/ 2 LAYERS 3/4" CDX SHEATHIN TRUSS PER PLAN SCALE: AS INDICATED NAILED @ 6" O.C. STAGGERED rr DATE: 01/12/2015 NOTE. SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D MO CHIMNEY FRAMING DETAIL SO TYPICAL ONE STORY CMU WALL SECTION NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 3/4"=11_011 TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. °= COPYRIGHT MCD 2014: The information contained In this document Is copyrighted and Is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR & ASSOCIATES LLC An use duplication, or transfer of these documents without the expressed, writtenprohibited.- - p p Y I Y I p , p tt consent of MONTH CONSULTING &DESIGN, OF WMR &.ASSOCIATES, LLC Is strictly -. fl F01 DORMER FRAMING DETAIL PT 2x8 PLT., CANT. FOR CLG. NAILING SURFACE PROVIDE 16d NAILS — GABLE END TRUSS TO PLT.@12" O.C. MAX. CMU WALL OR LINTEL BELOW SIMPSON A23 @ EACH A35 DIAGONAL TO IV BRACE TO PLATE TRUSS BOT. CHORD H GABLE BRACING + UP TO 4'-8" :31/4HOLD 1/2 J -BOLTS w/ 4'-8" < H :!E 7'-0" (1) 2x4 BRACE WASHERS (MIN. 7" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" ol EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ 14'-0" < H618'-8" STRONGBACK W/ (2) 2x4 BRACE EACH END AND 32" O.C. 24" O.C. FOR FALSE BM W CONNECTION DETAIL MAX. ATTACHMENT w/ (3) 1 Od z U .,, Q z TOENAILS EA. END J 2 CU I J w m 2x TOP PLATTE TO LL BRACE NOT REQUIRED wzl,9�1I = U GABLE END W/ 16d ° o m NAILS @ 6" O.C. J FRAMING FOR FALSE L ; 4®® «, .. .i " �a� � Q 0 _L , WHERE O.H. IS > 1'-0", DROP as SEE PLAN FOR ®,®� ® _ U_, 2x4 ATTACHED TO EA. W SUPPORT ANDTIE p� ®®AA 111111 GABLE 2x4 BRACE WITH DOWN OF JACK (2) 10d NAILS SIMPSON HGA10 @ 48, SIMPSON HGA10 @ 4$�� GABLES w/ OUTLOOKERS @ 24" O.C. 1'-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2) 16d ~ BETWEEN TRUSS BAYS x U .O.C. O.C. NOTE: ALL GABLE 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. TO RUN BACK TO 1ST COMMON SEE ELEV. FOR NAILS @ EA. END, Q BRACING IS TO BE BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF TRUSS WITH (3) 12d TOENAILS. O.H. SIZE BLOCK ADJ. BAYS @ Q SHEATHING NOT REQ'D SHEATHING NOT RE 'D Q SYP#2 OR BETTER SHEATHING TO BLOCKS W/ 8d NAILS @ 6 O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) CONNECT TO DROP GABLE WITH EA.DIAG. AS SHOWN. SHEATHING PER PLAN TO BE CONT. THE - @ , -, TO BE CONT. @THE H2.5 CLIP. MAX 2'-0" O.H. FASTEN ROOF , . TRANSITION FROM TRANSITION FROM SHEATHING TO 1'-0" MAX PLYWOOD CANT. O.H. BEAM TO GABLE WALL TO GABLE X BLOCKS w/8d NAILS SEE ELEV. FOR TRUSS TRUSS \ @ 6" O.C. O.H. SIZE CONT. 2x4 WHERE O.H. iS > 1'-0", DOUBLE 2x TOP PLATE \ 2x4 DIAGONAL BRACE DROP END GABLE w/ 48" O.C. TO 3RD ' OUTLOOKERS @ 24" w FASTEN SIDE WALL \ \ BAY REQ'D w/ O.C. TO RUN BACK TO � ;A BEAM PER PLAN SHEATHING PER PLAN. \ STRONGBACK, SEE 1 ST COMMON TRUSS — (5) 16d NAILS BRACE CHART WITH (3) 12d TOENAILS. TO BLOCKINGCONNECT \ GABLE BRACING (+) TO DROP — SIMPSON H10A 1 SIMPSONHOA EXT. SHEATHING; ATTACH \ SEE CHART GABLE WITH H2.5 CLIP. IY U PER PLAN MAX 2'-0"-0.H. DIAGONAL TO BEAM DIAGONAL TO TOP PLATE PROVIDE 2x4 BRACE s U) W TO EA. ADJ. DIAG. D FASTEN TO DIAG. w/ 2 STRONGBACK 1F REQ'D — CONT. 2x4 , BEAM CONNECTION FRAME WALL CONNECTION 16d NAILS. PER CHART (5) 16d NAILS BRACE ` „ 2x4'S @ 24 O.C. GABLE BRACING @ 48" , O.C. NOT REG'D 6 A Q 2 A TO BLOCKING GABLE END -- ---- PROVIDE 2x4 BRACE SHEATHING FASTEN FROM EAVES GABLE END TO EA. ADJ. DIAG. PER PLAN W SHEATHING FASTEN FASTEN TO DIAG.w/(2) SPLICE AS REQ'D 45' PER PLAN. 16d NAILS. X, 0 CONTRACTOR TO FIELD VERIFY WHICH -- SIMPSON H10A DIAG. , CONDITION IS REQUIRED. CONTACT EOR TO BLOCKING1111111)/// W FOR ADDITIONAL INFO AS REQ'D PT 2x8 PLT., CANT. FOR CLG. NAILING SURFACE PROVIDE 16d NAILS — GABLE END TRUSS TO PLT.@12" O.C. MAX. CMU WALL OR LINTEL BELOW SIMPSON A23 @ EACH A35 DIAGONAL TO IV BRACE TO PLATE TRUSS BOT. CHORD H GABLE BRACING + UP TO 4'-8" :31/4HOLD 1/2 J -BOLTS w/ 4'-8" < H :!E 7'-0" (1) 2x4 BRACE WASHERS (MIN. 7" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" ol EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ 14'-0" < H618'-8" STRONGBACK W/ (2) 2x4 BRACE EACH END AND 32" O.C. 24" O.C. FOR FALSE BM W CONNECTION DETAIL MAX. ATTACHMENT w/ (3) 1 Od z U .,, Q z TOENAILS EA. END J 2 CU I J w m 2x TOP PLATTE TO LL BRACE NOT REQUIRED wzl,9�1I = U GABLE END W/ 16d ° o m NAILS @ 6" O.C. J FRAMING FOR FALSE L 6' FROM EAVES., TRUSS PER PLAN 4®® «, .. .i " �a� � Q 0 _L , GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H :!E 7'-0" (1) 2x4 BRACE 7'-0" < H 6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H618'-8" STRONGBACK W/ (2) 2x4 BRACE BEAM, IF REQ D w/ (3) @ 48" O.C. FOR FIRST 3 a HGA10KT @ 32" O.C. 10d NAILS EA. TRUSS SEE GABLE @ 2x4 BRACE IF REQ'D BAYS WALL PER PLAN N BRACE CONNECTION DETAIL. as SEE CHART. (FRAME WALL SHOWN; ti TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ FOR REQ'D" , #5 CONT. SINGLE BASE &TOP CONNECTIONS MAY ALSO BE � I` FALSE BM PER PLAN 10d COMMON NAILS (1) A23 FROM MASONRY) PLATE w/ PLYWOOD \11 M' SHEATHING COVERING IF REQ'D @ 6"O.C. STRONGBACKTO *�e�k ie�c�►c a DIAGONAL NOTE. GABLES SPANNING LESS THAN 8 DO NOT REQUIRE BRACING � � � °0 .2 CMU WALL CONNECTION CLEAR SPAN CONNECTION GABLE VERTICAL M �- 2ND 2x4 BRACE IF C `" x - ' REQ'D, SEE CHART �' I~' , NOTE. REFER TO DETAIL GE02 TI -15 PAGE -FOR -GABLE GABLE BRACING A -A GABLE VERTICAL BRACING 2x6 m 10d COMMON NAILS @ z r Q 8" O.C. E GABLE END @ FLAT CEILING CONNECTIONS GEO GABLE END BRACING (GE�O3 GABLE END @ FLAT CEILING w/ BOSTON HIP ra ,, 3/4"=1 1-01, 3/4"=1'-0" 3/4"=1,-O" i 2x4 BLOCKING @ EA. PROVIDE 2x BLOCKING 2 2x TOP PLATE w OUTLOOKER (MAX. FOR NAILING 2x4 BLOCKING (2) 12d Z rr� t ROOF SHEATHING PER 2 16d NAILS PLT. TO NAILS, TOENAILED ROOF SHEATHING O @ SEE GEO1/SD3 FOR 8d NAILS @ 4 O.C. - o PLAN 2-0 MAX. STUD TOP & BOTTOM EACH END.AT24 O.C. ROOF SHEATHING (n U o .- SPAN 2 0) w/ (2) 16d OUTLOOKER OR CONV. FRAME OR W END NAILS EA. END (TYP.) (END NAIL PLTS. PER PLAN c� HEADER PER PLAN, SHEATHING VALLEY TRUSSES PER o ® - O w r� , E TO STUD TRUSS PER PLAN a z I–:, "` o SEE HEADER CANTILEVER � o�j w 2x FASCIA w (2) 16d DTC CLIP, (2) 8d NAILS: PLAN w � z �w , INTO BLOCKING, (4) 8d SCHEDULE & NOTES W 0 Q O - c END NAILS @ EA. 2x4 #2 SYP P.T. FOR ADDT'L INFO. Z U H O >(D } „ �� NAILS INTO TOP PLATE - , CO � 2x4 OUTLOOKER @ 24 OUTLOOKER BLOCKING 24 O.C. (2) 16d TOENAILS C) O w;z cp @ I SIMPSON LSTA12 0R 1- ,cA �^ e O.C. MAX. w/ (2) 16d SIMPSON H2.5(TYP.) W/ (2) 12d END NAILS BRACE TO LEDGER SP4 CONNECTORS @ b J 'c z W v Q a sr wo END NAILS TO TRUSS HOLD WALL 3-1/2 @ EACH END 24' o.a 1F HEADER WITH GABLE TRUSS ,._I O cn w - o=2 c, WN DOUBLE TOP PLATE i Z h- w w o DO FOR UPLIFT SPAN 4-6 OR Z z I- 1 2x4 LEDGER W/ (2) 10d <' Q Z) u) � z E OUTLOOKER TRUSS PER PLAN I MORE. EXT. SHEATHING, O ,;W Q w.z O NAILS @EACH WEB cn U ,2 0 O = TRUSS PER PLAN `-- HEADER PER PLAN IF � I ATTACH PER NAILING � O � � EXTERIOR SHEATHING. REQ'D. MIN (1) JACK& z SCHED. a TRUSS PER PLAN I 2x DOWNFRAME TO W t- I- (1), KING STUD w/ SIMPS. g ATTACH PER PLAN c W I- 0 N Q � ..ujq 2 16d NAILS TO EA. D_ FROM TOP OF WALL I I DOOR AS REQ'D O 7 Z O� N q ; VARIES LSTA18 HEADER TO w I COMMON TRUSS ��' J L O U STUDS TYP. BASE TO BOTTOM I I H W 0 RAKED DOUBLE TOP CONNECTION I S �-. 2x8 #2 SPF STUDS AT PLATE SHEATHING PER PLAN 16" O.C. I SIMPSON META16 ~ V CEILING NAILER AS „ _ I I @ W 1/2 x 8 J BOLT @ 32 ,'� DTC CLIP, (2) 8d NAILS 32 O.C. GABLE TRUSS W 0 ------ 2x8 #2 SYP PT. BASE I MAIN SPAN ROOF REQ'D O.C. AND 6" FROM EA. INTO BLOCKING, (2) MASONRY WALL OR ,,. I 1/2 THREADED ROD TO MASONRY. AT _ , MASONRY WALL OR LINTEL SEE PLAN PLATE W/ 1/2 x 8 I EA. SIDE OF HEADER TRUSS END w/NUT &WASHER 3/16 x 2 3/4 TAPCONS WOOD WALL 2x8,#2.SPF STUDS @ P. ANCHOR BOLT OR 16" .0 TYP. MSTAM-24 TYP. EA. LINTEL SEE PLAN :.., 6 O I �� IN CMU: OR SIMPSON TITEN HD 32 O.C. & (CENTERED w/in TOP LOCATIONS USE UPLIFT CONNECTOR SIDE OF EA. STUD. META16 @ I PLATE & 6 FROM JAMB LSTA18 OR MTS12 @ (SEE SCHEDULE) 2x8 #2 SYP PT BASE 6" FROM EACH END I STUDS w/ MIN 7" . w . CENTERED BETWEEN I ) 32 O.C. MASONRY WALL PLATE EMBED, INTO SLAB FRAME AND CMU SEE I SHOWN, SEE PLAN ONLY REQ D BDG . WALL SPLICE DETAIL STD CON DLTION CMU VA L N TTI N M I @ FOR WOOD OR GMU WALL PER PLAN , @ U TED CO D O@ C U I FOR REQ'D FLASHING ( MASONRY WALL W/UPLIFT I GEO GABLE END @VAULTED CEILING I rGEO k GABLE END AT VALLEY FRAMING "= 1-011 2x8 RIDGE BOARD SIMPSON DTC, (2) 8d HEADER STUDS PER C14 HEADER SCHEDULE 2x6 COLLAR TIE HALF NAILS INTO BLOCKING, I I r 4 8d NAILS TO TOP U.N.O. ON PLANS r WAY UP HEIGHT OF ( ) _ I11 -- PLATE I i, .,:. Z , oaa VALLEY. FASTEN. w/ (5) N J 10d COMMON NAILS @ _> F EACH END (TYP.) 4° ATTACH JAMB STUDS W i I °A °R I OC J 2x6 RAFTER TO 2x$ TRUSS PER PLAN FN PER WF08/SD4 W RIDGE BOARD W/ A35 TRUSS PER PLAN /NC, I 0 W 0 o � ON (1) SIDE OF Z a RAFTER & A35 ON ADJ TRUSS PER PLAN DTC CLIP, (2) 8d NAILS m F_ `RAFTER TO OPP SIDE INTO BLOCKING, (2) I O Z (AS SHOWN) I 3/16" x 2 3/4" TAPCONS r I ;, `` ~ J V) w 2x6's 24" O.C. MAX. IN CMU. OR SIMPSON 2x4 SYP #2 BLOCKING, META16 Q _ FASTEN SYP OR SPF P.T BASE PLATE as H 0. F_ LUZ 2x6 (MIN.) PLATE THRU @ 24" O.C. W/ (2) 12d END NAILS@ EACH SHEATHING PER PLAN CL END. W/ 1/4"x4-1/2" SIMPSON WALL SHEATHING PER LAY 2x4 BLOCKING SDS SCREWS TO TOP - - - - - - - CHORD OF EACHPLAN LINTEL PER PLAN OVER THE TOP OF THE TRUSS BELOW BOTTOM CHORD. FASTEN CONV. 2x2x WALL, SEE PLAN z ATTACH W/ (2) 1 O VALLEY RAFTER L NAILS @ EACH TRUSS FRAMING (OR PRE -ENG r=' S --- STRUCTT URAL ENG: BED/BAD/MARC DRAFTING. �VILU/NG STRUCT: JV QC CHECK:. CC -- VALLEY TRUSSES) TO GvALLEYTRUSSES)To STD CONDITION @FRAME WALL BEARING CONDITION @CMU WALL sN�oR 2x PLATE WITH JOB No. TM -2151520 SIMPSON MTS12 ORRnSCALE:---- - .--- - • F..... q;.,�� AS INDICATED LSTA12 &O 5 8d NAILS � DATE: @ EA. RAFTER TO PLT. Q1/12/2015 CF01 FIELD FRAMED VALLEY DETAIL F0 NON-BEARING WALL CLIP DETAIL FO TYPICAL HEADER DETAIL NOT USED #16-356 1/2"-1 -0 SQ3 COPYRIGHT MCD 2014: The Information contained in this document Is copyrighted and Is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA.CONSULTING &DESIGN, OF WMR & ASSOCIATES, LL Is strictly prohibited: - APROVIDE _04i LL %1 6- 0 AN. Z Z W. SEE GABLE 2x BLOCKING GABLE BRACING @ 48 , 0 G Q . LU Nq _j0 [� U CONNECTION DETAIL O.C. MAX. 45° FROM FOR NAILING U .,, Q FOR REQ'D HORIZONTAL +/- 10° ( ) �� p CONNECTIONS BRACE NOT REQUIRED ®.* Q 6' FROM EAVES., TRUSS PER PLAN 4®® «, .. .i " �a� � Q as SEE PLAN FOR ®,®� ® _ U_, 2x4 ATTACHED TO EA. SUPPORT ANDTIE p� ®®AA 111111 GABLE 2x4 BRACE WITH DOWN OF JACK (2) 10d NAILS TRUSSES PROVIDE BLOCKING , BETWEEN TRUSS BAYS x U BEAM, IF REQ D w/ (3) @ 48" O.C. FOR FIRST 3 a HGA10KT @ 32" O.C. 10d NAILS EA. TRUSS SEE GABLE @ 2x4 BRACE IF REQ'D BAYS WALL PER PLAN N BRACE CONNECTION DETAIL. as SEE CHART. (FRAME WALL SHOWN; ti TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ FOR REQ'D" , #5 CONT. SINGLE BASE &TOP CONNECTIONS MAY ALSO BE � I` FALSE BM PER PLAN 10d COMMON NAILS (1) A23 FROM MASONRY) PLATE w/ PLYWOOD \11 M' SHEATHING COVERING IF REQ'D @ 6"O.C. STRONGBACKTO *�e�k ie�c�►c a DIAGONAL NOTE. GABLES SPANNING LESS THAN 8 DO NOT REQUIRE BRACING � � � °0 .2 CMU WALL CONNECTION CLEAR SPAN CONNECTION GABLE VERTICAL M �- 2ND 2x4 BRACE IF C `" x - ' REQ'D, SEE CHART �' I~' , NOTE. REFER TO DETAIL GE02 TI -15 PAGE -FOR -GABLE GABLE BRACING A -A GABLE VERTICAL BRACING 2x6 m 10d COMMON NAILS @ z r Q 8" O.C. E GABLE END @ FLAT CEILING CONNECTIONS GEO GABLE END BRACING (GE�O3 GABLE END @ FLAT CEILING w/ BOSTON HIP ra ,, 3/4"=1 1-01, 3/4"=1'-0" 3/4"=1,-O" i 2x4 BLOCKING @ EA. PROVIDE 2x BLOCKING 2 2x TOP PLATE w OUTLOOKER (MAX. FOR NAILING 2x4 BLOCKING (2) 12d Z rr� t ROOF SHEATHING PER 2 16d NAILS PLT. TO NAILS, TOENAILED ROOF SHEATHING O @ SEE GEO1/SD3 FOR 8d NAILS @ 4 O.C. - o PLAN 2-0 MAX. STUD TOP & BOTTOM EACH END.AT24 O.C. ROOF SHEATHING (n U o .- SPAN 2 0) w/ (2) 16d OUTLOOKER OR CONV. FRAME OR W END NAILS EA. END (TYP.) (END NAIL PLTS. PER PLAN c� HEADER PER PLAN, SHEATHING VALLEY TRUSSES PER o ® - O w r� , E TO STUD TRUSS PER PLAN a z I–:, "` o SEE HEADER CANTILEVER � o�j w 2x FASCIA w (2) 16d DTC CLIP, (2) 8d NAILS: PLAN w � z �w , INTO BLOCKING, (4) 8d SCHEDULE & NOTES W 0 Q O - c END NAILS @ EA. 2x4 #2 SYP P.T. FOR ADDT'L INFO. Z U H O >(D } „ �� NAILS INTO TOP PLATE - , CO � 2x4 OUTLOOKER @ 24 OUTLOOKER BLOCKING 24 O.C. (2) 16d TOENAILS C) O w;z cp @ I SIMPSON LSTA12 0R 1- ,cA �^ e O.C. MAX. w/ (2) 16d SIMPSON H2.5(TYP.) W/ (2) 12d END NAILS BRACE TO LEDGER SP4 CONNECTORS @ b J 'c z W v Q a sr wo END NAILS TO TRUSS HOLD WALL 3-1/2 @ EACH END 24' o.a 1F HEADER WITH GABLE TRUSS ,._I O cn w - o=2 c, WN DOUBLE TOP PLATE i Z h- w w o DO FOR UPLIFT SPAN 4-6 OR Z z I- 1 2x4 LEDGER W/ (2) 10d <' Q Z) u) � z E OUTLOOKER TRUSS PER PLAN I MORE. EXT. SHEATHING, O ,;W Q w.z O NAILS @EACH WEB cn U ,2 0 O = TRUSS PER PLAN `-- HEADER PER PLAN IF � I ATTACH PER NAILING � O � � EXTERIOR SHEATHING. REQ'D. MIN (1) JACK& z SCHED. a TRUSS PER PLAN I 2x DOWNFRAME TO W t- I- (1), KING STUD w/ SIMPS. g ATTACH PER PLAN c W I- 0 N Q � ..ujq 2 16d NAILS TO EA. D_ FROM TOP OF WALL I I DOOR AS REQ'D O 7 Z O� N q ; VARIES LSTA18 HEADER TO w I COMMON TRUSS ��' J L O U STUDS TYP. BASE TO BOTTOM I I H W 0 RAKED DOUBLE TOP CONNECTION I S �-. 2x8 #2 SPF STUDS AT PLATE SHEATHING PER PLAN 16" O.C. I SIMPSON META16 ~ V CEILING NAILER AS „ _ I I @ W 1/2 x 8 J BOLT @ 32 ,'� DTC CLIP, (2) 8d NAILS 32 O.C. GABLE TRUSS W 0 ------ 2x8 #2 SYP PT. BASE I MAIN SPAN ROOF REQ'D O.C. AND 6" FROM EA. INTO BLOCKING, (2) MASONRY WALL OR ,,. I 1/2 THREADED ROD TO MASONRY. AT _ , MASONRY WALL OR LINTEL SEE PLAN PLATE W/ 1/2 x 8 I EA. SIDE OF HEADER TRUSS END w/NUT &WASHER 3/16 x 2 3/4 TAPCONS WOOD WALL 2x8,#2.SPF STUDS @ P. ANCHOR BOLT OR 16" .0 TYP. MSTAM-24 TYP. EA. LINTEL SEE PLAN :.., 6 O I �� IN CMU: OR SIMPSON TITEN HD 32 O.C. & (CENTERED w/in TOP LOCATIONS USE UPLIFT CONNECTOR SIDE OF EA. STUD. META16 @ I PLATE & 6 FROM JAMB LSTA18 OR MTS12 @ (SEE SCHEDULE) 2x8 #2 SYP PT BASE 6" FROM EACH END I STUDS w/ MIN 7" . w . CENTERED BETWEEN I ) 32 O.C. MASONRY WALL PLATE EMBED, INTO SLAB FRAME AND CMU SEE I SHOWN, SEE PLAN ONLY REQ D BDG . WALL SPLICE DETAIL STD CON DLTION CMU VA L N TTI N M I @ FOR WOOD OR GMU WALL PER PLAN , @ U TED CO D O@ C U I FOR REQ'D FLASHING ( MASONRY WALL W/UPLIFT I GEO GABLE END @VAULTED CEILING I rGEO k GABLE END AT VALLEY FRAMING "= 1-011 2x8 RIDGE BOARD SIMPSON DTC, (2) 8d HEADER STUDS PER C14 HEADER SCHEDULE 2x6 COLLAR TIE HALF NAILS INTO BLOCKING, I I r 4 8d NAILS TO TOP U.N.O. ON PLANS r WAY UP HEIGHT OF ( ) _ I11 -- PLATE I i, .,:. Z , oaa VALLEY. FASTEN. w/ (5) N J 10d COMMON NAILS @ _> F EACH END (TYP.) 4° ATTACH JAMB STUDS W i I °A °R I OC J 2x6 RAFTER TO 2x$ TRUSS PER PLAN FN PER WF08/SD4 W RIDGE BOARD W/ A35 TRUSS PER PLAN /NC, I 0 W 0 o � ON (1) SIDE OF Z a RAFTER & A35 ON ADJ TRUSS PER PLAN DTC CLIP, (2) 8d NAILS m F_ `RAFTER TO OPP SIDE INTO BLOCKING, (2) I O Z (AS SHOWN) I 3/16" x 2 3/4" TAPCONS r I ;, `` ~ J V) w 2x6's 24" O.C. MAX. IN CMU. OR SIMPSON 2x4 SYP #2 BLOCKING, META16 Q _ FASTEN SYP OR SPF P.T BASE PLATE as H 0. F_ LUZ 2x6 (MIN.) PLATE THRU @ 24" O.C. W/ (2) 12d END NAILS@ EACH SHEATHING PER PLAN CL END. W/ 1/4"x4-1/2" SIMPSON WALL SHEATHING PER LAY 2x4 BLOCKING SDS SCREWS TO TOP - - - - - - - CHORD OF EACHPLAN LINTEL PER PLAN OVER THE TOP OF THE TRUSS BELOW BOTTOM CHORD. FASTEN CONV. 2x2x WALL, SEE PLAN z ATTACH W/ (2) 1 O VALLEY RAFTER L NAILS @ EACH TRUSS FRAMING (OR PRE -ENG r=' S --- STRUCTT URAL ENG: BED/BAD/MARC DRAFTING. �VILU/NG STRUCT: JV QC CHECK:. CC -- VALLEY TRUSSES) TO GvALLEYTRUSSES)To STD CONDITION @FRAME WALL BEARING CONDITION @CMU WALL sN�oR 2x PLATE WITH JOB No. TM -2151520 SIMPSON MTS12 ORRnSCALE:---- - .--- - • F..... q;.,�� AS INDICATED LSTA12 &O 5 8d NAILS � DATE: @ EA. RAFTER TO PLT. Q1/12/2015 CF01 FIELD FRAMED VALLEY DETAIL F0 NON-BEARING WALL CLIP DETAIL FO TYPICAL HEADER DETAIL NOT USED #16-356 1/2"-1 -0 SQ3 COPYRIGHT MCD 2014: The Information contained in this document Is copyrighted and Is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA.CONSULTING &DESIGN, OF WMR & ASSOCIATES, LL Is strictly prohibited: - NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYP. ZWO ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d NAILS ((2) ON EA. SIDE) TYP. AT ALL EXTERIOR CONDITIONS BOTTOM SPLICE OVER STUD TYPICAL TOP PLATE SPLICE @ BRG. WALL tVVFOE TYPICAL BUILT-UP STUD COLUMN DETAIL (3+) 2x COLUMN o %%J111U111111 .•• e ® w A .0 Lo -0 '3/4"=1 1-1/2"=V-0" ®®®® CN r 2x DBL TOP PLATE MIN. 15/32" EXP 1 SHEATHING SHEATHING PER PLAN ®•UV �L. ®` °a W 2 3L;L .� 0 A m . ••y a z o BEYOND7 INSTALLED VERTICALLY. 0 NAIL AT BASE USING (2) ROWS OF 8d COMMON NAILS 0a ti.. w z c� 3„ O.C. W" -®ca Q — — — — — L z @ ROOF SHEATHING, • �, 1r: U — — — — — — — — — U 2 NAIL AT TOP PLATE USING (2) ROWS OF, 8d COMMON A NAIL SPACING FASTEN PER PLAN ..,r 0. IT �I T� II— w ? � O OV SC O S ROOF SHEATHING, p.- °�,� :: � d 6 a z❑ NAILS @ 3 O.C. -II F qe R� T ROOF SHEATHING, 2k SFR CSB N ® p.® o®° '� ❑ a " _ <F qp O <� CqA Tp, FASTEN PER PLA oQ w�® ¢ 11 11 IITjI WW w 0 NAIL OPENING PERIMETER w/ (2) ROWS OF 8d 1/2„ NG T FASTEN PER PLAN NG r ®®a 11--�I_-_--_----- a- U) COMMON NAILS @3 O.C. h'pF SS h'p SSS P®�@� J III u.. 4 NAIL INT. W/ 8d COMMON NAILS 12" O.C. &NAIL p�S' Fp ', ®o�lllliwl u' WALL SHEATHING 0 w O „ @ y III III I I I I I x EDGES 6 O.C. U.N.O. ON PLANS 2x4 FRAMING 24 SPLICE, SEE SPLICE A r „ O.C. MAX. III I I I I I I I DETAIL. MAX 1/8" 5 STAGGER ALL VERT. PANEL JOINTS &NAIL W/ 8d 1/2 2x4 FRAMING @ 24 F- O „2x4 #2 SYP CONT. w/ (2) III OPENING III I I I I II SPACE BETWEEN w � COMMON NAILS @ 3 O.C. O.C. MAX. PROVIDE (4) 10d x 3" 4 w DOUBLE NAIL EDGE SPACING 2x SCAB w/ 10d NAILS 16d COMMON NAILS o III III I I PANELS z > 6 PLYWOOD SPLICES @ HEADER -NAIL SHEATHING TO ' Q @ 4" O.C. PROVIDE (4)1 Od x3 NAILS AT JOINT EA. STUD OR TRUSS cn O III 3 I I I I I I I U HEADER W/ 8d COMMON NAILS @ 3" O,C. (2) ROWS @ EXTERIOR SHEATHING NAILS AT JOINT MEMBER, TYP. (MAX. o -� PER -ENG TRUSSES , III TYP. III I I I I I I p TOP & BOTTOM 2x SCAB w/ 10d NAILS 24" O.C.). IF MASONRY, 40� AROUND U_ O 2 NAILS STUD PER PLAN �. III III I I I I I I 2x STUDS BEYOND, O7 O 3d ALS @ 3 O.C.O C. TO EACH TRUSS ENDO @ SHEATHING SPLICE, @ 4 O.C. USE (2) 1/4" TAPCONS / �� OPENING SEE PLAN FOR MORE w VERTICAL MEMBER IF GABLE END BETWEEN EXTERIOR TRUSS CONNECTION w/ MIN. 2" EMBED. @ a "'+ "-' ' N III III I I I I I I w PER -ENG TRUSSES o INFO I- z � O SHEATHING & PER PLAN 2 FASCIA ER P A 2x FASCIA 24" O.C. z III _T I— — -71— III I I I I I w t- IIII II II II I I II IIII ¢ o b r; PIPE OR DUCT ❑ = DOUBLE 2x4 TOP I I II IIII NOTES: 0 I�L=�1=a�-_IL_ °o Cq __iL= LLI FLOOR SYSTEM `" — — — — _ w CUT TO FIT OF PENETRATION O 2 ROWS 10d @ 3" O.C. PLATE OPENING SIZE 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN SHEATHING DIAGRAM WR�EXTERIOR SHEATHING SCHEDULE F-- 3/41'=1'-0" MORE THAN 50% OF 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION Q TOP PLATE WIDTH NAIL TOP PLATE TO 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) OUTSIDE (2) 2x4's EDGE DISTANCE 0 INSTALL SIMPSON PROVIDE 2x4 ON TOP BOTTOM PLATE w/ (4) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" 2 1/2 EDGE PER VtAIL PSPN516Z W/ (12) 16d 2x4 STUDS PER OF 2x8 TO BLOCK OUT10d NAILS LAP SPLICE 48 MIN & 1" EDGE 1 1/2" EDGE NAILS TYP. TOP & BOT. FRAMING PLAN TOP PLATE ATTACH W/ ATTACH PER NAILING 10 (2) 10d NAILS O.C. PATTERN ON THIS 10d x 3" DOUBLE 10d 3" O.C. @ (SOLID BLOCK W/ 2x6) 10d x 3 COMMONDETAIL AzIt — TOP SPLICE Z ❑ 2 1/2" ❑ w w 0 2„ z ❑ W 1 1/2" w 2 1 /4" CO z - � z U Z 2x4 BEYOND AGAINST • ' • M/ N N T N a o cn F- • �8''M • /N 2x8 STUDS • N N „ 10d x 3 COMMON oEL o CL — , • -OL w .. ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d ' • . • , OVERLAP TOP PLATE 10d x 3" COMMON OPP. 0 0 x N C) U) • ' NAILS ((2) ON EA. SIDE) AT CORNER SIDE z z w U z W • TYP, AT ALL EXTERIOR .• U U a U „ 10d x 3 OPP. SIDE • • CONDITIONS NAIL BOTTOM PLATE I I a I I 4 I z a • TO CORNER STUD d • PACK w/ (4) 10d NAILS con ao 00 00 11 ' 2x8 STUDS PER001, FRAMING PLAN 00 10d x 3" COMMON CL DISTANCE PER TOP SPLICE OPP. SIDE DETAIL TOP PLATE CORNER TRANSITION (2) 2x4's (2) 2x6'5 (2) 2x8's W DOUBLE 2x8 TOP PLATE TOP PLATE TRANSITI NINSIDE (2) 2x COLUMN PLY NAILS NAILED AT 8 O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C: OUTSIDE 2X'S TYPICAL TOP PLATE SPLICE @ BRG. WALL tVVFOE TYPICAL BUILT-UP STUD COLUMN DETAIL (3+) 2x COLUMN o %%J111U111111 .•• e ® w A .0 Lo -0 '3/4"=1 1-1/2"=V-0" ®®®® CN r 2x DBL TOP PLATE MIN. 15/32" EXP 1 SHEATHING SHEATHING PER PLAN ®•UV �L. ®` °a W 2 3L;L .� 0 A m . ••y a z o BEYOND7 INSTALLED VERTICALLY. 0 NAIL AT BASE USING (2) ROWS OF 8d COMMON NAILS 0a ti.. w z c� 3„ O.C. W" -®ca Q — — — — — L z @ ROOF SHEATHING, • �, 1r: U — — — — — — — — — U 2 NAIL AT TOP PLATE USING (2) ROWS OF, 8d COMMON A NAIL SPACING FASTEN PER PLAN ..,r 0. IT �I T� II— w ? � O OV SC O S ROOF SHEATHING, p.- °�,� :: � d 6 a z❑ NAILS @ 3 O.C. -II F qe R� T ROOF SHEATHING, 2k SFR CSB N ® p.® o®° '� ❑ a " _ <F qp O <� CqA Tp, FASTEN PER PLA oQ w�® ¢ 11 11 IITjI WW w 0 NAIL OPENING PERIMETER w/ (2) ROWS OF 8d 1/2„ NG T FASTEN PER PLAN NG r ®®a 11--�I_-_--_----- a- U) COMMON NAILS @3 O.C. h'pF SS h'p SSS P®�@� J III u.. 4 NAIL INT. W/ 8d COMMON NAILS 12" O.C. &NAIL p�S' Fp ', ®o�lllliwl u' WALL SHEATHING 0 w O „ @ y III III I I I I I x EDGES 6 O.C. U.N.O. ON PLANS 2x4 FRAMING 24 SPLICE, SEE SPLICE A r „ O.C. MAX. III I I I I I I I DETAIL. MAX 1/8" 5 STAGGER ALL VERT. PANEL JOINTS &NAIL W/ 8d 1/2 2x4 FRAMING @ 24 F- O „2x4 #2 SYP CONT. w/ (2) III OPENING III I I I I II SPACE BETWEEN w � COMMON NAILS @ 3 O.C. O.C. MAX. PROVIDE (4) 10d x 3" 4 w DOUBLE NAIL EDGE SPACING 2x SCAB w/ 10d NAILS 16d COMMON NAILS o III III I I PANELS z > 6 PLYWOOD SPLICES @ HEADER -NAIL SHEATHING TO ' Q @ 4" O.C. PROVIDE (4)1 Od x3 NAILS AT JOINT EA. STUD OR TRUSS cn O III 3 I I I I I I I U HEADER W/ 8d COMMON NAILS @ 3" O,C. (2) ROWS @ EXTERIOR SHEATHING NAILS AT JOINT MEMBER, TYP. (MAX. o -� PER -ENG TRUSSES , III TYP. III I I I I I I p TOP & BOTTOM 2x SCAB w/ 10d NAILS 24" O.C.). IF MASONRY, 40� AROUND U_ O 2 NAILS STUD PER PLAN �. III III I I I I I I 2x STUDS BEYOND, O7 O 3d ALS @ 3 O.C.O C. TO EACH TRUSS ENDO @ SHEATHING SPLICE, @ 4 O.C. USE (2) 1/4" TAPCONS / �� OPENING SEE PLAN FOR MORE w VERTICAL MEMBER IF GABLE END BETWEEN EXTERIOR TRUSS CONNECTION w/ MIN. 2" EMBED. @ a "'+ "-' ' N III III I I I I I I w PER -ENG TRUSSES o INFO I- z � O SHEATHING & PER PLAN 2 FASCIA ER P A 2x FASCIA 24" O.C. z III _T I— — -71— III I I I I I w t- IIII II II II I I II IIII ¢ o IIII II II II ❑ = 0 I I II IIII 0 I�L=�1=a�-_IL_ °o Cq __iL= FLOOR SYSTEM `" — — — — _ w CUT TO FIT 2x BOTTOM PLATE OPENING SIZE 1 BEYOND SEE PLAN SHEATHING DIAGRAM WR�EXTERIOR SHEATHING SCHEDULE 3/41'=1'-0" PRE-ENGINEERED -- ROOFTRUSS-SEE FRAMING PLAN FOR SPACING BLOCKING GYPSUM WALLBOARD : x P L N 0 � ° (2) 8d TOE NAILS TO CMU WALL PER PLAN 2 8d TOE NAILS o z TRUSS CONNECTION O JOINT, MAX. 1/8" GAP LEDGERPER PLAN TO LEDGER TRUSS PER PLAN •2 O 2x4 PT LEDGER W/ U • @ 2x4 LEDGER W/ (2) 16d z NAILING PER 1/4" x4" TAPCONS 12" 2x FRAME WALL PER NAILS @ 16" O.C.} SCHEDULE O.C. PLAN'^' U E ELEV. FOR SEE SEE ELEV. FOR ,. .. , �„„� .,..�� ;: 2x4 BLOCKING PLACED WOOD/MASONRY FLATWISE (2) 16d O.H. SIZE O.H. SIZE WALL OR TRUSS, SEE $' NAILS EACH END SPLICE DETAIL CONDITION CMU WALL CONDITION FRAME WALL PLAN (TRUSS SHOWN) , 0 SHEATHING @ @ 4� NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE F1 TYPICAL SCAB OVERHANG DO2 LEDGER @ LOW ROOF, REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS 3/4"=1'-0” 1-1/2"=1'-0” OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS SEE ROOF SHEATHING PLAN NAIL PER PLAN - 2x4 #2 SPF Z 2 2x BUILT-UP COL. SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR U O BLOCKING 24 O.C. x r- o MORE INFO & MORE INFO & DOUBLE TOP PLATE w/ (2) 16d END NAILS W � .; CONNECTION CONNECTION EACH END N SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE @ EACH STUD 12d NAILS @ EACH END ++ xx a �, awz�-JR v 2x12 BOX HDR w/ 2x8's __. . rs, atS : rn �- z _ w ' W C.�Q0C u' •E TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL U ❑ „ „ IL 24 O.C. w/ EXT: x4 # PF : O SIMPSON LSTA30 W/ 2x12 w/ 10d X 3 NAILS @ 2 2 S w_; C va 22 1 NAILS ALL z 6" O.C. 2x12 AT SHEATHING PER BLOCKING 24" O.C. Z.,w 8 o CORNER CONDITIONS g WALL TO PRECAST NAILING SCHEDULE & w/ 2 16d END NAILS � O O; CL * . * ❑ 4 12d NAILS EACH Cn H w EXTERIOR SHEATHING STRAP AROLIND LINTEL w/ (2)ROWS OF O EACH END` SEE TRUSS PLAN FOR 2x8 TO UNDER SIDE OF z F- w o W Z h- cn, z * a ____/ NAIL PER PLAN TALLER' STLllp U) 1/4 x 4 TAPCONS TRUSS MEMBER ,,z SEE PLAN FOR ) @ 2x4 #2 SYP P:T. @ EA. MORE INFO& „* ROOF SHEATHING �/ O < 16 O.C. MAX. CONNECTION :� O CONNECTION TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ x ■ �., p p_ STAGGERED .x o INTO TRUSS & (3) 12d EACH VERTICAL Q S cnpQ 2x BRIG WALL; SEE a �, W U_ I- TOENAILS INTO OTHER SEE WALL CLIP DETAILr� "� ca W O C PLAN FOR STUD SIZE & TRANSOM BETWEEN — TRANSOM BETWEEN Z w Q TRUSS FOR MORE INFO Z <) a SPACING. MIN (2) 2x SEE FLOOR PLAN FOR LINTELS LINTELS , O MORE BRG. WALL INFO 2x8 #2 SPF VERTICAL 2x8 #2 SPF VERTICAL UNDER GIRDER TRUSS r SLOPE AS RE D W; LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN Q LINTEL PER PLAN LINTEL PER PLAN U.N.O. @ 24 O.C. w/ EXT. , @ 24 O.C. w/ EXT. 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT, „ „ ' SHEATHING PER SHEATHING PER V: w/ (2) 1/4 x 3 1/2 w/ (2) 1/4 x 3 1/2 W 2x BLOCKING •• , .. „ � NAILING SCHEDULE & �; NAILING SCHEDULE & W TAPCONS @ 12 O,C. TAPCONS @ 12 O.C. 4 12d NAILS EACH 4 12d NAILS EACH (2) 2x TOP PLATE SIMPSON LSTA24 EACH SPACED EVENLY � SPACED EVENLY O O _ STUD ..VERTICALLY VERTICALLY TRUSS MEMBER TRUSS MEMBER U) ATTACH 2x TO 2x BRIG WALL, WALL, SEE E -ENG. ROOF`R BUILT-UP W/ (2) 2x6 PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS@ 2x8 w/ (2) 10d NAILS @ SPACING. MIN (2) 2xSTAGGERED @ 8" O.C. POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL POCKET SGD UNDER GIRDER TRUSS SEE PLAN FOR ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY 'ATTACHMENT BY EACH VERTICAL U.N.O. CONNECTION BUILDER BUILDER BUILDER BUILDER STEP BEARING FRAME WALL S01 HEADER POCKET SLIDER w/ TRANSOM SO2 HEADER POCKET SLIDER w/TRANSOM S03 HEADER POCKET SLIDER SO4 HEADER POCKET SLIDER a o qF717�SECTION @ DOUBLE BEARING fiFik@ @ @ @ @ 3/4"=V-10" -0 3/4"=V-0" -0 1/2"=V-10" 1/2"=V-0" 1/2"=1'-0" 1/2"=1'-0" � r 2x6 SYP #2 LEDGER. TO a N CONTRACTOR MAY. ELECT TO BUCKET SHORT SPAN , ; ` � BEAM INTO LONG SPAN AS INDICATED ON BEAM STUDS w/ (2) 1/4 X 4'h S r SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN SIMPS. SDS SCREWS @ r „.... STRAP IS NOT REQUIRED. 1.6" O.C. MAX.; Z TO GABLE END STUDS w 2 1/4" X 3%" SIMPS. SDS ...I EXTERIOR WALL/TRUSS O � — � EXT. BEAM PER PLAN PT POST PER PLAN SCREWS @ 16" O.C. MAX., J O 1 LAP BEAM PLYS AND TO MASONRY w/ 2x6 PT 0W 0', NAIL AS SHOWN (5) 10d <. . � �,: SYP #2 LEDGER w/ 2 NAILS PER PLY ,_ . ,� �, O � 1/4 x 2.3/4 TAPCONS AT 'Z EXT.. BEAM PER PLAN 12 � O (� _,. 12" O.C. Q 'Z •: SEE PLAN HTS20 CLIP FROM I— SIMPSON H3 CLIP POST TO BEAMW SHEATHING PER PLAN ..�; PLAN VIEW @ TOP OF POST 2x4 SYP #2 LEDGER. a. OF— `T0 STUDS OR BEAM w/ (4) 10d NAILS FOR A PT POST PER PLAN T 1/4" X S O SIMPS.7 CONY. FRAMED ABU POST BASE PER SDS SCREWS @ 16" MEMBERS ONLY G" PLAN O.C. MAX.; . 5/8 THREADED ROD w/ TO GABLE END STUDS - -- STRUCTURAL ENG: BED/BA -D/MARC` NUT SET IN ADHESIVE w/ (2) 1/4" X 3'/z" SIMPS.I DRAFTING: SDS SCREWS @ 16,, 4'-0" MAX. FASCIA PER -- O.C. MAX.; COMMUNITY SPECS STRUCT: JV SEE <FOUNDATION TO MASONRY w/ 2x4 PT17117131-11- Y FQC CHECK: CC .. 2x4 SYP #2 OR`•.,u.�"" / PLAN. FOR. ADDITIONAL SYP #2 LEDGER w/ 1/4 AA inn TM - 2151520 U , � � „ PRE-ENGINEERED _ . _.. a...... JOB No. — — ROOF TRUSSES @ 24" SA/1iF'pFiL� � SCALE: AS INDICATED 3 INFO x 2 3/4 TAPCONS @12 O.C. _rw ., ..,:..., ......., . .. ;,: .. _ O,C. MAX. SIDE VIEW @BASE OF POST DESIGNED FOR o SIMPSON H3 CLIP �A �, DATE: 1/.12/2015 SHINGLE ONLY 5. (CD01 CORNER COLUMN FRAMING SD01 TYPICAL SHED ROOF DETAIL NOT USED #16- C _0 „ 112"=1'-0" 3/4"=1'-0" 3 J b ►' , _ r. 3/41 7 4 COPYRIGHT MCD 2014: The Information contained In this document Is copyrighted and Is the exclusive property of MONTA CONSULTING & DESIGN OF WMR & ASSOCIATES, LLC An use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN OF WMR & ASSOCIATES, LLC Is strictly prohibited. p p Y Y p p Y p . , r , i SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED — ROOF TRUSSES @ 24" O.C. TYPICAL TRUSS TO - FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES BEARING SEE PLAN SEE ARCHITECTURAL PLAN FOR OVERHANG INFO WINDOW AS SCHEDULED EXTERIOR FINISH PER PLAN MID -SPAN BLOCKING U.N.O. INSULATION PER PLAN SEE DETAILS WS10, — WS11 OR WS13 FOR ADDITIONAL INFORMATION THIS SHEET NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED BEARING SEE PLAN LINTEL AS PER PLAN LINTEL AS PER PLAN NO MOISTURE FRAMING PLAN FOR wiviv�� i iviva BARRIER (FELT PAPER LOCATION & SPACING PRE-ENGINEERED OR SIM) IS PROVIDED ROOF TRUSSES AT 24" TRUSS STRAP - SEE STRUCTURAL COL PER O.C. FRAMING PLAN FOR PLAN FOR SIZE AND N ECTIOS REQ'D # OF STUDS " PRE-ENGINEERED ROOF TRUSS -SEE FRAMING PLAN FOR LOCATION & SPACING STRUCTURAL COL PER PLAN FOR SIZE AND REQ'D # OF STUDS NOTE: STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS 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 GYP BOARD SIMPSON MSTAM36 " DOUBLE 2x TOP PLATE NOTE: ALL FLOORPRE-ENGINEERED TRUSSES TO BE P.T. IF �� iii / ROOF TRUSS - SEE TRUSS STRAP -SEE FRAMING PLAN FOR NO MOISTURE FRAMING PLAN FOR wiviv�� i iviva BARRIER (FELT PAPER LOCATION & SPACING PRE-ENGINEERED OR SIM) IS PROVIDED ROOF TRUSSES AT 24" TRUSS STRAP - SEE STRUCTURAL COL PER O.C. FRAMING PLAN FOR PLAN FOR SIZE AND N ECTIOS REQ'D # OF STUDS " PRE-ENGINEERED ROOF TRUSS -SEE FRAMING PLAN FOR LOCATION & SPACING STRUCTURAL COL PER PLAN FOR SIZE AND REQ'D # OF STUDS NOTE: STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS 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 GYP BOARD SIMPSON MSTAM36 " DOUBLE 2x TOP PLATE DOUBLE 2x TOP PLATE SOLID SHEATHING @ SOLID SHEATHING @ TYPICAL TRUSS TO STRAP W/ (10) 1 Od TO 2x BOTTOM PLATE 2x BOTTOM PLATE HEADER HEADER FRAME CONNECTION. STUDS & (8) 1/4" X 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING F SIMPSON SP4 w/ (6) 10d �� SIMPSON SP4 w/ (6) 1 Od SEE STANDARD 2-1/4" TITEN SCREWS ATTACHED PER ATTACHED <<StiFFr /@ (& SE <�sy�FT @O (USE CONNECTOR NOTES TO LINTEL COURSE. NAILING SCHEDULE NAILING SCHEDULE SIMPSON LSTA30 SP6@ 2x6 STUDS SIMPSON LSTA30 SP6/@ 2x6 STUDS USE SIMPSON a STRAP (MAX 10° SP8 @ 2x8 STUDS) STRAP (MAX 10° SP8 @ 2x8 STUDS) MSTCM60 STRAP W/ ANGLE) W/ (22) 10d ANGLE) W/ (22) 1 Od REFER TO PLAN FOR (20) 16d SINKERS & (14 " " NAILS. BEND STRAP " (2) 2x SPF TOP PLATE NAILS. BEND STRAP (2) 2x SPF TOP PLATE � BUILT-UP COLUMN 1/4" X 2-1/4" TAPCONS I OVER TOP PLATE MIN. U.N.O. ON PLAN OVER TOP PLATE MIN. U.N.O. ON PLAN INFO. FOR TRUSSES 20" TO � 3", THEN RUN DOWN 3", THEN RUNDOWN 26" DEEP " \ ' FACE OF JAMB STUDS/ HEADER - SEE 2ND FACE OF JAMB STUDS/ HEADER - SEE 2ND PRE -ENG. FLOOR (IF TITENS ARE NOT IN \ HEADER " FLOOR PLAN FOR MIN. HEADER FLOOR PLAN FOR MIN. SYSTEM - IF NO FLOOR SYSTEM INSTALL LINTEL COURSE OR � " \HEADER \ \ EXTERIOR SHEATHING HEADER SIZE & REQ'D SIZE & REQ'D KNEEWALL & PROVIDE INTO FILLED CELL USE (1) SIMPSON LSTA30 FROM TOP OF WALL JAMB STUDS JAMB STUDS SOLID BLOCKING 1/4 X 1 3/4 TITENS) \ STRAP W/ (11) 1 O TO FLOOR TRUSS SEE TO BOT. RIBBON, NAIL EXTERIOR SHEATHING UNDER COLUMN U.N.O. ;; \ FLOOR TRUSS PER STUDS ABOVE PLATE FRAMING PLAN FOR PER PLAN FROM TOP OF WALL � PLAN U.N.O. — IF HEADER IS UPSET. TO BOT. RIBBON, NAIL YYM ABOVE � PROVIDE SOLID CONNECTION INFO.. (2) 2x SILL AT WINDOW AND WINDOW IS PER PLAN BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS11 FOR FLOOR GIRDER OR w/ 2x CRIPPLE STUDS LOWER: (1) 2x SILL IF HEADER IS UPSET � OR LVL GIRDER COL. EVEN WITHIN MORE INFO BEAM; SEE PLAN AT EA. END NAILED TO 2 1 Od PLATE w/ ( ) AND WINDOW IS FLOOR TRUSS MASONRY WALL SEE _ STUD PACK w/ 1 O TOENAILS, EXT. LOWER: (1) 2x SILL NOTE: ALL FLOOR PLAN FOR MORE INFO NAILS @ 8" O.C. THEN HEADER OPENINGS PLATE w/ (2) 1 Od TRUSSES TO BE P.T. IFSTUDS @ 16" O.C. LESS THAN 4FT:(1) 2x TOENAILS. EXT. DBL. TOP PLATE NO MOISTURE SO TYPICAL GIRDER COL. CONNECTION S0 TYPICAL GIRDER COL. HIGH BEAM ATTACH SILL w/ (2) 1 O SILL PLATE w/ (2) 1 O HEADER OPENINGS BARRIER (FELT PAPER 3/4"=1'-0" 3/4"=1'-0" TOE NAILS AT EA. END TOENAILS. OPENING. LESS THAN 4FT: 1 2x O , HDR. PER PLAN OR SIM IS PROVIDED OF SILL (MAX OPEN'G LARGER THAN 4FT: (2) SILL PLATE w/ (2) 10d 2x STUDS, SEE REFER TO PLAN FOR WIDTH 4'-0"). USE A35 CLIP AT EA. END FOR 2x SILL PLATE w/ A35 CLIPS EACH SIDE w/ 2x 2 2x SILL AT WINDOW O TOENAILS. NING LARGER THAN (2) 2x 2ND FLOOR STUDS FRAMING PLAN FOR BUILT-UP COLUMN RE SEE PLAN FOR MORE (2) SIMPSON LSTA18 OPENINGS GREATER CRIPPLES @ 16 O.C. w/ 2x CRIPPLE STUDS AT EA. END NAILED TO 2x SILL PLATE w/ A SPACING AND GRADE INFO. STRAPS CENTERED @ THAN 4' BUT LESS w/ (2) 10d TOENAILS STUD PACK w/ 1 Od CLIPS EACH SIDE w/ 2x_ AND SEE ARCH PLAN BEARING WALL PER A A FLOOR W/ (14) 10d THAN 6' T&B (PLYWOOD NAILS 8" O.C. THEN @ CRIPPLES @ 16" O.C. dd TO VERIFY SIZE PLAN BEYOND SEE FLOOR FRAMING NAILS SIMPS. MSTAM36 w/ SHEATHING REQ'D/ STUDS @ 16 O.C.DC (2) 10d TOENAILS INT. FINISH PER PLAN COLUMNS PLAN FOR FLOOR (7) 1Od NAILS & (4) 1/4" T&B) ATTACH SILL w/ (2) 1Od T&B (PLYWOOD s��, MID -HEIGHT BLOCKING SYSTEM INFO.' x 2 1/4" TITENS; IF " SEPARATE SHEATHING TOE NAILS AT EA. END � SHEATHING REQ'D 11 2x BOTTOM PLATE w/ PER BEARING WALL } FLOOR TRUSSES ARE UNDER WINDOW OFSILL (MAX OPEN'G T&B) (2) 12d AT 12" O.C. SCHEDULE ATTACH 2x STUDS W/ (3) 2x STUDS 20"- 26" DEEP, USE WIDTH 4'-0"). USE A35 � �--- 1/2" DIA. THREADED (2) SIMPSON LSTA18 -' (2) 18d NAILS @ 6" O.C. SIMPS. MSTGM60 " CLIP AT EA. END FOR 3/4" FLOOR SHEATHING ROD WITHIN 6" FROM STRAPS CENTERED @ STRAP w/(20) 16d OPENINGS GREATER ATTACHED PER COL; SEE BRG WALL/ FLOOR w/ (14) 1 O CALIFORNIA CORNER A -A SINKERS & (14) 1/4 X 2 " THAN 4' BUT LESS NAILING SCHEDULE 2 -STORY WALL NAILS ' ' (2) SIMPSON LSTA18 1/4" TITENS INSTEAD. THAN 6' \ FLOOR TRUSSES SEE SECTION FOR MORE 2 SIMPSON META16 O STRAPS CENTERED @ (IF TITENS ARE NOT IN LINTEL COURSE OR \ ' PLAN FOR DEPTH AND INFO. FLOOR TRUSS TO FLOOR W/ (14) 10d \ " INTO FILLED CELL USE 2x TOP & BOT. SIMPSON LSTA30 w/ DIRECTION REFER TO MASONRY WALL NAILS 1/4" X 1 3/4" TITENS) �M � RIBBONS, CONT. (11) 10d TO STUDS ABOVE PLATE U.N.O. FOUNDATION PLAN �, r^...:,r: ' '°:'..'.. `., ,"'. 3 2x STUD PACK O NOTE: ALL FLOOR " .':^ • FOR FTG. EXT. SHEATHING ATTACH PER NAILING TRUSSES TO BE P.T. IF ' _ INFORMATION_FLUSH X W/ FACE OF SCHEDULE NO MOISTURE - ...:`=1LI— MASONRY ATTACHEDSEE BARRIER (FELT PAPER FRAMING PLAN �— — --� PER NAILING ATTACH 2x STUDS W/ OR SIM) IS PROV°DED FOR FLOOR SCHEDULE, PROVIDE 2 16d NAILS 6" O.C. O @ (4) 2x STUDS SEE FRAMING PLAN CONNECTION 1/8' GAP BETWEEN CORNER A -A IF IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FOOR SHEATHING AND FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE CMU WALL BELOW PER DETAIL INCDICATED PROVIDE BLOCKING FLOOR GRIDER OR ' MASONRY WALL PER SIMPSON MSTC40 W/ 36 16d SINKERS. IF FLOOR ( ) ON FLOOR FRAMING. INDICATED BASE STRAP REQ'D ON EITHER SIDE OF WALL. IF WF02/ BELOW JAMBS BEAM FLOOR SYSTEM DRAFT PLAN SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d STOPPING AT 1000 SQ � �� SINKERS AND (14) X2 /a ,� TITENS TO MASONRY SD6 IS INDICATEDREQ'D , BASE STRAPS ARE MASONRY WALL SEE FT MAX: DRAFT ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO i STOPPING MATERIALS MIN THICKNESS SHALL@ fiso,*�TYPICAL TWO STORY COL. GIRDERSO 2nd FLOOR CORNER FRAMING ATTACHMENT SO HEADER CONNECTION @ 2nd FLOOR S0 HEADER CONNECTfQN 2nd FLOOR HIGH BM ' " OR WD. HD. HT. BE 1/2 SEE PLAN 15/32" OR 7/16" OSB. 3/4 -1 -0 3/4"=11_0113/4"=1-'-0" ATTACH TO FLOOR TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING SHEATHING PER PLAN 3/4" FLOOR SHEATHING SHEATHING PER PLAN 3/4" FLOOR SHEATHING SHEATHING PER PLAN 16" O.C. TOP AND ATTACHED PER ATTACH PER NAILING ATTACHED PER, ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING BOTTOM CHORDS NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE SHEATHING PER PLAN PRECAST CONC. OR POWERS STEEL SILL 2x STUDS , SEE 2x STUDS,SEE 2x STUDS ,SEE SEE UNDER WINDOWS AND ATTACH PER NAILING TYP. @ ALL WINDOWS 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK FRAMING PLAN FOR SCHEDULE, @ 48" O.C. W/ (2) 12dSPACING AND GRADE SPACING AND GRADE SOLID BETWEEN CONTINUOUS FROM TOENAILS EACH END AND SEE ARCH PLAN AND SEE ARCH PLAN RIBBONS w/ SIMPSON SPACING AND GRADE TOP OF TOP PLATE TO SYS. 42 FLOOR TO VERIFY SIZE TRUSSES @ 24" O.C. TO VERIFY SIZE A35 EA. END AND SEE ARCH PLAN GIRDER TRUSS PERTO VERIFY SIZE PLAN BOTTOM PLATE. 2x4 #2 SYP ANGLE 2x BLOCKING FOR 2z BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ 2x BOTTOM PLATE W/ BEARING WALL PER EXT FINISH PER PLAN AGAINST TRUSS (2) 12d @ 12" O.C. (2) 12d @ 12" O.C. SHEATHING/ DRYWALL PLAN VERTICAL @ 48 O.C. ATTACHMENT w/ (2) 12d (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 FIELD 2x4) TO TRUSS w/ (4) 2x4) TO TRUSS w/ (4) 16d NAILS; BOTTOM ° FRAME 2x4 KNEE 16d NAILS; BOTTOM (2) H5 EA: FLOOR RIBBON TO BE PT IF MASONRY WALL PER WALL, STUDS @ 16" RIBBON TO BE PT IF TRUSS TO DOUBLE PLAN <� f , SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @BRG DIRECTLY ON BRG DIRECTLY ON BOTTOM PLATE, SLIT CONC. SLAB TRUSSES @ 24 O.C. EACH END SEE CMU CMU FLOOR DECKING TO SEE FOUNDATION (MAX) CONNECTOR SEE TRUSS LAYOUT ACCOMMODATE (2) ROWS 8d NAILS @' FOR HANGER I` PLAN FOR MORE INFO SCHEDULE FOR STRAP ; 2 ROWS 8d NAILSO.C.T FIN. FLR. 1/2 GYP. CLG BD OR 1/2 GYP. CLG BD OR O @ � 3 O YP WALL ; f.. CONNECTION C. WALL 0'-0" " (2) 5/8 TYPE X WHEN (2) 5/8 TYPE X WHEN 3 O SHEATHING TO EA. - °� .'• a . IN GARAGE .. (2) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR .RIBBON 00 r 2x RIBBON OR ; 3, O.C. WALL .•. BOTTOM RIBBON SIMPSON META16 AT CANTILEVER GRADE MASONRY WALL PER MASONRY WALL PER BLOCKING w/ 4 16d PLAN L, SHEATHING TO PLAN f. MASONRY OR MTS12 ( ) BOTTOM PLATE 1/8" GAP BETWEEN AT WOOD OR (3) 16d TOENAILS SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR SHEATHING &CMU NOTE: ALL FLOOR - . 1/8 GAP BETWEEN TRUSSES TO BE P.T. IF DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. IF MASONRY OR FRAME ; NO MOISTURE SHEATHING &CMU NO MOISTURE NO MOISTURE . WALL PER PLAN.. SEE CONNECTION BARRIER -FELT PAPER BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER ( _ SCHEDULE OR SIM IS PROVIDED. TRUSS PER PLAN OR SIM) IS PROVIDED KNEEWALL OR SIM) IS PROVIDED { T P I TWO STORY PERP. FLOOR CONNECTION CANTILEVERED FLOOR TRUSS CONECTI N WS_0,,�TYPICAL TWO STORY SECTION S1 TWO STORY PARALLEL FLOOR CONNECTION S1 S1 O fis1 FLOOR TRUSS TO GIRDER CONNECTION 3/4"=1'-0° 3/4"=1'-0" 3/4"=1'-0" 3/4"=V-0 3/4"=1'-0" NOTE: ALL FLOOR 2nd FLOOR WALL; SEE TRUSSES TO BE P.T. IF PLAN FOR MORE INFO. NO MOISTURE HANDRAIL BY OTHERS IF SHEATHING IS NOT BARRIER (FELT PAPER M1 CONTINUOUS TO OR SIM) IS PROVIDED BOTTOM OF FLOOR TRUSS,CONTRACTOR TO INSTALL SIMPSON a LSTA18 STRAPS FROM SEE ARCH DWGS FOR TOPPING INFO EA. STUD TO TRUSS WLU f' 3/4" PLYWOOD FLOOR SL- ..OPE, DECKING ATTACHED PER NAILING 2x12 #2 SYP CONT. SCHEDULE LEDGER W/ (3) 1/4"x4-1/2" SDS SLOPED BALCONY SCREWS (EQUALLY FLOOR TRUSS (12 SPACED VERTICALLY)SEE PLAN TALL) (60/15/5 MIN. @ 24" O.C. AND @ EA. LOADING) W/ LUS26 OR END VERTICAL (MIN. 2 FROM T&B) LUS46 TO LEDGER CONTRACTOR TO SEE WS11/SD5 FOR PROVIDE ADEQUATE SIM. END CONDITION WATERPROTiOrING. NO I '�. CON,CRTE SLAB LINTEL PER PLAN SEE WS10/SD5 FOR PERMITTED iN6 ADDITIONAL INFO SANFORD TYPICAL BALCONY FRAMING NOT USED 3/4"=1'-0" - #1 3 56 " COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. p p Y Y q 6r I W 1- Q 0 9, Z '* O W :rte Uj 0 LeaW 0» �coZQ Z w J n 0 CV) fra o U C O o n � � IIIIIIIIaIINII �y��t U 4 0 ate{ Z J J0,Q.� p bUj ri U)Z� O Z.U1--❑Oco O WZ( c J cn�Z59 U) 'Q Z: 0`�� coo n z� Who O'¢Q�'Zo V �0 O Q � • t� Q 'a W ~LL -H Z WNQ F O a � 1-- CN LU W E3 :i NIL L N r r Z F— o a. o a �W� OW � � 0 :.. 2 Z w LLQ m 0 Z J L16 . W �Wo 0 0 Fa -0..H a Of STRUCTURAL ENG: BED/BAD/MARC - --- DRAFTING: PLAN ON WOOD USE HOA PLAN CLIPS @ 24" O.C.) SECTION @RAISED HEEL TRUSS S, SECTION @ COMBO TRUSS (2) 2x SYP #2 COLLIN ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGE FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4" 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS 1/2"=11-011 unn1r+r7o ov OTHERS LEDGER AT GIRDER NOT USED PLAN SIMPSON H2.5 EA. RUSS i Z PLAN EXT. SHEATHING 2x4 NAILER W/ (2) SHEATHING CONT. TO 2x4 BLOCKS, (2) 16d W EXT. FINISH PER 2x8 MIN. SPF #2 @ 16 ATTACH PER NAILING 10d NAILS @ 16" O.C. 2nd STORY WALL NAILS @ EACH END. ARCHS O.C. SEE FRAMING SCHEDULE BOTTOM PLATE <C BLOCK ADJACENT PLAN FOR MORE INFO, 2x4 STUDS @ 16" O.C. ATTACH PER NAILING SCHEDULE BAYS @ EACH 2x4 BLOCKING 3/4"=1'-0" FROM TOP OF WALL PLATES U.N.O. TO BOTTOM OF SILL 2x BRG WALL W/ PLATE ATTACH PER 2x BRG WALL W/ NAILING SCHEDULE SIMPSON SP2 @ TOP & TRUSSES @ 24" O.C. SIMPSON SP2 @ TOP & 2x8's MIN. SPF #2 SCHEDULE SP1 @ BASE. LSTA18 (2) 2x BASE PLATE w/ SP1 @ BASE. LSTA18 O.C. MAX (U.N.O.) 0 OR MTS12 MAY BE (2) 12d NAILS @ 12" OR MTS12 MAY BE Co BETWEEN STUDS W/ USED @ BASE O.C. USE SIMPSON USED @ BASE.(WHEN MSTAM24 EA. SIDE EXTERIOR SHEATHING 1/2 GYP. BOARD MTS12 OR LSTA18 TO WALL IS CONT. BRG ON EA. STUD TO WALI ATTACH PER NAILING 1 BLOCKING BELOW. TRUSS STRAP STUDS BELOW W/ (9) 10d SCHEDULE 2x BLOCKING W/ E 12d NOT REQ'D IF STUD IS w/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4"; FINISH TOENAILS EACH END CONNECTED w/ MTS12 TO TRUSS BELOW) 3/4" TAPCONS PEF 1 2x BASE PLATE W/(2) OR LSTA18 3/4" FLOOR SHEATHING STRAP; CENTER W/%2' EPDXY ANCHOR 12d NAILS @ 12" O.C. SDS WOOD SCREWS ATTACHED PER STRAP BETWEEN RUSS. VERIIFY W/ 16" O.C. MAX. & 3" 2x BLOCKING W/ (2) 12d NAILING SCHEDULE MASONRY WALL A SHEATHING TO 3/4 FLOOR SHEATHING, .TOENAILS EACH END FLOOR TRUSS PER FRAME WALL 2x8 SYP #2 LEDGER W/ ATTACHED PER (2) 2x4 #2 SYP PLAN MIN. (4) 16d NAILS TO NAILING SCHEDULE BLOCKING w/ SIMPSON ATTACH PER NAILING EACH END (2) 2x4 #2 SYP LEDGER MAX. (AT EA. SIDE OF (4) NAILS) 1 BLOCKING w/ SIMPSON G.T. USE 16d HUC24-2 EACH END, D04 LEDGER @ LOW ROOF HUC24-2 EACH END, BLOCKS W/ 8d NAILS @ USE (4) 10d & (2) 10d 3/4"=1'-0" O.H. USE (4) 10d & (2) 10d NAILS. UNDER SEE PLAN NAILS. UNDER SEE PLAN WINDOW JAMBS ONLY SCHEDULE WINDOW JAMBS USE (2) 2x HEADER SEE r (2) 2x6 w/ HUC26-2. EACH DIAGONAL LOW ROOF TRUSS SEE PLAN FOR MORE INFO SEE ARCHS FOR LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR PLAN FURRING AND INTERIOR FINISH TRUSS PA F PLAN OR PLAN CONNECTIONS (IF CONNECTIONS TRUSS IS CONT. BRG BOTTOM OF TRUSS/ 2x8 #2 SYP P.T. SILL MASONRY (SHOWN) ON MASONRY USE MASONRY (SHOWN) MASONRY WALL P OR WOOD WALL PER META16 @ 24" O.C. OR OR WOOD WALL PER PLAN PLAN ON WOOD USE HOA PLAN CLIPS @ 24" O.C.) SECTION @RAISED HEEL TRUSS S, SECTION @ COMBO TRUSS (2) 2x SYP #2 COLLIN ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGE FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4" 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS 1/2"=11-011 unn1r+r7o ov OTHERS LEDGER AT GIRDER NOT USED PLAN SIMPSON H2.5 EA. RUSS i Z PLAN EXT. SHEATHING 2x4 NAILER W/ (2) SHEATHING CONT. TO 2x4 BLOCKS, (2) 16d W EXT. FINISH PER 2x8 MIN. SPF #2 @ 16 ATTACH PER NAILING 10d NAILS @ 16" O.C. 2nd STORY WALL NAILS @ EACH END. ARCHS O.C. SEE FRAMING SCHEDULE BOTTOM PLATE <C BLOCK ADJACENT PLAN FOR MORE INFO, 2x4 STUDS @ 16" O.C. ATTACH PER NAILING SCHEDULE BAYS @ EACH WALL SPLICE DETAILS AF1 SECTION @ OPEN TO ABOVE fiF'1 BRACING @ 2 STORY FRAME WALL 2x4 BLOCKING 3/4"=1'-0" FROM TOP OF WALL PLATES U.N.O. TO BOTTOM OF SILL PLATE ATTACH PER — NAILING SCHEDULE AS SHOWN. TRUSSES @ 24" O.C. ATTACH PER NAILING SCHEDULE ul IPRE-ENGINEERED MAX. PER PLAN PLATE ATTACH PER 0 TRUSS PER PLAN 12 2x6 #2 SYP CONT. I Co BETWEEN STUDS W/ _EDGER W/ (2) Y4'x3-1/2" ROOF SHEATHING — SDS WOOD SCREWS @ _ 1/2 GYP. BOARD 16" O.C. MAX. & 3" RUSS 2x4 CONT. W/ (2) 12d =ROM EA END - USE 1 II FASTEN ROOF PRE-ENGINEERED — M 0 m I a TRUSS PER PLAN FINISH T FOR MORE INFO #2 SYP SILL PLATE 2x6 #2 SYP CONT. 1 SHEATHING PER PLAN (2) 12d TOE NAILS LEDGER W/ (2) Y4"x3-1/2" I SIMPSON LUS26. USE W/%2' EPDXY ANCHOR LED ER INTO ' RECESS �G SDS WOOD SCREWS LUS26-2 FOR 2PLY PLAN) RUSS. VERIIFY W/ 16" O.C. MAX. & 3" TRUSS OR J -BOLT @ 32" O.C. rRUSS SHOP SHEATHING TO RAWINGS SCREWS FOR 24" O.C. 2x8 SYP #2 LEDGER W/ - W/ MIN. 7" EMBEDMENT z _ MIN. (4) 16d NAILS TO ' & 6" FROM EACH END ATTACH PER NAILING EACH END OPT. TRUSS RECESS LEDGER MAX. (AT EA. SIDE OF (4) NAILS) 1 SIMPSON H10A @ G.T. USE 16d 06 LuZU)u- v D04 LEDGER @ LOW ROOF W BLOCKS W/ 8d NAILS @ (2) 2x TOP PLATE 3/4"=1'-0" O.H. _ ;p w,? ' coI- U) _ e J o k SCHEDULE (2) 2x HEADER SEE SEE LD02/SD4 FOR EACH DIAGONAL MASONRY WALL PER PLAN FOR MORE INFO ; O.C. w/ EXT. SHEATHING 6" O.C. PLAN & CONNECTIONS FROM TOP OF WALL TO ABOVE ARE BOTTOM OF TRUSS/ 2x8 #2 SYP P.T. SILL 1 GIRDER SEE PLAN FOR MORE INFO. BRACE 1 WINDOW ATTACHMENT TO ALIGN W/ STUDS 1 INFO. IF WALL 1 WINDOW SEE PLAN SHEATHING ISN'T CONT. FOR LOCATION 1 PLATE w/ 1/2" EPDXY BELOW 2x BLOCKING w/ (2) 12d REQ'D FROM STUDS TO 1 TOENAILS EACH SIDE GIRDER BELOW (5) 16d NAILS BRACE 1 Z SEE LD02/SD4 FOR 1 STOPPED BELOW MORE INFO IF ROOF LINE ANCHOR BOLT OR TRUSSES ARE PARALLEL TO WALL 1 2x BASE PLATE W/ 12d TO BLOCKING B 0 1 1 @ 24" O.C. TO FLOOR ATTACHED PERNAILING 2x4 CONT.. W/ (2) 12d J -BOLT W/ MIN. 7" 2x8 #2 SYP P.T. SILL SCHEDULE NAILS TO EACH STUD ALL THREAD ROD 1 2nd STORY WALL PER PLYWOOD FLOORING 1 PLAN SEE FLOOR FRAMING ~ EMBED. @ 32" O.C. & 3" PLATE W/ 1/2" EPDXY PLAN FOR MORE INFO @ 48" O.C.; SEE 1 - 1 PROVIDE 2x4 BRACE N FROM EA.END ANCHOR BOLT OR PLATE FOUNDATION DETAILS TO EACH ADJACENT 0 1 1 PRE-ENGINEERED 1 EiL TRUSS DIRECTION 1 L✓ -" FLOOR SYSTEM 1 J -BOLT W/ MIN, 7" & MORE INFO KNEEWALL OR BEAM FOR CONNECTION @ DIAGONAL, FASTEN = _ (2) 2x SPF TOP 1 EMBEDMENT @ 32" 1 1 1 1 BASE 1 1 1 TO DIAGONAL W/ (2) 1 W 1 1 1 1 SEE FLOOR PLAN 1 � SHEATHING TO O.C. & 3" FROM EACH ' 1 2x STUDS SEE PLAN I 1 2x4 BOTTOM PLATE, STUDS ABOVE ARE TO 16d NAILS 1 w I 1 1 1 1 1 OVERLAP BOTTOM END ° CONNECT TO DOUBLE 1 1 2x P.T. ' BASE PLATE SEE BEARING SCHED. PLATE 1 1/4" (MIN.) FOR A.B. INFO IF SHEATHING IS NOT TOP PLATE W/ 16d 1 TRUSSES PER PLAN 1 A 1 1x PT NAILER AS REQ'D CONTINUOUS TO BASE NAILS @ 6" O.C. PLATE, SP8 TOP AND O.S.B. TO OVERLAP °' BOTTOM ARE REQ'D BOTTOM PLATE 1 1/4" WALL BRACING @ 48" CONT. #5 IN TIE BEAM " (MIN.) O.C. MAX. 45° FROM - a ° C.M.U. WALL PER PLAN (2)2x4 TOP PLATE 2x LEDGER TO UPPER HORIZONTAL (+/- 100 ) F EXT. FINISH PER <, ' FLOOR WALL W/ " " BRACE NOT REQUIRED W W ARCHS 2 BEARING WALL x 1/4 X 3-1/2SIMPSON 6' FROM EAVES. 0Y WITH ROOF LOAD SDS SCREW @ 16" O.C. .,- WALL SPLICE DETAILS AF1 SECTION @ OPEN TO ABOVE fiF'1 BRACING @ 2 STORY FRAME WALL IRECESS (3) SCREWS FOR 24 SIMPSON LUS26. U; LEDGER INTO O.C. LUS26-2 FOR 2PLY RUSS. VERIFY W/ TRUSS RUSS SHOP RAWINGS 2x8 SYP #2 LEDGER MIN. (4) 16d NAILS T EACH STUD (AT EACH OPT. TRUSS RECESS LEDGER S6d NAILS) USE (4) D03 LEDGER @ OPEN TO BELOW 1-1/2"=1'-0" EXTERIOR SHEATHING —� 3/4"=1'-0" FROM TOP OF WALL PLATES U.N.O. TO BOTTOM OF SILL PLATE ATTACH PER — NAILING SCHEDULE ROOF SHEATHING — TRUSSES @ 24" O.C. ATTACH PER NAILING SCHEDULE ul IPRE-ENGINEERED MAX. PER PLAN PLATE ATTACH PER 0 TRUSS PER PLAN 12 2x6 #2 SYP CONT. I Co _EDGER W/ (2) Y4'x3-1/2" ROOF SHEATHING — SDS WOOD SCREWS @ _ ATTACH PER NAILING 16" O.C. MAX. & 3" RUSS 2x4 CONT. W/ (2) 12d =ROM EA END - USE 1 II IRECESS (3) SCREWS FOR 24 SIMPSON LUS26. U; LEDGER INTO O.C. LUS26-2 FOR 2PLY RUSS. VERIFY W/ TRUSS RUSS SHOP RAWINGS 2x8 SYP #2 LEDGER MIN. (4) 16d NAILS T EACH STUD (AT EACH OPT. TRUSS RECESS LEDGER S6d NAILS) USE (4) D03 LEDGER @ OPEN TO BELOW 1-1/2"=1'-0" _. 3/4"=1'-0" d6 PLATES U.N.O. PRE ENGINEERED EXTERIOR SHEATHING i LL FROM TOP OF WALL TRUSSES @ 24" O.C. TO BOTTOM OF SILL ul MAX. PER PLAN PLATE ATTACH PER 0 (2) 2x HEADER 12 NAILING SCHEDULE Co ROOF SHEATHING — IMPSON H2.5 EA. I ATTACH PER NAILING 1 RUSS 2x4 CONT. W/ (2) 12d SCHEDULE 1 II WATERPROOFING AND PRE-ENGINEERED — M 0 m I a TRUSS PER PLAN FINISH T FOR MORE INFO #2 SYP SILL PLATE 2x6 #2 SYP CONT. 1 I ° LEDGER W/ (2) Y4"x3-1/2" I SIMPSON LUS26. USE W/%2' EPDXY ANCHOR LED ER INTO ' RECESS �G SDS WOOD SCREWS LUS26-2 FOR 2PLY PLAN) RUSS. VERIIFY W/ 16" O.C. MAX. & 3" TRUSS OR J -BOLT @ 32" O.C. rRUSS SHOP FROM EA. END - USE (3) RAWINGS SCREWS FOR 24" O.C. 2x8 SYP #2 LEDGER W/ - W/ MIN. 7" EMBEDMENT z _ MIN. (4) 16d NAILS TO & 6" FROM EACH END EA. TRUSS, 24" O.C. 1 OPT. TRUSS RECESS LEDGER MAX. (AT EA. SIDE OF (4) NAILS) 1 G.T. USE 16d 06 LuZU)u- v D04 LEDGER @ LOW ROOF W (2) 2x TOP PLATE 3/4"=1'-0" O.H. m ® w 1-1/2"=1'-0 1'=1'-0" 1"=1'-0 `®® ` ,�f®®®/®�- i in� Ut 1L, A in • N Z Z 2x8 #2 SPF MIN STUDS tj®® r: CID < U @ 16" O.C. PER PLAN C (2) 2x SPF TOP ii I �y �°"� prt;. ¢ J id6 vI m16 d6 PLATES U.N.O. PRE ENGINEERED i LL TRUSSES @ 24" O.C. ul MAX. PER PLAN 0 (2) 2x HEADER 12 Co PER PLAN SEE ARCHS FOR ROOF 1 2x4 CONT. W/ (2) 12d 1 1 WATERPROOFING AND M 0 m NAILS TO EACH STUD i FINISH 0 FOR MORE INFO #2 SYP SILL PLATE 1 1 TRUSS ANCHOR (SEE 1 W/%2' EPDXY ANCHOR C4 PLAN) OR J -BOLT @ 32" O.C. - Mff2x8 - W/ MIN. 7" EMBEDMENT z 1 ROOF SHEATHING & 6" FROM EACH END 1 1 ATTACHED PER J 0 Z"�E ,c�,I. 1 06 LuZU)u- v NAILING SCHEDULE W (2) 2x TOP PLATE O.H. _ ;p w,? ' coI- U) _ e J o PER ELEV. (2) 2x HEADER SEE 2x #2 SPF STUDS @ 16" MASONRY WALL PER PLAN FOR MORE INFO ; O.C. w/ EXT. SHEATHING p md: Q u) < . PLAN & CONNECTIONS FROM TOP OF WALL TO ABOVE ARE BOTTOM OF TRUSS/ 1 GIRDER SEE PLAN FOR 1 WINDOW ATTACHMENT TO ALIGN W/ STUDS 1 INFO. IF WALL 1 WINDOW SEE PLAN SHEATHING ISN'T CONT. FOR LOCATION 1 LSTA18 STRAPS ARE BELOW 2x BLOCKING w/ (2) 12d REQ'D FROM STUDS TO 1 TOENAILS EACH SIDE GIRDER BELOW IF WALL SHEATHING IS 1 SEE LD02/SD4 FOR 1 STOPPED BELOW MORE INFO IF ROOF LINE TRUSSES ARE PARALLEL TO WALL 1 2x BASE PLATE W/ 12d B ROOF SHEATHING 1 1 @ 24" O.C. TO FLOOR ATTACHED PERNAILING 2x4 CONT.. W/ (2) 12d SYSTEM BELOW SCHEDULE NAILS TO EACH STUD 1 1 2nd STORY WALL PER PLYWOOD FLOORING 1 PLAN SEE FLOOR FRAMING ~ 1 PLAN FOR MORE INFO 1 - 1 2x SPF BASE N PLATE SEE PLAN FOR 1 1 PRE-ENGINEERED 1 EiL TRUSS DIRECTION 1 L✓ -" FLOOR SYSTEM 1 & MORE INFO KNEEWALL OR BEAM " = _ id6 m16 d6 PLATES U.N.O. 0, -, LL ul 0 (2) 2x HEADER Co L�' 1 SEE FLOOR PLAN 1 1 M 0 m 1 i 1 0 FOR MORE INFO 1 1 1 C4 z 1 c� W U V o rn ti 1 1 J 0 Z"�E ,c�,I. 1 06 LuZU)u- v W a O Z O F= p � 00 _ ;p w,? ' coI- U) _ e J o .co z iw v � Q OWo = O a- Z�"'�.Waj O 0 2x STUDS SEE PLANSTUDS ; p md: Q u) < . LL�NJ 4 ABOVE ARE 1 1 1 TO ALIGN W/ STUDS 1 1 1 1 BELOW 1' 1 1 1 1 1 B 1 1 1 1 1 1 1 1 1 1 1 1 - 1 2x SPF BASE N PLATE ' 1 1 PRE-ENGINEERED 1 EiL D 1 1 FLOOR SYSTEM 1 KNEEWALL OR BEAM (2) 2x SPF TOP 1 PLATES U.N.O. 1 1 1 1 1 1 1 1 1 (2) 2x HEADER 1 1 1 1 SEE FLOOR PLAN 1 � 1 FOR MORE INFO ' 1 2x STUDS SEE PLAN I 1 STUDS ABOVE ARE TO B 1 ALIGN W/ STUDS BELOW I 1 1 1 1 1 1 1 2x P.T. ' BASE PLATE SEE BEARING SCHED. 1 FOR A.B. INFO 1 1 1 A 1 1 SEE FOUND. PLAN FOR FTG. REQ. 1 1 1 J �— Z p w N Q U)0 FLOOR TRUSS; SEE �� FLOOR GIRDER SEE F— . FRAMING PLAN FOR A 1/2 THREADED ROD SEE BEARING AT OPENING LARGER THAN 4-2 ATTACH TOP PLAN FOR SCHEDULE ON FLOOR PLANS FOR PLATE TO HEADER WITH LSTA12 BENT OVER F— N DIRECTION AND CONNECTION MORE INFO MAX 5" FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d W CONNECTION DETAIL SEE TRUSS LAYOUT NAILS INTO HEADER W IF PORTIONS OF THIS WALL _ FOR TRUSS LOCATION & CONNECTION INFO SEE FOR REQUIRED JACKS / IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. MASONRY WALL PER B D PLAN KINGS OF STUDS TO MATCH FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER 0 0 BETWEEN. FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO � - BOTTOM OF FLOOR SYSTEM aEIF FLOOR TRUSS DOES NOT ALIGN DIRECTLY UNDER 2ND STORY COLUMNS, PROVIDE SOLID BLCOKING WITHIN FLOOR SYSTEM ` F1 TYPICAL CONNECTION @ GIRDER OR BEAM AF1'k2 STORY INTERIOR BEARING WALL UNDER 2ND SOTRY COLUMN LOCATION. O 3/4"=1'-0" CV �, 0, -, LL ul 0 Co L�' c 0 0 M 0 m i 0 ° Q C4 z c� W U V o rn ti J 0 Z"�E ,c�,I. 06 LuZU)u- v W a O Z O F= p � 00 _ ;p w,? ' coI- U) _ e J o .co z iw v � Q OWo = O a- Z�"'�.Waj O 0 �Q�Zco U c p md: Q u) < . LL�NJ 4 1 SEE FOUND. PLAN FOR FTG. REQ. 1 1 1 J �— Z p w N Q U)0 FLOOR TRUSS; SEE �� FLOOR GIRDER SEE F— . FRAMING PLAN FOR A 1/2 THREADED ROD SEE BEARING AT OPENING LARGER THAN 4-2 ATTACH TOP PLAN FOR SCHEDULE ON FLOOR PLANS FOR PLATE TO HEADER WITH LSTA12 BENT OVER F— N DIRECTION AND CONNECTION MORE INFO MAX 5" FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d W CONNECTION DETAIL SEE TRUSS LAYOUT NAILS INTO HEADER W IF PORTIONS OF THIS WALL _ FOR TRUSS LOCATION & CONNECTION INFO SEE FOR REQUIRED JACKS / IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. MASONRY WALL PER B D PLAN KINGS OF STUDS TO MATCH FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER 0 0 BETWEEN. FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO � - BOTTOM OF FLOOR SYSTEM aEIF FLOOR TRUSS DOES NOT ALIGN DIRECTLY UNDER 2ND STORY COLUMNS, PROVIDE SOLID BLCOKING WITHIN FLOOR SYSTEM ` F1 TYPICAL CONNECTION @ GIRDER OR BEAM AF1'k2 STORY INTERIOR BEARING WALL UNDER 2ND SOTRY COLUMN LOCATION. O 3/4"=1'-0" CV �, 1I 1i� -- STANDARD (3) 2X12 MIN. (3) 2x SYP #2 STRINGERS W/ W SIMPSON A34 CLIP TO W STUDS REQ'D @END OF LANDING W/ MIN. (6) FLOOR SYSTEM < 16d NAILS FROM LEDGER TO STUD PACK LINE UP 2xJOIST IN LINE WITH MIDDLE STANDARD (3) 2X12 2x12 STRINGER TO BE STRINGERS W/ UTILIZED AS BLOCKING SIMPSON A35 / A34 Z CLIP TO FLOOR O SYSTEM & LANDING 2XJOISTS @ LANDING F z FRAMING @ 16"O.C. W/ SIMPSON o A35 OR LUS26 HANGER C) Z ON EACH SIDE U) �g go 6" MIN. 0 10 (2) 2x BEAM PER 2xJOIST (P.T. IF SCHEDULE REQ'D @ 4'-0" MAX 01 ATTACHING TO _ i W END OF LANDING FOR WIDTH OF LAN NG MASONRY WALL) CONT STRINGERS TO MID SPAN BLOCKING LEDGER w/ (3) 16d z CONNECT TO. BEAM TO MATCH JOIST NAILS @ 16" O.C. MAX. " TO EACH STUD. ((2) 1/4 z ® @m6»®® �'d ®•� LLl TO BEAR DIRECTLY ON DEPTH W/ (3) 10d - »' •••✓� r�� o BUILT UP COLUMNS TOENAILS EACH END x3 1/2 TITENS @ 16 »® ••® BELOW O.C. MAX. FOR � „ ®• � '. � "; cam® A -A PLAN VIEW @ 90 DEGREE TURN LANDING 1 11 MASONRY WALL) 10 MIN. : - ®® mP w o �4 jrq „s z z SEE SCHEDULE FOR MAX WIDTH OF LANDINGre MIN. (3) 2x SYP #2 »» ®' g p STUDS REQ'D @ END �� Q 3/4 PLYWOOD OR OSB l�� ® _j 0 OF LANDING W/ MIN. (6) IAII _j 16d NAILS FROM SEE PLAN FOR DEPTH SHEATHING OVER - LEDGER TO STUD OF LANDING LANDING ATTACHED STAIR WINDER DETAIL A PACK PER GENERAL FLOOR w �� CONSTRUCTION ZZ- ZZA NOTES -,� MID SPAN BLOCKING y `'I 0 `�... PLYWOOD SHEATHING TO MATCH JOIST F OVER LANDING I� .. P.T. :: A - .,.�,,��... - xJOIST . DGER . A P ,..) //�mayy,, PER ( coM NAILS EACH END !F ATTACHING TO AT STANDARD (3) 2X12 TOE OR ly^ SYP #2 STRINGERS W/ MASONRY WALL) GENERAL FLO p, o ' SIMPSON A34 / A35 o CONSTRUCTION CLIP TO FLOOR z NOTES p 16" O.G. z° SYSTEM &LANDING z o O FRAMING w g BEAM @ END OF J U_ LANDING PER v _j 0 SCHEDULE Q = +K W cn W Lys V W z SEE PLAN FOR MASONRY WALL OR Q WOOD WALL G SIMPSON A35 B B CONNECTIOFNS MASONRY WALL OR FRAME WALL BEYOND (2) 2x BEAM PER 2x JOIST (P.T. IF c SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO - Z END OF LANDING FOR SCHEDULE @ LANDING MASONRY WALL) CONT o U oo j� R CROSS C� ('� p � STRINGERS TO @ 16"O.C. W1 SIMPSON LEDGER w/(3) 16d B V CROSS SECTION OF BEAM TO LEDGER W J`'� CONNECT TO. BEAM A35 OR LUS26 HANGER NAILS @ 16" O.C. MAX. J ° (nz�M� 0 TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) 1/4" 06 W Z LL BUILT UP COLUMNS x 3 1/2" TITENS @ 16" Q O - BELOW O.C. MAX. FOR Z U H 0 (5 � STRINGERS TO BE U' _ _ u� r ,, wz�� A -A PLAN VIEW 180 DEGREE TURN LANDING MASONRY NOTCHEDArLANDING p I- ° W z W 8 SEE SCHEDULE FOR MAX WIDTH OF LANDING U) ¢ O O 0 (3) 16d TOENAILS z Q _ Z STW NOT USED 0 W Q W z o - BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM A35 @ EA. STRINGER \ AT LANDING (#2 SYP) (#2 SYP) TO LANDING L— (3) 2x12 2x8 8'-0" SEE ARCHS. FOR MAX. 2x6 6-0" 12'4" (1) 2x12 1 2x8 RISE OF STEPS AND ,_ 4 0„ ~ (3) 2x12 MIN. TREAD DEPTH 8'-011 11'-01, 3/4" O.S.B. W/ 8d NAILS 2x6 6-0,, (1) 2x12 (1) 2x8 2x6 @ 3" O.C. TOP AND (3) 2x12 2x8 BOTTOM CHORD 101.0" (2) 2x12 2x6 61-01' -JOIST PER FRAMING 2x6 4'-0 " ILLI PLAN W/ SQUASH 2x12 9'-0" (2) 2x12 2x8 BLOCK OR 9'-0.1 (1) 2x12 (1) 2x8 2x6 5'-0" BEAM/FLOOR TRUSS �. (3) 2x12 2x8 " PER PLAN 2x8 T-0" 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" PENDING LANDING (3) 2x12 2x12 9'-01. (2) 2x12 HEIGHT AND PLAN 7'-0" 7'-0" (1) 2x12 (1) 2x8 2x6 LAYOUT. HEADER 6, 0„ (2) 2x12 2x8 WITHIN SUPPORT (1) 2x12 (1) 2x8 2x6 5'4" 10dNAILS @4"O.C• WALL COULD BE (2) 2x12 2x8 9'-01 (1) 2x12 (1) 2x8 REQUIRED. SEE PLAN 61-01' OPENING W/IN FOR REQUIRED (NOTCHED @ 2x6 VERTICAL LOCATIONS). 2x12 STRINGERS ONE TOENAILS BOTTOM HEADER AND, ON EACH SIDE AND n HANDRAIL ONE @ MID -SPAN ONE Al /'� INFORMATION. A34 @ EA. STRINGER ---�� TO LANDING KNEEWALL FOR VERTICAL 2x ATTACHED TO 2x JOIST (P.T. IF STRINGER I I I ATTACHING TO I I I I PLYWOOD FLOORING MASONRY WALL) CONT III LEDGER w/ (3) 16d 2x12 STRINGERS ONE I I I I NAILS @ 16" O.C. MAX. TO ALLOW VERTICAL ON EACH SIDE AND I I I I TO EACH STUD. ((2) 1/4" ONE @ MID -SPAN I I I I x 3 1/2" TITENS @ 16" 2x6 VERTICAL AND TO SLIDE DOWN TO FACE OF TRUSS O.C. MAX. FOR (2) 2X BEAM PER MASONRY WALL) . A35 CONNECTION I I I I SCHEDULE @ END OF - LANDING FOR STRINGERS TO WOOD OR MASONRY 2X8 P.T. SPF #2 (MIN.) 2x4 CONT. TOP PLATE CONNECT TO. BEAM WALL SEE PLAN FOR LET -IN FASTEN TO q. TO BEAR DIRECTLY ON MORE INFO SLAB USING MIN. (4)4' BUILT UP COLUMN 2x JOIST PER X 3" EVENLY SPACED BELOW. SCHEDULE TAPCONS @ MIN. END MIN. (3) 2x4 SPF #2 ATTACH 2x6 VERTICAL DISTANCE OF 1-1/2" S COLUMN HEIGHT OF LANDING BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING L— (3) 2x12 2x8 8'-0" (2) 2x12 2x6 6-0" 12'4" (1) 2x12 1 2x8 2x6 ,_ 4 0„ ~ (3) 2x12 2x8 8'-011 11'-01, (2) 2x12 2x6 6-0,, (1) 2x12 (1) 2x8 2x6 41-0„ (3) 2x12 2x8 8'-0” 101.0" (2) 2x12 2x6 61-01' (1) 2x12 (1) 2x8 2x6 4'-0 " ILLI (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0„ 9'-0.1 (1) 2x12 (1) 2x8 2x6 5'-0" W (3) 2x12 2x8 " (2) 2x12 2x8 T-0" 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" _ (3) 2x12 2x12 9'-01. (2) 2x12 2x8 7'-0" 7'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 6, 0„ (2) 2x12 2x8 8'-0" (1) 2x12 (1) 2x8 2x6 5'4" 10dNAILS @4"O.C• „ OR LESS 6-0" (2) 2x12 2x8 9'-01 (1) 2x12 (1) 2x8 2x6 61-01' SCALE. AS INDICATED BASE PLATE PER FLOOR PLAN NOTE: PLAN SPACED/CENTERED IN TRUSS SEE PLAN.._..__. __- ATTACHED PER PLAN 1, BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" TRUSS TO OUTSIDE S'� NF°CRU DATE: 01/12/2015 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR FACE OF TRUSS STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL STO3 HANDRAIL CONNEC'T'ION AT FLOOR TRUSSES (ST'�_01 GEN. STAIR AND LANDING FRAMING DETAILS (2) PLY BEAM TOGETHER USING (2)12d NAILS AT 4" O.C. SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR q 1 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1'-0" N.T.S. # 1 " 3 5 6 ST1 UNDER BEAMS LESS THAN 2x12) of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC any use; duplication, or transfer p , r i I I a r W J F L— Q 02CL rC6 < "�N Z 0U N'Q ' 3%- " - 2x4 CONT. PLATE ~ SEE ARCH PLAN TOP V, MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE'TO ILLI STUDS W/ (2) 16d TOE W " 2x4 #2 SPF STUDS X X NAILS _ VERTICAL 6'-0" 2x6 @ @ 24 O.C. 2x4 SILL PLATE W/ (2) 2x4 #2 SPF STUDS @ O.C. MIN. AND @ANY 10dNAILS @4"O.C• / W 24" O.C. 2 12d O OPENING W/IN (NOTCHED @ 2x6 VERTICAL LOCATIONS). I TOENAILS BOTTOM a� HANDRAIL NOTCH SILL PLATE KNEEWALL FOR VERTICAL NOTCH SILL L AD N PLYWOOD FLOORING TO ALLOW VERTICAL 2x L -BRACE W/ 12d NAILS @ 4" O.C. 2x6 VERTICAL AND TO SLIDE DOWN TO FACE OF TRUSS c p . " L -BRACE @ 6-0 O.C. & @ ANY OPENING 2x4 CONT. TOP PLATE cs q. (ATTACH TOP PLATE C4 ATTACH 2x6 VERTICAL TO STUDS W/ (2) 16d S DOUBLE TRUSS PARALLEL TO FLOORZ TO TRUSS W/ (3) Y4" x 3° 3 1/2" SDS WOOD SCREWS TOE NAILS F - SECTION X -X N.T.S. EQUALLY 0 Q O SPACED/CENTERED IN 2x4 #2 SPF STUDS @ 0 ; 2x4 CONT. TOP PLATE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER W ATTACH TOP PLATE TO 3#" ATTACH TOP PLATE TO FACE OF TRUSS STUD TO BE ATTACHED TO TRUSS _j W 0 1 STUDS 2/ (2) 16d TOE '�` STUDS W/ (2) 16d TOE NAILS 32" tit � BELOW (OTHERWISE � NAILS 2x4 #2 SPF STUDS @ SEE ARCH PLAN SEE I ATTACH W/ (2) 12d Z 0 Im 24" O.C. W/ (2) 12d MAX. 44ABOVE FLOOR TOENAILS @ BOTTOM)W 9! 0 f- Z TOENAILS BOTTOM 2x4 #2 SPF STUDS @ X X I 2x4 SILL PLATE W/ (2) O J >- W LL. 0I16d SLICE CUT PLYWOOD 24" O.C. W/ (2) 12d � NOTCH FLOOR TOE NAIL EA. LU FLOORING FOR STRAP TOENAILS BOTTOM I SHEATHING TO CONT. BRACE & 10d 0 O H CL I-- ACCOMMODATE 2x 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO W 2x4 #2 SPF SILL PLATE NOTCH SILL AND I' ----- 10d NAILS @ 4" O.C. ��= FLOOR SHEATHING CL W/ (2) 10d NAILS @ 4" PLYWOOD FLOORING (NOTCHED @ 2x6 O.C. TO ALLOW VERTICAL VERTICAL LOCATIONS). I ATTACH 2x4 TO TRUSS STRUCTURAL ENG: BED/BAD/MARC TO SLIDE DOWN TO W/O 2 Y4'x3" SDS � - - DRAFTING: (2) SIMPSON LSTA24 FACE OF TRUSS I SCREWS EQUALLY STRAP (1 EA. SIDE OF _ ° SPACED & CENTERED _ -STRUCT - JV -- STUD) EVERY 48" O.C. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND " IN TRUSS QC CHECK: CC TO TRUSS W/ (3) Y4" x 31, '- L -BRACE @ 6 0 O.C. & FLOOR BEAM CONDITION FLOOR BEAM SEE SDS WOOD SCREWS EQUALLY @ ANY OPENING JOB No. TM - 2151520 SCALE. AS INDICATED BASE PLATE PER FLOOR PLAN NOTE: PLAN SPACED/CENTERED IN TRUSS SEE PLAN.._..__. __- ATTACHED PER PLAN 1, BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" TRUSS TO OUTSIDE S'� NF°CRU DATE: 01/12/2015 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR FACE OF TRUSS STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL STO3 HANDRAIL CONNEC'T'ION AT FLOOR TRUSSES (ST'�_01 GEN. STAIR AND LANDING FRAMING DETAILS (2) PLY BEAM TOGETHER USING (2)12d NAILS AT 4" O.C. SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR q 1 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1'-0" N.T.S. # 1 " 3 5 6 ST1 UNDER BEAMS LESS THAN 2x12) of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC any use; duplication, or transfer p , r i I I RECORD COPY #16 — 3 56 46 3 �cL SQRwL Tt,�