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HomeMy WebLinkAbout460 Red Rose Ln 17-2363 (a)GENERAL CONSTRUCTION NOTE5; CHAPTERS AND SECTIONS REFER TO F.B.C.R. - 5TH EDITION (2014). NOTE: ANY DIMENSIONS AND/OR CALLOUTS WITHIN THI5 SET OF DRAWINGS REFERENCING LUMBER SIXES OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS" LOT 15 2 THORNBROOKE 40S OCCUPANCY AND CON5TRUCTION TYPE: THI5 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION, EXTERIOR WALL ENVELOPE: BUILDER IS RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 101.2.4 OF THE F.B.C.-BUILDING BY PROVIDING ALL DETAILS L15TED UNDER THI5 SECTION, INCLUDING BUT AMF,q,-RHRY 1,SRR FLFVATTON A NOT LIMITED TO, THE MANUFACTURER'5 INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RE615TANCE OF THE EXTERIOR WALL ENVELOPE 15 MAINTAINED, CEILING CON5TRUCTION: I. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM 50ARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/6 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 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 GARAGE LEFT F.B.C.R. - 5TH EDITION (2014) 8102.3.5. EXTERIOR FIN15HE5: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B,C.R. 5TH EDITION (2014) R103bJ AND A5TM C 1063, ALL LATH AND LATH ATTACHMENTS SHALL BE TAYLOR MORRISON OF CORR051ON-RE6I6TANT 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 A5 OTHERWISE APPROVED. THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R. 5TH EDITION (2014) R103.6.2 AND A5TM C 926, PER F.B.C.R. 5TH EDITION (2014) R103.611 WEEP 5GREED5 SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE CORRO5ION-RE516TANT WEEP 5CREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3.1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS 1N ACCORDANCE WITH A5TM C 926. THE WEEP 5CREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RE516TANT 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.R. 5TH EDITION (2014) R103.63 WATER RE515TIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL THORNBROOKE 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS REDRAW NOTES MONO FOOTING, ALUMINUM OVER 2x6 5UB FA5CIA, 5HINGLE ROOF, ELECTRIC NEAT, 50 GAL, W.H., 150 AMP SERVICE/PANEL BOX, PAVER DRIVE AND LEAD WALK, PAVER ENTRY, AND ACRYLIC AT LANAI, 01-05-11 CREATED LOT 5PECIFIC PLAN FOR LOT 152 IN THORNBROOKE 40s ELEVATION "A" GARAGE LEFT W/ PLAN OPTION5 INCLUDING: GARAGE DOOR OPENER W110 KEY TOUCH PAD, (2) FLOOD LIGHT5, EXTRA INTERIOR GRI. OUTLET, (6) CEILING FAN PRE-WIRE5, EXTENDED LANAI, ADDITIONAL 5INK 1N MA5TER BATH, OPTIONAL KITCHEN CA5INET5, VENT HOOD / MICRO TO OUT5IDE, RADIANT BARRIER, INJECTION MA50NRY FOAM AND CU5TOM A/C CLO5ET, ° JOB NUMBER 27002.245 • CAD FILE NAME LOT 152 ISSUED 07-05-17 REVISED INCLUDE A WATER RE515TIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER STUCCO APPLICATION AND CURING PER F.5-C.R. 5TH EDITION (2014) R103.6.5 OR IN ACCORDANCE WITH ASTM C 926. 5TUCCO CONTROL JOINT5; STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-06 (1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 5F, AND DELINEATE AREAS NOT MORE THAT 100 5.F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT, IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 21/2 T01. 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 PLAN REVISIONS DRAWING I N D E`/f� CONSIDERED A5 CONTROL JOINTS. EGRE55: I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF COV �- GENERAL NOTES INDEX SPECIFICATIONS 44" ABOVE FINI5H FLOOR LINE OF THAT PARTICULAR ROOM. FLA5HING: I, 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. SLAB INTERFACE P U'1N 2. APPROVED GORRO51ON-RE515TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION-RE515TANT FLASHING SHALL BE ZA -FLOOR PLAN NOTES INSTALLED AT ALL REQUIRED LOCATIONS PER 8103.8. 01 D OOR PLAN DII� ENSIGNS WINDOW INSTALLATION: �- K 2 DAVIS BEWS DESIGN GROVP U rLo o. T • DS1V'VER. 1994 Fra- 3A3 — FLASHING DETAILS 0 ®®®rm�'I C4 N' C 0 n 2NOM am N ,^ 3A4 - E LAS H I N G D ETAI LS I. WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT 5HINGLE6 SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.2h AND R905.2 6.1. �. ?;JM 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF 5LOPE5 FROM TWO UNITS VERTICAL IN 12 UNITS �, IL 0 0 0` n 4 J V 0 ... o W C o 1 >E UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE 11, ASTM D 4869, TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION R905.2.1. s 5 C-4 � o�,rom C' -J +� z° a THE INSTALLATION OF CLAY AND. CONCRETE TILE PER F.B.C.R - 5TH EDITION (2014) R9053 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR ° JOB NUMBER 27002.245 • CAD FILE NAME LOT 152 ISSUED 07-05-17 REVISED INCLUDE A WATER RE515TIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER STUCCO APPLICATION AND CURING PER F.5-C.R. 5TH EDITION (2014) R103.6.5 OR IN ACCORDANCE WITH ASTM C 926. 5TUCCO CONTROL JOINT5; STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-06 (1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 5F, AND DELINEATE AREAS NOT MORE THAT 100 5.F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT, IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 21/2 T01. 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 PLAN REVISIONS DRAWING I N D E`/f� CONSIDERED A5 CONTROL JOINTS. EGRE55: I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF COV �- GENERAL NOTES INDEX SPECIFICATIONS 44" ABOVE FINI5H FLOOR LINE OF THAT PARTICULAR ROOM. FLA5HING: I, 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. SLAB INTERFACE P U'1N 2. APPROVED GORRO51ON-RE515TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION-RE515TANT FLASHING SHALL BE ZA -FLOOR PLAN NOTES INSTALLED AT ALL REQUIRED LOCATIONS PER 8103.8. 01 D OOR PLAN DII� ENSIGNS WINDOW INSTALLATION: ft"_ - f L � ret/ I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS, WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE ®®®`0 ///®/ MANUFACTURER FOR EACH WINDOW. 2C - INTERIOR ELEVATIONS, DETAILS - ERDWELLING / GARAGE OPENING5:3A1 FRONT ELEVATION THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8" IN TNIGKNE55, SOLID CORE (S.C.) OR HONEYCOMB CORE STEEL DOORS a V NOT LE55 THAN 13/6" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A 5ELF-CL051NG DEVICE.� � ®� ® � r %� z 3AZ - SIDE AND REAR ELEVATIONS ROOF PLAN FLOOD ZONE REQUIREMENTS: �- DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OL,DSMAR, FLORIDA 34677 80. 1925. 000 TEL, 813.925.1800 FAX W W W.CIAVISBEWS.COM T • DS1V'VER. 1994 Fra- ft"_ - f L � ret/ I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS, WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE ®®®`0 ///®/ MANUFACTURER FOR EACH WINDOW. 2C - INTERIOR ELEVATIONS, DETAILS - ERDWELLING / GARAGE OPENING5:3A1 FRONT ELEVATION THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8" IN TNIGKNE55, SOLID CORE (S.C.) OR HONEYCOMB CORE STEEL DOORS a V NOT LE55 THAN 13/6" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A 5ELF-CL051NG DEVICE.� � ®� ® � r %� z 3AZ - SIDE AND REAR ELEVATIONS ROOF PLAN FLOOD ZONE REQUIREMENTS: �- PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION ®®. "I ®®° 3A3 — FLASHING DETAILS ®®®rm�'I A5PHALT 5HINGLE5 (IF APPL,ICABLE): WR®�'® 3A4 - E LAS H I N G D ETAI LS I. WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT 5HINGLE6 SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.2h AND R905.2 6.1. 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF 5LOPE5 FROM TWO UNITS VERTICAL IN 12 UNITS d T HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL 14x2), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH A5TM 1226, TYPE I OR TYPE 11, A5TM D 4869, TYPE II OR RIVr 4 " E LEC CAL PLAN TYPE IV OR ASTM p 6151 15 REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1. FOR ROOF 6LOPE5 FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF Cq e-1 1 UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE 11, ASTM D 4869, TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION R905.2.1. C' -J CLAY AND CONCRETE TILE (IF APPLICABLE) : a THE INSTALLATION OF CLAY AND. CONCRETE TILE PER F.B.C.R - 5TH EDITION (2014) R9053 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR _J ...� RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAsD 15 DETERMINED IN ACCORDANCE WITH SECTION 8301.2.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER F.B.C.R. - 5TH EDITION (2014) 890533 SHALL CONFORM WITH ASTM D 226, TYPE 11; ASTM D 2626, TYPE 11; OR A5TM 0 - LL., COPY D 1910 OR A5TM p 6380, CLASS M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE gPCORD INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAw15 DETERMINED IN ACCORDANCE WITH SECTION 8301.2.1:3 OR THE RECOMMENDATIONS OF RAS 118, H9 OR 120, 0 CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICABLE) 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 24" HIGHERV) THAN THE ROOF OR RIDGE THAT IS 104" AWAY OR CLOSER M� TUB AND 5HOWER AREA5: I. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM C1288, C1325, OR CII18 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. TERMITE PROTECTION; 1. PENETRATION, PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLUL05E CONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE65 OF 0,010 INCH, AND BE SEALED WITHIN THE SLAB USING A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE, NO TERMITICIDE5 SHALL BE APPLIED INSIDE THE SLEEVE, 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM R15ER5 FOR SPRAY HEADS, AND ROOF DOWN5POUT5 SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF: REVIEWED FOR CODE COMPLIANCE MECHANICAL AND HVAC: -�' DLA ' EXAMINER I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNI5HED BY THE GENERAL CONTRACTOR A5 AN ATTACHMENT TO THI5 PLAN SET AT THE TIME OF APPLICATION FOR 1B 4 , 11 PERMIT. DATE 2. MECHANICAL APPLIANCES SHALL BE ACCE561BLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES Ln (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 51DE TO SERVICE AN APPLIANCE, 3, DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DllLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. r16 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. r� SA NFQRD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FIN15HED GRADE AND SHALL ALSO CONFORM TO THE LICENSE TO PROCEED WITH THE WORK ANDS MANUFACTURER'S INSTALLATION INSTRUCTIONS: AUTHORITY TO VIOLATE, CANCEL, OR SET5. 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 ANY OF THE PROVISIONS OF THE TECHNICAL ASIDE OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PAN5 SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS MI411.3: CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT 0 THE BUILDING OFFICIAL FROM THEREAFTER EXHAUST FANS AND VENTING; REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE (.OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, 5OFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DUELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE COMPACTION -BEST OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. _ 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE MALL OR ROOF TERMINATION, THE MAXIMUM LENGTH REQUIRED THE SHALL 45 BEND ��"�'■'*�''* ° OF DUCT BE REDUCED 2.5 FEET (162 mm) FOR EACH DEGREE (0.19 RAD) AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST Results to be Verified - 1588 DUCT DOES NOT INCLUDE THE TRAN51TION DUCT. EXCEPTION WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF at Slab Ins ection p 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 FAN 15 INSTALLED AND NOT READILY ACCF6615LE FROM THE ROOM iN WHICH THE DRYER IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE II II THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS 1HI5 PRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED 50051ER FAN 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. ATTENTION GENERAL CONTRACTOR / BUILDER; 7 - 2 3 63 156UANCE OF PLANS FROM THI5 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RE51"ON51BILITY TO REVIEW AND 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 nSANFORD TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES, IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. PAVER DRIVE / LEAD WALK L4O 41 • • 1588 4 x G.G. VERIFY ACRYLIC -�� � .j h - O a� y 0000 it t� ON LANAI �• > PJM 6 6 510� 00n v��Q .�. o�C0 E LL= 0A Z }N 60 �N �� . 8 8 Il 8 8 0-20 z10 AVERIFYD ELEVATION LOCATION) 15'-2" 6'-2" l) 0'-4" 81411 111/2" RECE55 4" P,Y.C, FOR 5.G.D. REFERENCE H.B- OL ELEVATION r ({) 0'-v t, 1'-6" 15'-2" 2'-8" 4'-8" M ' L�... JJ GARDEN Z, TUB TILE SEAT WINK DW. j ABV. lU/ DIWP ZD M ED HEAD ELEVATION OL (-) 0'-4" 64" 3'-4" II14" 8'-11" lid L ---J PROVIDE WATER LINE FOR ICE MAKER ;- 24" 2'-8" V-8" 22'-8" I( lI :1N II II Q REFERENCE -, ELEVATION LAO 2x61AL =----- a; 4 P.V.C, i� IF 7 3/4" P.Y.C. ( ZA/H Au y' _ -. , 50 GAL. r —� DRAIN BY PLUMBER `` ,i W,H.� 3/4" RECE55 FOR ENTRY DR, 2'-P' 3'-8 8l ELEVATION REFERENCE O 0'-4" ELEVATION - -((4) 0'--0" ELEVATION -____--cj.------------- -- _______________ -__ -_ r z0f— Op. T 1 � $" C.M.U. DRYER WAWHEIR i WALL ABV. I = all � 18'-8' all G�-V�� Q 1-4" , � PAYERS i ELEVATION e l) 0-4.. K, 11/2" RECE55 FOR GAR. DR PAVER DRIVE / LEAD WALK L4O 41 • • 1588 4 JOB NUMBER 27002.249 • CAD FILE NAME LOT 152 ISSUED 07-05-17 REVISED I--- DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMM, nORIDA W77 813. 925. 1300 TIEL 813.925 1800 FAX WWW.L7 CAM i im rAMI'A n ES 1 b4 ®,® •Q4, pw o •J` r� z mm uj a 0 z ca cem 0WV) pmmq ne 0 N Ln 00 G.G. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE SLAB INTERFACE PLAN_ GARAGE x too .j h - O a� y 0000 �• > PJM 6 6 510� 00n v��Q .�. o�C0 E LL= 0A Z }N 60 �N 0-20 z10 JOB NUMBER 27002.249 • CAD FILE NAME LOT 152 ISSUED 07-05-17 REVISED I--- DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMM, nORIDA W77 813. 925. 1300 TIEL 813.925 1800 FAX WWW.L7 CAM i im rAMI'A n ES 1 b4 ®,® •Q4, pw o •J` r� z mm uj a 0 z ca cem 0WV) pmmq ne 0 N Ln 00 G.G. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE SLAB INTERFACE PLAN_ GARAGE ALL EMERGENCY ESCAPE AND RESCUE OPENING5 5HALL COMPLY WITH 8310 PER RE.C.R. - 5TH EDITION (2014). 9Ti Q R. I. T.O.M. BOTT. OF LINTEL 9.04 . A.F.F. AT 8'-0' AFF. aF.F. LANAI GC. VERIFY ACRYLIC 16 -0 x6 -8 ,> ON LANAI I a ul ( 9'-4" PLT. HT. REFER TO SWEET 2A2 FOR A/C PAD MAIN FLOOR DIMEN510N5 (VERIFY (2) 26 5W. tl, T.011 LOCATION) WD. AT 8' 0" 2 !;�i I (2) 26 TEMP. 5W. I 9' 4" * EGRE86 6-06-0 TEMP, S.G.D. HD, AT V-0" �o MASTER SUITE FAMILY ROOM 13'-10"x12'-0" 14'-8"x13'-4" Hg, 9'-4" FLAT CLG. 9'-4" FLAT CLG. �o �o i II II I TUB DECK 2 W-8 j u i 39" W. KNEE 42" W. WALL COUNTERTOP M.0 z �, o i a ------ 26 WALL GARDEN CLG. I o o I/ IL O.H.C. 1 TUB TEMP. GL, ON 6 H. 2x8 LOW WALL W/ r 36"x22" SINK D.W. I o MARBLE CAP (SEE I ATTIC I I W/ D15P DETAIL ON SHEET 2C) ACCESS KITCHEN 0 0 VENT WOOD M, BATH I 9'-4" FLAT CLG. o TO EXTERIOR 9 -4 � I ::)CL L24HGL. HEAP 2 - R/5 1' 8" N. AFF I2" DEEP BASE TILE 5EAT I AND UPPER CABINETS BRKFST uj BEDROOM 2 Q I 0 CLG. FLAT 10'-8"x10'-4" .c, 'o5 z 9'-4" FLAT CLG. O.H.C. PLANT SHELF. TOP AT 84" DINING ROOM Q 15'-4"x10'-6" o• 9'-4" FLAT CLG. s IL BATH �< 9. 411 2-6x6.8 VINYL CPT. g 4 e CLG. CLG.. 32" H. VANITY II ON Q �, X x o LIVING ROOM a �' = c 15'-4"x10 -6„ r, m 9'-4” FLAT CLG. NOTE: BEDROOM 3 1 ALL INTERIOR ANGLE JL 10'-8"x10'-0" I WALL5 ARE AT 45' 9'-4" FLAT CLG. ao I sn �k Q �� I a PLANT 5HELF I A.W. yfi TCP AT 8'-0" I 0 50 GAL, W.H. INSULATE WALL Q `' T FLU5H FRAME a TO FURRING 54"x22!' ATTIC G.C. VERIFY ACCE55 _ — — K. RADIANT BARRIER 2C 2x FRAMING UTIL I (TYP. AT DOOR) 7W/ x6-8 5.C. V-4" I G.C. VERIFY CL05ER CLG. I INJECTION MA50NRY FOAM IN5ULATE WANSEN GARAGE WALL Box Z 9'-4" PLT. HT. 15N./ I -OPT, — SII -OPT. 1 ENTRY o OPT. CAB. I DRYER I I WASHER g'•4" PLT. WT. i '� o ,LL4a DRYER VENT 15W. L _ _ J I �� o (SEE DETAIL) -' LINE OF GARAGE DOOR IN OPEN P051TION r -----2x6 WALL, 2020 RG. HD, AT 6'-8" /I PAVERS BOTT. OF C) I I T.O.M. HEADER AT T.O.M. 9'-4" 16-00-0 O.W. GARAGE DOOR I AFF. V-0" A.F.F. A.FF, AA REFER TO 5HEET 2A2 FOR PAVER DRIVE /L�WALK 3A2 MAIN FLOOR DIMEN51ON5 HATCHING LEGEND IN5ULATE WALL LIVING 1589 TYPICAL MASONRY GAIZAGE 399 WINDOW SCHEDULE ENTRE i8 WINDOW WIDTHS LANAI 101 5.1=, 20" 2711 3711 53" L > =Jcy WINDOW CALL. -OUTS o o r.. 0 W Cp (D 26" 12 514 1/2 32 54 22 514 32 5N w = 39" O 13 514 1/2 33 514 23 5N 33 5N J 0 51" 14 5N 1/2 34.5N 24 514 34 5N Z 63° 0 15 514 1/2 35 5N 25 54 35 5N M Z 72" 16 5N 1/2 36 5N 26 5N 36 5N G.C. VERIFY MA50NRY OPENING5 FOR ALL WINDOWS , tLu o WINDOW 51XE5 AND IN5TALLATION MAY VARY PER 8 MANUFACTURER AND 5PECIFICATION5. 0 REFER TO FLOOR PLANS FOR 5TYLE OF WINDOW U5ED 151NGLE HUNG -5N, CA5EMENT- CSMT, OR FIXED GLA55- F.G.) 9Ti Q R. I. T.O.M. BOTT. OF LINTEL 9.04 . A.F.F. AT 8'-0' AFF. aF.F. LANAI GC. VERIFY ACRYLIC 16 -0 x6 -8 ,> ON LANAI I a ul ( 9'-4" PLT. HT. REFER TO SWEET 2A2 FOR A/C PAD MAIN FLOOR DIMEN510N5 (VERIFY (2) 26 5W. tl, T.011 LOCATION) WD. AT 8' 0" 2 !;�i I (2) 26 TEMP. 5W. I 9' 4" * EGRE86 6-06-0 TEMP, S.G.D. HD, AT V-0" �o MASTER SUITE FAMILY ROOM 13'-10"x12'-0" 14'-8"x13'-4" Hg, 9'-4" FLAT CLG. 9'-4" FLAT CLG. �o �o i II II I TUB DECK 2 W-8 j u i 39" W. KNEE 42" W. WALL COUNTERTOP M.0 z �, o i a ------ 26 WALL GARDEN CLG. I o o I/ IL O.H.C. 1 TUB TEMP. GL, ON 6 H. 2x8 LOW WALL W/ r 36"x22" SINK D.W. I o MARBLE CAP (SEE I ATTIC I I W/ D15P DETAIL ON SHEET 2C) ACCESS KITCHEN 0 0 VENT WOOD M, BATH I 9'-4" FLAT CLG. o TO EXTERIOR 9 -4 � I ::)CL L24HGL. HEAP 2 - R/5 1' 8" N. AFF I2" DEEP BASE TILE 5EAT I AND UPPER CABINETS BRKFST uj BEDROOM 2 Q I 0 CLG. FLAT 10'-8"x10'-4" .c, 'o5 z 9'-4" FLAT CLG. O.H.C. PLANT SHELF. TOP AT 84" DINING ROOM Q 15'-4"x10'-6" o• 9'-4" FLAT CLG. s IL BATH �< 9. 411 2-6x6.8 VINYL CPT. g 4 e CLG. CLG.. 32" H. VANITY II ON Q �, X x o LIVING ROOM a �' = c 15'-4"x10 -6„ r, m 9'-4” FLAT CLG. NOTE: BEDROOM 3 1 ALL INTERIOR ANGLE JL 10'-8"x10'-0" I WALL5 ARE AT 45' 9'-4" FLAT CLG. ao I sn �k Q �� I a PLANT 5HELF I A.W. yfi TCP AT 8'-0" I 0 50 GAL, W.H. INSULATE WALL Q `' T FLU5H FRAME a TO FURRING 54"x22!' ATTIC G.C. VERIFY ACCE55 _ — — K. RADIANT BARRIER 2C 2x FRAMING UTIL I (TYP. AT DOOR) 7W/ x6-8 5.C. V-4" I G.C. VERIFY CL05ER CLG. I INJECTION MA50NRY FOAM IN5ULATE WANSEN GARAGE WALL Box Z 9'-4" PLT. HT. 15N./ I -OPT, — SII -OPT. 1 ENTRY o OPT. CAB. I DRYER I I WASHER g'•4" PLT. WT. i '� o ,LL4a DRYER VENT 15W. L _ _ J I �� o (SEE DETAIL) -' LINE OF GARAGE DOOR IN OPEN P051TION r -----2x6 WALL, 2020 RG. HD, AT 6'-8" /I PAVERS BOTT. OF C) I I T.O.M. HEADER AT T.O.M. 9'-4" 16-00-0 O.W. GARAGE DOOR I AFF. V-0" A.F.F. A.FF, AA REFER TO 5HEET 2A2 FOR PAVER DRIVE /L�WALK 3A2 MAIN FLOOR DIMEN51ON5 HATCHING LEGEND IN5ULATE WALL LIVING 1589 5.1°. GAIZAGE 399 5P. ENTRE i8 5.F. LANAI 101 5.1=, TOTAL- 5G2, FT. 2113 5.1=. MAIN FLOOR PLAN NOTES GARAGE LEFT JOB NUMBER � 27002.249 CAD FILE NAME LOT 152 ISSUED 07-05-17 REVISED i i2 DAIS BEWS DESIGN GROUP' M TE STREET EAST al FWPMA 34677 813' . 9 . 1300 TEL 813�DA 800 FAX WW �-WS.COM 11 r • D' fig flit *16 a- ; J w'' 0 0 • *. .m 'rte y�•�, l ®o �y W 9 V_ 0' a0 z° 04 uj 0 0 0 V) H 0 0rt"ol Lo 0 0 • • 0 1588 • TITLE • MAIN FLOOR PLAN NOTES x ro Uio0Lo io J N o, Oi N Nh rn .� 2 " co L > =Jcy L L L• o o r.. 0 W Cp 1 �El L�*gym LV, wn � Z���:U JOB NUMBER � 27002.249 CAD FILE NAME LOT 152 ISSUED 07-05-17 REVISED i i2 DAIS BEWS DESIGN GROUP' M TE STREET EAST al FWPMA 34677 813' . 9 . 1300 TEL 813�DA 800 FAX WW �-WS.COM 11 r • D' fig flit *16 a- ; J w'' 0 0 • *. .m 'rte y�•�, l ®o �y W 9 V_ 0' a0 z° 04 uj 0 0 0 V) H 0 0rt"ol Lo 0 0 • • 0 1588 • TITLE • MAIN FLOOR PLAN NOTES REFER TO SHEET 2AI FOR MAIN FLOOR NOTING I �Jfj 1 11 R T I IN FLOOR PLAN DIMENSIONS GARAGE LEFT �rwwir JOB NUMBER 27002.249 CAD FILE NAME LOT 152 ISSUED 07-05-17 REVISED • • DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLD MMt, MORMA 34477 813. 1300 TEL 813. 1800 FAX WVVVV: VV5CC7 III dill,® TAMP 13 ®®® . +®® P c +� + :LU co + ¢ ++ ■.. ®®,�'®p®®1® Rpt®® dddr e uj � co Q 000 a Z -� Cp J 0U_ a 0 z �? N N Lo >= Q DoJ 1 1588 I i x 0 U N to O .j hrn Y/ N n W m� Nm�^ L PJM 66 °O�. 00 J ~O 0 ; >E i7 0 L. CO0 y� `!nr' h Zrd. �rwwir JOB NUMBER 27002.249 CAD FILE NAME LOT 152 ISSUED 07-05-17 REVISED • • DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLD MMt, MORMA 34477 813. 1300 TEL 813. 1800 FAX WVVVV: VV5CC7 III dill,® TAMP 13 ®®® . +®® P c +� + :LU co + ¢ ++ ■.. ®®,�'®p®®1® Rpt®® dddr e uj � co Q 000 a Z -� Cp J 0U_ a 0 z �? N N Lo >= Q DoJ 1 1588 I i Q LIVING NICHE SCALE: 1/4"I' -V TRUSS GIRDER OPT. UPPER CABINETS QUIRE F SHELF r- DRYER VENT E 3r) �i DRYER u— BOX DRYER DETAIL TRUSSES ATTIC ACCESS DETAIL SCALE: 1/2" - I'-0" cA OL it, FLORIDA 34677 r K 0 w PLANT SHELF * o `r J h� 0 TO MASTER SUITE H- N, ® 'CD ` °® O ®: L >;Jm x fu a. ¢, i5 LL L ro 00 00��roa r®°®� ®®®lose° ° JOB NUMBER 27002, 249 CAD FILE NAME LOT 152 ISSUED 07--05--17 REVISED Fl DAVIS BEWS DESIGN GROUP lgo Te Q"M Flr r EAsr OL it, FLORIDA 34677 r K 0 w 813 ' 1300 TEL. * o 813 .1800 F J h� 0 MND N ® o ® 'CD ` °® O ®: L >;Jm LLT d fu a. ¢, i5 LL L ro 00 00��roa r®°®� ®®®lose° C C0 ® ®®O LL w 6 c i+ N Zr�0d' ° JOB NUMBER 27002, 249 CAD FILE NAME LOT 152 ISSUED 07--05--17 REVISED Fl DAVIS BEWS DESIGN GROUP lgo Te Q"M Flr r EAsr 12" DEEP � a,-:, BASE KITCHEN WALL �. 6 co CABINETS B � � ' SCALE: U4" - r-0" a z uj A: o 0 :707 0V)N rvoo cmt 0 rie 0 MARBLE CN .GAP TEMP. CLASSLn PLYl000p ■ TUB DECK I� SHOWER 0 RECESS TUB / SHOWER ' LOW -WALL DETAIL • SCALE: 112" : 1'-0" 1 1588 s PLAN DETAILS - SCALE: 1/4" - 14" GARAGE LEFT OL it, FLORIDA 34677 813 ' 1300 TEL. 813 .1800 F ® o ® 'CD ` °® O ®: LLT d fu a. ¢, r®°®� ®®®lose° ® ®®O 12" DEEP � a,-:, BASE KITCHEN WALL �. 6 co CABINETS B � � ' SCALE: U4" - r-0" a z uj A: o 0 :707 0V)N rvoo cmt 0 rie 0 MARBLE CN .GAP TEMP. CLASSLn PLYl000p ■ TUB DECK I� SHOWER 0 RECESS TUB / SHOWER ' LOW -WALL DETAIL • SCALE: 112" : 1'-0" 1 1588 s PLAN DETAILS - SCALE: 1/4" - 14" GARAGE LEFT 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING NOTE: — THI5 DETAIL SHOWS THE TYPICAL THICKNESS o LuOF ALL RAISED TEXTURED FIN16H BANDING AND SAND FINISHED KEY5TONE6 (WHERE > APPLICABLE) IF THICKNE6616 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER MCR, - 5TH 3/4" EDITION (2014) 8103.6.1 AND A6TM C 1063, THICK THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) 8103.6.2 AND A5TM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" -- 1'-0' %k CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 16 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE 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) 8312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C.R. - 5TH EDITION (2014) F3122 ATTACH i/2" APA RATED SHEATHING TO TOP OF LEDGER W/ 0.131 x 2 1/2" R6. AT 4" O.C. 2X4 LEDGER ALONG EXTERIOR WALL ATTACH 2x4 LEDGER TO TRU55 END VERTICAL, R15BON OR 2x RIM BOARD W/ (3) 6/)525412 AT EACH VERTICAL MEMBER OR 50LID BLOCKING AT 16" O.C, MAX, SPACING. 2x6 FASCIA BOARD PLT. HT. TO BE FIELD VERIFY 21-0 5OFFIT (MAX. 2X ATTACHED TO LEDGER FRAME OR W/ l4) 0.131 x 31/2" TOE NAILS, MA50NRY WALL 5ELOW GABLE CANTILEVER (SEE PLANS) ROOF DETAIL SCALE: 1/4" : I'-0" OF I 10" DECORATIVE RIDGE DIAMOND BANDING STUCCO ` SHINGLE 12 12 FIN15H OF `� 5,9 GC, VERIFY 6" BANDING 12 ROALUMINUM OVER SHINGLE SMALL 2x6 SUB-1=ASCIA 1 * 10' * 6" BANDING x �„ ROOF ECORATIVE (TYPICAL) KEYSTONE (SEE T.O.M. DETAIL) _ 4" BANDING 4.. 6.. TEXTURED (TYP, FIN15H 2" BANDING SMALL LARGE ❑ ❑ ❑ ❑ TEXTURED r�xruRED DECORATIVE 0, FIN16H KEYSTONE DETAIL 6" BANDING ❑ ❑ ❑ ❑ ❑ ❑ ❑ M� (TYP.) 5Q. SCALE: 1/2" = 14El "? 2" BANDING (TYP.) FINISH FLOOR LINE FIN15H FLOOR LINE 'k -4-1 1 COPYRIGHT 2014, TAYLOR MORR15ON GRADE LINE LARGE DECORATIVE \-6" BANDING 4" BANDING 4" BANDING (ASSUMED) KEYSTONE (SEE DETAIL) (TYP.) (TYP.) FRONT ELEVATION SCALE: 1/4" -- 1'-0" ELEVATION "A" GARAGE LEff rw•rr • JOB NUMBER 27002.249 • CAD FILE NAME LOT 152 ISSUED 07--05-17 REVISED • 26 1 DAVIS BEWS DESIGN GROVP x ro M50 Ts STPLEET FAST MORMA 34677 813 ;9 .130011 813.E 180 M T • U r0 ri Lu =U t.aa Z It :. �'2 :> o J I, C) qq;r 0N�M W .i (o 0 0 15 N �CoL� o 0_�� 0 0 ww� p p � C �t 06 r4l*+jL L N 0 CD Z -d. rw•rr • JOB NUMBER 27002.249 • CAD FILE NAME LOT 152 ISSUED 07--05-17 REVISED • s®° 66 pd® LJ �® Q ®:z o O� U4 t] c ) oo �a o0 ® Z LLJ v LL co • SHEET ��� • 26 1 DAVIS BEWS DESIGN GROVP M50 Ts STPLEET FAST MORMA 34677 813 ;9 .130011 813.E 180 M T • ri Lu =U t.aa Z It :. �'2 :> C) qq;r W 0 0 0 r4l*+jL s®° 66 pd® LJ �® Q ®:z o O� U4 t] c ) oo �a o0 ® Z LLJ v LL co • SHEET ��� • ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 2173 SQ. FT. 1300 = 7.24 SQ, FT. X 144 =1043 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 521.52 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 4 TOTAL SOFFIT VENTILATION NEEDED 19 SQ. FT, VENT CALCULATIONS BASED ON THE FOLLOWING * 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT * 5.2 SQ, IN. PER SQUARE FOOT OF SOFFIT VENT G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. I I I I I I I � I I I I I I OFF -RIDGE VENT (TYR) I I r 71 A.H. IN ' J ATTIC I I I I r---- I yA i I I I I r I L I I I I T I I I 11-411 �----- -------------___--� TYP. OVERHANG AT HIP (UN.O.) AA ROOF PLAN SCALE: 1/811 - I'-0" 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FIN15H TEXTURED BANDING INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENT$ TO BE PER F.B.C.R - 5TH 3/4" EDITION (2014) 8103.6.1 AND A5TM C 1063, THICK THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION 00141 8103.6.2 AND ASTM C $26, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" -- 1'41 CLEAR OPENING HEIGHTS IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FIN15HED GRADE OR SURFACE BELOW, THE LOUDEST PART OF THE CLEAR OPENING OF THE WINDOW $HALL BE A MINIMUM OF 24 INCHES ABOVE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW I$ LOCATED, OPERABLE 5ECTION5 OF WINDOW$ SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE 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 ASTM F 2090 PER FB.C.R 5TH EDITION (2014) 83122 GIRDER 12 TRUSS5.9 12 GIRDER ROOF TRU55E5 5.9 TRU55 AT 24" O.C. 12 (TYPICAL) PLANT SHELF TO A.H. MASTER SUITE OPEN GARAGE LIVING DINING FAMILY Z LA OIr SECTION AA. SCALE: 1/811 = 1'-0 z x ro �-- TEXTURED FINISH - TEMP: * TEMP. -�— TEXTURED OBS. FIN15H FG. V Lo a Lo - 0 J N- rn FINISH FLOOR LINE _ _ _ _ _ _ _ _ _ _ _ _ _ _ /�� 0$�M �0) N N r L >=JM a�'�. `L 0 0 �� h n Lu � c0 C INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENT$ TO BE PER F.B.C.R - 5TH 3/4" EDITION (2014) 8103.6.1 AND A5TM C 1063, THICK THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION 00141 8103.6.2 AND ASTM C $26, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" -- 1'41 CLEAR OPENING HEIGHTS IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FIN15HED GRADE OR SURFACE BELOW, THE LOUDEST PART OF THE CLEAR OPENING OF THE WINDOW $HALL BE A MINIMUM OF 24 INCHES ABOVE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW I$ LOCATED, OPERABLE 5ECTION5 OF WINDOW$ SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE 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 ASTM F 2090 PER FB.C.R 5TH EDITION (2014) 83122 GIRDER 12 TRUSS5.9 12 GIRDER ROOF TRU55E5 5.9 TRU55 AT 24" O.C. 12 (TYPICAL) PLANT SHELF TO A.H. MASTER SUITE OPEN GARAGE LIVING DINING FAMILY Z LA OIr SECTION AA. SCALE: 1/811 = 1'-0 ° JOB NUMBER 27002.249 ' CAD FILE NAME LOT 152 ISSUED 07-05-17 REVISED DAVIS BEWS DESIGN GROVP 12 00 STATE EAST SHINGLE 5.9 T T 5.9 813.9OLDSM25� 5 o ROOF a .925 . s 1 M !®®®®® 12 SHINGLE www ROOF TAMPA • ®®® �/fj ®� EST®® ®BS ®A T.O.M: T.O.M. x ro �-- TEXTURED FINISH - TEMP: * TEMP. -�— TEXTURED OBS. FIN15H FG. V Lo a Lo - 0 J N- rn FINISH FLOOR LINE _ _ _ _ _ _ _ _ _ _ _ _ _ _ /�� 0$�M �0) N N r L >=JM a�'�. `L 0 0 �� h n � c0 C E _0 L 0 }+ zr?Ld0 ° JOB NUMBER 27002.249 ' CAD FILE NAME LOT 152 ISSUED 07-05-17 REVISED DAVIS BEWS DESIGN GROVP 12 00 STATE EAST SHINGLE 5.9 T T 5.9 813.9OLDSM25� 5 o ROOF a .925 . s 1 M !®®®®® 12 SHINGLE www ROOF TAMPA • ®®® �/fj ®� EST®® ®BS ®A T.O.M: T.O.M. �. ua ® �► ®gym ° Lu ° m GRADE LINE (ASSUMED) 00 LEFT ELEVATION qqz .2 SCALE: I/8.1- II -m11 G J 8.1 LL 0 0 12 120 SHINGLE 5.9 T 12 Q 5,9 ROOF Q 5.9 SHINGLE ROOF T.o.M. _ TOM, �- TEXTURED TEXTURED , FINISH FINSH00 TEMP. `A FINISH tLOoR LINETEMP. FINISH FLOOR LINE GRADE LINE 0 (ASSUMED) REAR ELEVATION, 1 SCALE: I/811 = 1'-0'I N Ln SHINGLE 5.9 121211.12 ROOF j'� Z SHINGLE 12 ROOF `� 5.9 T.O.M. _ TOM, TEXTURED -•— TEXTURED ' �? FINISH — _ FIN15H � TEMP.. � � wrrrlrrirrrrrll.�Il�.rwrar�rlr�rrr • r•r1� • FINISH FLOOR LINE _ _ _ _ _ _ _ _ _ FIN15H FLOOR LIN588 A' i GRADE LINE 1 ' (ASSUMED) RIGHT ELEVATION SCALE: 1/6" - 1411 ELEVATION "A" GARAGE LEFT • TI TLE • SIDES AND REAR ELEVATIONS ROOF PLAN DETAILS BUILDING SECTION • SHEET • 3A2. • mmmmm �-- TEXTURED FINISH - TEMP: * TEMP. -�— TEXTURED OBS. FIN15H FG. TYP. RETURN AT SIDES - - FINISH FLOOR LINE _ _ _ _ _ _ _ _ _ _ _ _ _ _ FINISH FLOOR LINE �. ua ® �► ®gym ° Lu ° m GRADE LINE (ASSUMED) 00 LEFT ELEVATION qqz .2 SCALE: I/8.1- II -m11 G J 8.1 LL 0 0 12 120 SHINGLE 5.9 T 12 Q 5,9 ROOF Q 5.9 SHINGLE ROOF T.o.M. _ TOM, �- TEXTURED TEXTURED , FINISH FINSH00 TEMP. `A FINISH tLOoR LINETEMP. FINISH FLOOR LINE GRADE LINE 0 (ASSUMED) REAR ELEVATION, 1 SCALE: I/811 = 1'-0'I N Ln SHINGLE 5.9 121211.12 ROOF j'� Z SHINGLE 12 ROOF `� 5.9 T.O.M. _ TOM, TEXTURED -•— TEXTURED ' �? FINISH — _ FIN15H � TEMP.. � � wrrrlrrirrrrrll.�Il�.rwrar�rlr�rrr • r•r1� • FINISH FLOOR LINE _ _ _ _ _ _ _ _ _ FIN15H FLOOR LIN588 A' i GRADE LINE 1 ' (ASSUMED) RIGHT ELEVATION SCALE: 1/6" - 1411 ELEVATION "A" GARAGE LEFT • TI TLE • SIDES AND REAR ELEVATIONS ROOF PLAN DETAILS BUILDING SECTION • SHEET • 3A2. • mmmmm OF MATERIAL PER VATIONS WITH APPROVED )ERLAYMENT (REFER TO /ER SHEET) :-ENGINEERED ROOF JSSES AT 24" O.C. ZRICANE STRAP PER )F FRAMING PLAN gk BRG. HG M. DRIP EDGE FASCIA TED ALUM. SOFFIT ATH & EXT. FINISH IDOW FLASHING AS REQ'D WINDOW TRIM kDER TYPICALWINDOWAND SLIDING GLASS DOOR Z FLASHING DETAIL u^ BUILDING WRAP TO GO OVER FLASHING FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL WATERPROOF MEMBRANE WON I will I a , PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST 2X4'S @ 16" O.C. BRG EXT WALL FLASHING TO EXTEND 36" 7/16" O.S.B. SHEATHING EXTERIOR FINISH BUILDING WRAP BEYOND PER BUILDER FLASHING. PROVIDE FLASHING BOOT AT POSTS I CEMENT PLASTER STOP I WATERPROOF MEMBRANE WATERPROOF MEMBRANE 7/16" O.S.B. SHEATHING FLASHING. 1 I t 20" FLOOR TRUSS I I 2X8 TRIM BOARD I I I STUCCO "J" MOLD 7/16" O.S.B. SHEATHING .2X12 #2 SYP CONT LEDGER W/ AND UP WALL BY 6" ° ov SEE STRUCTURAL FOR (4) 1/4" X 4" LAG SCREWS CONNECTORS �.. r;'. TEXTURED CEMENT SPACED EVENLY @ 24 O.C. MAX 24 FLOOR TRUSS ( EA. FLOOR TRUSS) SEE STRUCTURAL PLASTER FINISH TYPICAL FLASHING AT PRECAST USP HTA20 STRAP 8'CMU BLOCK rrz EA. JOIST ��■.ru 15/32 O.S.B. SHEATHING BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z X w FLASHING UNDER S.G.D. AS 1 RUBBER MEMBRANE BEYOND SHOWN, PROVIDE 2" -1" BEAD OF CONST. ADHESIVE TO BE APPLIED I 1 CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR I 1 BETWEEN PAN FLASHING AND RETURN UP JAMB 6". USE I AND DECK FLASHING. LIQUID NAIL BRAND OR EQUAL f I EXTERIOR FINISH WATER PROOF CAULKING I I 1 PER BUILDER 1 6 LL 0 0 PROVIDE SELF ADHERED FLASHING W Cp LAPPING DOWN OVER RIM JOIST _o �rn AND UP WALL BY 6" WATERPROOF MEMBRANE WON I will I a , PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST 2X4'S @ 16" O.C. BRG EXT WALL FLASHING TO EXTEND 36" 7/16" O.S.B. SHEATHING EXTERIOR FINISH BUILDING WRAP BEYOND PER BUILDER FLASHING. PROVIDE FLASHING BOOT AT POSTS I CEMENT PLASTER STOP I WATERPROOF MEMBRANE WATERPROOF MEMBRANE 7/16" O.S.B. SHEATHING FLASHING. 1 I t 20" FLOOR TRUSS I I 2X8 TRIM BOARD I I I STUCCO "J" MOLD 7/16" O.S.B. SHEATHING .2X12 #2 SYP CONT LEDGER W/ AND UP WALL BY 6" ° ov SEE STRUCTURAL FOR (4) 1/4" X 4" LAG SCREWS CONNECTORS �.. r;'. TEXTURED CEMENT SPACED EVENLY @ 24 O.C. MAX 24 FLOOR TRUSS ( EA. FLOOR TRUSS) SEE STRUCTURAL PLASTER FINISH TYPICAL FLASHING AT PRECAST USP HTA20 STRAP 8'CMU BLOCK rrz EA. JOIST ��■.ru X w J too O J t' y co N ON0M 6 >;�m 66 6 LL 0 0 ca Cc J V 0 r� EE= W Cp _o �rn r ►_ � 6IN �h 0 �- p Zw�et ' JOB NUMBER ?.7002.249 ' CAD FILE NAME ' LOT 152 ISSUED 07-05-17 REVISED AND EXTERIOR SHEATHING TEXTURED: CEMENT PLASTER �nrririwr.rr�rr� FINISH TYPICAL DOOR FLASHING AT BALCONY TYPICAL FLASHING AT BALCONY TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING WALL /� / /� L L C O ERI N 1, INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH V V / y �/ G ' V FLASHING TO FORM WATER SHEDDING LAPSFgTy� FOLD UP WEATHER 20'14 FERC SECTION R703 EXTERIOR COVERING RESISTIVE BARRIER & 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE ALLOW FOR FLASHING INSTALLATION TEMPORARILY SECURE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER Res/sT STPLEEr EAST ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER !813 FLORIDA TEL '.`9 .13U0 TEL WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS • A .1800 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER MEAD FLASHING a 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 9R PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE ®•®•,��®®� WEATHER RESISTIVE ,, « •® ,. WITH SECTION R702.7 OF THE CODE. � BARRIER , ®�� _ ® UJ « `CD acp Q R703.2 WATER -RESISTIVE BARRIER r` ® `� ®® .. • ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL FREE FROM HOLES AND BREAKS COMPLYING WITH•° SEE DETLL AIL ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER ®'®� ®®•'°®'®'®� ( L B p,P E SHALL BE APPLIED OVER STUDS OR SHEATHING OF 2 FOR OPTIONS) .� ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER so THE LOWER A' e® T. Q: E LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS CLu THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND 4 eP 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. v :.:.:,.. O a z R703.8 FLASHING; FLASHINGAPPROVED CORROSION -RESISTANT FLASHING SHALL BE APP - `q, ,� LIED SHINGLE FASHION IN A MANNER TO PREVENT eb. ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING m FLASHING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITHAAMA 711. ALL EXTERIOR 0 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: 0 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: via■ 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS OR FOR APPLICATIONS NOT 0 FOLD UP WEATHER RESISTIVE ADDRESSED IN THE FENESTRATION MANUFACTURER'S ' MECHANICALLY FASTEN AS WEATHER BARRIER &TEMPORARILY SECURE IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S NECESSARY IN CORNERS RESISTIVE INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE THROUGH FLASHING BARRIER r 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 OPTION - A WEATHER EXTERIOR BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR ' RESISTIVE SHEATHING PROTECTION AT THE HEAD AND SIDES. BARRIER TAPE-71SILL PLATE 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. N WOODEN (ASSEMBLED 1 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. Ln WINDOW) FLASHING SIDING0 2 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, NVFMADMA 250„ NVOR FMA/AAMADMA 300 ... \\ SILL PLATE FLASHING 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONST >■. RUCTION WITH FRA ME OR STUCCO WALLS, WITH \�PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. SEE NOTE #2 / F S"91NG DO NOT FLASH 0 < r OVER BOTTOM 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. WALL SHEATHING -/ NAILING FLANGE HEAD FLASHING TIE-IN 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM, NOTES: INSTRUCTIONS: NOTES: ■rrarrwwr 1, FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 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) BARRIER ABOVE HEADER TO CONSTRUCTION. 1588 SILL PLATE 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW S INSTALLATION SILL PLATE 6. AT WALL AND ROOF. INTERSECTIONS. 3. INSTALL SILL FLASHING AS SHOWN ABOVE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS TLTLE « 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT WEATHER RESISTIVE BARRIER 7. AT BUILT-IN GUTTERS. FLASHING DETAILS 4. INSTALL FLASHING AND WEATHER RESISTIVE 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING 3, FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE - TYPICAL FLASHING DETAIL AT SILL PLATE TYPICAL WINDOW FLASHING DETAIL WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN I U OVER RIM JOIST AND UP WALL BY 6 IN. SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) r WEATHER RESISTIVE BARRIER MISS., WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER Av I I/ \ IC Ii N-LAL �_ v SELF -ADHERED FLASHING SELF -ADHERED FLASHING WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER EXTERIOR MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT--", EXTERIOR "' < EXTERIOR SHEATHING 3/4"A" BEAD OF CONSTR. SHEATHING INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED THRESHOLD OF DOOR AND RETURN FLASHING SEE FLASHING SELF -ADHERED FLASHING UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW REFER TO TECHNICAL .......... SEE DETAIL WPOI . ..... . . . . OR EQUAL WEATHER PROOF CAULKING () LETTER ON CHEMICAL SCORED COMPATIBILITY RELEASE PAPER SELF -ADHERED FLASHING SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE ........... EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE VERTICALLY FROM BOTTOM OF ADHESIVE AS SHOWN) THRESHOLD SECTION -A (SEE — DETAIL WP02) SELF -ADHERED FLASHING (D NAILING FLANGE SELF -ADHERED FLASHING .......... DO NOT FLASH OVER i SEAL TOPS OF JOISTS *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS BOTTOM NAILING UNDER DECKING FLANGE (SEE DETAIL WP07) INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER WALL SHEATHING ASPHALT SEALANT: j�� CONT. GALV. l" EXTEND MIN. OF 6"FLASHING PER TEXTURED, PAINTED OUTSIDE OF FLASHING MANUFACTURES EXTER, WALL FINISH ASPHALT BASED vj SPECIFICATIONS ROOF CRICKET: SEALANT APPLIED MIN: 3:12 SLOPE CRICKET AS (REQUIRED AT PLASTER STOP BEHIND FLASHING SPECIFIED VERTICAL WALL BEAUTY STRIP ROOF ALL LEVEL VALLEY AND EXTENDING A BY PLAN LOCATIONS) AT ENTRY SHINGLE OVER MINIMUM OF 6" ABOVE 6" FLASHING W/ TAR VERTICAL RISE OF FLASHING AT KNEEWALL CONT. GALV. "L" FLASHING PER DIVERTER MANUFACTURES FLASHING SEALANT Y/V SPECIFICATIONS OVER ROOF ROOF MATERIAL PER SHINGLES W/ TAR ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED DRIP EDGE FLASHING DETAILS UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS FASCIA COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. BEAUTY STRIP ROOF SHINGLE OVER FIGURE 1: FLASHING INSTALLATION zz—FLASHING W/ TAR FLASHING INSTALLATION CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER TEXTURED, PAINTED MANUFACTURES EXTERIOR WALL FINISHSPECIFICATIONS OVER ROOF SHINGLES W/ TAR A 11:11 1,.% il% I 1`""'HOLD EXTERIOR '.°.o' 1" A "N A A FINISH 2" ABOVE ROOF SHINGLE PER A Az% A;l% il.% Z% CONTRACT FLASHING vo& QEG METAL DRIP EDGE TO J_ BE UNDER CAULKING1/yl > 11/141 UNDERLAYMENT AT ROOF EAVES p v 001 w 0 V TYPICAL ROOF TO % eokv as 0 ,QO& WALL FLASHING DETAIL 00'r-1, Glj S�i lj RAKE METAL DRIP EDGE TO BE OVER 5 EAVES LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT —14 2 11 FIGURE 2: WALL FINISH CERTAINTEED WINTERGUARD GABLE ENDS 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 IS USED, OR ASPHALT SEALANT: TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE EXTEND MIN. 6" ABOVE USED. FLASHING DO NOT NAIL WITHIN 6" OF—, EMBED EACH SHINGLE 1N A 2" 6 TO 12" VALLEY CENTERLINE WIDE STRIP OF ASPHALT PER PLAN RAGING CEMENT. SPEC'S. 6" HIGH DIVERTER CUT 2" DIAGONALLY OFF FLASHING GALV.VFLASHING. UPPER CORNER OF TYPICAL. TRIMMED SHINGLE ROOFING FELT CUT SHINGLES 2" BACK FROM DRIP EDGE VALLEY CENTERLINE REMOVE FASCIA FIGURE 3: CORNER DETAIL FIGURE 4: VALLEY DETAIL 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W1 METAL LATH IN .......... ............ ..... ...... ACCORDANCE WITH ASTMCI 063 . . ........ BUILDING PAPER ............ ..... ..... 7/16"O.S.B. SHEATHING METAL ............. ... . . , . . ...... FLASHING .......... .............. 31/2" UNPERFORATED .............. FLANGE 7/8" WEEP SCREED MAINTAIN BOTTOM OF WEEP SCREED 11/2" TO 24 ABOVE ROOF SHEATHING CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR 0 CEMENT PLASTER OVER BLOCK 1ST FLOOR NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER - 7/16" O.S,B. SHEATHING - KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK -VULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDED IN SEALANT USING VULCUM CAULK FOR All 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED FLANGE 1/2" WEEP BLOCK SCREED INSTALL BOTTOM EDGE OF SLAB WEEP SCREED, 1" BELOW FINISH FLOOR OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND FLASHING DETAILS WATERPROOFING METHODS TO BE USED. 5HEATHING K ca TEXTURE U) too FN16H COAT -1 0 0 BROWN COAT c 6CRATCH COAT 0 SELF -FURRING .28 om smT R " LATH m - 6 > j cl co TWO LAYER$ WR5 6 L 8 iL WEEP 5CREED 00 :2 '0 r- TERMINATE 6ELF 0% 60 •E ADHESIVE FLASHING 0 AT LOWER N05E OF .po. C4 01 W i M110, 6 r% 0-20 Z _L0 SELF ADHE51VE FLASHING MALLA60NRY BLOCK �W WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN I U OVER RIM JOIST AND UP WALL BY 6 IN. SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) r WEATHER RESISTIVE BARRIER MISS., WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER Av I I/ \ IC Ii N-LAL �_ v SELF -ADHERED FLASHING SELF -ADHERED FLASHING WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER EXTERIOR MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT--", EXTERIOR "' < EXTERIOR SHEATHING 3/4"A" BEAD OF CONSTR. SHEATHING INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED THRESHOLD OF DOOR AND RETURN FLASHING SEE FLASHING SELF -ADHERED FLASHING UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW REFER TO TECHNICAL .......... SEE DETAIL WPOI . ..... . . . . OR EQUAL WEATHER PROOF CAULKING () LETTER ON CHEMICAL SCORED COMPATIBILITY RELEASE PAPER SELF -ADHERED FLASHING SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE ........... EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE VERTICALLY FROM BOTTOM OF ADHESIVE AS SHOWN) THRESHOLD SECTION -A (SEE — DETAIL WP02) SELF -ADHERED FLASHING (D NAILING FLANGE SELF -ADHERED FLASHING .......... DO NOT FLASH OVER i SEAL TOPS OF JOISTS *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS BOTTOM NAILING UNDER DECKING FLANGE (SEE DETAIL WP07) INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER WALL SHEATHING ASPHALT SEALANT: j�� CONT. GALV. l" EXTEND MIN. OF 6"FLASHING PER TEXTURED, PAINTED OUTSIDE OF FLASHING MANUFACTURES EXTER, WALL FINISH ASPHALT BASED vj SPECIFICATIONS ROOF CRICKET: SEALANT APPLIED MIN: 3:12 SLOPE CRICKET AS (REQUIRED AT PLASTER STOP BEHIND FLASHING SPECIFIED VERTICAL WALL BEAUTY STRIP ROOF ALL LEVEL VALLEY AND EXTENDING A BY PLAN LOCATIONS) AT ENTRY SHINGLE OVER MINIMUM OF 6" ABOVE 6" FLASHING W/ TAR VERTICAL RISE OF FLASHING AT KNEEWALL CONT. GALV. "L" FLASHING PER DIVERTER MANUFACTURES FLASHING SEALANT Y/V SPECIFICATIONS OVER ROOF ROOF MATERIAL PER SHINGLES W/ TAR ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED DRIP EDGE FLASHING DETAILS UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS FASCIA COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. BEAUTY STRIP ROOF SHINGLE OVER FIGURE 1: FLASHING INSTALLATION zz—FLASHING W/ TAR FLASHING INSTALLATION CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER TEXTURED, PAINTED MANUFACTURES EXTERIOR WALL FINISHSPECIFICATIONS OVER ROOF SHINGLES W/ TAR A 11:11 1,.% il% I 1`""'HOLD EXTERIOR '.°.o' 1" A "N A A FINISH 2" ABOVE ROOF SHINGLE PER A Az% A;l% il.% Z% CONTRACT FLASHING vo& QEG METAL DRIP EDGE TO J_ BE UNDER CAULKING1/yl > 11/141 UNDERLAYMENT AT ROOF EAVES p v 001 w 0 V TYPICAL ROOF TO % eokv as 0 ,QO& WALL FLASHING DETAIL 00'r-1, Glj S�i lj RAKE METAL DRIP EDGE TO BE OVER 5 EAVES LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT —14 2 11 FIGURE 2: WALL FINISH CERTAINTEED WINTERGUARD GABLE ENDS 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 IS USED, OR ASPHALT SEALANT: TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE EXTEND MIN. 6" ABOVE USED. FLASHING DO NOT NAIL WITHIN 6" OF—, EMBED EACH SHINGLE 1N A 2" 6 TO 12" VALLEY CENTERLINE WIDE STRIP OF ASPHALT PER PLAN RAGING CEMENT. SPEC'S. 6" HIGH DIVERTER CUT 2" DIAGONALLY OFF FLASHING GALV.VFLASHING. UPPER CORNER OF TYPICAL. TRIMMED SHINGLE ROOFING FELT CUT SHINGLES 2" BACK FROM DRIP EDGE VALLEY CENTERLINE REMOVE FASCIA FIGURE 3: CORNER DETAIL FIGURE 4: VALLEY DETAIL 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W1 METAL LATH IN .......... ............ ..... ...... ACCORDANCE WITH ASTMCI 063 . . ........ BUILDING PAPER ............ ..... ..... 7/16"O.S.B. SHEATHING METAL ............. ... . . , . . ...... FLASHING .......... .............. 31/2" UNPERFORATED .............. FLANGE 7/8" WEEP SCREED MAINTAIN BOTTOM OF WEEP SCREED 11/2" TO 24 ABOVE ROOF SHEATHING CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR 0 CEMENT PLASTER OVER BLOCK 1ST FLOOR NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER - 7/16" O.S,B. SHEATHING - KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK -VULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDED IN SEALANT USING VULCUM CAULK FOR All 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED FLANGE 1/2" WEEP BLOCK SCREED INSTALL BOTTOM EDGE OF SLAB WEEP SCREED, 1" BELOW FINISH FLOOR OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND FLASHING DETAILS WATERPROOFING METHODS TO BE USED. JOB NUMBER 27002.249. CAD FILE NAME LOT 152 ISSUED 07-05—F7 REVISED IS BEWS DESIGN GROVP 0 TE STREET" EAST nDMA 34677 .1300 7T=L sio. 1800 FAX DA. EWS 0411 1 aill., -rAk,WA Ir• e ve 'lul 00 Lu C= Jv CO az LL 0 ca 0 0 V) pmmq 0 L0 0 0 < 1588 K ca U) too -1 0 0 c 0 .28 om smT R " m - 6 > j cl co 6 L 8 iL 00 :2 '0 r- 0% 60 •E 0 .po. C4 01 W i 6 r% 0-20 Z _L0 JOB NUMBER 27002.249. CAD FILE NAME LOT 152 ISSUED 07-05—F7 REVISED IS BEWS DESIGN GROVP 0 TE STREET" EAST nDMA 34677 .1300 7T=L sio. 1800 FAX DA. EWS 0411 1 aill., -rAk,WA Ir• e ve 'lul 00 Lu C= Jv CO az LL 0 ca 0 0 V) pmmq 0 L0 0 0 < 1588 MAIN DISCONNECT ------ET I R COMBO - SQUAB 1) REFER TO FLOOR MAIN FOP, NOTED MAIN D16C. AMP5, REQUIRED UNDERGROUND 5ERVICE BY POWER COMPANY 4/0 ALU. CABLE A/C Di6c, Typ. $14 AND 12 COPPER TO IN61DE LIGHT6 AND OUTLET5 PANEL 10 COPPER T( ) WATER HEATER lb COPPER To RANGE $4 COPPER TO 5/8" GROUND ROD AL60 6ERVICE TO BE BONDED TO FOOTING 5TEEL i�, m 2 o", iwolliffll U iP !i NOTE: ELECTRICAL MATERIALS AND IN6TALLATION5 5HALL COMPLY W1 APPLICABLE PROV1610% OF THE NATIONAL ELEC, CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY, ELECTRICAL Kr -=—Y K)-- DUPLEX CONVENIENCE OUTLET + DUPLEX OUTLET ABOVE COUNTER 106. WEATHERPROOF DUPLEX OUTLET 10aF.l. GROUND FAULT INTERRUPTER DUPLEX OUTLET [Q, HALF -SWITCHED DUPLEX OUTLET 0 SPECIAL PURP06E OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH Q THREE-WAY SWITCH 14 FOUR-WAY 5WITCH ID DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INGANDE5CENT LIGHT FIXTURE RECE56ED INGANDE5CENT LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT L3�ED FLUORESCENT LIGHT FIXTURE EXHAUST PAN ,Q, EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) [c:H] CHIMES (OPTIONAL) PU5HBUTTON SWITCH (OPTIONAL) CARBON MONOXIDE DETECTOR sp SMOKE DETECTOR 5MM / CARBON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) TELEY161ON (OPTIONAL) (D THEW06TAT [[M ELECTRIC METER mm ELECTRIC PANEL D16CONNECT SWITCH SPEAKER (OPTIONAL) ROUGH -IN FOR OPT. CEILING PAN 1�lk /> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W1 ?K- \;> ROUGH -IN FOR OPT. CEILING FAN NOTES - 1. PROVIDE AND IN5TALL GROUND FAULT CIRCUIT- INTERRUPTER6 A6 INDICATED ON PLANS OR A6 ITEM N0.4 AND 5 BELOW INDICATES. 2. UNLE65 OTHFRWI6E INDICATED, IN5TALL 5WITCHE6 AND RECEPTACLF6 AT THE FOLLOWING HEIGHT5 ABOVE FINISHED FLOOR: 6WITCHE5 .... 4211 OUTLET$ ..... 14" TELEPHONE, 14" (UNLE65 ABV COUNTERTOP) TELEV16ION ... 14" 3. ALL SMOKE DETECTORS 6HALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND 6HALL 15F EQUIPPED WITH A MONITORED BATTERY BACKUP, PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTOR5. 4. ALL BA AND 20A RECEPTACLES IN SLEEPING ROOM FAMILY ROOMS, DINING ROOM5, LIVING ROOM5, PARLORS, LIBRARIES, DENS, 6UNROOM6, RECREATION ROOM5, CLO6ET6, HALLWAYS, AND 61MILAR AREA5 WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406,13 5. ALL 15A AND 20A 120V RECEPTACLE5 LOCATED IN THE GARAGE AND UTILITY ROOM5 6HALL BE PROTECTED 6. IT 15 THE RE5PON61BILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK 16 IN FULL COMPLIANCE WITH NRPA. 10, N.E.G. 2011, F.D.C.R. - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A F066IL-FUEL-BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE 6HALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR IN6TALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURP06E6. 5. ALAW6 6HALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING 15 6ERvEp FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS %IALL BE L16TED OR LABELED BY A NATIONALLY RECOGNIZED TE5TING LABORATORY. I LANAI /> ROUGH -IN FOR OPT, FLOOD \> FAN/LIGHT W.P. LIGHT I </ W.P. G.F.I. AIC D15CONN, F MASTER SUITE /> Pl)llGLl Ild FAMILY ROOM \ � � W.P.BA__7f_H_2 -, HoplZ01\ IL MAKE UP W.P. LIGHTS L I M. BxrH LIGHT AND W.P.7 W_P_ 6WITCH IN ATTIC METER W.P. 6F,I. FOR T.U.G. SERVICE 150 AMP ELEC. PANEL FOP, O,P-T, FAN/LIGHT BEDROOM 2 <\ ROUGHdN\ FOR OPT. FAN/LIGHT AT 46" H.B. li SOD SOD l ROUGH -IN FOP, OPT. FAN/LIOHT I GM KITCHEN )Q€ 10 BIP\KFST 0 F_ —1JC (VERIFY) PENDANT 3' 6" (VERIFY) LOCATION) Fall �� HORN.MAKE-UP OD LIGHTS SOD ROUGH -IN FOR OPT, </ \> rAN/LIGHT BEDROOM 3/ G.C. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED G.C. VERIFY LOCATION OF ADDITIONAL INTERIOR G.F.I. OUTLET G.F.I. AT 45" 41.- Q15C, PUSHBUTTON FOR GD. OPENER GARAGE Ak GRI'. PIXTURE`�� G.F.I. CLE. OUTLET FOR GD. OPENER -- — — -- — — — — — — — — — - G.C. VERIFY GARAGE DOOR OPENER W1 TRANSMITTER AND 10 KEY TOUCH PAD COACH LIGHT UTIL 221 VwI L -1 W.P. G.F.I. 0 PENDANT (VERIFY LOCATION) 1, ?ROUGH -IN FOR OPT, FAN/LIGHT COACH LIGHT FLOOD LIGHT I AT VENT HOOD To Enff—lopil OUTLET +14" x cu j 0 0 J E� o ,2000) 0 wm 2 (0 IOLL ICD 0 0 FL E > F cm "D 0 CID N 0 0 Z JOB NUMBER 21002.249 CAD FILE NAME LOT 152 ISSUED 07-05--17 REVISED GM G.F.I. AT 45" 41.- Q15C, PUSHBUTTON FOR GD. OPENER GARAGE Ak GRI'. PIXTURE`�� G.F.I. CLE. OUTLET FOR GD. OPENER -- — — -- — — — — — — — — — - G.C. VERIFY GARAGE DOOR OPENER W1 TRANSMITTER AND 10 KEY TOUCH PAD COACH LIGHT UTIL 221 VwI L -1 W.P. G.F.I. 0 PENDANT (VERIFY LOCATION) 1, ?ROUGH -IN FOR OPT, FAN/LIGHT COACH LIGHT FLOOD LIGHT I AT VENT HOOD To Enff—lopil OUTLET +14" x cu j 0 0 J E� o ,2000) 0 wm 2 (0 IOLL ICD 0 0 FL E > F cm "D 0 CID N 0 0 Z JOB NUMBER 21002.249 CAD FILE NAME LOT 152 ISSUED 07-05--17 REVISED Ctl 130 STATE STR-EET EAST OLDSMAR, FLORIDA 34677 813. 925.1300 TEL 813. 925.1800 )PAX WWWE)AVISBEWS.COM TAMPA - F:)E-NVER_ EST, 1994 ELECTRICAL PLAN 4 GARAGE LEFT ............. THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 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. 2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 40. 3. WELDED WIRE FABRIC SHALL CONFORM -10 ASTM A-185 FOR 6x6XW1.4XVV1.4 WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6".FIBERMIIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24"° LAP EXCLUDING BEND AT EACH END SHALL BE PROVIDED. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE CENTER TO UPPER 1/3 OF THE SLAB. BOLTS AND THREADED RODS 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MASONRY WALL. CONSTRUCTION 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (fm = 1900 PSI) 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". 4. COARSE GROUT SHALL_ CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR POSITIONERS IN MIDDLE OF WALL 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION. 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE CONSOLIDATION. WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, SAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS. 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES, TYP U.N.O. 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE. ACQ-C, ACO -D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS, DOR SODIUM( BORATE (SBX) DOES NOT. 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED. 9, UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 10. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS ENGINEERED LUMBER ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN VALUES AS FOLLOWS: COLUMNS BEAMS STUD E = 1,700,000 Ib/int U.N.O. E = 2,000,000 lb/in' U.N.O. E = 1,500,000 Ib/int U.N.O. Fb = 2650 Fb =3000 Fb =2200 Ft = 1650 Ft = 1700 Ft = 1500 Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 Fc = 450 Fc = 900 Fc = 450 Fv =285 Fv = 285 Fv = 150 WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. CEILING CONSTRUCTION 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS OTHERWISE SPECIFIED. 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. UNDER STAIR PROTECTION 1, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH (12.7MM) GYPSUM BOARD. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES 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 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATVONS OF THE PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES OF PRESSURE TREATED WOOD. PREFABRICATED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES, INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS AND STRUCTURAL (PLANS FOR MORE INFO. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES, MEMBER AND PLATE DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY TRUSS ENGINEER OF: RECORD 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF ANSI TPI 1. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS MANUFACTURER UNLESS NOTED ON PLANS 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY .TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. TRUSS DESIGN LOADS: TOP CHORD: Lr = 16 PSF Dt- = 7 PSF (SHINGLE TYPE ROOF COVER) DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) DL = 14 PSF (TRUSS OVERBUILD) BOTTOM CHORD: DL = 5 PSF MINIMUM FLOOR DESIGN LIVE LOADS: A) FLOORS =40 PSF B) BALCONIES =60 PSF / 100 PSF (IF BALCONY > 100 SQ FT) C) DECKS = 40 PSF D) STAIRS = 40 PSF E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. MINIMUM FLOOR DESIGN DEAD LOADS: A) FLOORS = 15 PSF B)BALCONIES = 15 PSF GENERAL LOADING: ATTIC WITHOUT STORAGE = 10 PSF ATTIC WITH LIMITED STORAGE = 20 PSF GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF GUARDRAILS IN -FILL COMPONENTS = 50 PSF GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS -ADDIT'L BRACING & BLOCKING PER SCSI -1 & TRUSS MANUFACTURER'S DWGS -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MINI 2x4 SYP #2 BLOCKING w/ (3) 12d TOENAILS EACH END. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS (MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND 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-B3 SECTIONS 1, 2 AND 3 FOR ADDITIONAL ROOF PLANE PERMANENnr BRACING REQUIREMENTS. -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-B3. ("T" BRACING MAY BE USED I.L.O. PEMIANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-133). -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4" O HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW M1ANU'S INSTRUCTIONS. ASSURE ALL DUST AND DE=BRIS FROM DRILLING ARE REMOVED FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAMI POUR, USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2. STRAPS/CONNECTOR SUBSTITUTION MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED, 3. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS, RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETS FOR ADDIT'L INFO.) 4. METAL STUD SUBSTITUTION WOOD STUDS MAYBE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT -1/2" ALL THREAD ROD w/ 2" x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH MIN. 7" EMBEDMENT. 1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED 11-0 ,112" J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON `"IITENS 6. MORTAR JOINTS -FOR BED JOINTS 11/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF, IN EA. CELL CONT. PER PLAN. **EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS '1st (2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED 'TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE ('1) #5 VERT. REINF. IN EA. CELL, CONT. PER PLAN. 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION( FROM +1/2"-1-1/8", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS. STRUCTURALSTEEL 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL (BOLTS CAST IN CONCRETE: ASTM( A36 OR ASTM( A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE �/16'° UNO. 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. DES"IGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE C RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +1-0.18 EFFECTIVE WIND WIND PRESSURE & SUCTION 'WIND (PSF) NVALUE DENOTES PRESSURE AREA (SCS IFT) () VALUE DENOTES SUCTION AREA 40 50 10 (+) 29.7 (+) 29.7 (-) 32.1 (-) 39.6 20 (+) 28.3 (+) 28.3 (-) 30.8 (-) 37.0 50 (+) 26.6 (+) 26.6 (-) 29.1 (-) 33.5 100 (+) 25.2 (+) 25.2 (-) 27.7 - 30.8 GARAGE DOORS 9'-0" x T-0" 16'-0" x T-0" (+)22.5 + (-) 27.7 (-) 23.8 WIND PRESSURE/ SUCTION DIAGRAM 5 dr'� 4 5 5 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 1.40 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION 8301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS " WALL LEGEND 11 11 11 11 11 11 11 11 11 A NOTE: SEE PAGE S4.1 FOR N OTES AND CONNECTOR LEGEND 0 = 9'-4" T.O.M. = 11'-0" T.O.M. = 12'-0" T.O.M. = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. n ROOF i I FRAMING PLAN' 1/4"=1'-0" zo Lu LU — 0 z O Lu O � O U � Z_ w O � J 00 LL Lu w O z O lLl M ci r ,1��®►aoacrr►�®®® W oo �� ®o Cs Y O °O®. Vb 1� cha -j z C-2 6,•®� <C $JD OLuw ®Z �V J Q° ® ®°¢ z _ ~ GS. w O ®® -yb ®®° o°°®G ,� o° 06.00°° t V �► a] LL W 2 2 v y ` O O © Q 0 T ��� M M,, t� Lu • Q © z = L) a O Z O 4 z U Q cn • O�Q�SG J O Ll x Q D I— U D z z Q Z ...rJ ^ W J n -, v J c D {.L. 7 o6 W OZwMpE U Q V Vc5J� J I— 0. M OR 0 L ,�,i�' 5 <C :ss z Z Z ~v�iwz E Z ¢ ZQ _ 'S � O.da, LL U Q w N Z O U 0 O O �W0 Z_ W i z J � o z 7 Q _ >- C4 r� 20)0 0'A UJ .^.. V+ r w O@ r 00 O Z M p -J Z — LL' .� CL r A STRUCTURAL ENG: DRAFTING: -STRUCT_-- DJ QC CHECK: CC JOB No. TM - 2171221 SCALE: _000_0 Y l AS INDICATED DATE: 07/26/17 S4 BEARING WOOD WALL SCHEDULE TAG-- STUD LUMBER CONNECTION & FASTENERS UPLIFT CAP. BLOCKING TOP - BOTTOM BEAM SPACING SPECIES (plf) TAG BW1 16" SPF (3)12d TOENAILS (3)12d TOENAILS NO UPLIFT MID -SPAN ATTACH KING STUD TO HEADER w/(8) 16d NAILS BW2 16" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN BW3 16" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 If p 1rd. PT. s BW4 12" SPF (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN BW5 12" SPF 1/211 THREADED ROD @ 48 O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN H10Aw/(18)10d x 1j' NAILS OR (2)ply TRUSS H10A-2 w/(18) 10d x 1 �" NAILS FRAME TO FRAME H10A 1015 H10A-21.070 H10A 1340 H10A-2 1245 1 U BW6 12" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. BW7 16"5YP m (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN BW8 16" SYP 1/2" THREADED ROD @ 48"" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 If p MID -SPAN BW9 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160If p 3rd. PT. BW10 12" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN B1N11 12" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 11/2"THREADED 1160 plf MID -SPAN BW12 1 12 SYP ROD @ 48 O.C. ADJUST AS REQ D TO MISS STUDS 1160 plf 1rd. PT. s 2490 2900 R H2.5A w/(10)8d FRAME TO FRAME 535 STANDARD BEARING WALL W/THREADED ROD NOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. (CAN BE SUBBED WITH OUT REVIEW) ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE W/ (3) 12d TOENAILS 3. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 4. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 5. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 12d TOENAILS. 6. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END. 7. %2" THREADED ROD w/ MIN 6" EMBED (OR 6" BELOW LOWEST SLAB ELEVATION AT STEP) w/ SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED Win TOP PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION OF ROD AT BASE. NUT AND 2"x2"x178" WASHER @ TOP. THREADED ROD TO BE PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE CONNECTIONS. 8. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDIT'L BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D IF BRG. WALL IS INDICATED WITH BW1, BW4, BW7, & BW10. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOENAILED/ ENDNAILED TO THE PLATE AND THE 2X BASE PLATE CAN BE ATTACHED WITH HARD CASED GUN NAILS & THE ANCHOR BOLT ATTACHMENT INDICATED IN BEARING WALL SCHEDULE IS NOT REQ'D. 9. AT SHEAR WALL LOCATIONS ONLY: NUT & WASHER @ BASE OF THREADED ROD ARE REQ'D. SEE PLAN FOR ADDIT'L SHEARWALL INFO. AND DETAILS. 10. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SD2 U.N.O. ON PLAN. 11. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD3 U.N.O. ON PLAN. 12, COLUMNS Win BEARING WALLS w/ UPLIFT THAT DO NOT SHOW A BASE CONNECTION: CONTRACTOR TO INSTALL THREADED ROD Win 6" OF COL. (MIN CENTER TO CENTER SPACING OF THREADED ROD IS 8") 13. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR FOR FURTHER REVIEW. 14. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX. ARE ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA. SIDE AND CRIPPLES AT 24"o.c. AT 2 -STORY OPEN AREAS INSTALL NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINST CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE LEAVE A 4" GAP FROM TRUSS TO TOP PLATE AND ATTACH USING EITHER (2)12d TOENAILS OR SIMPSON DTC CLIP. ATTACH BASE PLATE w/ EITHER GUN NAILS @32"o.c. OR (2)12d NAILS TO EACH FLOOR TRUSS. COLUMN SCHEDULE O(2)2X4 SPF #2 BUILT UP STUD COLUMN B (3)2X4 SPF #2 BUILT UP STUD COLUMN O C (4)2X4 SPF #2 BUILT UP STUD COLUMN <8>O (2)2X6 SPF #2 BUILT UP STUD COLUMN O(3)2X6 SPF #2 BUILT UP STUD COLUMN O(2)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X8 SPF #2 BUILT UP STUD COLUMN HO (3)2X4 SYP #2 BUILT UP STUD COLUMN JO (2)2X6 SYP #2 BUILT UP STUD COLUMN O(2)2X8 SYP #2 BUILT UP STUD COLUMN L 4x4 SYP #2 POST O O6x6 SYP #2 POST <8>, 8x8 SYP #2 POST O3-1/2"x3-1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER NOTES O3-1/2"4-1/4" ENGINEERED LUMBER COLUMN PER STRUCTUAL COVER NOTES. OR 3-1/2"x7" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER NOTES. OS 3-1/2"x9-1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER NOTES. O5-1/4"4-1/4" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER NOTES. V 5-1/4"x7" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER NOTES. O7"x7" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER NOTES. O3 1/2" X 11 7/8" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER NOTES. OZ 5 1/4" X 9 1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER NOTES. STANDARD COLUMN NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD4. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID POSTS. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS & I" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & J" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)e" EPDXY ANCHORS w/ MIN. 7" EMBEDMENT 4.POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. NAIL SCHEDULE STANDARD NAIL GENERAL DIAMETER/ LENGTH CONNECTOR SCHEDULE .131"x21" 10d .148" x 3„ 12d .148" x 34" BEAM SCHEDULE 8d RING SHANK .113" x 2t, TAG SIMPSON CONNECTOR TYPE VALUES SPF(Ib) VALUES SYP(lb) TAG BEAM SIZE CONNECTIONS ATTACH KING STUD TO HEADER w/(8) 16d NAILS H3.5x9.25 a META16 w/(7) 10dx13" NAILS OR META20 w/(7) 1Od x 1 "' NAILS FRAME TO CMU 1450 145Q H3x12 (3) 2x12 #2 SYP w/ z" FLITCH PLATE BETWEEN PLIES TO POST SIMP. HTS20 OR MSTA18 TO BEAM: SIMP. HUC48 w/(14)16d &(6)-10d NAILS HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE SEE PLAN FOR WALL WIDTH JACKS @ EA. END KINGS @ EA. END V-0" TO 3';,11, 1 1 B2x8 (2)2x8 #2 SYP WITH 1/2 FLITCH PLATE TO MASONRY: SIMP. HU48 OR HUC48 w/(6)10d NAILS & 14 x2 ( ) TAPCONS ON MASONRY: (1) SIMP. MSTAM24 R (2)META16 OR (2)META20 (1)ply TRUSS (10)10d x 13" NAILS (2)ply TRUSS (12) 16d x 11" NAILS FRAME TO CMU (1)ply 1985 (2)ply 1900 (1)ply 1985 (2)ply 1900 Q H10Aw/(18)10d x 1j' NAILS OR (2)ply TRUSS H10A-2 w/(18) 10d x 1 �" NAILS FRAME TO FRAME H10A 1015 H10A-21.070 H10A 1340 H10A-2 1245 WITH CABINETS AS SHOWN ON PLANS. U W B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. Z W 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS TO POST: SIMP. HTS20 OR LSTA18 �^+� z 0 OF ALL HARDWARE BEFORE INSTALLATION. m EDGES AND 6" IN FIELD, BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. Q 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT 0 TO BEAM: SIMP. HUC410 w/(18)16d & EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS OZ z DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. '4(" ( HTS20 w/(24)1 Od x 11' NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 1245 1450 W B2x10 (2)2x10 #2 SYP WITH 1/2" FLITCH (10) 1 O NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d i0 ABOVE THE GARAGE NAILS: \ V Lu Z O< o� o o PLATE NAILS & (18)4"x2a'' TAPCONS ON MASONRY: (1) SIMP. MSTAM24 Q (2)HTS20 w/(24)1 Od x 13" NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 2490 2900 R H2.5A w/(10)8d FRAME TO FRAME 535 600 HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & r UJ ^ (J F- O V Z B2xl2 #2 SYP WITH 1/2" FLITCH PLATE (10) 1 O NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x24" TAPCONS El MTS 12 w/(14)1Od x 11" NAILS(2)2x12 2 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 860 1000 MGT w/(22)10d $" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 7 EMBEDMENT FRAME TO CMU 3140 3140 U i-�.�. ON MASONRY: (2) SIMP. MSTAM24 BE IN ACCORDANCE WITH ASTM A 153. Q TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS HTT4 w/(18)16d x 2"' NAILS & e" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 7" EMBEDMENT FRAME TO CMU 3640 4235 B3.5xl l.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x24" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 R10 HGT-2 w/(16)10d NAILS w/j" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 5" EMBEDMENT FRAME TO CMU 6280 6280 ...�.� WITH (3) 10d TOENAILS. O 11 HTSM16 w/(8)10d NAILS & (4) 4"x 24"' TAPCONS FRAME TO CMU 1020 1175 TO POST: SIMP. HTS20 OR LSTA18 12 LSTA18 w/(14)1Od NAILS HEADER TO STUDS 1110 1235 TO BEAM: SIMP. HUC410 w/(18)16d' & (10) 10d NAILS B3.5xl1.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d 13 (2)LSTA18 w/(14)1 Od NAILS HEADER TO STUDS 2220 2470 NAILS &(18)4'x24" TAPCONS . ON MASONRY: (2) SIMP. MSTAM24 14 LSTA18 w/(14)1Od NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928plf TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & 15 LSTA24 w/(18)1Od NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 B3.5xl6 (2) 1.75"x16 LVL (10) 10d NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x2j" TAPCONS 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 ON MASONRY: (2) SIMP. MSTAM24 17 MSTC40 w/ (52)16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY (2) SIMP. MSTAM24 S 18 LTT20B w/(10) 1 Od NAILS & e" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 7 EMBED. COLUMN TO FTG. OR CMU 1290 1300 B5.25xl6 (3) 1.75"x16" LVL * U.N.O.FASTEN LVL PLIES TOGETHER USING (3) ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE 19 HTT4 w/(18) 16d x 2 "NAILS w/$' EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 7" EMBED. -AT LVL/PSL COLUMNS USE COLUMN TO FTG. 3640 4235 (18)#10x13" SD SCREWS INSTEAD OF NAILS TO POST: (2) SIMP. HTS20 OR LSTA18 20 ()HTS20 w/(24)1 Od x 13" NAILS (3 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 3735 4350 63.5x20 (2) 1.75"40" LVL ON MASONRY: (2) SIMP. MSTAM24 * U.N.O.FASTEN LVL PLIES TOGETHER USING (4) ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TAPCONS FRAME TO CMU 2420 2800 22 � SIMPSON HGUS 5.50/10 W/ (62) 16d NAILS 30IRDER TO COL./ BEAM 9100 4095 STANDARD BEAM NOTES 23 HUC210-2 HEADER TO CMU w/ (18) 1/4"4-3/4" SIMPSON TITENS & (10) 1 O NAILS FRAME TO CMU GRAVITY:5085 UPLIFT:1810 GRAVITY:5085 UPLIFT:1810 1. NAIL ALL (2) 2x SYP BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 12" O.C. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 24 HUS26 TO LEDGER W/(14)16d NAILS AND TO TRUSS W/(6)16d NAILS FRAME TO FRAME 1335 1550 2. NAIL ALL 2 -PLY LVL BEAMS (MAX. 12" DEEP) TOGETHER USING (3) ROWS OF 12d NAILS @ 6" 3. VERIFY w/PLAN O.C. (TYP. ONE SIDE) CORRECT LENGTH MIN 2" FROM TOP AND BOTTOM OF BEAM OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 25 HUSC210-2 W/(8)16d NAILS TO BEAM AND (8)16d NAILS TO COLUMN FRAME TO FRAME GRAVITY:2125 UPLIFT:3290 GRAVITY:2125 UPLIFT:3290 4. SEE PLAN FOR TOP OR BOTTOM OF BEAM, INDICATIONS. 26 LTT20B w/(10) 10d NAILS & t" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 7" EMBED. FRAME TO CMU 1290 1300 5 BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN NAIL SCHEDULE STANDARD NAIL GENERAL DIAMETER/ LENGTH 8d .131"x21" 10d .148" x 3„ 12d .148" x 34" 16d .162" x 31" 8d RING SHANK .113" x 2t, NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ: IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. wommmmmmi STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. META16 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ 24"o.c. OR 32"o.c.) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. META16, @ 32"O.c. MAX. AND (2) AT EACH CORNER. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2 -PLY U.N.O. ON PLAN 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. 4. CONNECT ALL INTERIOR FLOOR TRUSSESMOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED META16 STRAP LOCATION. IF DOUBLE META16 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER IREQ'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 #2 SYP HEADER PLIES TOGETHER USING: (2) ROWS OF 1 Od NAILS @12" O.C. ONE SIDE, MIN. 2" FROM TOP AND BOTTOM FOR 2X6 AND 2X8 HEADERS. (3) ROWS OF 1 Od NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X10 AND 2X12 HEADERS. NAILING ABOVE IS FOR TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE IN ADDITION TO NAILING PER HEADER SCHEDULE. 5, IF MORE THEN (1)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD3 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. APPROVAL FROM THE E.O.R. 6, SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/3" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) 16d NAILS H2x8 (2)2x8#2 SYP w/3" FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) 16d NAILS H2x10 2)2x10 #2 SYP w/3" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 16d NAILS H2x12 2)2x12 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUDIO HEADER w/(10) 16d NAILS H5.5xl 1.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 16d NAILS H3x12 (3) 2x12 #2 SYP w/ z" FLITCH PLATE BETWEEN PLIES ATTACH KING STUD TO HEADER w/(10) 16d NAILS HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE SEE PLAN FOR WALL WIDTH JACKS @ EA. END KINGS @ EA. END V-0" TO 3';,11, 1 1 4'-0" TO 7'-11" 2 2 8'-0" TO 9'-11" 2 3 10'-0" TO 12'-0" 3 4 ROOF NOTES: ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) CONNECTOR 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. W TI 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND w Q ELEVATIONS FOR BEARING HEIGHTS. U 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. U) CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. w -- 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS .- AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.G. W/ et t- SINGLE TOP AND P.T. BASE PLATE LEAVE 1 1/2" GAP FROM TOP PLATE TO TRUSS N BOTTOM CHORD. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2) z O 12d TOENAILS. O 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE ~ Z CONTINUOUS FROM FLOOR TO CEILING. 0 SPACED NO MORE THAN 24" O.C. UU)i 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING Z ADDITIONAL LOADS: w0 V A) ALL CEILING HUNG SOFFITS AND SOFFITS O V WITH CABINETS AS SHOWN ON PLANS. U W B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. Z W 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS H �^+� z 0 OF ALL HARDWARE BEFORE INSTALLATION. m EDGES AND 6" IN FIELD, BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. Q 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT 0 EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS OZ z DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. U - AU O W TH1S INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY W TRUSSES U- \w 10. USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS i0 ABOVE THE GARAGE NAILS: \ 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN \ PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. \ �®®®�rall'a�r®�®®®/® t a OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO�� ®i® d �r®oowoo®o ®�� ®®� *1w o CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP � ®o •o® DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW w ®�°®1�� _ z AND APPROVAL. AT THIS TIME THE E,O.R. RESERVES THE RIGHT TO REVISE THE 4 PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS H ' ;°w ® ..a =0 SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR OI ®U ®• `C w d TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS ¢ ;, �` , Q o® A Q NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF•®® O CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS I- ®®®� •o°°® ,J LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. ®///®a®a/rll PR® ®®®� 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE w ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND CL BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BEr l ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED 0OVV O 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 Z w0 o�� M THE CONTRACTOR OR A/C SUPPLIER. SEE TBO1/SD2 FOR MORE INFORMATION. Q O BUILDER NOTE: x fyf�`�3� IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE 0- Luz TRUSS MANUFACTURERS LAYOUT v v o ° ----STOP---- 0 o AND CALL THE ENGINEER OF RECORD PRIOR TO z PLACEMENT OF ANY TRUSSES o z 9 O O Q NAILING SCHEDULE: o! CL. ROOFS: u Z O n ID z_ 3: Q z >. NLM u i - G1 Zco0 _ p W00 0 J Uf 0 0000 r w co J Ljt=,Z LuU Ooh w� Q0= Q F F- U STRUCTURAL ENG: �[ DRAFTING: H z-STRUCT: DJ Lu 0 QC CHECK; CC cn Lu NOTES ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) CONNECTOR LEGEND 1/4"=11-011 JOB No, TM- 2171221 AATTEE:: INDICATED D DA/26/17 0 077 FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.G. AT ALL SUPPORTED EDGES AND 6" U O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 6" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF O SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE Z SPACED NO MORE THAN 24" O.C. UU)i GABLE ENDS: w0 V W ^ g ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. 0 W © o M E E AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6 O.C. ALL OTHER H �^+� z 0 06 z w J , < z EDGES AND 6" IN FIELD, BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. Q (.9 : LL rn V UO) OZ z Z P°°0 EXTERIOR WALLS: w O W -i coo z a� 8 SEE WF10/SD4 FOR MORE INFO, �,,� = p � O w "� Z ¢COzz E NAILS: _ 1- V Lu Z O< o� o o NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. J U 0 � d ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, U a( w HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE z r UJ ^ (J F- O V Z EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY `t J � W 0 TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL,O STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL U i-�.�. BE IN ACCORDANCE WITH ASTM A 153. Q 1-- O Lu APA SHEATHING NOTE: z W Z 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED a 2 PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END ui ...�.� WITH (3) 10d TOENAILS. O Z O n ID z_ 3: Q z >. NLM u i - G1 Zco0 _ p W00 0 J Uf 0 0000 r w co J Ljt=,Z LuU Ooh w� Q0= Q F F- U STRUCTURAL ENG: �[ DRAFTING: H z-STRUCT: DJ Lu 0 QC CHECK; CC cn Lu NOTES & CONNECTOR LEGEND 1/4"=11-011 JOB No, TM- 2171221 AATTEE:: INDICATED D DA/26/17 0 077 S401 PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE CONTRACTOR TO VERIFYAT CORNERS PRECAST "U METAL LATH OR WIRE SCREEN LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LINTEL MANUFACTURERS: THE GROUT IS LEVEL PROVIDE LINTEL W/ 3000 OVER COURSES NOT REQ'D APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE CASTE -CRETE, QUALITY, AND LOTTS Q w WITH TOP OF BLOCK FOR STANDARD #5 psi CONC. PER TO BE FILLED. (SHEET METAL PROPER TRUSS/ FLOOR HOOK BAR. LAP LINTEL PLAN. IF & PAPER FELT PROHIBITED) STANDARD LINTELS SYSTEM BEARING (MIN 3") OTHER BARB INTO REBAR IS TYPICAL TRUSS ANCHOR PER PLAN STANDARD LINTEL NOTES w 0 CLEAR OPENING 8„ UNFILLED 8F8-1 B / 8F8 -0B 8F16 -1B / 8F16 -0B 8F24-1 B / 8F24 -OB 8F32 -1B / 8F32 -OB p CORNER AS REQ'D INDICATED IN - PROVIDE SCREEN WHEN BLOCK BELOW 11-611 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 1 • AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. IS NOT REQUIRED TO BE FILLED LINTEL, #5 TO BE HOOK PER Lu HOOKED INTO OK P 2'-211 1783 3069 / 3069 611375163 8974 / 8054 10000 / 10000 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONTINUOUS THROUGHOUT INCLUDING ABOVE MASONRY — SIDE VERTICALS ' STANDARD 90 DEGREE HOOK 2'-811 1343 2693/2561 6113/3820 8974/5961 10000/8107 OPENINGS. U.N.O. ' .d4 < . . • a 4 3'-211 1217 2166/1969 6113/2931 8672/4576 10000/6224 3. ALL STANDARD LINTELS TO HAVE MIN. 4” BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. o ,•,� °' ° d *-. a TYP. BOND BEAM 8" x 8" x 16" K.O. 3'-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 8" BEARING EA. END "'"' .'° ,°"` _ Q. ° ° .. 4 ;` `"'"" "' ° h LINTEL BLOCK FILL w/ 3000 psi CONC. w/ 4'-0" 860 1651 / 1349 5365 / 1999 7342 / 3123 10000 / 4249 z ° • . ,a' d ' ° 4, LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN 0 (1) #5 DIA. REBAR 4 -6 710 1423/1105 4360/1631 6036/2649 8328/3470 ' ' • ° • INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT 0 A ' :. ..tea . ..... ' ° ' `�' ' ' I : d O 5'-2" 57O 1232 / 1232 3480125$0 8360 / 3586 8$25 / 4592 Lu U.ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. w O a d ° w W Z 6'-211 488 991/991 2661/2143 6681/2698 6472/3685 a ll . � W Q 71.011 416 752/699 1843/1625 3486/2602 6390/3302 5. (*) ANY LINTEL DEEPER THAN 32"' HAS BEEN VERIFIED TO WORK AS A MIN. 3211 FOR THE LOAD c CL z �, o 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS 0 BOTTOM STEEL IN LINTEL IF :� co w ° 9'-211 315 618/535 1533/1247 2781/1946 4754/2489 ADEQUATE FOR THE LOADS. 0 C) INDICATE SHOULD HOOK INTO 10'-0" 292 567/454 1366 / 1277 2423/1770 4006/2263 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN, DIMS (n Z ° VERTICAL CELLS PER MD08 0 ,'L: .a A. .a ' . 10'-811 277 492/352 1254/1132 2193/1567 3552 / 2003 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY z LJ.I IA 1 .� ° •.�, 111-211 255 471 /352 1075/1075 1838/1567 2883/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. a ROUGH OPENING PER PLAN — d 5 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 7_ LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL STD. 90 DEGREE ANGLE 3000 psi 121-811 0 369/261 1002/984 1697/1361 2630/1738 m i-- 4 ° CONC. w/ (1) #5 DIA. REBAR SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS Q I: �' 131-411 0 328/0 1234/0 1779/0 2662/0 w x c 141-0" 0 292/0 1160/0 1660/0 2439/0 8" x 8" x 16" CMU U.N.O. 16'-0 0 284/0 950/0 1379/0 1997/0 MATERIAL.? 18'-0" 0 211/0 750/0 1177/0 1676/0 B' INDICATES FILLED CELL FROM FTG. TO TIELU O a ' 18'-8" 0 142 / 0 598 / 0 1114 / 0 1468 / 0 1. f PRECAST LINTELS = 3500 PSI. H W 4 ° '� I• MD08 FOR LAP INFO. I 20'-O" 0 180/0 598 / 0 1024 / 0 1441 / 0 BEAM w/ (1) #5 BAR W/ 3080 psi CONC. SEE 2, fc PRESTRESSED LINTELS = 6000 psi. w g 20'-8" 0 145/0 550/0 981/0 1376/0 O d . PROVIDE CLEAN OUT OPENING GROUT 22'-$" 0 110 / 0 450 / 0 824 / 0 1147 / 0 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. CD a e FILLED CELL AND REBAR (TYP). MORTAR 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE NO -SHEAR WALL T OPENING TY AL SHEAR WA L SEGMENT RECESSED LINTELS -FILLED O . JOINTS SHOULD NOT BE CUT STRENGTH = 1900 PSI.. �mrmmmamr®�>� 4 4 CLEAR OPENING 8R6-1 B/$R6-OB 8R14-1B/8R14-OB 8R22-1 B/8R22-OB U) �e $e®di"` LLi M 2'-411 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW ®®® �7Ji `��� 4. GOOD® SEE FOUNDATION FOR FOOTING •• • P ° A ' 1 11 RELAXATION. 7/32 WIRE PER ASTM A510. 0r° P ®•• ®® LLl OD • ,,'• • 2 -g 1425/1425 3343/3280 4933/4933 �®®°• , G®® ®� 31-011 1230 / 1230 2769 / 2769 4085 / 4085 �+ G • ° . o 4- 31-4" 1081/920 2769/ 1716 4085/2839 LINTEL DESIGNATION SCHEDULE " P - CZj d' I. 4'-411 846/833 2121/1716 3127/2839A- - nU o �® ❑ ..a•YA ° •. I 51411 664/572 1761/1761 2595/2695 MARK LINTEL F =FILLED WITH GROUT / s°®,> \co ®° w Q '-4" 526 / 434 1539 / 1539 1329 / 2267 REQUIREMENTS U = UNFILLED R =RECESSED 6 G 7'-4" 480/322 1334 / 1334 1964/1552 QUANTITY OF #5 REBAR @ _ �� °°°•GGGG.o •°®®®s 5 ��� '-•i O 8'-4" 415/235 1152/1152 1694/1552 8RF6-1B/1T BOTTOM OF LINTEL CAVITY 8F16-1 B/1T 4DI6kTYPICAL MASONRY CONSTRUCTIONB 8F8-18/17 _ FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER O QUANTITY OF #5 REBAR AT TOP SCALE: 3J4" 11-4. 1) w = 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. O 8RF14-1 B/1T NOMINAL HEIGHT a. r l 8F16-1BI1T NOMINAL WIDTH 0 p O TYPE DESIGNATION ❑o E 8RF14-OB/1T Q 8F16-0B/1T 1-1/2" CLEAR x ULIJ ��'� cU 8F20 -113/1T _J ,.'�� • z° H z #5 REBAR AT TOP MIN. (1) REQ'D = aU o O 0 8F20-0B/1T v _J 0 �C ¢ C.M.U. Ll Z c� 0 8RF22-1B/1TQ GROUT U) 1 ti 4 E '6 Z #5 REBAR AT BOTTOM OF LINTEL z `J O 8F24-16/17 CAVITY U) Z SEE PLAN FOR TOP OF WALL AND LINTEL INFO O 8RF22-0B/1T 'I`-------�I` BOTTOM REINFORCING PROVIDED 8 O � Q :..:.,.;.:'•: '•'. • i EE •.•. : :: FOR �.:.:: •r', ,.':.•. ':.N '.. LINTEL .,.• .I•< .:...r., •:; :. 131-411 7-5/8" ACTUAL IN LINTEL (VARIES) � 8'" NOMINAL WIDTH �- m •" •" FILLED � 8RF -1B/1T .LINTEL PER PLAN D D U " •w .'I t. 4t...: •.•A, . �.y, 1 11' 1 II 1 11 ., ::'M`: 6-4 O -2 6-4 -`1 O 8F32-1B/1T 1-1/2" CLEAR ❑ '�a R•. Ln In f... • ...:.: i..:...' . TRANSOM OPENING .,.... ; ¢ w ❑ Z _ #5 REBAR AT TOP MIN. 1 REQ '.:• . x..:"' O O O F N O 8F32 -0B/1T V O 0 :. FRAME INFILL AROU OM ¢ z C.M.U. LL V WINDOW BY BUILDER �b SEE DOWEL PLAN FOR 0 8F38 -1B/1T 0 W o �r SEE WF01/SD1 FOR y .,: FILLED CELL INFO. L`6 p Z cn o v'.•;:.I / MORE INFO O O ir, ¢ ¢ z 8 '•' MIN. 1 IS REQ'D ON U 8F12 -1B/1T 06 w z J t EITHER SIDE U.N.O. Q BOTTOM REINFORCING PROVIDED U vi t- •- t O 8F40.06/1T '�`'�` O �..i Z U w c7 00 7-5/8" ACTUAL IN LINTEL (VARIES) � ^ 0 Lu Z N..f 8" NOMINAL WIDTH W Q. J c!1 � z E o ;••i' - Ow 8F8 -0B/1T _ _ ¢ p O . v E (2) 2X8 SYP#2 P.T. HEADER UNFILLED = �--I Z z a C z E x �. ;• TURNED SIDEWAYS.o 0.. :*::::::,: ;r;• ATTACH TO MASONRY SAFE LOAD TABLE NOTES w IF N ►- WALL W/ SIMPSON HU28-2 z I- L4 U f U ' Q W N Q DOOR OR WINDOW OPENING "' HANGER EA. END. W/ 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING, EXCEPTION: SAFE LOADS FOR UNFILLED W L Z O '�' rl @ 11 �? F LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL ❑ `"`� O MAX. OPENING 4 FT ,. , (14) 1/4 x 2-3/4 TAPCONS O F- ° TO MASONRY & (6) 10d `V RECESSED LINTELS BASED ON 4" NOMINAL BEARING. p �.• NAILS TO HEADERN F P, 2.0 = NOT RATED. Q W ro O O� 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. z LLJ 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR a _ 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING w ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. O 0. 4�D�OLINTEL W/ TRANSOM DETAILF - 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY, 2 SCALE: 3/4 . THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY - �� co - 1 -o O 7 CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF z OSUPPORT. Q 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) 9, ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. Z 0 GRADE 40 GRADE 60 Q BAR SIZE BEND O LENGTH LAP SPLICE BEND 0 LENGTHLAP SPLICE LO 1 it 01 11 11 11 11 11 11 11 A 1 1 IB1 11 11, 14 1 '1A B C D C D N F Q m H 1 1 #3 17/8 41/4 7 15 21/4 41/4 9/4 8 ih O #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 ~ Z Lu 0 LU r_I 3 1 /8 / 7 11 3/4 25 3 3/4 7 15 1 /2 30 � #5 � """ W N LI. y O O 81/16 14 30 41/2 81/16 181/2 36 MIN. 3 5 1/4 9 13/16 21 3/4 42 0 0 000 0 #7 43/8 9 13/16 16 1/2 5 z T X-8" (� Z o V O W� O D Lu �- 00 0 -- O w -1)Q _ .: /n\ I� ♦ A. U . I' ri j' .: '• •• � gr_gll #4 = 2 Y2" (DMIN. A .' 4 STRUCTURAL ENG: *** d #6 = 3" 4 v a DRAFTING: d ° % • tt P4.tt p, .011 LLJ -STRUCT: DJ ° " 8 .e 141-0" 0 292/0 1160/0 1660/0 2439/0 8" x 8" x 16" CMU U.N.O. 16'-0 0 284/0 950/0 1379/0 1997/0 MATERIAL.? 18'-0" 0 211/0 750/0 1177/0 1676/0 B' INDICATES FILLED CELL FROM FTG. TO TIELU O a ' 18'-8" 0 142 / 0 598 / 0 1114 / 0 1468 / 0 1. f PRECAST LINTELS = 3500 PSI. H W 4 ° '� I• MD08 FOR LAP INFO. I 20'-O" 0 180/0 598 / 0 1024 / 0 1441 / 0 BEAM w/ (1) #5 BAR W/ 3080 psi CONC. SEE 2, fc PRESTRESSED LINTELS = 6000 psi. w g 20'-8" 0 145/0 550/0 981/0 1376/0 O d . PROVIDE CLEAN OUT OPENING GROUT 22'-$" 0 110 / 0 450 / 0 824 / 0 1147 / 0 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. CD a e FILLED CELL AND REBAR (TYP). MORTAR 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE NO -SHEAR WALL T OPENING TY AL SHEAR WA L SEGMENT RECESSED LINTELS -FILLED O . JOINTS SHOULD NOT BE CUT STRENGTH = 1900 PSI.. �mrmmmamr®�>� 4 4 CLEAR OPENING 8R6-1 B/$R6-OB 8R14-1B/8R14-OB 8R22-1 B/8R22-OB U) �e $e®di"` LLi M 2'-411 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW ®®® �7Ji `��� 4. GOOD® SEE FOUNDATION FOR FOOTING •• • P ° A ' 1 11 RELAXATION. 7/32 WIRE PER ASTM A510. 0r° P ®•• ®® LLl OD • ,,'• • 2 -g 1425/1425 3343/3280 4933/4933 �®®°• , G®® ®� 31-011 1230 / 1230 2769 / 2769 4085 / 4085 �+ G • ° . o 4- 31-4" 1081/920 2769/ 1716 4085/2839 LINTEL DESIGNATION SCHEDULE " P - CZj d' I. 4'-411 846/833 2121/1716 3127/2839A- - nU o �® ❑ ..a•YA ° •. I 51411 664/572 1761/1761 2595/2695 MARK LINTEL F =FILLED WITH GROUT / s°®,> \co ®° w Q '-4" 526 / 434 1539 / 1539 1329 / 2267 REQUIREMENTS U = UNFILLED R =RECESSED 6 G 7'-4" 480/322 1334 / 1334 1964/1552 QUANTITY OF #5 REBAR @ _ �� °°°•GGGG.o •°®®®s 5 ��� '-•i O 8'-4" 415/235 1152/1152 1694/1552 8RF6-1B/1T BOTTOM OF LINTEL CAVITY 8F16-1 B/1T 4DI6kTYPICAL MASONRY CONSTRUCTIONB 8F8-18/17 _ FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER O QUANTITY OF #5 REBAR AT TOP SCALE: 3J4" 11-4. 1) w = 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. O 8RF14-1 B/1T NOMINAL HEIGHT a. r l 8F16-1BI1T NOMINAL WIDTH 0 p O TYPE DESIGNATION ❑o E 8RF14-OB/1T Q 8F16-0B/1T 1-1/2" CLEAR x ULIJ ��'� cU 8F20 -113/1T _J ,.'�� • z° H z #5 REBAR AT TOP MIN. (1) REQ'D = aU o O 0 8F20-0B/1T v _J 0 �C ¢ C.M.U. Ll Z c� 0 8RF22-1B/1TQ GROUT U) 1 ti 4 E '6 Z #5 REBAR AT BOTTOM OF LINTEL z `J O 8F24-16/17 CAVITY U) Z SEE PLAN FOR TOP OF WALL AND LINTEL INFO O 8RF22-0B/1T 'I`-------�I` BOTTOM REINFORCING PROVIDED 8 O � Q :..:.,.;.:'•: '•'. • i EE •.•. : :: FOR �.:.:: •r', ,.':.•. ':.N '.. LINTEL .,.• .I•< .:...r., •:; :. 131-411 7-5/8" ACTUAL IN LINTEL (VARIES) � 8'" NOMINAL WIDTH �- m •" •" FILLED � 8RF -1B/1T .LINTEL PER PLAN D D U " •w .'I t. 4t...: •.•A, . �.y, 1 11' 1 II 1 11 ., ::'M`: 6-4 O -2 6-4 -`1 O 8F32-1B/1T 1-1/2" CLEAR ❑ '�a R•. Ln In f... • ...:.: i..:...' . TRANSOM OPENING .,.... ; ¢ w ❑ Z _ #5 REBAR AT TOP MIN. 1 REQ '.:• . x..:"' O O O F N O 8F32 -0B/1T V O 0 :. FRAME INFILL AROU OM ¢ z C.M.U. LL V WINDOW BY BUILDER �b SEE DOWEL PLAN FOR 0 8F38 -1B/1T 0 W o �r SEE WF01/SD1 FOR y .,: FILLED CELL INFO. L`6 p Z cn o v'.•;:.I / MORE INFO O O ir, ¢ ¢ z 8 '•' MIN. 1 IS REQ'D ON U 8F12 -1B/1T 06 w z J t EITHER SIDE U.N.O. Q BOTTOM REINFORCING PROVIDED U vi t- •- t O 8F40.06/1T '�`'�` O �..i Z U w c7 00 7-5/8" ACTUAL IN LINTEL (VARIES) � ^ 0 Lu Z N..f 8" NOMINAL WIDTH W Q. J c!1 � z E o ;••i' - Ow 8F8 -0B/1T _ _ ¢ p O . v E (2) 2X8 SYP#2 P.T. HEADER UNFILLED = �--I Z z a C z E x �. ;• TURNED SIDEWAYS.o 0.. :*::::::,: ;r;• ATTACH TO MASONRY SAFE LOAD TABLE NOTES w IF N ►- WALL W/ SIMPSON HU28-2 z I- L4 U f U ' Q W N Q DOOR OR WINDOW OPENING "' HANGER EA. END. W/ 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING, EXCEPTION: SAFE LOADS FOR UNFILLED W L Z O '�' rl @ 11 �? F LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL ❑ `"`� O MAX. OPENING 4 FT ,. , (14) 1/4 x 2-3/4 TAPCONS O F- ° TO MASONRY & (6) 10d `V RECESSED LINTELS BASED ON 4" NOMINAL BEARING. p �.• NAILS TO HEADERN F P, 2.0 = NOT RATED. Q W ro O O� 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. z LLJ 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR a _ 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING w ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. O 0. 4�D�OLINTEL W/ TRANSOM DETAILF - 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY, 2 SCALE: 3/4 . THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY - �� co - 1 -o O 7 CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF z OSUPPORT. Q 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) 9, ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. Z 0 GRADE 40 GRADE 60 Q BAR SIZE BEND O LENGTH LAP SPLICE BEND 0 LENGTHLAP SPLICE LO 1 it 01 11 11 11 11 11 11 11 A 1 1 IB1 11 11, 14 1 '1A B C D C D N F Q m H 1 1 #3 17/8 41/4 7 15 21/4 41/4 9/4 8 ih O #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 ~ Z Lu 0 LU r_I 3 1 /8 / 7 11 3/4 25 3 3/4 7 15 1 /2 30 � #5 � """ W N LI. y O O 81/16 14 30 41/2 81/16 181/2 36 MIN. 3 5 1/4 9 13/16 21 3/4 42 0 0 000 0 #7 43/8 9 13/16 16 1/2 5 z T X-8" (� Z o V O W� O D Lu �- 00 0 -- O w -1)Q _ .: /n\ I� ♦ A. U -� •• " a a ••� • • '• •• � gr_gll #4 = 2 Y2" (DMIN. i- .' STRUCTURAL ENG: *** #6 = 3" ¢ DRAFTING: ° % • tt P4.tt p, .011 LLJ -STRUCT: DJ ° " 8 .e ❑ n • ' a llp"� QC CHECK: CC JOB No. TM - 2171221 e . ° •'• °. LL! = SCALE: AS INDICATED LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 1m30° HOCK ~ LINTEL PLAN DATE: 07/26/17 4 DO REBAR SPLICE DETAILKz:�' / -Ori 1/8 " = 11 -010S5 SCALE: 3/4" V-0" - _ (1) #6 FROM FTG. TO ---- (1) #5 FROM FTG. TO TIE BEAM SPLICE TO TIE BEAM SPLICE TO BE MIN. 25" GROUT �� BE MIN. 25" GROUT "- CELL SOLID CELL SOLID MASONRY WALL MASONRY WALL � SEE PLAN ' SEE PLAN CONCRETE SLAB PER CONCRETE SLAB PER A'.1 FOUNDATION PLAN " �P FOUNDATION PLAN VARIES:. d .: SEE PLAN A. a " �' W Im < . d' • : ll_III=LII;1w> «� I I1__I II III _ I Ijj GRADE G1�IRIA►DE z w °° ° _ 0:z wO C4O add>°0W¢ — o I I a III 1I>°Q III1=1I1= I III=III= (2) #5 BARS CONT. � I I (2) #5 BARS CONT. CLEAN COMPACTED W/ 3" COVER TYP. —1 ' ' W/ 3" COVER TYP. + o 3" COVER - CLEAN COMPACTED 3 f;'OV�R FILL 95 /o STANDARD FILL @ 95% STANDARD 8" 1'-4" DENSITY DENSITY 70, WHERE 2ND STORY OCCURS, FTG 'INHERE 2ND STORY OCCURS, FTG SHALL BE 1'-4" WIDE w/(3) #5 BARS SHALL BE 1'-4" WIDE w/(3) #5 BARS AFO TYPICAL EXTERIOR FOOTING 4FO TYPICAL GARAGE CURB FOOTING 3/4"=1'-0" 3/411=1'-011 OPT. MASONRY CURB @ ELEV. 0'4" w/ (1) #5 CONT. BAR SLOPED GROUT TO DRAIN OPTIONAL CURB BY BUILDER Z CONC. SLAB PER 8"x1211 THICKENED 11 g CONC. SLAB PER FOUNDATION PLAN SLAB w/ (1) #5 CONT. I dd �' ° a FOUNDATION PLAN w/ 3" COVER TYP. ° FOUNDATION PLAN TIE BEAM MIN. 25" 811 p. �d .' .: i : #5 CONT. PER MFG SPLICE GROUT CELL w ° REINFORCEMENT SEE SOLID PER PLANS CL �: d ° d 0 1 ° d . • ' . A d. FOUNDATION PLAN GRADE x ° : ,'0a, ' 6 uj ° I- ° °•1 �'.p. r FOR QUANTITY �. °� o q" ' +�. d ' . '•ONO w wr :rri. W r =I I c� a ° • .d, d '•d THRESHOLD PER MFG ,d �n -*1. z ° •f. °. (A .� r .�.°.... • , #5 x 2511 x 25" CORNER d d •. 4 ° d 'd° . _ _ -III—III I I I I I ° . ° ° d • r a "° a X¢ dI < BAR, ONE FOR EA. d •' _ -I I I—III— •'d° a a. p , ° . a .�.. W. — III—I 11= I� ; d : , d 4•• 4 CONC. SLAB PER _ — I I L III _—I 111,: IT_I=1T I I I„ —I ° HORIZONTAL w d —1 I I—III 11 III-- 8 8 — - °, 1 I I a�--r- e - 8 4 — I I I-�-) �•- — n d . d. ° ,° ... ; . _ — REBAR, TYP. U.N.O. FOUNDATION PLAN III—III I—I I I- _� h W.•.. — ° —I I—� I ° d . a ° d °.d.°� _ --I 1 I—III— .. _ wiw �0I I —1 q ' ." q.• I I-=11 I--III—III W d _ �. �. mm _�' _ M I III—I I III—I �. ...vim. ` d• �.I I. a .p° d:4' i..r,� ..II rib �, — ° .. : ' : ' (2) #5 BARS CONT. I =1 I I=1 I I—III III— "' SLOPE W/ 3" COVER TYP.; @ 1'-4" d> I-1 i—_1-411 SI -1 I I I— (�) #5 CONT. w/ 3 _ " ` :<' a, -■ 2 -STORY CONDITION o (2) #5 CONT. w/ 3'l I =-1 I -- 16"MIN. — I III: COVER TYP. PER MFG (3) #5 BARS w/ 20" (2) #5 BARS CONT. SLOPE EXT. SURFACE h COVER TYP. I —1 I I—III—III—) I i—i (2) #5 BENT BARS w/ " WIDE FOOTING W/ 3" COVER TYP'. CLEAN COMPACTED MIN. 25" LAP SPLICE FO GRADE 1/4 PER CLEAN COMPACTED FILL @ 95% STANDARD BUILDINGOAY FROM FILL @ 95% STANDARD WHERE 2ND STORY OCCURS, FTG DENSITY SHALL BE 1'-4" WIDE w/(3) #5 BARS DENSITY ELASTOMERIC JOINT FILLER FO FOOTING @SHOWER AT MASONRY AFO THICKENED EDGE FO TYPICAL STEP FOOTING DETAIL F1 TYPICAL CORNER BAR DETAIL (TOP VIEW) AF11�EXTERIOR DOOR POURED SILL F1 FOOTING AT INTERIOR BEARING WITH CMU 3/4"=1'-0" 3/4"=1'-0" 3/4"=10-011 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-011 #5 DOWEL W/ MIN. 6" FILLED CELL PER PLAN WOOD POST PER PLAN --- EMBED. INTO MAIN FOR SIZE AND BASE FOOTING W SIMPSON. 3/4 CONNECTION EPDXY 12" O.C. GARAGE �`� TOP COURSE TO BE CONCRETE STAIRS AS CHAIR BLOCKS.REQ'D PER GRADE W/ _ — J ENTIRE BASE TO BE CONC. SLAB PER 1-1/2" CLEAR CONC. SLAB PER 1-112" MIN (1) #5 BAR @ TOP VIEW A CORNER SEE ETION FOUNDATION PLAN — FILLED SOLID FOUNDATION PLAN CLEAR NOSING ELVA CMU BASE w/ 1 #5d 4° , •.• . ,.,' w' ;. SEE VERTICAL @ EACH GARAGE WALL _ : `,. _ ° ' dt.. �• .. - .' ;', :; . d{ CORNER. SEE FLR. _ _ _ _ PLAN - •' ,`• — -I � i—III -'III '.. q. .... o BEYOND —'—� i I-1 I I= �.. M �.. - CONC. SLAB PER PLAN FOR BASE SIZE ° 'a ' r: : , ' ; :�� Z (2) #5 DIA. BARS @TOP ' ° ,..'. , Z9 (2) #5 DIA. BARS @ TOIP T ;.: •; d ,.., z co co FOUNDATION DRIVEWAY BY �° d' ° O d ,Y — A. •.. a w z �¢ WHEN MONO DEPTH --III ° WHEN MONO DEPTH •i-' PLAN I I O ; • .. cn °' a: ¢ EXCEEDS 26 IF 1- EXCEEDS 26" IF BUILDER- SONCRETE �, . d > 11 ' -I I II a (I 1=1 ° °. ° 20 SEE FOUNDATION FOR OR PAVERS (---I I I a° ° DEPTH <26"THESE II �. ..�°.. 3/4" PAD SIZE d .a a ., • d DEPTH < 26 THESE i — �. , ' a w BARS ARE NOT REQ'D TI I BARS ARE NOT REQ D �*■ �•■� �■d..�■* d CONC. SLAB OR d > w #3 STIRRUPS @ 48 '.. d ' - °'I GRADE — d, GRA E 11 _,—I.1.I • #3 STIRRUPS @ 48" d • ' c , PAVERS PER PLAN as A ,d. U d ' �I ° d' —� ad,' °d a a : L I _ O.C. WHEN MONO TI 11= I °• : 'd I I—I I z O.C. WHEN MONO I I =I 4 < ! n I I=1 1=1 IT _bo _ DEPTH EXCEEDS 26", DEPTH EXCEEDS 26 , -"'III d I' °:.,' ' a.., �• °s�.•. .p.a F I IF DEPTH c 26" THESE '— ,d�Llli....... �.•■J;•, �I I N IF DEPTH < 26" THESE I'•c!Lil..�.. iF�•: J;;. CN 20"x8" I --- — =I I -_ CLEAN COMPACTED THICKENED III=1 I I=1 I I I III= I' FILL @ 95% STANDARD _ �; e 1 a. a = BARS ARE NOT REQ'D II I I I , • ' IIII I' `- BARS ARE NOT REQ'D TI �. i I 1-1 I I=I I DENSITY I I '- —ILI I I CLEAN COMPACTED EDGE W/ (2) #5 — I ° d � • °,'�. � :�I .,."�•• —I I (— 1I— I— d 2 #5 BARS CONT. W/ I— CLEAN COMPACTED 2) #5 BARS CONT. W/ , ; , , 1 , CONTINUOUS 11-811 3 COVER TYP. CLEAN COMPACTED d. °• ' . ," _ O 11 4" 95% ST " o ; __ __ "T �1 3" COVER TYP. - FILL @ STANDARD 3 COVER TYP. 11.411 FILL @ 95% STANDARD FILL @ 95 /o STANDAR© I I DENSITY DENSITY' DENSITY F1 THICKENED EDGE @GARAGE DOOR AFII�FOOTING @ENTRY MASONRY COLUMN F2 DEEP MONOLITHIC FOOTING AF2 DEEP MONOLITHIC FOOTING W/STAIR 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-011 TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE CENTERED AT PIPE PENETRATION °'. d 811 CMU - TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE d CONC. SLAB PER FINISH PER ELEV. CENTERED AT PIPE I 1=II=1 VIII -1 I I FOUNDATION PLAN 8 C.M.U. FINISH PER PENETRATION FINISH FLOOR ELEV.�- FINISH FLOOR co ._) IT 'd d.a' a Q PENETRATING — — PIPE PENETRATING PIPE 1`-) I=1 I I—III-III=1 I I=1—I 1= _ — GRADE FDN. _ ° SEE , LOOP TIE (TYP.) — •• . I_z PIPE PERPENDICULAR TO FND PVC SLEEVE MIN. I I 1-1 I MI I— FOOTING PER PLAN �.' , I I=III=1Li I=1 I--:1 I I=1 I I II � DIAMETER TO BE 2 I- =1 I L=1 I 1=1 I I- Till=1 L 1 III III- =1 I M. I PIPE SIZES LARGER CLEAN COMPACTED FOOTING PER PLAN I 1-1_-- I--1 THAN THE FILL @ 95% STANDARD I i SEE FDN PLAN PENETRATING PIPE (SIDE VIEW) DENSITY II 11— FOR SIZE IIIi= FRONT VIEW PVC SLEEVE =I) _ & REINI PIPE VERTICAL THRU FDN 4F14),TYPICAL FOUNDATION PENETRATIONS ' 3/4"=1'41 NOT USED IF BRG. WALL ABOVE-� HOLD BRG WALL BACK 2x BRG WALL PER 2x BRG WALL PER 1/2" J -BOLT W/ MIN. 6" Z Lu SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING PAST DEEPEST STEP FLUSH w/ FOUNDATION WALL SCHEDULE WALL SCHEDULE REQ'D BELOW w- CONC. SLAB PER (1) #5 CONT: w/ 1-1/2" MIN 4" CONC. SLAB PER FOUNDATION PLAN > COVER TYP. 1-1/2" COVER TYP. FOUNDATION PLAN 21/411 CONC. SLAB PER z CONCRETE SLAB PER rt w w 01 FOUNDATION PLAN FOUNDATION PLAN Z w � � z 0 2x PT SILL PLATE 2x P.T. SILL PLATE a- o_ a a Z O Iwa o� v! d°d; '..p'. e ° da' 'A :•'°''4�'' . :�11+ ••d ,•.,A� A. .�., ., A e7 °•d - �O � —III—III ; I 4- u� — .00 III—III I —) I I I I-1 I,, I I;_. III—I —' a _III I III I I—I — I I I=III III I—III_I III- (2)#6 BARS CONT. w/3" I—III III I I_ 81, 1611 COVER TYP.; AT 8" 811 811 O U p CLEAN COMPACTED 2 -STORY COND. (3) #5 CLEAN COMPACTED CLEAN COMPACTED FILL 95% STANDARD C� U (2) #5 BARS CONT, w/ 3" COVER TYP.; AT 6" 811 8" FILL @ 95% STANDARD BARS REQ'D & FTG TO BE 20 WIDE FILL @ 95% STANDARD DENSITY (2) #5 BARS CONT. w/ 311 `'' 2 -STORY GOND. (3) #5 DENSITY Q DENSITY COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO J 2 -STORY COND. (3) #5 FILL @ 95% STANDARD BE 20" WIDE BARS REQ'D & FTG TO DENSITY BE 20" WIDE NON-BEARING SLAB STEP DOWN FO DOUBLE STEP FOOTING FO BEARING SLAB STEP DOWN AFOkFOOTING AT INTERIOR BEARING 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-011 VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS w U w MASONRY WALL ®` 11111111 uj M ®i® A d° . d ; � . ® 0,® 000• ® L op 00 k M SEE PLAN MIN. 24" BEFORE.. • °�..� ,, 7q,•' u- m ®111111111 W I ANOTHER STEP V a ` <' <'. O U p SLOPE CONC. SLAB PER (1) #5 FROM FTG. TO 11 g CONC. SLAB PER FOUNDATION PLAN SLAB w/ (1) #5 CONT. I dd �' ° a FOUNDATION PLAN w/ 3" COVER TYP. ° FOUNDATION PLAN TIE BEAM MIN. 25" 811 p. �d .' .: i : #5 CONT. PER MFG SPLICE GROUT CELL w ° REINFORCEMENT SEE SOLID PER PLANS CL �: d ° d 0 1 ° d . • ' . A d. FOUNDATION PLAN GRADE x ° : ,'0a, ' 6 uj ° I- ° °•1 �'.p. r FOR QUANTITY �. °� o q" ' +�. d ' . '•ONO w wr :rri. W r =I I c� a ° • .d, d '•d THRESHOLD PER MFG ,d �n -*1. z ° •f. °. (A .� r .�.°.... • , #5 x 2511 x 25" CORNER d d •. 4 ° d 'd° . _ _ -III—III I I I I I ° . ° ° d • r a "° a X¢ dI < BAR, ONE FOR EA. d •' _ -I I I—III— •'d° a a. p , ° . a .�.. W. — III—I 11= I� ; d : , d 4•• 4 CONC. SLAB PER _ — I I L III _—I 111,: IT_I=1T I I I„ —I ° HORIZONTAL w d —1 I I—III 11 III-- 8 8 — - °, 1 I I a�--r- e - 8 4 — I I I-�-) �•- — n d . d. ° ,° ... ; . _ — REBAR, TYP. U.N.O. FOUNDATION PLAN III—III I—I I I- _� h W.•.. — ° —I I—� I ° d . a ° d °.d.°� _ --I 1 I—III— .. _ wiw �0I I —1 q ' ." q.• I I-=11 I--III—III W d _ �. �. mm _�' _ M I III—I I III—I �. ...vim. ` d• �.I I. a .p° d:4' i..r,� ..II rib �, — ° .. : ' : ' (2) #5 BARS CONT. I =1 I I=1 I I—III III— "' SLOPE W/ 3" COVER TYP.; @ 1'-4" d> I-1 i—_1-411 SI -1 I I I— (�) #5 CONT. w/ 3 _ " ` :<' a, -■ 2 -STORY CONDITION o (2) #5 CONT. w/ 3'l I =-1 I -- 16"MIN. — I III: COVER TYP. PER MFG (3) #5 BARS w/ 20" (2) #5 BARS CONT. SLOPE EXT. SURFACE h COVER TYP. I —1 I I—III—III—) I i—i (2) #5 BENT BARS w/ " WIDE FOOTING W/ 3" COVER TYP'. CLEAN COMPACTED MIN. 25" LAP SPLICE FO GRADE 1/4 PER CLEAN COMPACTED FILL @ 95% STANDARD BUILDINGOAY FROM FILL @ 95% STANDARD WHERE 2ND STORY OCCURS, FTG DENSITY SHALL BE 1'-4" WIDE w/(3) #5 BARS DENSITY ELASTOMERIC JOINT FILLER FO FOOTING @SHOWER AT MASONRY AFO THICKENED EDGE FO TYPICAL STEP FOOTING DETAIL F1 TYPICAL CORNER BAR DETAIL (TOP VIEW) AF11�EXTERIOR DOOR POURED SILL F1 FOOTING AT INTERIOR BEARING WITH CMU 3/4"=1'-0" 3/4"=1'-0" 3/4"=10-011 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-011 #5 DOWEL W/ MIN. 6" FILLED CELL PER PLAN WOOD POST PER PLAN --- EMBED. INTO MAIN FOR SIZE AND BASE FOOTING W SIMPSON. 3/4 CONNECTION EPDXY 12" O.C. GARAGE �`� TOP COURSE TO BE CONCRETE STAIRS AS CHAIR BLOCKS.REQ'D PER GRADE W/ _ — J ENTIRE BASE TO BE CONC. SLAB PER 1-1/2" CLEAR CONC. SLAB PER 1-112" MIN (1) #5 BAR @ TOP VIEW A CORNER SEE ETION FOUNDATION PLAN — FILLED SOLID FOUNDATION PLAN CLEAR NOSING ELVA CMU BASE w/ 1 #5d 4° , •.• . ,.,' w' ;. SEE VERTICAL @ EACH GARAGE WALL _ : `,. _ ° ' dt.. �• .. - .' ;', :; . d{ CORNER. SEE FLR. _ _ _ _ PLAN - •' ,`• — -I � i—III -'III '.. q. .... o BEYOND —'—� i I-1 I I= �.. M �.. - CONC. SLAB PER PLAN FOR BASE SIZE ° 'a ' r: : , ' ; :�� Z (2) #5 DIA. BARS @TOP ' ° ,..'. , Z9 (2) #5 DIA. BARS @ TOIP T ;.: •; d ,.., z co co FOUNDATION DRIVEWAY BY �° d' ° O d ,Y — A. •.. a w z �¢ WHEN MONO DEPTH --III ° WHEN MONO DEPTH •i-' PLAN I I O ; • .. cn °' a: ¢ EXCEEDS 26 IF 1- EXCEEDS 26" IF BUILDER- SONCRETE �, . d > 11 ' -I I II a (I 1=1 ° °. ° 20 SEE FOUNDATION FOR OR PAVERS (---I I I a° ° DEPTH <26"THESE II �. ..�°.. 3/4" PAD SIZE d .a a ., • d DEPTH < 26 THESE i — �. , ' a w BARS ARE NOT REQ'D TI I BARS ARE NOT REQ D �*■ �•■� �■d..�■* d CONC. SLAB OR d > w #3 STIRRUPS @ 48 '.. d ' - °'I GRADE — d, GRA E 11 _,—I.1.I • #3 STIRRUPS @ 48" d • ' c , PAVERS PER PLAN as A ,d. U d ' �I ° d' —� ad,' °d a a : L I _ O.C. WHEN MONO TI 11= I °• : 'd I I—I I z O.C. WHEN MONO I I =I 4 < ! n I I=1 1=1 IT _bo _ DEPTH EXCEEDS 26", DEPTH EXCEEDS 26 , -"'III d I' °:.,' ' a.., �• °s�.•. .p.a F I IF DEPTH c 26" THESE '— ,d�Llli....... �.•■J;•, �I I N IF DEPTH < 26" THESE I'•c!Lil..�.. iF�•: J;;. CN 20"x8" I --- — =I I -_ CLEAN COMPACTED THICKENED III=1 I I=1 I I I III= I' FILL @ 95% STANDARD _ �; e 1 a. a = BARS ARE NOT REQ'D II I I I , • ' IIII I' `- BARS ARE NOT REQ'D TI �. i I 1-1 I I=I I DENSITY I I '- —ILI I I CLEAN COMPACTED EDGE W/ (2) #5 — I ° d � • °,'�. � :�I .,."�•• —I I (— 1I— I— d 2 #5 BARS CONT. W/ I— CLEAN COMPACTED 2) #5 BARS CONT. W/ , ; , , 1 , CONTINUOUS 11-811 3 COVER TYP. CLEAN COMPACTED d. °• ' . ," _ O 11 4" 95% ST " o ; __ __ "T �1 3" COVER TYP. - FILL @ STANDARD 3 COVER TYP. 11.411 FILL @ 95% STANDARD FILL @ 95 /o STANDAR© I I DENSITY DENSITY' DENSITY F1 THICKENED EDGE @GARAGE DOOR AFII�FOOTING @ENTRY MASONRY COLUMN F2 DEEP MONOLITHIC FOOTING AF2 DEEP MONOLITHIC FOOTING W/STAIR 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-011 TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE CENTERED AT PIPE PENETRATION °'. d 811 CMU - TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE d CONC. SLAB PER FINISH PER ELEV. CENTERED AT PIPE I 1=II=1 VIII -1 I I FOUNDATION PLAN 8 C.M.U. FINISH PER PENETRATION FINISH FLOOR ELEV.�- FINISH FLOOR co ._) IT 'd d.a' a Q PENETRATING — — PIPE PENETRATING PIPE 1`-) I=1 I I—III-III=1 I I=1—I 1= _ — GRADE FDN. _ ° SEE , LOOP TIE (TYP.) — •• . I_z PIPE PERPENDICULAR TO FND PVC SLEEVE MIN. I I 1-1 I MI I— FOOTING PER PLAN �.' , I I=III=1Li I=1 I--:1 I I=1 I I II � DIAMETER TO BE 2 I- =1 I L=1 I 1=1 I I- Till=1 L 1 III III- =1 I M. I PIPE SIZES LARGER CLEAN COMPACTED FOOTING PER PLAN I 1-1_-- I--1 THAN THE FILL @ 95% STANDARD I i SEE FDN PLAN PENETRATING PIPE (SIDE VIEW) DENSITY II 11— FOR SIZE IIIi= FRONT VIEW PVC SLEEVE =I) _ & REINI PIPE VERTICAL THRU FDN 4F14),TYPICAL FOUNDATION PENETRATIONS ' 3/4"=1'41 NOT USED LILI h - Z Lu D w- -- rt 0 Z O - Z �O � I— u� CL O U U 0W � Z Q J m O_ fn ®` 11111111 uj M ®i® CL ® 0,® 000• ® L op 00 k ®�' CO a CD .Ar o 0 :® . Gj •. u- m ®111111111 W J a. m` � V O U p Q O O��f� cf) w • 3j a UO O U w o z COti O Z �� w 9 u.i U � U) VJ v) © --■ Q Z � u- O w o� z p -; O 1-- 0 uj E F -z � . , �- Vu4 0 O LL o> (� Q _O Z V p: 00 0 zC4 8 = O 5 Q s0as W O 0 g O 0 a W ?� ul N < z W I•Q- u- U N p w 0 O I-. 4 W O Z LjJ O r .. Ly U) O CL Z O J o zzLu Q F— >. N W) 11 z e- =Im ZOO z O—i W 0 QW t]!Y Q 000000 1 Z w0 j Z W 0 O cr 0 I— 2 1- I— Lr U CL m STRUCTURAL ENG *** .� DRAFTING 1— z W -STRUCT: DJ 0 -- -- - QCCHECK: CC -- _---- W JOB No.r TM - 2171221 SCALE: AS INDICATED ~ DATE: 07/26/17 SD1 ILL LLA L__._ _ Lu Z :�.::, ' •,. ��•• , �:.�,y., . {1•.: •.: • + �j : •' •+` "�� :. ENTIRE COLUMN TO BE GROUT FILLED SPACING (1) #5 BAR IN PRECAST LINTEL (2) #5's VERTICAL IN GROUT FILLED CELL MIN. 3/1 " x 2 1/4" 1. MIN, (6)1/2"x5" TITEN HD W/3-1/2" MIN, EMBED. -- TYPICAL FILLED CELL "a w/ 3000 psi CONC. w/(1) #5 REBAR VERT. , VERIFY w/ PLAN FOR REQ'D LOCATIONS CMU WALL PER PLAN (2) 2x TOP PLATE W/ z g n w U -I 2. MIN. (6)1/2" ASTM F1554, Gr, 36 (OR BETTER) THREADED ROD WI 3/16" x 2 1/4" 12" O.C. (3) 12d END NAILS TO LAST STUD • , . • •.: • . "• :' �;- -- +�+;a�- i�*,. �;- PROVIDE STANDARD 4-1/2" MIN. EMBED, W/ SIMPSON SET -XP EPDXY OR EQUIV. USE 2"x2" SQUARE WASHER 2x6x12 P.T. SYP #2 CENTER 2x4 TYPICAL TIE BEAM w/ 3000 psi ;,� •4 ,' -+ Lu HOOK BUCK SEE PLAN FOR WALL CONC. w/ 1 #5 REBAR CONT. "° ._ O a " • ' • "., ': •° '..' o rr 12" O.C. 112" J -BOLT w/ 5112" EMBED, FRAMING INFO = r. ., .•.. • :,.�,. : .`.:;.,.•,. > • 2x P.T. SYP #2 NAILER wI(1) MASONRY WALL PER OF BUCK. p :�..: STD HOOK �� 'Q^. -� - �-* -�• 1/4"x2-314" TAPCONS @ 24" BLOCKING PER BRG ' : 2x PT STUD OR ALTERNATE 1x PT • %' �' " • Aldi (1) #5 IN TIE BEAM + O.C. & 4" FROM ENDS WALL SCHEDULE °a ' FURRING TO CMU W/ 2x FRAMING PER OF OPENING ANCHOR NOT PERMITTED PLAN Lu Z :�.::, ' •,. ��•• , �:.�,y., . {1•.: •.: • + �j : •' •+` "�� :. ENTIRE COLUMN TO BE GROUT FILLED SPACING (1) #5 BAR IN PRECAST LINTEL (2) #5's VERTICAL IN GROUT FILLED CELL MIN. 3/1 " x 2 1/4" 4" MIN, FROM TO BE INSTALLED WITHIN 1 112" OF HEAD JOINT FACE OF CMU MIN. (6)112" DIAMETER J -BOLTS USING 2"X2" SQ, WASHERS & 5-1/2" MIN. EMBED. AT EA. 2x6 P.T. DOOR BUCK, EA. SIDE OF OPENING. FIRST ANCHOR (BOTTOM & (T TOP) 8" MAX. ABOVE GARAGE -- TYPICAL FILLED CELL "a w/ 3000 psi CONC. w/(1) #5 REBAR VERT. , VERIFY w/ PLAN FOR REQ'D LOCATIONS CMU WALL PER PLAN 3/ 6" x 2 1 /4" z g n w U -I 1x8 3/16" x 2 1/4" 12" O.C. 2 .. •�. , ' ' `' NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL U.N.O. F.F. & 6" BELOW TOP OF } �� �.+ (1) #5 VERTICAL IN BUCK. SPACE REMAINING PLANS. MIN. THREADED ODFROR (4) EQ. SPACED J" TITEN HD ANCHORS w/ ��.�..•. GROUT FILLED CELL (IF w ANCHORS @ 24" O.C. MAXMIN. 1" EMBEDMENT FOR HOLLOW REQ'D PER PLAN °° END OF BRG. WALL/ 0 4 „ ¢ 45 DEG. BEVEL CUT 2x6 P,T. MASONRY WALL f BLOCK OR 3 1/2 EMBEDMENT FOR SOLID > SYP #2 BUCK END 112 BLOCK. MAX. 6" FROM TOP AND BOTTOM NOTE: SEE MD08 ON cn �. o OR 1/4 TAPCON W/ MIN. 2 EMBEDMENT 6 �- m w ABOVE GARAGE F.F., EA. BASE PLATE I LINTEL PLAN FOR m m `� SIDE OF OPENING :dI i FROM TOP AND BOTTOM AND 12" O.C. * ADDIT L REBAR INFO CONNECTION PER BRG BETWEEN f • - r NOTE: CONTRACTOR TO WALL SCHEDULE VERIFY BUCK TO CMU " • SECTION ATTACHMENT LOCATIONS PT BASE PLATE PER GARAGE DOOR MFR,'S ADOVERTICAL REINFORCEMENT DETAIL fiDOGARAGE BUCK DETAIL WRITTEN SPECIFICATIONS fiDO BEARING/ SHEARWALL CONNECTION TO CMU W PRE -CAST LINTEL PER PLAN OPENING WATERPROOFING BY BUILDER/ OTHERS WINDOW/DOOR P.T. BUCK FASTENER SCHEDULE Z SIZE TAPCONS SPACING # ROWS 1x4 3/1 " x 2 1/4" 12" O.C. 1 3/ 6" x 2 1 /4" .. 1x8 3/16" x 2 1/4" 12" O.C. 2 2x4 3/16" x 3 1/4" 12" O.C. 1 3/16" 1/4" i3/16" " 2x8 x 3 1/4" 12" O.C. 2 OPENING SIZE AND NOTES: Z LOCATION PER PLAN O H Q z C) w I� MASONRY WALL PER OF BUCK. p r� U w Cn - P.T. BUCKS PER STRUCTURE BY OTHERS IN THIS CASE. Z w SCHEDULE 3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x BUCKED OPENING USE (3) ROWS OF 10d x 3" NAILS 0 N_ Z O OPENING SIZE AND NOTES: Z LOCATION PER PLAN O (TYP) 1, 2x SYP #2 P.T. BUCKS/NAILERS MAY EXTEND BEYOND INT. FACE OF ul WINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE f- 4" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE I� MASONRY WALL PER OF BUCK. p PLAN (TYP). 2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED VV/CUT NAILS OR O U EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO O Cn P.T. BUCKS PER STRUCTURE BY OTHERS IN THIS CASE. Z w SCHEDULE 3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x BUCKED OPENING USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" O.C. AND 6" FROM ENDS @ EACH SUCCESSIVE BUCK. m MAX. 2 PLIES OVER INITIAL P.T. BUCK. 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS O (FASTENING) ARE MET. U- 5. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLID III GROUTED CMU. H w 6. WINDOW OR DOOR INSTALLATION BY OTHERS dlk� 6DO 2x BUCK DETAIL 1/2"=1'-0 (MAX, 170C) 1/2"=1'-0" 3/4"=1'-0" % 1/2"=11-0"uj ` LINTEL (SEE PLAN) SHEATHING PER PLAN .+ +, 2/ SEE TYPICAL HEADER SHEATHING PER PLAN STRUCTURAL � ®� ®�••jO®•®+•®�J� ®i®r u 00 PRECAST LINTEL PER TYP. TRUSS TO FRAME '�2'®+ . �. Z PLAN 7/16" O.S.B. EA. SIDE TYP. TO FRAME •�' ,, ®• �!9 ® J o FRAMING DETAILS FOR • + 2 . _ TYP. TRUSS TO FRAME CONNECTION PER. Q V ADDITONAL CONNECTION PER STD. CONNECTOR CONNECTION PER Ij cu G INFORMATION STD. CONNECTOR NOTES ° 0 w Q MASONRY WALL .ti•, (HEADER CAN BE STD. CONNECTOR s +. :iV� SEE PLAN EITHER UPSET OR NOTES FRAME OUT TO BLOCK NOTES 7 • ®® .,,g Q n, D(OWNSET) FRAME OUT TO BLOCK EDGE AS REQ'D FRAME OUT TO BLOCK ®r�� ••®®.®®®®••�®® = >- O 2x8 W/ (2) 16d TOE 2x BLK'G. TO O.S.B.W/ EDGE AS REQ'D EDGE � <®o®�� RC) ®®®® � NAILS EA. END 2x W/ (2) 16d TOE NAILS ®!1#'1111% dk ARCM. PER ELEV (2) - 8d EACH END EACH END 1/2" J -BOLT OR w SIMPSON SON THREADED ROD W/ I (2) 2x TOP PLATE a � l 2x SPF CONT, /`''� HEADER PER BLOCKING ATTACH TO .� LOCATION I 2 7/16" OSB W/ (2) 8d (3) 16d COMMON I (2) 2x PLATE 2 2x # SYP E PLAN (2) 2x #Z SYP SEE PLAN O V o NAILS END VIEW W/ CMU NAILS (TYP.) (2) 2x TOP PLATE I O 2 S SEE FROM EA. END. FOR BEAM SIZE (ONLY U FOR BEAM SIZE I IF OPENING PROVIDED a 7/16" BEA. IDE W/ MIN. 2x4 F I I MIN. 7" EMBED. TO RS SHALL AVE I 4.4 PER PLAN) Q O pf���l c'' OS S HEADER (SEE PLAN) SP #2 KNEE ( MIN. 2x4 SPF #2 KNEE I CMU & 2" X 2" X 1/8" I d ,, yf�� N MIN. 2x4 SPF #2 KNEE C 6d NAILS @ 16 O.C. TO WALL WITH STUDS @ WALL WITH STUDS @ w U 3� o SIDE & TOP NAILER 16" O.C. W/ I 16" O.C. W/ 2x4 SPF CONT. (2) 2x #2 SYP SEE PLAN i WALL w/ STUDS 16" W SQUARE WASHERS. @ BLOCKING ATTACH TO STRUCTURAL STRUCTURAL O.C. w/ STRUCTURAL a~ o FOR BEAM SIZE O c 0 7/16" O.S.B. EA. SIDE 7/16" OSB W/ (2) 8d SHEATHING ON BOTH I SHEATHING ON BOTH I 2x PT BOTTOM I SHEATHING FROM _ U o SIDES FROM TOP OF SIDES FROM TOP OF PLATE TOP OF WALL TO U NAILS BOTTOM OF WALL. w WALL TO BOTTOM OF BUILDER FRAME WALL TO BOTTOM OF L Z , 2x BUCK PER MD04 BEAM. ATTACHED PER RADIUS AS REQ'D BEAM. ATTACHED PER ATTACHED PER 0 O� THIS SHEET ARCH PER ELEV 2x BLK'G. TO O.S.B. W/ 7/16" OSB EACH SIDE, NAILING SCHEDULE (2) - 8d EACH END W/ 6d NAILS 16" O.C. NAILING SCHEDULE I NAILING SCHEDULE I TO SIDE &TOP NAILER OTHERWISE SP2 CLIPS I OTHERWISE SP2 CLIPS O PRECAST LINTEL OR Z X09 2x BUCKS, AT TOP AND SP1 CLIPS BUILDER FRAME KNOCK OUT COURSE AT TOP AND SP1 CLIPS �4 AT BASE ARE RADIUS AS REQ'D AT BASE ARE REQ'D O END VIEW W/ WOOD REQUIRED MASONRY WALL CL ui A` ­F0 ARCH WINDOW FRAMING DETAILS FO KNEEWALL AT DOWNSET BEAM FO KNEEWALL AT UPSET BEAM fiF0 KNEEWALL OVER MASONRY WALL 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" PRE-ENGINEERE5 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 Q J Z 24" O. C. MAX, DOUBLE 2x TOP PLATE NAILS 2x4 #2 SYP BLOCKING � 0 TYP. TRUSS TO FRAME ADD 2x4 VERTICAL @ ATTACH PER NAILING REQ'D TOP CHORD. •.., SCHEDULE w CONNECTION PER STD IF REQ'D, PROVIDE SCAB IN EACH TRUSS 12 W U �, ATTACHMENTS O � W CONNECTION NOTES - F O o w M E CLOSURE WALL w/ IF NO WEB IS PRESENT SUPPLIED BY A/C SEE Z Co N SINGLE TOP AND BASE COMPANYSTANDARD TRUSS EXT. SHEATHING ATTACHED O (3) 10d NAILS TYPICAL PLAN TOP CHORD VARIES U (~ z 1 � Yl 61 8 PER NAILING SCHEDULE FROM PLATE w/ 2 16d NAILS n n � 0 o w � y �\ AT EACH TRUSS V„ J 0- w z .. c I y TO TRUSS. STUDS TOP OF KNEEWALL TOI I I 24 O.C. & EXT. TRUSS WEBS NOT a ; $ BOTTOM OR SP2 CLIPS AT TOP i SHEATHING INSTALLED 2x4 'X' BRACE ACROSS SHOWN FOR CLARITY _ �C = 0 w -t PER NAILING PATTERN U) 0 �- �- w aj o AND SPI CLIPS AT BASE ARE I LENGTH OF PRE-ENG.TRUSS PER = Z z ¢ z z E REQ'D. ( SHEARWALL PLAN, 24" O.C. MAX H �I ¢ w O r- - - - _.-. - - ....... _.._ ...._ .� 2x4 #2 SYP CROSS -'S Ldp O � � vii � °#- 2x4 #2 SYP RAT RUN BRACING (AT 45°) W/ ROOFING MATERIAL 2x BLOCKING NAIL SCAB TO TOP I ( 3 12d NAILS TO RAT I� PER ARCHS w � Q w N CHORD WITH (3) 10d TOP AND BOTTOM MINI I ) O Z I" Lu 2 BAYS PAST A/C RUNS. TYP EACH SIDE W Z Z p MIN 2x4 STUDS @ 16" O/C CRICKET AS REQUIRED NAILS O I A/C UNIT AND PAN I SEE FRAMING PLAN Q J Z 2x4 BLOCKING LOCATION. MIN (3) BAY MIN. 24" BY SUPPLIER MIN. 24" FOR CONNECTION a F- W LAP W/ (2) 16d NAILS MAX 48" MAX 48" CONDENSATE ' +2. 2x P.T. PLATE ---- _ �'� MAIN SPAN ROOF BETWEEN TRUSSES TO EACH TRUSS. TYP I DISPOSAL BY A/C INFO O H TOENAILED TO I I SEE ELEVATION L) W 1/2" J -BOLT OR THREADED ROD W/-----_� TRUSS EACH SIDE TOP OF MASONRY DOUBLE TOP PLATE w/ SUPPLIER SIMPSON SET -XP EPDXY @ 32" O.C. 10d NAILS @ 4" O.C. I I CONNECTION TO BE Z W _ & 6" FROM EA. END. ANCHORS I— = - = „_ - - 4 SUPPLIED BY A/C SEE ARCH PLANS FOR w _ *� SHALL HAVE MIN. 7" EMBED. TO STANDARD TRUSS COMPANY w ..�...... TRUSS PER PLAN OVERHANG INFO CMU & 2" X 2" X 1/8 SQUARE BOTTOM CHORD O WASHERS UPLIFT CONNECTOR IL DOUBLE TOP PLATE .�.: (SEE SCHEDULE) BLOCKING UNDER A/C SUPPORTS (2) 2x4 #2 SYP Z TOP KNOCK OUT FRAMED WALL PER BLOCKING W/ SIMPSON RE. ELEV. COURSE 1N/ (1) #5 MASONRY WALL PER PLAN A34 OR LUS24-2 EACH FOR O.H. CONT. El PLAN END TYP, SINGLE TIE -BEAM QO fiFl KNEEWALL ABOVE MASONRY WALL Am PERP. SHEARWALL CONNECTION TO TRUSS B01 A/C IN TRUSSES GROUTso�� o 0 z 1,.=1'-0 3/4"=1'-0.. 3/4"=1.4, 3: Q 2x STUDS 16" O.C. FOR KNEE WALL PRE -MANUFACTURED FLUE PER MANUF. I= S - LO CHIMNEY GAP SPECS W/ 2" MIN. WINDOW PER D � O LSTA18 @ 32" O.C.STUD TO PRE -ENG TRUSS, SLIT CLEAR BETWEEN FLUE FLOOR PLAN Q CO ~ ROOF SHEATHING FOR STRAP F TOP OF CHIMNEY MIN., & FRAME F- Z O 2'-0" ABOVE A POINT W O UJ J CO CONT. ROOF SHEATHING NAIL PER PLAN WITHIN 10'-0" OF THE GALVANIZED FLASHING NEAREST ROOF PRECAST CONC. OR S W Q Le PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END D EXT. SHEATHING O (1) SPH4 EVERY ATTACHED PER POWERS STEEL SILL �... w pp � 1 O TO TOP CHORDS OF TRUSSES BELOW WHEN OTHER STUD TO NAILING SCHED. TYP. @ALL WINDOWS p O o0 BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS w DOUBLE TOP PLATE BELOW AND CONNECT w/ HTS20 @ 32 Z O.C. O 2x4 VERTICAL @ 24" 2x4 FRAMED CRICKET �I EXT FINISH PER PLAN W/ GALVANIZED PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW O.C. MAX, w/ (4) 10d FLASHING o V O Wce NAILS TO BOTTOM + + U) Lu D 0 F 2x PLATES OVER ROOF DECK PER VALLEY H A CHORD & (3) 10; NAILSLu K TO TOP CHORD; NOTE .r) , M I F O H g FRAMING DETAIL IF WALL HEIGHT IS ' I' ' A N LOOR BETWEEN 4FT &BFT, (4) 16d COMMONS �� .. :. ELEV 0'-0" U � O DOUBLE TOP PLATE B USE 2x6 SYP #2 STUDS + + NAILED @ EACH END CONC. SLAB - •�. ' '. + VERT REINF. BEYOND SEE FOUNDATION 1-- GALVANIZED FLASHING 2x4 BLOCKING W/ (2) PLAN FOR MORE INFO I I STRUCTURAL ENG: *** SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR + O RAFTER + 16d COMMONS END DRAFTING: --- - - 2x4 BLOCKING W/ (2) + NAILED TO VERTICAL Z COMMON TRUSS PER PLAN OR CONY. FRAMING w/ E 16d COMMONS END 2x4's �_ MASONRY WALL PER o sTRuCT: DJ J STRUCTURAL SHEATHING PER PLAN AND ROOF NAILED TO VERTICAL PLAN a QC CHECK: CC Q FINISH PER ARCHSFIN 2x4's + + SEE FOUNDATION w JOB No. TM - 2171221 CURVED ROOF TRUSSES PER PLAN OR CURVED MIN. H2X6 G + DETAILS FOR FTG INFO = SCALE: AS INDICATED QRAFTERS w/ (2) LAYERS 3/4° CDX SHEATHING HEADER TRUSS PER PLAN NAILED @ 6" O.C. STAGGERED ~ DATE: 07/26/17 NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D MO CHIMNEY FRAMING DETAIL ,� �� NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE fiso -TYPICAL ONE STORY CMU WALL SECTION 1 /4 =1-0 3/4"=1'-0" 3/4"=1'-0" SD2 TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. F01 DORMER FRAMING DETAIL GABLE BRACING CHART SIMPSON A23 @ EACH BRACE TO PLATE A35 DIAGONAL TO TRUSS BOT. CHORD iv NO BRACE REQUIRED 4'-8" < H`7'-0" (1) 2x4 BRACE 3 1/4" HOLD 1/2" J -BOLTS w/ 9'-4" < HA14'4' STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H:618'-8" STRONGBACK W/ (2) 2x4 BRACE PT 2x8 PLT., CANT, FOR WHERE O.H. 15 1'-0" DROP CONNECTION DETAIL ®_ O.C. MAX. 45 FROM FOR NAILING _�:,Its p w EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ HORIZONTAL (+/- 10°) ;v a ®® u.i CONNECTIONS EACH END AND 32" O.C. 24" O.C. FOR FALSE BM °®-� F0 ,vs• 0 Z p ° • � <C w SIMPSON HGA10 48" @ SIMPSON HGA10 48'' @ MAX. ATTACHMENT w/ (3) 1 Od GABLES w/ OUTLOOKERS @ 24" O.C. 1'-0" MAX PLYOOD CANT, O.H. 2x4 BLOCKS, (2) 16d Q TOENAILS EA. END SEE PLAN FOR PROVIDE 16d NAILS 2x4 ATTACHED TO EA. GABLE END TRUSS TO PLT.@12" O.C. MAX. 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. GABLE END W/ 16d H Q p m NAILS @ 6" O.C. II BETWEEN TRUSS BAYS O OJ FRAMING FOR FALSE L L BRACING IS TO BE BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF TRUSS WITH (3) 12d TOENAILS. O.H. SIZE BLOCK ADJ. BAYS @ :z Q SHEATHING NOT REQ'D SHEATHING NOT REQ'D SYP#2 OR BETTER SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. CONNECT TO DROP GABLE WITH EA.DIAG. AS SHOWN. SHEATHING PER PLAN 0 TO BE CONT. @ THE TO BE CONT. @THE (4) BAYS MIN (1) BAY AFTER BRACE 15 REQ'D) H2.5 CLIP. MAX 2'-0" O.H. FASTEN ROOF TRANSITION FROM TRANSITION FROM SHEATHING 70 1'-0" MAX PLYWOOD CANT.. O.H. uj w tY BEAM TO GABLE WALL TO GABLE BLOCKS w/8d NAILS SEE ELEV. FOR TRUSSTRUSS @ 6" O.C. O.H. SIZE .a a CONT. 2x4 WHERE O.H. IS 1w/ Z DOUBLE 2x TOP PLATE 2x4 DIAGONAL BRACE DROP END GABLE w/ O @ 48" O.C. TO 3RD OUTLOOKERS @ 24" Z FASTEN SIDE WALL \ BAY REQ'D w/ O.C. TO RUN BACK TO p BEAM PER PLAN SHEATHING PER PLAN. STRONGBACK, SEE 1ST COMMON TRUSS w (5) 16d NAILS BRACE CHART WITH (3) 12d TOENAILS. M f- EXT. SHEATHING; TO BLOCKING GABLE BRACING (+) CONNECT TO DROP wp SIMPSON H10A SIMPSON H10A ATTACH PER PLAN SEE CHART GABLE WITH H2.5 CLIP. MAX 2-0 " O.H. U O U DIAGONAL TO BEAM DIAGONAL TO TOP PROVIDE 2x4 BRACE Z W PLATE TO EA. ADJ. DIAG. p 0 FASTEN TO DIAG. w/(2) STRONGBACK IF REQ'D ''�— CONT. 2x4 a BEAM CONNECTION FRAME WALL CONNECTION 16d NAILS. PERG"ART lm (5) 16d NAILS BRACE 2x4`5 @ 24" O.G. GABLE BRACING @ 48" TO BLOCKING GABLE END O O.C. NOT'REG'D 6' AF A PROVIDE 2x4 BRACE SHEATHING FASTEN w _ FROM EAVES GABLE END TO EA. ADJ. DIAG. PER PLAN SHEATHING FASTEN FASTEN TO DIAG.w/(2) SPLICE AS REQ'D 450 PER PLAN. 16d NAILS. �Ir CONTRACTOR TO FIELD VERIFY WHICH _-•--- SIMPSON H10A DIAG. a CONDITION IS REQUIRED. CONTACT EOR TO BLOCKING FOR ADDITIONAL INFO AS REQ'D 60 IILBI��p®I LLI M GABLE BRACING CHART SIMPSON A23 @ EACH BRACE TO PLATE A35 DIAGONAL TO TRUSS BOT. CHORD iv NO BRACE REQUIRED 4'-8" < H`7'-0" (1) 2x4 BRACE 3 1/4" HOLD 1/2" J -BOLTS w/ 9'-4" < HA14'4' STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H:618'-8" STRONGBACK W/ (2) 2x4 BRACE PT 2x8 PLT., CANT, FOR WASHERS (MIN. 7" CONNECTION DETAIL ®_ O.C. MAX. 45 FROM FOR NAILING _�:,Its p CLG. NAILING SURFACE EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ HORIZONTAL (+/- 10°) ;v a ®® u.i CONNECTIONS EACH END AND 32" O.C. 24" O.C. FOR FALSE BM °®-� F0 ,vs• 0 Z p ° • � <C w MAX. ATTACHMENT w/ (3) 1 Od _ z TOENAILS EA. END SEE PLAN FOR PROVIDE 16d NAILS 2x4 ATTACHED TO EA. GABLE END TRUSS TO PLT.@12" O.C. MAX. M 2x TOP PLATE TO DOWN OF JACK w •° U GABLE END W/ 16d TRUSSES � p m NAILS @ 6" O.C. II BETWEEN TRUSS BAYS O OJ FRAMING FOR FALSE L L GABLE BRACING CHART H GABLE BRACING UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H`7'-0" (1) 2x4 BRACE 7'-0" < H A 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < HA14'4' STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H:618'-8" STRONGBACK W/ (2) 2x4 BRACE CMU WALL OR LINTE BEAM, IF REQ D w/ (3) @ 48" O.C. FOR FIRST 3 BELOW HGA10KT @ 32" O.C. 10d NAILS @ EA. TRUSS SEE GABLE p BRACE �1---- 2x4 BRACE IF REQ D BAYS CONNECTION DETAIL < O y,;;, t6` c� TIE BEAM COURSE w/ 1 SEE CHART. WALL PER PLAN Z w of (FRAME WALL SHOWN; Q <r FOR REQ'D MAY ALSO BE ``� d ,m f��3J o B (J 2x4 STUDS E 24 O.C. w/ CONNECTIONS MASONRY #5 CONT. SINGLE BASE &TOP PLATE w/ PLYWOOD FALSE BM PER PLAN 1 Od COMMON NAILS (1) A23 FROM ) 0 SHEATHING COVERING IF REQ'D @ 6" O.C. STRONDIAGONAL TO ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*'k'k °- ° Z DIAGONAL _ � U a o CMU WALL CONNECTION CLEAR SPAN CONNECTION GABLEVERTIGAL U �.. --- 2ND 2x4 BRACE IF • • Z REQ'D, SEE CHART CIO `�G9��� U ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** 2x6 ° z9 A -A GABLE. VERTICAL BRACING � • O .... 1 Od COMMON NAILS @ � 8" O.C. a Q m u.i 4 E0 GABLE END @ FLAT CEILING CONNECTIONS 4EOGABLE END BRACING GE GABLE END @FLAT CEILING w/ BOSTON HIP 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 2x4 BLOCKING @ EA. PROVIDE 2x BLOCKING a OUTLOOKER (MAX. FOR NAILING 2x4 BLOCKING (2) 12d (2) 2x TOP PLATE pQ Z ROOF SHEATHING PER ROOF SHEATHING (2)16d NAILS PLT. TO NAILS, TOENAILED @ SEE GE02/SD3 FOR 8d NAILS @ 4" O.C. U) .J 0 PLAN SPAN 2'-0") w/ (2) 16d 2-0 MAX. STUD TOP &BOTTOM EACH END.AT 24 O.C. ROOF SHEATHING UL '� W U , TYP. END NAIL PLTS. OUTLOOKER OR O -j rn o END NAILS EA. END (TYP.) ( PER PLAN HEADER PER PLAN; CONY. FRAME E W ,,i � o v TO STUD TRUSS PER PLAN SHEATHING VALLEY TRUSSES PER 0 � � W SEE HEADER CANTILEVER DTC CLIP,. (2) 8d NAILS PLAN z � r 2x FASCIA w (2) 16d INTO BLOCKING, (4) 8d SCHEDULE & NOTES ¢ W Q o �' u rn END NAILS @ EA. 2x4 #2 SYP P.T.NAILS INTO TOP PLATE FOR ADDT'L INFO. z U H•• o 2x4 OUTLOOKER @ 24" OUTLOOKER BLOCKING @ 24" O.C. (2) 16d TOE NAILS ( SIMPSON LSTA12 OR 0 �_ � N z O.C. MAX. w/ (2) 16d SIMPSON H2.5(TYP.) W/ (2) 12d END NAILS BRACE TO LEDGER SP4 CONNECTORS @ w -a � p z a 8 END NAILS TO TRUSS @ _ c HOLD WALL 3-1/2" EACH END I GABLE TRUSS = j o aw �° DOWN FOR DOUBLE TOP PLATE I U Q.C. IF HEADER WITH Cn p �- w u,i o UPLIFT SPAN 4'-6" OR _ Z Z � cn H z E EXT. SHEATHING; N ua. z z 11-91. MAX.. OUTLOOKER TRUSS PER PLAN 2x4 LEDGER W1(2) 10d I MORE: N O Q Z o 10 NAILS @ EACH WEB HEADER PER PLAN IF EXTERIOR SHEATHING. ATTACH PER NAILING w L.1.. U � � N j a TRUSS PER PLAN I REQ'D. MIN (1) JACK & SCHED. Q x N (1) KING STUD w/ SIMPS. TRUSS PER PLAN g ATTACH PER PLAN I I 2x DOWNFRAME TO , U W U. w N d LSTA18 HEADER TO w FROM TOP OF WALL I I DOOR AS REQ'D COMMON TRU S) 16d NAILS TO EA. p .WJ Z Z O U VARIES TO BOTTOM I (- STUDS TYP. BASE w I � RAKED DOUBLE TOP CONNECTION 2x8 #2 SPF STUDS AT I O F. [Wi'� PLATE SHEATHING PER PLAN 16" O.C. I I SIMPSON META16 @ Q W V CEILING NAILER AS 1/2" x 8" J -BOLT @ 32" DTC CLIP, (2) 8d NAILS I 32" O.C. GABLE TRUSS z W REQ'D ' " ' MASONRY WALL OR -- ~ 2x8 #2 SYP PT. BASE I 1/2" THREADED ROD TO MASONRY. AT MAIN SPAN ROOF O.C. AND 6 FROM EA. INTO BLOCKING, (2) i MASONRY WALL OR LINTEL SEE PLAN PLATE W/ 1/2" x 8" I EA. SIDE OF HEADER WOOD WALL TRUSS w _� 2x8 #2 SPF STUDS @ END W/ NUT &WASHER • `a� 3/16" x 2 3/4" TAPCONS •. I � (A .,.,....,,.,., LINTEL SEE PLAN ANCHOR BOLT OR � 16" O.C. TYP. MSTAM-24 TYP. EA. � ; IN CMU. OR SIMPSON •• �' (CENTERED w/in TOP LOCATIONS USE .,'; • UPLIFT CONNECTOR O TITEN HD @ 32" O.C. & I @ (SEE SCHEDULE) SIDE OF EA. STUD. META16 I PLATE & 6" FROM JAMB LSTA18 OR MTS12 a 2x8 #2 SYP PT BASE .'� . CENTERED BETWEEN 6" FROM EACH END � STUDS), W/ MIN 7" 32" O.C. MASONRY WALL � PLATE FRAME AND CMU SEE �+ I EMBED. INTO SLAB r �: WALL SPLICE DETAIL STD CONDITION VM U' VAULTED CONDITION CMU I ONLY REQ'D @ BRG SHOWN, SEE PLAN z @ @ I FOR WOOD OR 0 CMU WALL PER PLAN FOR REQ'D FLASHING I WALL W/ UPLIFT MASONRY 40 rGEOGABLE END AT VALLEY FRAMING GEO GABLE END @ VAULTED CEILING_ z 3/4"=1'-0" I I 3/4"=1'-0" 3: Q = >. 04 IHEADER STUDS PER Ily 2x8 RIDGE BOARD SIMPSON DTC, (2) 8dI I HEADER SCHEDULE p c' 2x6 COLLAR TIE HALF NAILS INTO BLOCKING, U.N.O. ON PLANS z _I- ca WAY UP HEIGHT OF P4LATE MILS TO TOP CD O I VALLEY. FASTEN w/ (5} W W 10d COMMON NAILS @ i EACH END (TYP.) Op 0, I ATTACH JAMB STUDS O W Q �e uj 2x6 RAFTER TO 2x8 TRUSS PER PLAN PER WF08/SD4 F- W Cc 0 � RIDGE BOARD W/ A35 TRUSS PER PLAN G, I w 0 000 p ON (1) SIDE OF z r (� RAFTER & A35 ON ADJ TRUSS PER PLAN DTC CLIP, (2) 8d NAILS C7 .. m RAFTER TO OPP SIDE INTO BLOCKING, (2) I w O W Z I I (AS SHOWN) , INCMU.ORSIMPSONv) � �- © Q 24's @ 24" Q.C. MAX. W FASTEN SYP OR SPF 2x4 SYP #2 BLOCKING, META16 AT 24" O.C. uJ n Q Z P.T BASE PLATE GL Q 2x6 (MIN.) PLATE THRU E 24ND NAILS @ EACH (2) 12d Ury I I E SHEATHING PER PLAN END. W/ 1/4"x4-1/2" SIMPSON SDS SCREWS TO TOP 4' LAY 2x4 BLOCKING WALL SHEATHING PER OVER THE TOP OF THE _ - _ - _ - - -- - CHORD OF EACH PLAN LINTEL PER PLAN BOTTOM CHORD. TRUSS BELOW FASTEN CONV. 2x 2x WALL, SEE PLAN : ` ATTACH W/ (2) 1 Od L,y rCF01' FIELD FRAMED VALLEY DETAIL VALLEY RAFTER INMP� ATI24 O,CL0 (IV ACH TRUSS FRAMING (OR PRE -ENG. -a VALLEY TRUSSES) TO STD CONDITION @ FRAME BEARING CONDITION Q @ CMU WALL 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. AF�ONON-BEARING WALL CLIP DETAIL 3/4"=1'-0" TYPICAL HEADER DETAIL I("� NOT USED F-- STRUCTURAL ENG: *** Q DRAFTING: H Z-STRUCT: DJ L n QC CHECK: CC JOB No. TM - 2171221 SCALE: AS INDICATED DATE: 07/26/17 SD3 o••®®.®•®°� w 0 ®®••® SEE GABLE GABLE BRACING @ 48" �'-"` -- PROVIDE 2x BLOCKING 00 ®tL Z ' ® cz Q tJ CONNECTION DETAIL ®_ O.C. MAX. 45 FROM FOR NAILING _�:,Its p FOR REQ'D HORIZONTAL (+/- 10°) ;v a ®® u.i CONNECTIONS BRACE NOT REQUIRED °®-� F0 ,vs• 0 Z p ° • � <C 6' FROM EAVES. TRUSS PER PLAN ®® � °• •• G,� ® O ®®•°OOp 0 0&048_F Ali SEE PLAN FOR 2x4 ATTACHED TO EA. SUPPORT AND TIE GABLE 2x4 BRACE WITH DOWN OF JACK w (2) 10d NAILS TRUSSES � PROVIDE BLOCKING l `J BETWEEN TRUSS BAYS O O CMU WALL OR LINTE BEAM, IF REQ D w/ (3) @ 48" O.C. FOR FIRST 3 BELOW HGA10KT @ 32" O.C. 10d NAILS @ EA. TRUSS SEE GABLE p BRACE �1---- 2x4 BRACE IF REQ D BAYS CONNECTION DETAIL < O y,;;, t6` c� TIE BEAM COURSE w/ 1 SEE CHART. WALL PER PLAN Z w of (FRAME WALL SHOWN; Q <r FOR REQ'D MAY ALSO BE ``� d ,m f��3J o B (J 2x4 STUDS E 24 O.C. w/ CONNECTIONS MASONRY #5 CONT. SINGLE BASE &TOP PLATE w/ PLYWOOD FALSE BM PER PLAN 1 Od COMMON NAILS (1) A23 FROM ) 0 SHEATHING COVERING IF REQ'D @ 6" O.C. STRONDIAGONAL TO ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*'k'k °- ° Z DIAGONAL _ � U a o CMU WALL CONNECTION CLEAR SPAN CONNECTION GABLEVERTIGAL U �.. --- 2ND 2x4 BRACE IF • • Z REQ'D, SEE CHART CIO `�G9��� U ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** 2x6 ° z9 A -A GABLE. VERTICAL BRACING � • O .... 1 Od COMMON NAILS @ � 8" O.C. a Q m u.i 4 E0 GABLE END @ FLAT CEILING CONNECTIONS 4EOGABLE END BRACING GE GABLE END @FLAT CEILING w/ BOSTON HIP 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 2x4 BLOCKING @ EA. PROVIDE 2x BLOCKING a OUTLOOKER (MAX. FOR NAILING 2x4 BLOCKING (2) 12d (2) 2x TOP PLATE pQ Z ROOF SHEATHING PER ROOF SHEATHING (2)16d NAILS PLT. TO NAILS, TOENAILED @ SEE GE02/SD3 FOR 8d NAILS @ 4" O.C. U) .J 0 PLAN SPAN 2'-0") w/ (2) 16d 2-0 MAX. STUD TOP &BOTTOM EACH END.AT 24 O.C. ROOF SHEATHING UL '� W U , TYP. END NAIL PLTS. OUTLOOKER OR O -j rn o END NAILS EA. END (TYP.) ( PER PLAN HEADER PER PLAN; CONY. FRAME E W ,,i � o v TO STUD TRUSS PER PLAN SHEATHING VALLEY TRUSSES PER 0 � � W SEE HEADER CANTILEVER DTC CLIP,. (2) 8d NAILS PLAN z � r 2x FASCIA w (2) 16d INTO BLOCKING, (4) 8d SCHEDULE & NOTES ¢ W Q o �' u rn END NAILS @ EA. 2x4 #2 SYP P.T.NAILS INTO TOP PLATE FOR ADDT'L INFO. z U H•• o 2x4 OUTLOOKER @ 24" OUTLOOKER BLOCKING @ 24" O.C. (2) 16d TOE NAILS ( SIMPSON LSTA12 OR 0 �_ � N z O.C. MAX. w/ (2) 16d SIMPSON H2.5(TYP.) W/ (2) 12d END NAILS BRACE TO LEDGER SP4 CONNECTORS @ w -a � p z a 8 END NAILS TO TRUSS @ _ c HOLD WALL 3-1/2" EACH END I GABLE TRUSS = j o aw �° DOWN FOR DOUBLE TOP PLATE I U Q.C. IF HEADER WITH Cn p �- w u,i o UPLIFT SPAN 4'-6" OR _ Z Z � cn H z E EXT. SHEATHING; N ua. z z 11-91. MAX.. OUTLOOKER TRUSS PER PLAN 2x4 LEDGER W1(2) 10d I MORE: N O Q Z o 10 NAILS @ EACH WEB HEADER PER PLAN IF EXTERIOR SHEATHING. ATTACH PER NAILING w L.1.. U � � N j a TRUSS PER PLAN I REQ'D. MIN (1) JACK & SCHED. Q x N (1) KING STUD w/ SIMPS. TRUSS PER PLAN g ATTACH PER PLAN I I 2x DOWNFRAME TO , U W U. w N d LSTA18 HEADER TO w FROM TOP OF WALL I I DOOR AS REQ'D COMMON TRU S) 16d NAILS TO EA. p .WJ Z Z O U VARIES TO BOTTOM I (- STUDS TYP. BASE w I � RAKED DOUBLE TOP CONNECTION 2x8 #2 SPF STUDS AT I O F. [Wi'� PLATE SHEATHING PER PLAN 16" O.C. I I SIMPSON META16 @ Q W V CEILING NAILER AS 1/2" x 8" J -BOLT @ 32" DTC CLIP, (2) 8d NAILS I 32" O.C. GABLE TRUSS z W REQ'D ' " ' MASONRY WALL OR -- ~ 2x8 #2 SYP PT. BASE I 1/2" THREADED ROD TO MASONRY. AT MAIN SPAN ROOF O.C. AND 6 FROM EA. INTO BLOCKING, (2) i MASONRY WALL OR LINTEL SEE PLAN PLATE W/ 1/2" x 8" I EA. SIDE OF HEADER WOOD WALL TRUSS w _� 2x8 #2 SPF STUDS @ END W/ NUT &WASHER • `a� 3/16" x 2 3/4" TAPCONS •. I � (A .,.,....,,.,., LINTEL SEE PLAN ANCHOR BOLT OR � 16" O.C. TYP. MSTAM-24 TYP. EA. � ; IN CMU. OR SIMPSON •• �' (CENTERED w/in TOP LOCATIONS USE .,'; • UPLIFT CONNECTOR O TITEN HD @ 32" O.C. & I @ (SEE SCHEDULE) SIDE OF EA. STUD. META16 I PLATE & 6" FROM JAMB LSTA18 OR MTS12 a 2x8 #2 SYP PT BASE .'� . CENTERED BETWEEN 6" FROM EACH END � STUDS), W/ MIN 7" 32" O.C. MASONRY WALL � PLATE FRAME AND CMU SEE �+ I EMBED. INTO SLAB r �: WALL SPLICE DETAIL STD CONDITION VM U' VAULTED CONDITION CMU I ONLY REQ'D @ BRG SHOWN, SEE PLAN z @ @ I FOR WOOD OR 0 CMU WALL PER PLAN FOR REQ'D FLASHING I WALL W/ UPLIFT MASONRY 40 rGEOGABLE END AT VALLEY FRAMING GEO GABLE END @ VAULTED CEILING_ z 3/4"=1'-0" I I 3/4"=1'-0" 3: Q = >. 04 IHEADER STUDS PER Ily 2x8 RIDGE BOARD SIMPSON DTC, (2) 8dI I HEADER SCHEDULE p c' 2x6 COLLAR TIE HALF NAILS INTO BLOCKING, U.N.O. ON PLANS z _I- ca WAY UP HEIGHT OF P4LATE MILS TO TOP CD O I VALLEY. FASTEN w/ (5} W W 10d COMMON NAILS @ i EACH END (TYP.) Op 0, I ATTACH JAMB STUDS O W Q �e uj 2x6 RAFTER TO 2x8 TRUSS PER PLAN PER WF08/SD4 F- W Cc 0 � RIDGE BOARD W/ A35 TRUSS PER PLAN G, I w 0 000 p ON (1) SIDE OF z r (� RAFTER & A35 ON ADJ TRUSS PER PLAN DTC CLIP, (2) 8d NAILS C7 .. m RAFTER TO OPP SIDE INTO BLOCKING, (2) I w O W Z I I (AS SHOWN) , INCMU.ORSIMPSONv) � �- © Q 24's @ 24" Q.C. MAX. W FASTEN SYP OR SPF 2x4 SYP #2 BLOCKING, META16 AT 24" O.C. uJ n Q Z P.T BASE PLATE GL Q 2x6 (MIN.) PLATE THRU E 24ND NAILS @ EACH (2) 12d Ury I I E SHEATHING PER PLAN END. W/ 1/4"x4-1/2" SIMPSON SDS SCREWS TO TOP 4' LAY 2x4 BLOCKING WALL SHEATHING PER OVER THE TOP OF THE _ - _ - _ - - -- - CHORD OF EACH PLAN LINTEL PER PLAN BOTTOM CHORD. TRUSS BELOW FASTEN CONV. 2x 2x WALL, SEE PLAN : ` ATTACH W/ (2) 1 Od L,y rCF01' FIELD FRAMED VALLEY DETAIL VALLEY RAFTER INMP� ATI24 O,CL0 (IV ACH TRUSS FRAMING (OR PRE -ENG. -a VALLEY TRUSSES) TO STD CONDITION @ FRAME BEARING CONDITION Q @ CMU WALL 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. AF�ONON-BEARING WALL CLIP DETAIL 3/4"=1'-0" TYPICAL HEADER DETAIL I("� NOT USED F-- STRUCTURAL ENG: *** Q DRAFTING: H Z-STRUCT: DJ L n QC CHECK: CC JOB No. TM - 2171221 SCALE: AS INDICATED DATE: 07/26/17 SD3 __ , NOTE: PIPE OR DUCT W/ (2) 1 Od NAILS @ 3" 0. C. DOUBLE 2x4 TOP NAIL FIELD INSTALLED NOTES: ,� W PLATE LENGTHS MUST PENETRATION OF WITHIN 48" OF SPLICE PLATE TOP PLATE TO FRAME 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN Q WALL OR PRE 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION BE AT LEAST 8'-0" MORE THAN 50% OF THEN (2) ROWS 10d NAILS PROVIDE 2x4 ON TOP ASSEMBLED WALL 3) FOR 5 -PLY PROVIDE 1/4"DIA. x 51/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) EDGE DISTANCE w 0 LONG. TYP. TOP PLATE WIDTH @ 8" O.C. OTHERWISE OF 2x8 TO PAD OUT OUTSIDE (2) 2x4 s PANEL W! (2) 10d NAILS 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/-1/4" 2 1!2" EDGE PER V�f�IL � INSTALL SIMPSON TOP PLATE. ATTACH @ 8" O.C. (FOLLOW 1" EDGE 1 1/2" EDGE �I'� w PSPN516Z W/ (12) 16d W! (2) 1 Od NAILS 3" O.C. NAILING NAILS TYP. TOP & BOT. • ' (SOLID BLOCK W/ 2x6)' REQUIREMENTS THIS p 10d x 3" * ATTACH 2x4 STUDS 70DETAIL FOR ALL TOP 1 Od x 3" COMMON w N (2) 1 O NAILS @ 3" O.C. TOP PLATE W/ (3) 12d .-- --" " WITHIN 48" OF SPLICE TOE -NAILS TYPICAL AT ,; © z z PLATE SPLICE ❑ � " THEN (2) ROWS 10d ALL LOCATION LOCATIONS) ❑ 2 1/2 Z w C7 0 2" NAILS @ 8" O.C. w z w 2 1/4 z N v I-- Z OTHERWISE 2x4 WALL BEYOND S' 1 1/2" w N N Q uj i I _ P �` AGAINST 2x8 STUDS M/4! N a o j3 ry ATTACHED PER N N 10 cn w CL 9 til/ (WF08/SD3) 10d x 3 COMMON co y O I� �! OVERLAP TOP PLATE AT CORNER 1 Od x 3" COMMON OPP. U V SIDE z z p z 1 Od x 3" OPP. SIDE Z W TOP SPLICE,- � DOUBLE 2X4 TOP NAIL BOTTOM PLATE U U U p 0 PLATE • • ATTACH 2x8 STUDS TO TO EACH PLY OF BUILT z I I a I I a I a TOP PLATE W/ (4) 12d UP COLUMN BELOW W/ Q � m CID ATTACH 2x4 STUDS TO TOE -NAILS TYPICAL (2) 10d NAILS °D 0000,oD .40 Qp TOP PLATE W/ (3) 12d AT ALL LOCATION TOE -NAILS TYPICAL AT 10d x 3" COMMON DISTANCE PER 0 ALL LOCATION TOP SPLICE OPP. SIDE DETAIL - - - - BOTTOM SPLICE OVER DOUBLE 2x8 TOP TOP PLATE CORNER TRANSITION STUD PLATE (2) 2x4's (2) 2x6's (2) 2x8's INSIDE PLY NAILS NAILED AT 8" O/C I--' W (2) 2x COLUMN STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2X'SLL TOP PLATE TRANSITION (2X4 TO 2X8 WALLS)FO TYPICAL BUILT-UP STUD COLUMN DETAIL () 3+ 2x COLUMN v, F0 TYPICAL TOP PLATE SPLICE @ BRG. WALL 1-011 SHEATHING PER PLAN a ®Q co rn ®� 4� Y 6 2x DBL TOP PLATE MIN. 15/32 EXP 1 SHEATHING p C O ® W J Z BEYOND zz 7,2 INSTALLED VERTICALLY. 1 NAIL SHEATHING A7 FRAME WALL BOTTOM PLATE 3/8 NOTE. SOFFIT FRAMING LEDGER NOT _ a REQUIRED WITH ALUMINUM SOFFIT U.N.O. BY ROOF SHEATHING,w ° U ®d U iL z AND AT FLOOR TRUSS TOP & BOTTOM PLATES USING SOFFIT MANUFACTURER'S SPECIFICATIONS. FASTEN PER PLAN �' �,2 �> O J — — — — — —_ — — — — w (1) ROW OF 8d COMMON NAILS @ 3" O.C. 'A' =NAIL SPACING 0:� g Y — — T - 1 r o. w 2 NAIL A7 TOP PLATE USING (2) ROWS OF 8d COMMON 01, Sc OV Sc ROOF SHEATHING, J r� 'Td, • _ �'� FR qe r 2�< FR( qQ T FASTEN PER PLAN J ®®i ®•® ®\ ®5� ®® � II I I I I ¢ w- � NAILS @ 3 O.C. 1/2" A SHG AAl ROOF SHEATHING,�NGTA/iQ _ ®®®® ®® ®PR® ®®®® O II_ II a = 0 I- l:� NAIL OPENING PERIMETER w/ (2) ROWS OF 8d 1/2" 'yO"I FASTEN PER PLAN ti0FOs5 ®®�®® 9!!II!@®®®® LL III WALL SHEATHING 0 z w COMMON NAILS @ 3" O.C. — /y �✓ — o 2x4 FRAMING @ 24" III II ( II II I 4� NAIL INT, W/ 8d COMMON NAILS @ 12 O.C. & NAIL SPLICE, SEE SPLICE A „ O.C. MAX. III III II I I I „ ,.., EDGES 6 O.C. U.N.O. ON PLANS 1/2 2x4 FRAMING @ 24 2x4 #2 SYP CONT. w! (2) -� DETAIL. MAX 1/8 '1 11 - OPENING III II II I I SPACE BETWEEN w w 5 STAGGER ALL VERT. PANEL JOINTS & NAIL W! 8d O.C. MAX. PROVIDE (4) 10d x 3" 16d COMMON NAILS DOUBLE NAIL EDGE SPACING 2x SCAB w/ 1Od NAILS NAILS AT JOINT 0 4 w COMMON NAILS @ 3 O.C. PROVIDE (4)1 Od x3" 0 III II � II PANELS _ � @ 4�� O.C. EA. STUD OR TRUSS O >- MEMBER TYP. (MAX. III 3 II I II II U) N PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING PER -ENG TRUSSES NAILS A7 JOINT ❑ p _j w2x SCAB w/ 10d NAILS �� cf III TYP. III I I I I I I ❑ O HEADER W/ 8d COMMON NAILS @ 3 O.C. (2) ROWS @ STUD PER PLAN 24 (2) 1 IF MASONRY, ZQ ^ I,_ O TOP & BOTTOM " @ 4" O.C. USE (2) 1/4 TAPCONS III AROUND III I I I I {) 2x STUDS BEYOND, F• SHEATHING SPLICE, w/MIN, 2 EMBED. @ U 3J o OPENING SEE PLAN FOR MORE �- (2) 8d NAILS @ 3" O.C. 70 EACH TRUSS END OR @ BETWEEN EXTERIOR TRUSS CONNECTION PER -ENG TRUSSES � III LII II II II INFO r O O VERTICAL MEMBER IF GABLE END SHEATHING & PER PLAN 2x FASCIA PER PLAN 2x FASCIA 24 O.C. a� III`I" I— — 71— III I I I I { w cn IIII II II IIiI II II II �� �0 Ill l I I II I II I II II II ❑= 0 0 U-04 Z ---- -------- L70 FLOOR SYSTEM O O U--0 `� U - CUT TO FIT 1 2x BOTTOM PLATE NAILING PER OPENING SIZE BEYOND SEE PLAN NAILS @ 6 O.0 � l V SHEATHING DIAGRAM F1 EXTERIOR SHEATHING SCHEDULE SEE ELEV. FOR PLAN SEE ELEV. FOR 3/4"=1 ,.011 GYPSUM WALLBOARD BLOCKING EOR CMU WALL PER PLAN (2) 8d TOE NAILS TO LEDGER TRUSS CONNECTION (2) 8d TOENAILS TO LEDGER TRUSS PER PLAN _ Uu_� U o JOINT, MAX. 1/8" GAP 2x4 PT LEDGER W/ PER PLAN Z 2x4 LEDGER W/ 2) 16d O NAILING PER 10/4" x4" TAPCONS @ 12" C 2x FRAME WALL PER NAILS @ 6 O.0 � l V SCHEDULE BLOCKING SEE ELEV. FOR PLAN SEE ELEV. FOR WOOD/MASONRY U Z 49 SEE TRUSS PLAN FOR 2x4 PLACED O.H. SIZE O.H. SIZE WALL OR TRUSS, SEE j 0 FLATWISE (2) 16d U C PLAN (TRUSS SHOWN) a D MORE INFO & NAILS EACH END SPLICE DETAIL CONDITION @ CMU WALL C ONDITION @ FR/`1ME WALL Q m SHEATHING Lu rn o h CONNECTION CONNECTION F1 TYPICAL SCAB OVERHANG 15 DO2 LEDGER @ LOW ROOF U O NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF M E w SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE ++ x x REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS Z F.. 1� Im 8 3/4"=1'-0" @ EACH STUD 12d NAILS @ EACH END 1-1/2"=1'-0" 2x12 BOX HDR w/ 2x8's C FOR REVIEW OF EXTERIOR STUDS `� W h - `t o " 0 ` OVERDRIVEN, CONTA 7 0 Z SEE ROOF SHEATHING, 2x4 #2 SPF � � � PLAN NAIL PER PLAN BUILT-UP OL. 2 2x BU L C O SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. U DOUBLE TOP PLATE MORE INFO & MORE INFO &0 w/ (2) 16d END NAILS Lu rn o h CONNECTION CONNECTION EACH END 15 O 06 M E w SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE ++ x x Z F.. 1� Im 8 @ EACH STUD 12d NAILS @ EACH END 2x12 BOX HDR w/ 2x8's `� W `t o " 0 ` TOP &BOT., 2x8 TO 2x8 #2 SPF VERTICAL O 0 Z `00 O ��cn( _ z SIMPSON LSTA30 W/ 2x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT. 2x4 #2 SPF -� ~ N ~ 0 _ PRE-ENGINEERED ROOF TRUSS SEE (22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT SHEATHING PER & BLOCKING @ 24" O.C. 16d END NAILS _ '"'J `t O o � `�' o - FRAMING PLAN FOR CORNER CONDITIONS 0- WALL TO PRECAST LINTEL w/ (2)ROWS OF + + + NAILING SCHEDULE + + (4) 12d NAILS EACH w/ (2) EACH END SEE TRUSS PLAN FOR 1- 2x8 TO UNDER SIDE OF = < Z �a�w o z w z E Z ¢wap SPACING EXTERIOR SHEATHING STRAP AROUND w 1/4" x 4° TAPCONS @ 2x4 #2 SYP P.T. @ EA. •'; TRUSS MEMBER + MORE INFO & ++ ROOF SHEATHING ~ � O U U- � 0 0 SEE PLAN FOR NAIL PER PLAN TALLER STUD) 16" O.C. MAX. TRUSS w/{4) 12d NAILS 2x8 w/ (2) 10d NAILS @ x x CONNECTION + + + W U W Q vi¢ N w N J w ¢ CONNECTION STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL ,' F- N ��-U 2x BRG WALL, SEE I I I I I TRANSOM BETWEEN TOENAILS INTO OTHER TRUSS TRANSOM BETWEEN SEE WALL CLIP DETAIL FOR MORE INFO Q 2x8 #2 SPF VERTICAL ❑ J � Z Z 0 0 PLAN FOR STUD SIZE & SPACING. MIN (2) 2x SEE FLOOR PLAN FOR I I LINTELS LINTELS 'D ,4 : 2x8 #2 SPF VERTICAL 24" O.C. w/ EXT. @ 0 W UNDER GIRDER TRUSS MORE BRG. WALL INFO I I LINTEL PER PLAN I I SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ LINTEL PER PLANINTEL @ 24 O.C.OCw/ EXT. PER PLAN "• SHEATHING PER U r n U.N.O. I I 2x6 #2 SYP P.T. CONT. 2X6 #2 SYP P.T. CONT. '° SHEATHING PER NAILING SCHEDULE & Q W w/ (2) 1/4" x 3 1!2" ' • w/ (2) 1/4" x 3 1/2" • ,: NAILING SCHEDULE & ' ;, 4 O 12d NAILS EACH Z W 2x BLOCKING TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. '' (4) 12d NAILS EACH TRUSS MEMBER (TOP a w ..� (2) 2x TOP PLATE SPACED EVENLY SPACED EVENLY TRUSS MEMBER AND BOTTOM CHORDS SIMPSON LSTA24 EACH VERTICALLY VERTICALLY ALONG W/ WEBBING) � STUD ATTACH 2x TO 2x6 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W! (2) 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 1 Od NAILS @ 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ z PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL Z SPACING. MIN 2 2x O STAGGERED @ 8" O.C.. ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY ATTACHMENT BY UNDER GIRDER TRUSS SEE PLAN FOR BUILDER BUILDER BUILDER BUILDER 0 U.N.O. CONNECTION J filF1'ISECTION @ DOUBLE BEARING fiFl_�\STEP BEARING FRAME WALL 501 HEADER POCKET SLIDER w/ TRANSOM @ SO2 HEADER @POCKET SLIDER w/ TRANSOM S03 HEADER @POCKET SLIDER SO4 HEADER @POCKET SLIDER z 'S < i' � o 111 3/4"=1'-0" 3/4"=1'-0" 1/2"=V-0" 1/2"=V-011 = ~ CONTRA C TOR MAY ELECT TO BUCKET SHORT SPAN 2x6 SYP #2 LEDGER. 70 STUDS w/ (2) 1/4" X 4'/z" Z 5 � BEAM INTO LONG SPAN AS INDICATED ON BEAM SIMPS. SDS SCREWS @ zco0 SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN O.C. MAX.; J STRAP IS NOT REQUIRED. 16" 7O GABLE END STUDS w/ (1)W n EXTERIOR WALL/TRUSS (2) 1/4" X 3%" SIMPS. SDS O.C.00 � a � , EXT. BEAM PER PLAN -------- PT POST PER PLAN SCREWS @ 16" ~p _. MAX,; 0 w 0 LAP BEAM PLYS AND TO MASONRY w/ 2x6 PT w g NAIL AS SHOWN (5) 1 O SYP #2 LEDGER w/ (2) Z V_(D .. oci NAILS PER PLY 1/4" x 2 3/4" TAPCONS AT v) J Z EXT, BEAM PER PLAN 12 12" O.C. Wp V a Lu Ix ...��. SEE PLAN �,. O 0 HOST OLBEAM M P SIMPSON H3 CLIP r�----- SHEATHING PER PLAN _� w w W O PLAN VIEW TOP OF POST @ 2x4 SYP #2 LEDGER. (4) 10d NAILS FOR P7 POS T PER PLAN TO STUDS OR BEAM w/ �� �� 7PLAN CONV. FRAMED (2) 1/4 X 4% SIMPS. MEMBERS ONLY ABU POST BASE PER SDS SCREWS @ 16"' ~ *"* O.C. MAX.; J STRUCTURAL E.NG: . - c 5/8" THREADED ROD w/ TO GABLE END STUDS Q DRAFTING: 0 NUT SET IN ADHESIVE w! (2) 1/4" X 3%" SIMPS. 'MAX,4'-0 F- z -sTRUCT: DJ SDS SCREWS @ 16" FASCIA PER w ... __ I I O:C. MAX.; COMMUNITY SPECS � QC CHECK: CC � ..�, e , ; ..• .,�• � FOUNDATION SEE FOU � TO MASONRY W/ 2x41 PT 2X4 SYP #2 OR � JOB No. TM - 2171221 :� as . • . i i . •• . • .� PLAN FOR ADDITIONAL SYP #2 LEDGER w/ 1/4" � PRE-ENGINEERED ^ . •, . u . 3 INFO x 2 3/4 TAPCONS @12 ROOF TRUSSES @ 24" SCALE: AS INDICATED - O.C. O.C. MAX. ~ DATE: 07l26/17 SIDE VIEW @ BASE OF POST SIMPSON H3 CLIP DESIGNED FOR SHINGLE ONLY DO CORNER COLUMN FRAMING 601 TYPICAL SHED ROOF DETAIL NOT USED SD4 1/2"=l'-0"