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HomeMy WebLinkAbout141 Big Spring Ter 17-1948 New construction SFHGENERAL CON5TRUCTION NOTES: ' CHAPTERS AND SECTIONS REFER TO RRCRR - 5TH EDITION (2014), NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNESS ARE TO BE CON51DERED "NOMINAL DIMENSIONS" LOT 46 THORNBROOKE 40 s OCCUPANCY AND CON5TRUCTION TYPE: THI5 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION, EXTERIOR WALL ENVELOPE: WESTMINSTER 2200 BUILDER 15 RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 101.2.4 OF THE F.B.C.-BUILDING BY PROVIDING ALL DETAILS LISTED UNDER THIS SECTION, INCLUDING BUT ELEV. B NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RE515TANCE 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 BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE65 THAN 5/6 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH GARAGE LEFT RB.C.R. - 5TH EDITION (2014) 8102.35. EXTERIOR FIN15HE5: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH EDITION (2014) R103.6.1 AND ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORRO51ON-RE616TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH Il GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) R103b.2 AND ASTM C 926. TAYLOR MORRISON PER F.B.C,R 5TH EDITION (2014) R103.6.2.1 WEEP 5CREED6 SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE CORRO51ON-RE516TANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH A5TM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAYED AREAS. THE WEATHER RESISTANT 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) R103b.3 WATER RE515TIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL JOB NUMBER 27002.198 • CAD FILE NAME LOT 46 TB ISSUED 05-18-17 REVISED 00 Cn e-- t`+ r c� INCLUDE A WATER RE516TIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER STUCCO APPLICATION AND CURING PER F.B.C.R 5TH EDITION (2014) R103b.5 OR IN 19 ACCORDANCE WITH ASTM C 926, 111 THORNBROOKE 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS REDRAW NOTES MONO FOOTING, ALUMINUM OVER 2x6 5U5 FA5CIA; 5HINGLE ROOF, ELECTRIC HEAT, 50 GAL. ELECTRIC W.H., PAINTED KNEE WALL5, PAVER DRIVE AND LEAD WALK, PAVER ENTRY, AND ACRYLIC AT LANAI, 054-11 CREATED LOT 5PECIFIC PLAN FOR LOT 46 IN THORNBROOKE 40'5, ELEVATION "5" GARAGE LEFT W1 PLAN OPTION5 INCLUDING: (12) RECE55ED CAN LIGHT5, (2) RAR PENDANT PRE -WIRES, (4) CEILING FAN PRE-WIRE5, DEDICATED ELEC OUTLET, INTERCONNECT IN WALL WIRE CHASE TUBE, CAT 5 E DATA OUTLET, OPTIONAL 51NK AT BATH 2, BONUS ROOM, CALIFORNIA COUNTERTOP, OPTIONAL SINK AT MA5TER BATH, POCKET 5LIDER AT DINING ROOM AND RADIANT BARRIER, PLAN REVISIONS 5TUCCO CONTROL JOINT5: STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063.06 (1.11,4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F. AND DELINEATE AREAS NOT MORE THAT 100 5.F, FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2.1/2 TO 1, A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS 1N BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE DRAWINGINDEX CONSIDERED AS CONTROL JOINTS, EGRE56: I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE65 CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR, THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF RAL NOTES, INDEX, SPECIFICATIONS 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. COV - GENE FLASHING: 'j — 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS, 1 SLAB I N 1 E RFACE PLAN 2. APPROVED CORRO6ION-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 CORR0510N-RE6I5TANT FLASHING SHALL BE 2A1 - MAIN FLOOR PLAN NOTES INSTALLED AT ALL REQUIRED LOCATIONS PER 8103.8. IUINDOIU WATALLATION- IL I DAVI;S BEWS DESIGN GROVP 150 STATE STREET EAST OU)&Mt, FLORMA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • UEr4\,"M C k r.. DWELLING / GARAGE OPENINGS: t^ 0 J •®® a� �® B 2 UPPER FLOOR PLAN DIMENSIONS THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8" IN THICKNESS, 50LID CORE (S.C.) OR HONEYCOMB CORE STEEL DOORS 0 LO Jm�� L NOT LE65 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A SELF-CLOSING DEVICE. 'A s�M Oi Q 2C -- PLAN DETAILS FLOOD ZONE REQUIREMENTS: � N m PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. 3 B 1 — FRONT ELEVATION L cap LL ASPHALT SHINGLES (IF APPLICABLE) : p 0 -0 — ELEVATIONS ROOF PLAN, BUILDING SEC`TION 2AISPHALI SHINGLES SHALL6TANCE OF AONLYLT HBE USED ON ROOF SLOPES OF TWO U - ASPHALT SHINGLES SHALL MTS VER ICALL IN 12 UNI SINSTALLED IN DHORIZONTAL (1:12ANCE WITH 10OR GREATER ro DOR ROOFISLOPES FROM TWO UNITS VERTICAL IN 12 UNITS 3B2� ,rr,r 0 3 C O � °° HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE 11, A5TM D 4869, TYPE II ORco E lL.x 06 6 3 B 3 FLASHING DETAILS TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF t0 0c Idti UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE II, A5TM D 4869, TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 89052.1. �+ z12O - FLASHING I N G DETAILS 3 B4 S CLAY AND CONCRETE TILE (IF APPLICABLE)co \�G ul_ d 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 4A •• MAIN FLOOR ELECTRICAL PLAN RECOMMENDATIONS OF FR5A/TRIFLORIDA HIGH WINE) CONCRETE AND CLAY ROOF TILE INSTALLATION MANUACFIFTH EDITION WHERE THE Vaso 15 DETERMINED IN ACCORDANCE WITH SECTION R3012.13 JOB NUMBER 27002.198 • CAD FILE NAME LOT 46 TB ISSUED 05-18-17 REVISED 00 Cn e-- t`+ r c� INCLUDE A WATER RE516TIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER STUCCO APPLICATION AND CURING PER F.B.C.R 5TH EDITION (2014) R103b.5 OR IN 19 ACCORDANCE WITH ASTM C 926, 111 THORNBROOKE 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS REDRAW NOTES MONO FOOTING, ALUMINUM OVER 2x6 5U5 FA5CIA; 5HINGLE ROOF, ELECTRIC HEAT, 50 GAL. ELECTRIC W.H., PAINTED KNEE WALL5, PAVER DRIVE AND LEAD WALK, PAVER ENTRY, AND ACRYLIC AT LANAI, 054-11 CREATED LOT 5PECIFIC PLAN FOR LOT 46 IN THORNBROOKE 40'5, ELEVATION "5" GARAGE LEFT W1 PLAN OPTION5 INCLUDING: (12) RECE55ED CAN LIGHT5, (2) RAR PENDANT PRE -WIRES, (4) CEILING FAN PRE-WIRE5, DEDICATED ELEC OUTLET, INTERCONNECT IN WALL WIRE CHASE TUBE, CAT 5 E DATA OUTLET, OPTIONAL 51NK AT BATH 2, BONUS ROOM, CALIFORNIA COUNTERTOP, OPTIONAL SINK AT MA5TER BATH, POCKET 5LIDER AT DINING ROOM AND RADIANT BARRIER, PLAN REVISIONS 5TUCCO CONTROL JOINT5: STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063.06 (1.11,4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F. AND DELINEATE AREAS NOT MORE THAT 100 5.F, FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2.1/2 TO 1, A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS 1N BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE DRAWINGINDEX CONSIDERED AS CONTROL JOINTS, EGRE56: I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE65 CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR, THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF RAL NOTES, INDEX, SPECIFICATIONS 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. COV - GENE FLASHING: 'j — 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS, 1 SLAB I N 1 E RFACE PLAN 2. APPROVED CORRO6ION-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 CORR0510N-RE6I5TANT FLASHING SHALL BE 2A1 - MAIN FLOOR PLAN NOTES INSTALLED AT ALL REQUIRED LOCATIONS PER 8103.8. IUINDOIU WATALLATION- ZAZ - MAIN F L00 R PLAIN DIMENSIONS I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDE[) BY THE IL I DAVI;S BEWS DESIGN GROVP 150 STATE STREET EAST OU)&Mt, FLORMA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • UEr4\,"M �.� EST, 1994 - ZAZ - MAIN F L00 R PLAIN DIMENSIONS I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDE[) BY THE MANUFACTURER FOR EACH WINDOW. 2BI - UPPER FLOOR PLAN NOTES ®® �•.p®•• ®® ti;, DWELLING / GARAGE OPENINGS: ®®® •®® a� �® B 2 UPPER FLOOR PLAN DIMENSIONS THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8" IN THICKNESS, 50LID CORE (S.C.) OR HONEYCOMB CORE STEEL DOORS L NOT LE65 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A SELF-CLOSING DEVICE. ® Q 2C -- PLAN DETAILS FLOOD ZONE REQUIREMENTS: V 2; ; z m PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. 3 B 1 — FRONT ELEVATION Q ®®'®®®.®�®® ASPHALT SHINGLES (IF APPLICABLE) : — ELEVATIONS ROOF PLAN, BUILDING SEC`TION 2AISPHALI SHINGLES SHALL6TANCE OF AONLYLT HBE USED ON ROOF SLOPES OF TWO U - ASPHALT SHINGLES SHALL MTS VER ICALL IN 12 UNI SINSTALLED IN DHORIZONTAL (1:12ANCE WITH 10OR GREATER ro DOR ROOFISLOPES FROM TWO UNITS VERTICAL IN 12 UNITS 3B2� � °° HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE 11, A5TM D 4869, TYPE II ORco 6 3 B 3 FLASHING DETAILS TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF W UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE II, A5TM D 4869, TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 89052.1. - FLASHING I N G DETAILS 3 B4 S CLAY AND CONCRETE TILE (IF APPLICABLE)co \�G ul_ d 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 4A •• MAIN FLOOR ELECTRICAL PLAN RECOMMENDATIONS OF FR5A/TRIFLORIDA HIGH WINE) CONCRETE AND CLAY ROOF TILE INSTALLATION MANUACFIFTH EDITION WHERE THE Vaso 15 DETERMINED IN ACCORDANCE WITH SECTION R3012.13 0, OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER F.B.C.R 5TH EDITION 12014) R90533 SHALL CONFORM WITH ASTM D 226, TYPE 11; ASTM D 2626, TYPE 11; OR A5TM p 1910 OR ASTM p 6380, CLASS M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE B — UPPER FLOOR E L E T R�" C /`/`-�L P z 0 J. INSTALLATION MANUAL, FIFTH EDITION WHERE THE Vaso 15 DETERMINED IN ACCORDANCE WITH SECTION R306.13 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120, -1' t�"�N CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE) : I. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOOF AND MUST BE 2'-0" HIGHER THAN THE ROOF OR RIDGE THAT 1510-0" AWAY OR CLOSER. TUB AND 5HOWER AREAS: I. CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, Ci325, OR C1116 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 THICKNE55 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 TERMITICIDES SHALL BE APPLIED INSIDE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL D15CHARGE 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 LESS THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURN15HED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2, MECHANICAL APPLIANCES SHALL BE ACCESSIBLE 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 %%0 REVIEWED POR CODE COMPLIANCE (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 51DE TO SERVICE AN APPLIANCE. PLANS EXAMINER 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. "26 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. - I.L. I 1 4. FOUNDATIONS AND 5UPPORT6 FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FIN15HED GRADE AND SHALL ALSO CONFORM TO THE DATE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN, CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT SANFORD BUILDING DIVi I N OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF 5ECTION5 M1411.3. A PERMIT ISSUED SHALL BE CONSTRUED TO BEA LICENSE TO PROCEED WITH THE WORK AND NOT AS EXHAUST FANS AND VENTING. AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET (.OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE O ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT VENT OR CRAWL SPACE. THE BUILDING OFFICIAL FROM THEREAFTER 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE • • REQUIRING A CORRECTION OF ERRORS IN PIANS; OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. .CONSTRUCTION OR VIOLATIONS OF THIS CODE 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST COMPACTION TEST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND L15TED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF 2200 REQUIRED 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 ITE Q SHALL ADJACENT TO WHERE DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCE5515LE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL BE PLACED .Results to be Verified THE EXHAUST DUCT ENTERS THE WALL, THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST 5Y5TEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." r--���••• at Slab Inspection 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. TITLE • COVER SHEET ATTENTION GENERAL CONTRACTOR / BUILDER: GENERAL NOTES # 1 % - 1 9 4 8 155UANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT _ �0k-DA/O 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 U.• SANFORD OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE RESPONSIBLE. REV, 09-29.2016 Of SHEET II Luv .II G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARACzE TAYLOR MIORRI50N U5E5 BORA-CARE TO TREAT THE INTERIOR FRAMED WALL5 TO PREVENT 5UBTERRANEAN TERMITES I -"---_l 2' 0" 131-6"x3'-6" A/C I PAD (5EE MECH. (CONTRACTOR FOR LOC.) �( + H.B. 1. PAVER DRIVE / LEAD WALK 3'-(d 16'-011 SLAB INTERFACE PLAN GARAGE LEFT N X m .F 180 STATE STREET EAST OUXMM, MORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W'W W DAVISBEWS.COM TAMPA + DENVER EST. 1994 F_— r U) J0�00 4" P.V.C. O JMh� GC, VERIFY ACRYLIC. Vi l 2N0M - N A L Do1LM ON LANAI O VERIFY LOCATION 0-j EO � E � -D rn OF A.H, 3/4" P.V.C. g f+ 0 zN2lot CONDENSATION DRAIN BY a �. PLUMBER ELEVATION 4'-4" 2'-5" 8'-3" l-) 0'-4" 4'-6" «� RECE55 FOR POCKET 5LIDER Q 5B 3A3 PROVIDE CONDUIT IN 5LA5 FOR ISLAND ELECTRIC 51NK D.W. W/ D15P. REFERENCE - ELEVATION co w0' -O" PROVIDE WATER !� LINE FOR ICE MAKER --`� '1 4" P.V.C.- - OPT., REF. =_ A.H. LINES - - - - FROM UPPER FLOOR 6'-10" 41L')F-2111'-10" 15'-10" cn �o I 1 SII �I SII oil a., ELEVATION l -) 0'-4" i z O ELEVATION l 10'-4" PAVERS I I I I I C.J. I ---------------------------I------------_- I -__ ------ I I � I allVQC Qu 1 -Qi D O V I I � I 6, AA I 3A3 N — 8" I 20'-8" i 8" HID, I OL ELEVATION m 1 1/2" RECE55 FOR CSAR. DR. PAVER DRIVE / LEAD WALK 3'-(d 16'-011 SLAB INTERFACE PLAN GARAGE LEFT JOB NUMBER 27002.198 CAD FILE NAME LOT 46 TB ISSUED 05-18-17 REVISED X m .F 180 STATE STREET EAST OUXMM, MORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W'W W DAVISBEWS.COM TAMPA + DENVER EST. 1994 F_— r U) J0�00 O JMh� Vi l 2N0M N L Do1LM O 0-j EO � E � -D rn _m �o ro� f+ 0 zN2lot JOB NUMBER 27002.198 CAD FILE NAME LOT 46 TB ISSUED 05-18-17 REVISED ®®®`111111111P ®® LL ®o °Z 0 LLI" o co •® 5 � m ® 111111111® "ccr CNIJ ' z u- co a z 00. ce. V me 00 ■ ,%o 0 0 2200. • TITLE • SLAB INTERFACE PLAN • SHEET • DAVIS BEWS DESIGN GROVP 180 STATE STREET EAST OUXMM, MORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W'W W DAVISBEWS.COM TAMPA + DENVER EST. 1994 F_— ®®®`111111111P ®® LL ®o °Z 0 LLI" o co •® 5 � m ® 111111111® "ccr CNIJ ' z u- co a z 00. ce. V me 00 ■ ,%o 0 0 2200. • TITLE • SLAB INTERFACE PLAN • SHEET • ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER FB.C.R. - 5TH EDITION (2014). m Na VENT TO OUTSIDE DIRECT DRYER VENT HAN5EN - BOX 3'-0°64° A/C PAD (SEE MECH. CONTRACTOR FOR LOC.) I------1 3' -6"x3' -h" A/C I PAD (SEE MECH.1 (CONTRACTOR I 25 514. OLOC.) 25 5H. H.B. + HD. AT 8'-0" L!! — —HI). AT V-011 1'.OM. 9'-4" A.F.F. LINE OF SECOND FLOOR ABV. [:PAv T.O.M. 9.4 APR m cA :3� Q I Y 1 1\ 1 -4" PLT. HT. �e 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 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 IS LOCATED, OPERABLE 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER FB.C.R. - 5TH EDITION (2014) R3122 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 HEADER ' TYPICAL MASONRY VATION) I WINDOW SCHEDULE 2.425 5.F. WINDOW WIDTHS TOM. 2'-0" x 9?....-. 4 20" 21" 31" 53" cn TOTAL 5Q. Ft, WINDOW CALL -OUTS M r N r L• RADIANT BARRIER Q ( 26" 1� 12 5H 1/2 32 5N 22 5H 32 5H Lu og�r; = 39" 9 13 5N 1/2 33 5N 23 5N 33 5N J 0 51" 14 5H 1/2 34 5N 24 5H 34 5N Z 63" © 15 5H 1/2 35 5N 25 5N 35 5W I-1 Z 12" 3: 16 514 1/2 36 5N 26 5N 36 5H G.C. VERIFY MA50NIRY OPENING5 FOR ALL WINDOWS, w WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER MANUFACTURE 5PECIFICATION5. z REFER TO FLOOR PLANS FOR STYLE OF WINDOW U5ED (51NGLE HUNG -51-1, CA5EMENT- C5MT, OR FIXED GLA55- F.G) m Na VENT TO OUTSIDE DIRECT DRYER VENT HAN5EN - BOX 3'-0°64° A/C PAD (SEE MECH. CONTRACTOR FOR LOC.) I------1 3' -6"x3' -h" A/C I PAD (SEE MECH.1 (CONTRACTOR I 25 514. OLOC.) 25 5H. H.B. + HD. AT 8'-0" L!! — —HI). AT V-011 1'.OM. 9'-4" A.F.F. LINE OF SECOND FLOOR ABV. [:PAv T.O.M. 9.4 APR m cA :3� Q I Y 1 1\ 1 -4" PLT. HT. �e 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 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 IS LOCATED, OPERABLE 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER FB.C.R. - 5TH EDITION (2014) R3122 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 HEADER ' FLAT HEADER VATION) I AT 1'-0" A.F.F. 2.425 5.F. GARAGE TOM. 2'-0" x 9?....-. 4 CM.U. COL. S.F. A.F.F. REINFORCED W/ S.F. TOTAL 5Q. Ft, (3) S BARS M r N G.C. VERIFY L• RADIANT BARRIER Q HATCHING LEGEND INSULATE WALL MAIN FLOOR 998 5.F, UPPER FLOOR 1421 S.F. TOTAL LIVING 2.425 5.F. GARAGE 510 S.F. LANAI 150 S.F. ENTR'1 53 S.F. TOTAL 5Q. Ft, 3138 5.F, MAIN FLOOR PLAN NOTES_ GARAGE LEFT • JOB NUMBER 27002.198 • CAD FILE NAME LOT 46 T6 ISSUED 05-18-17 REVISED x ro w I50 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX WWW.DAVISBEWS.COM TAMPA • DENVER il. L O to O ..l O .j 0) 0 fA M r N L• 0 0 1� 0 r-0 E og�r; • JOB NUMBER 27002.198 • CAD FILE NAME LOT 46 T6 ISSUED 05-18-17 REVISED ®%%%I®1 n =p e •ori Z Vie• �+ �o ale '�®I�' �®•••••s•• ®®®11186111 ®® CL M 00 � 00 .+ 0 Z uj c -1 co 2:, -LL LL a 0 0 rrllo (1) PMN4 nr! 00 0 J 0 2200 • TITLE • MAIN FLOOR PLAN NOTES II 2A 1 II DAVIS BEWS DESIGN GKOVP I50 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX WWW.DAVISBEWS.COM TAMPA • DENVER 1994 �-- ®%%%I®1 n =p e •ori Z Vie• �+ �o ale '�®I�' �®•••••s•• ®®®11186111 ®® CL M 00 � 00 .+ 0 Z uj c -1 co 2:, -LL LL a 0 0 rrllo (1) PMN4 nr! 00 0 J 0 2200 • TITLE • MAIN FLOOR PLAN NOTES II 2A 1 II 1.111], 'Al LV LIQ Iu,1it J_ l'�.11l'LPI �I 15'-0" I' 4" 12'-4" A 3' 0" 16'-0" M.O. 3'-0" 811 5'-8 " 221-011 81.011 s REFER TO 5NEET 2AI FOR MAIN FLOOR PLAN UJ/ NOTE5 <r x to M DESIGN GROVP C Lo 00100 � 150 STATE STREET EAST OLDSTMR, FLORIDA 34677 0 813. 925. 1800 FAX DAVISBEWS.CAM imDENVER..1994 r,•� D �I/ REFER TO 5NEET 2AI FOR MAIN FLOOR PLAN UJ/ NOTE5 JOB NUMBER 27002.198 • CAD FILE NAME LOT 46 TB ISSUED 05-18-17 REVISED DAVISIG I x to DESIGN GROVP C Lo 00100 � 150 STATE STREET EAST OLDSTMR, FLORIDA 34677 0 813. 925. 1800 FAX DAVISBEWS.CAM imDENVER..1994 r,•� D �I/ co 00 > 5 M L ` .J oELL 0 'o rirr 0 3 O LL Y W;: C4 � 0 roh 000 ZN20q JOB NUMBER 27002.198 • CAD FILE NAME LOT 46 TB ISSUED 05-18-17 REVISED DAVISIG I MAIN FLOOR PLAN DIMENSIONS GARAGE LEFT • 77TLE • MAIN FLOOR PLAN DIMENSIONS II 2A2 BEWS DESIGN GROVP 150 STATE STREET EAST OLDSTMR, FLORIDA 34677 813.925.1300 TEI. 813. 925. 1800 FAX DAVISBEWS.CAM imDENVER..1994 r,•� MAIN FLOOR PLAN DIMENSIONS GARAGE LEFT • 77TLE • MAIN FLOOR PLAN DIMENSIONS II 2A2 ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER FB.C.R. - 5TH EDITION (2014). 3 - 3050 5H. Hp, AT 1'•2" * EGRE56 MASTER SUITE 14'-4"x13'-0" 8'-0" FLAT CLG. 4I --------------- 1 i BB R/5 3A3 — — ----- ---� D ARCHFROM L 6'-8" TO 1'-4" 2-8x6-5 PKT. UB DEN 8 -0 8' 0' I � i N O I= r 20" H. CLG. ARCH FROM CLG. o TUB DECK 6' 8" TO 1'-4" L — J SEE SHEET 2G 2-6x6-5 A/C p FOR TUB/SHWR a �' CHASE DETAIL N — — — — — —,- — �— — — — —.,. � N TEMP. GL. ON _ — — 42" H. LOW WALL R/5 W/ MARBLE CAP 24" GL. -- — — — — sEar 6HOWER HEAD M. BATH �' PROVIDE _1AZ �j 8 0 PAN AND DRAIN CLG. UNDER A.H.U. TILE 8' 0" SHOWER 2-86-4 x � TURN STUDS A/N BEROW 42" H. BONUS' ROOM Q 1-7'- 4 20'_ 0 -I " TYPICAL WOOD FRAME LOW WALLA OPT. 42" H. 8'-Q" FLAT CLG. WINDOW SCHEDULE 10'-0"x11'-10" WINDOW WIDTHS LOW WALL RAILING O 20" 24" 3611 48" OPT. 36" H. RADIANT BARRIER ATH 2" * EGRE65 WINDOW CALL -OUTS 2 - 3050 5H. RAILING 2 >.JN Hp. AT T-2" REFER TO SHEET L L• (,a`LLC9 (a 20" I818 F.G. 2018 F.G. 3018 F.G. 4018 F.G: W E�� U.4 DOWN _ 24" 1820 F.G. 2020 F.G. 3020 F.G. 4020 F.G. J Y O 36" 1830 5H 2030 5H 3030 5H 4030 5H �a Z 48° 0 1840 5H 2040 5H 3040 5H 4040 5H '—' z BATH 2 BFI) 60" 3 1850 5H 2050 5H 3050 5H 4050 5H 71? 1860 5H 2060 5H 3060 5H 4060 5H Hp, AT 6'-0" G.C. VERIFY MA50NRY ORENING5 FOR ALL WINDOW5, Lu 8'-0" FLAT CLG. WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER 8MANUFACTURE 5PECIFICATION5. z I REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW U5ED (51NGLE HUNG -5H, CASEMENT- CSMT, OR FIXED J 2-6x6-8 M. GLA55- F.G) 3 - 3050 5H. Hp, AT 1'•2" * EGRE56 MASTER SUITE 14'-4"x13'-0" 8'-0" FLAT CLG. 4I --------------- 1 i BB R/5 3A3 — — ----- ---� D ARCHFROM L 6'-8" TO 1'-4" 2-8x6-5 PKT. UB DEN 8 -0 8' 0' I � i N O I= r 20" H. CLG. ARCH FROM CLG. o TUB DECK 6' 8" TO 1'-4" L — J SEE SHEET 2G 2-6x6-5 A/C p FOR TUB/SHWR a �' CHASE DETAIL N — — — — — —,- — �— — — — —.,. � N TEMP. GL. ON _ — — 42" H. LOW WALL R/5 W/ MARBLE CAP 24" GL. -- — — — — sEar 6HOWER HEAD M. BATH �' PROVIDE _1AZ �j 8 0 PAN AND DRAIN CLG. UNDER A.H.U. TILE 8' 0" SHOWER 2-86-4 x � TURN STUDS A/N BEROW 42" H. BONUS' ROOM Q 1-7'- 4 20'_ 0 -I " 36" H. LOW WALLA OPT. 42" H. 8'-Q" FLAT CLG. 10'-0"x11'-10" LO r0 00 toO LOW WALL RAILING O Lo co BEDROOM 3 G.C. VERIFY 3050 6H. 30 OPT. 36" H. RADIANT BARRIER ATH 2" * EGRE65 am N 1 2 - 3050 5H. RAILING 2 >.JN Hp. AT T-2" REFER TO SHEET L L• (,a`LLC9 25 FOR FLOOR PLAN LANDING 00 ti: OJ c E�� U.4 DOWN 0 g z lot LANDING Y R/S �a BATH 2 BFI) ci s' 0' CLG. BEDROOM 2 (2)1'4' x T -s" F.G. 12'-0"x10'-0" Hp, AT 6'-0" 8'-0" FLAT CLG. ABV. SECOND F.F. TILE GPT, J 2-6x6-8 M. R/5 � i FRAME CLG. 4-0x6.8— WALL BFDcv R/S I------ —J s 5.0x6-8 BFp AA ° JOB NUMBER 27002.198 • CAD FILE NAME LOT 46 TB ISSUED 05-18-17 REVISED DAVIS SEWS DESIGN GROVP 150 STATE STREET EAST TRUSSES OUXMA& FLORMA 34677 813.925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM T • T>ENVEP_ 1994 / +: e°O� 0) _o LL! : o ¢� ° .. r °. cc CL �= a00 � Z ria LLr 0 on 00 V pmmqnoo 00 J O �mrww�ru 2200 IIYe/{ALH I IVIY ATTIC ACCESS DETAIL SCALE 1/2" I' -m" CLEAR 013ENING 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 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 IS LOCATED, OPERABLE 6ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE. SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C., - 5TH EDITION (2014) 8312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C., - 5TH EDITION (2014) 8312.2 3A3 BEDROOM 4 x 0 w 10'-0"x11'-10" LO r0 00 toO 8'--0" FLAT CLG. O Lo co BEDROOM 3 G.C. VERIFY 3050 6H. 30 Ci CD i 0fA�CM RADIANT BARRIER ATH 2" * EGRE65 am N 1 2 - 3050 5H. 6 2 >.JN Hp. AT T-2" REFER TO SHEET L L• (,a`LLC9 25 FOR FLOOR PLAN L- 00 ti: OJ c E�� U.4 J Z m 0 g z lot ° JOB NUMBER 27002.198 • CAD FILE NAME LOT 46 TB ISSUED 05-18-17 REVISED DAVIS SEWS DESIGN GROVP 150 STATE STREET EAST TRUSSES OUXMA& FLORMA 34677 813.925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM T • T>ENVEP_ 1994 / +: e°O� 0) _o LL! : o ¢� ° .. r °. cc CL �= a00 � Z ria LLr 0 on 00 V pmmqnoo 00 J O �mrww�ru 2200 IIYe/{ALH I IVIY ATTIC ACCESS DETAIL SCALE 1/2" I' -m" CLEAR 013ENING 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 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 IS LOCATED, OPERABLE 6ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE. SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C., - 5TH EDITION (2014) 8312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C., - 5TH EDITION (2014) 8312.2 UPPER FLOOR PLAN NOTES GARAGE LEFT • TITLE • UPPER FLOOR PLAN NOTES II 2B1 II 3A3 BEDROOM 4 10'-0"x11'-10" 8'--0" FLAT CLG. BEDROOM 3 G.C. VERIFY 3050 6H. 30 11 -0 x10 -4" RADIANT BARRIER ATH 2" * EGRE65 8'-0" FLAT CLG. 2 - 3050 5H. I Hp. AT T-2" REFER TO SHEET I * EGRE55 25 FOR FLOOR PLAN L- W/ DIMENSIONS UPPER FLOOR PLAN NOTES GARAGE LEFT • TITLE • UPPER FLOOR PLAN NOTES II 2B1 II �1� _l� l�l�l l!�'' ILI'lI III III ICl 11!1'1111"I'I I I ' it REFER TO SHEET 2A FOR FLOOR PLAN W NOTES UPPER FLOOR PLAN DIMENSIONS 5CALGARAGE LEFT JOB NUMBER 27002.198 CAD FILE NAME LOT 46 TB ISSUED 05-18-17 REVISED x �o ro DAVIS BEWS DESIGN GROW J 'o 0 MM V/ o�MM 150. STATE STREET EAST OM MAR, FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W VW.DAVISBEWS.COM L �jN J T • DENVER T. 1994 Lo L LL L e 00 pan ^►1 O Z T W ��... � 0 j CO � ®►lrrlllal E W 0 }� Z 04 00 V pm�l JOB NUMBER 27002.198 CAD FILE NAME LOT 46 TB ISSUED 05-18-17 REVISED .2200 , • T1 TLE • UPPER FLOOR PLAN DIMENSIONS wl • SWEET • 2B2. DAVIS BEWS DESIGN GROW 150. STATE STREET EAST OM MAR, FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W VW.DAVISBEWS.COM T • DENVER T. 1994 �®®�®Illlllllff e ^►1 O Z T W ��... 00 ®►lrrlllal W 0 00 V pm�l 00 1 0 d�' J 0 �j -- wi* .2200 , • T1 TLE • UPPER FLOOR PLAN DIMENSIONS wl • SWEET • 2B2. LOW WALL LOW WALL M. BEDROOM CLOSET MA5TER CLOSET F.F. LINE BEYOND HALLWAY FIN15H FLOOR BEYOND – — — - — -- FLOOR SYSTEM -- DINING ROOM CLG. BEYOND FH OPEN PEN TO 0 KITCHEN DINING KITCHEN171 Irl Ir LIVING4 E DINING ROOM COL. DINING ROOM COL. (A�DMNING SCALE: I/4" = V-01' ALL GUARDRAILS AND HANDRAILS TO COMPLY WITH FBG 8351 AND TABLE 8301.5 PER F.B.C.R. - 5TH EDITION (2014). UNDER -FAIR PROTECTION ENCL05ED ACCE561BLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCL05ED 51DE W/ 1/2 INCH GYPSUM BOARD PER F.P.C.R, 5TH EDITION (2014) 8302.1 STAIR NOTE5 RAILING BALUSTERS SHALL BE SPACED 50 THAT A 4" SPHERE CANNOT PASS THROUGH. HANDRAILS HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP R15ER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAIL5 ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LE55 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAILS. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA 3 TREADS AT 10.00" EACH 42" H LOW WALL 2 5 0 STAIR SECTION $CALE:1/4" : 14il 2x STRINGERS .8x BFD 12 TREADS AT 10.00" EACH LANDING DINING ROOM COL. CSCALE: 1/4" - 1'-0" 3/4" PLYWID. I t COLUMN BASE N 112„ ~ 42" H. DRYWALL G.C. VERIFY — —O DECKING BEAM TI POP-UP OUTLETS TILE REQ'p. SHOWER i FLOOR SYSTEM CHAMFER W/ ROUNDED , TOP OF °G MIN. HEAD / 36" H. 1" LOW WALL CASING N ai -, N CLEARANCE / CONTINUOUS PLAN VIEW 2x STUDS (PER G1 in • STD. GRASPABLE (TYP.) ca LD —.0 BASE 6'o 0� �0 RAILING 1/I6" O.S.B. U. Y cm (2) 26 I" NOSING—•� (2) 2x8 I/2" DRYWALL LEDGERS a (TYP.) BEAMS (TYP.) a^� —I— – ITYPJ d- � I I ( I I I 2x TREADS AND Ix RISERS (TYPJ 2 5 0 STAIR SECTION $CALE:1/4" : 14il 2x STRINGERS .8x BFD 12 TREADS AT 10.00" EACH LANDING DINING ROOM COL. CSCALE: 1/4" - 1'-0" CHAMFER CORNERS CEILING LINE a 19 CROWN DRYWALL PAINTED SAND WRAPPED TRIM BD. CAP FIN15H COLUMN W/ AND BASE ROUNDED (SEE COL. ROUNDED CORNER CORNER SIDE VIEW BEAD BEAD --� `DETAIL) 1A t COLUMN BASE N 112„ ~ 42" H. DRYWALL G.C. VERIFY — —O SHIM A5 TI POP-UP OUTLETS TILE REQ'p. SHOWER I -- CHAMFER W/ ROUNDED , TOP OF °G CORNERS CORNER BEAD 1" LOW WALL CASING N ai -, N PLAN VIEW 2x STUDS (PER G1 in • STD. PLAN) ca LD —.0 BASE 6'o 0� �0 CABINET 1/I6" O.S.B. U. Y cm BACKING ;N m 6. i 000 I/2" DRYWALL CALI. TOP SCALE: 1/2" - 1'-0" CHAMFER CORNERS CEILING LINE a 19 CROWN DRYWALL PAINTED SAND WRAPPED TRIM BD. CAP FIN15H COLUMN W/ AND BASE ROUNDED (SEE COL. ROUNDED CORNER CORNER SIDE VIEW BEAD BEAD --� `DETAIL) DINING ROOM COLUMN DETAIL 1A t COLUMN BASE N 112„ ~ 42" H. DRYWALL — —O TRIM TI LOW WALL BELOW TILE 0 SHOWER I -- CHAMFER W/ ROUNDED , TOP OF °G CORNERS CORNER BEAD � Gcm LOW WALL sm N ai -, N PLAN VIEW SIDE VIEW G1 in • DINING ROOM COLUMN DETAIL TOP OF SNCL, 6 -2 TEMPERED CORIAN GLA55 CAPENCL. 11/2" TILE BACK - SPLASH TILE SHOWER TEMP, GL, ON 42" H. Ij� TUB DECK LOW WALL W/ CORIAN CAP TILE � GARDEN TUB BEYOND FIN15H FLOOR SECTION T� TILE SHOWERITUB DETAIL - TSCALE: 1/4" I'-0" PLAN SCALE: 1/4" = 14" GARAGE LEFT DETAILS - 0 GARDEN o1 TUB N 0 — —O r TI TILE 0 SHOWER TOP OF SNCL, 6 -2 TEMPERED CORIAN GLA55 CAPENCL. 11/2" TILE BACK - SPLASH TILE SHOWER TEMP, GL, ON 42" H. Ij� TUB DECK LOW WALL W/ CORIAN CAP TILE � GARDEN TUB BEYOND FIN15H FLOOR SECTION T� TILE SHOWERITUB DETAIL - TSCALE: 1/4" I'-0" PLAN SCALE: 1/4" = 14" GARAGE LEFT DETAILS - • JOB NUMBER 27002.19$ • CAD F1LE NAME LOT 46 TS' ISSUED 05-18-17 REVISED K ro 150 STATE STREE"C EAST OUXMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX AVISBEWS.C.OM T • DEN'VER. r LO r UoLOO 0 L0 N J%'OT , ''ww V/ � Gcm sm N ai -, N �L .. G1 in • O O ca LD —.0 6'o 0� �0 U. Y cm ;N m 6. i 000 T� Z N G • JOB NUMBER 27002.19$ • CAD F1LE NAME LOT 46 TS' ISSUED 05-18-17 REVISED ®®®elrrreel ® r ®��s d� •®.®.•• a: 0) 7-4 LL 0 z 00 V 0 me, 0 0 J oil 2200 TITLE • PLAN DETALS • SHEET • DAVIS BEWS DESIGN GROVP 150 STATE STREE"C EAST OUXMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX AVISBEWS.C.OM T • DEN'VER. 1994 ®®®elrrreel ® r ®��s d� •®.®.•• a: 0) 7-4 LL 0 z 00 V 0 me, 0 0 J oil 2200 TITLE • PLAN DETALS • SHEET • 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING NOTE: z THIS DETAIL SHOWS THE TYPICAL THICKNESS W OF ALL RAISED TEXTURED FIN15H BANDING AND SAND FINISHED KEY5TONE5 (WHERE x } APPLICABLE) IF THICKNE6515 TO BE "' DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R 5TH 3/4" EDITION (2014) R1031o.1 AND ASTM C 1063. THICK THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) 8103.6.2 AND A5TM C 926, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE; 3" - 1'-0" �c CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS 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 5ECTION6 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.G.R. - VH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDE[), SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F-5-C.R. - 5TH EDITION (2014) 83122 6 12 L SHINGLE 2 6 12 `]6 ROOF 6 1� GC, VERIFY Lu SHINGLE ALUMINUM OVER ROOF24 5UB-FA5CIA SHINGLE (TYPICAL) PLT. HT. PLT. HT. 800E / PLT. HT. STUCCO FIN15H Zo 6" BANDING (TYP.) * r- 4" BANDING (TYP.) G G STUCCO m FIN15H N 6" BANDING SECOND F.F. LINE SECOND F.F. LINE ----STUCCO (TYP,) SHINGLE SECOND FF. LINE FIN15H -- ROOF SHINGLE T.O.M. ROOF -- T.O.M. SAND FINISH 6" BANDING -- m QUION (TYPJ 6" BANDING (TYP.)C1 ❑ Cl ❑�IE❑ SAND FINISH SAND cp QUION5 [71 El 171 El 171 E❑ FIN15H (TYR) QUIONS El El F7 F7 171 ❑ (TYR) MAIN FF. LINE 1 ;[711_;F� _ _..._ — �t --k © COPYRIGHT 2014, TAYLOR MORR15ON TEMP. GRADE LINE -/SIDE GRADE LINE (ASSUMED) LT. (ASSUMED) FRONT ELEVATION SCALE: 1/4" = 1'-0" • JOB NUMBER 27002.198 CAD FILE NAME LOT 46 T8 ISSUED 05-18-17 REVISED IMI ELEVATION "B" GARAGE LEFT x Undo QID � 'A ��j�M DAVIS1B3 CAM T • DENVER T.1 r Y/ d � L >.>_jM 6 L OaLL sc co .. 4 z 0 uj C i p 0 :2 Z lie Z % 00 .., •®,®g ® ?R ® rr���l►rr® , 4- 00 ti O L,05z120 0 • JOB NUMBER 27002.198 CAD FILE NAME LOT 46 T8 ISSUED 05-18-17 REVISED IMI ELEVATION "B" GARAGE LEFT 2200=0A • TI TLE • FRONT ELEVATION II 3B1 II 0 0 �5 oo Co 0 � C7� M w 0 Z uj U c _J -� LL co DAVIS BEWS DESIGN GROVP 150 STATE SIREE'1" EAST O1 )SWA, FLORIDA 39677 813. 925. 1300 TEL 8 92S . 1800 FAX DAVIS1B3 CAM T • DENVER T.1 r sc co .. 4 z 0 uj C i lie Z % .., •®,®g ® ?R ® rr���l►rr® , 0 00z 00 01 o �j 2200=0A • TI TLE • FRONT ELEVATION II 3B1 II 0 0 �5 oo Co 0 � C7� M w 0 Z uj U c _J -� LL co I I I'I �' � III'.I ,�IaIC'lll �VL.LiIVI V.IllI I I I UPPER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA =1487 SQ. FT. 1300 = 4.96 SQ. FT. X 144 = 714 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 356.88 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 3 TOTAL SOFFIT VENTILATION NEEDED 69 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 OFF -RIDGE i y� VENT (TYP) 0 I I I I I I � TYP. x 0 OC I OVERHANG I I aft 925.1300 TEL. I I I I I AT NIP SAND -9 � FINISH LANAI ROOF r -4 w (UN.O.) O " •p VENT REQUIREMENTS :. FINISH --------------- — --- QUIONS ----------- ---- —� ENTRY ROOF VENTILATION CALCULATIONS /TEXTURED I I RETURN AT 51DE5 ATTIC AREA =150 SQ. FT. / 300 = 0.50 SQ. FT. r I a I I I VENTILATION CALCULATIONS. X 144 = 72 SQ. IN. � � I 1 u j 6:12 I AA 3B3 X 144 = 25 SQ. IN. R i HALF AT UPPER 2/3 ROOF VENTS = 36.00 SQ, IN. HALF AT UPPER 2/3 ROOF VENTS =12.72 SQ, IN. I I OVERHANG I # UPPER 2/3 ROOF VENTS REQUIRED =1 # UPPER 2/3 ROOF VENTS REQUIRED =1 j I AT GABLE i I TOTAL SOFFIT VENTILATION NEEDED 7 SQ. FT. I 6:12 I (UN.D.) GARAGE ROOF— G.C. VERIFY 6:12 RADIANT BARRIER BB i _•— •� ------------------- OF VENTILATIONEQUIRE UPPER 3B3 I 2/3 OF ROOF 15 REQUIRED Q ROOF I � I SCALE: 1/8" - 1411 UPPER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA =1487 SQ. FT. 1300 = 4.96 SQ. FT. X 144 = 714 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 356.88 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 3 TOTAL SOFFIT VENTILATION NEEDED 69 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 OFF -RIDGE i y� VENT (TYP) 0 I I I I I I I I N 6:12 s; I I r------- I � I I x 0 OC I _ I I aft 925.1300 TEL. I I I I I T • E3ETWER. I I I N 6:12 s; I I r------- 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RA15ED SAND FINISH TEXTURED BANDING I � I I x 0 _ FLORDA 34677 aft 925.1300 TEL. I =FAX \ T • E3ETWER. SAND � FINISH r -4 w O " •p I :. FINISH LLY ro0) ITYP.) QUIONS J- m 15 ENTRY ROOF uj /TEXTURED QUIONS (TYPJ RETURN AT 51DE5 VENT REQUIREMENTS r a I MAIN FF: LINE VENTILATION CALCULATIONS. - - _ _ _�_ - - ATTIC AREA = 53 SQ. Fr. 1300 = 0.18 SQ. FT. j 6:12 I AA 3B3 X 144 = 25 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS =12.72 SQ, IN. ----------- si # UPPER 2/3 ROOF VENTS REQUIRED =1 I I TOTAL SOFFIT VENTILATION NEEDED 3 SQ. FT. GARAGE ROOF— G.C. VERIFY VENT REQUIREMENTS RADIANT BARRIER NO ADDITIONAL 50. IN. OF VENTILATIONEQUIRE UPPER 2/3 OF ROOF 15 REQUIRED ROOF PLAN SCALE: 1/8" - 1411 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RA15ED SAND FINISH TEXTURED BANDING INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.G.R - 5TH 3/4" EDITION (2014)R103.6.1 AND A5TM C 1063, THICK THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) 8103.62 AND A5TM C 926, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = 1'-0" CLEAR OPENING HEIGHTS IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOUDEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES A50VE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED, OPERABLE 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 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 F.B.C.R - 5TH EDITION (2014) 83122 12 12 12 SHINGLE D6 ROOF 12 SHINGLE Q6 6G� ROOF� PLT. HT, LT. NT, - — STUCCO STUCCO CID TEMP. FINISH TEMP, STUCCO 811 FIN15H «� r OBS, FINISH (TYP.) SECOND F.F. LINE �l 12 SECOND F.F. LINE T.O.M. 6 T.O.M. - — 24 11 — '�' ap (TYP.) SAND co RETURN FINISH b /TEXTURED TEXTURED AT 51pE5 `r FINISH � � FINISH QUIONS MAIN FF. LINE l MAIN F.F. LINE GRADE LINE (ASSUMED) LEFT ELEVATION SCALE: 1/6" - I' -Olt REFER TO COVER SHEET GENERAL NOTES FOR ROOFING UNDERLAYMENT REQUIREMENTS FOR ROOF 12 ,/ PITCHES L *5 THAN 4* 6� 2SWINGLE 612 12 6 ROOF � SINGLE PLT. HT. PLT. HT. CQ SECOND F.F. LINE SHINGLE SECOND FF, LINE T.OM: _ ROOF T.O.M. v cA � v7 —► o� cA cA MAIN F.F. LINE TEMP, MAIN FF. LINE _ GRADE LINE (ASSUMED) REAR ELEVATION SCALE: 1/8" - II -OWI REFER TO COVER SHEET GENERAL NOTES FOR 12 12 SHINGLE ROOFING UNDERLAYMEN' 6 E LSHINGLE �6 ROOF REQUIREMENTS FOR ROC 12 IE PITCHES LESS THAN 4:12 6 SHINGLE 6� ROOF 7 �12�6 �k PLT. HT, PLT. HT. _ /STUCCO /STUCCO c , 811 ZSTUCCO co FINIS FINISH (TYP.) FIN15H co 12 SECOND FF, LINE _ 6 IE SECOND F.F. LINE 3 _SECOND FF. LINE TDM. _ T.OM. - M cl? I SAND —\p x 0 LO r0 FLORDA 34677 aft 925.1300 TEL. o =FAX \ T • E3ETWER. SAND � FINISH w O " •p Lu :. FINISH LLY ro0) ITYP.) QUIONS J- m 15 uj /TEXTURED INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.G.R - 5TH 3/4" EDITION (2014)R103.6.1 AND A5TM C 1063, THICK THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) 8103.62 AND A5TM C 926, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = 1'-0" CLEAR OPENING HEIGHTS IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOUDEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES A50VE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED, OPERABLE 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 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 F.B.C.R - 5TH EDITION (2014) 83122 12 12 12 SHINGLE D6 ROOF 12 SHINGLE Q6 6G� ROOF� PLT. HT, LT. NT, - — STUCCO STUCCO CID TEMP. FINISH TEMP, STUCCO 811 FIN15H «� r OBS, FINISH (TYP.) SECOND F.F. LINE �l 12 SECOND F.F. LINE T.O.M. 6 T.O.M. - — 24 11 — '�' ap (TYP.) SAND co RETURN FINISH b /TEXTURED TEXTURED AT 51pE5 `r FINISH � � FINISH QUIONS MAIN FF. LINE l MAIN F.F. LINE GRADE LINE (ASSUMED) LEFT ELEVATION SCALE: 1/6" - I' -Olt REFER TO COVER SHEET GENERAL NOTES FOR ROOFING UNDERLAYMENT REQUIREMENTS FOR ROOF 12 ,/ PITCHES L *5 THAN 4* 6� 2SWINGLE 612 12 6 ROOF � SINGLE PLT. HT. PLT. HT. CQ SECOND F.F. LINE SHINGLE SECOND FF, LINE T.OM: _ ROOF T.O.M. v cA � v7 —► o� cA cA MAIN F.F. LINE TEMP, MAIN FF. LINE _ GRADE LINE (ASSUMED) REAR ELEVATION SCALE: 1/8" - II -OWI REFER TO COVER SHEET GENERAL NOTES FOR 12 12 SHINGLE ROOFING UNDERLAYMEN' 6 E LSHINGLE �6 ROOF REQUIREMENTS FOR ROC 12 IE PITCHES LESS THAN 4:12 6 SHINGLE 6� ROOF 7 �12�6 �k PLT. HT, PLT. HT. _ /STUCCO /STUCCO c , 811 ZSTUCCO co FINIS FINISH (TYP.) FIN15H co 12 SECOND FF, LINE _ 6 IE SECOND F.F. LINE 3 _SECOND FF. LINE TDM. _ T.OM. - M cl? I SAND —\p x 0 LO r0 FLORDA 34677 aft 925.1300 TEL. i L Q Jao,h� =FAX \ T • E3ETWER. SAND 21-011 FINISH L o'ILm O " •p v FINISH LLY ro0) ITYP.) QUIONS J- m 15 00 c Zc�uLd' /TEXTURED QUIONS (TYPJ RETURN AT 51DE5 (TYPJ r FINISH 7 «� MAIN FF: LINE ----4 - - _ _ _�_ - - �r MAIN F.F. LINE GRADE LINE (ASSUMED) RIGHT ELEVATION, SCALE: 1/8" : 1411 ELEVATION "B" GARAGE LEFT rrrw.rrrr....n I DAVIS BEWS �r MAIN F.F. LINE GRADE LINE (ASSUMED) RIGHT ELEVATION, SCALE: 1/8" : 1411 ELEVATION "B" GARAGE LEFT rrrw.rrrr....n DAVIS BEWS x 0 LO r0 FLORDA 34677 aft 925.1300 TEL. i L Q Jao,h� =FAX \ T • E3ETWER. r CYN ONf�M L >;JN L o'ILm O " •p LLY ro0) J- m 15 00 c Zc�uLd' • JOB NUMBER 27002.198 • CAD FILE NAME LOT 46 TB ISSUED 05-18-17 REVISED Clea LL uj 1 LU w ®V ✓fj V� ®®••••••••® ®®a® Ld ®®r®®BB®890 ®® 0- C00 o0 �-c a z LL 0 E� 00 ce V)ne Q�i00 Z 0 nwrwwuw�rrrnrrwnnlwnwurr�wrrw�wrw�lrr 2200 • 77 TLE • SIDES AND REAR ELEVATIONS ROOF PLAN DETAILS • SHEET • 3B2. DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST FLORDA 34677 aft 925.1300 TEL. 8 25.1800 =FAX \ T • E3ETWER. T. 1994 (--- Clea LL uj 1 LU w ®V ✓fj V� ®®••••••••® ®®a® Ld ®®r®®BB®890 ®® 0- C00 o0 �-c a z LL 0 E� 00 ce V)ne Q�i00 Z 0 nwrwwuw�rrrnrrwnnlwnwurr�wrrw�wrw�lrr 2200 • 77 TLE • SIDES AND REAR ELEVATIONS ROOF PLAN DETAILS • SHEET • 3B2. OF MATERIAL PER :VATIONS WITH APPROVED )ERLAYMENT (REFER TO VER SHEET) =-ENGINEERED ROOF JSSES AT 24" O.C. RRICANE STRAP PER OF FRAMING PLAN BRG. HGT. IM. DRIP EDGE . FASCIA ITED ALUM. SOFFIT :ATH & EXT. FINISH VDOW FLASHING AS REQ'D WINDOW TRIM L. ADER TYPICAL WINDOW AND SLIDING GLASS DOOR "Z" FLASHING DETAIL BUILDING WRAP TO GO OVER FLASHING FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST AND EXTERIOR SHEATHING OPTION - A FLASHING WOODEN SIDING .. SILL PLATE ��... SEE NOTE #2 WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING MIN WATERPROOF MEMBRANE 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS SPACED EVENLY @ 24" O.C. MAX ( EA. FLOOR TRUSS) USP HTA20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" 2X EXT WALL FLASHING TO EXTEND 36" SHEATHING W/ BUILDING WRAP BEYOND FLASHING. STUCCO STOP WATERPROOF MEMBRANE I r FLOOR TRUSS �- SEE STRUCTURAL FOR CONNECTORS x� FLOOR TRUSS SEE STRUCTURAL 8' CMU BLOCK SEE STRUCTURAL TYPICAL FLASHING AT BALCONY EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS WATERPROOF MEMBRANE FLOOR SHEATHING FLASHING. 2X8 TRIM BOARD STUCCO "J" MOLD SHEATHING TEXTURED CEMENT PLASTER FINISH EXTERIOR SHEATHING WALL COVERIN G FgryFR FOLD UP WEATHER 2014 FERC SECTION R703 EXTERIOR COVERING RESISTIVE BARRIER & EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE TEMPORARILY SECURE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL RFsisr ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS Q REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE y1 WEATHER RESISTIVE BARRIER OR- &2FOR L B �E,P O NS) 5� 5� 0P� -CORNER PATCH FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER �- WEATHER i / EXTERIOR RESISTIVE Xr SHEATHING BARRIER TAPE SILL PLATE 2 � (ASSEMBLED /-FLASHING -\ WINDOW) , 2 FLASHING i FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL 15/32 O.S.B. SHEATHING BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z 150 STATE STREET EAST OLDWM;L, FLORIDA 34677 813.925.1300 TEL 813.92.5.1800 FAX W W W DAVLSBEWS.COM x ro FLASHING UNDER S.G.D. AS to 0 00 to 0 0 RUBBER MEMBRANE BEYOND SHOWN, PROVIDE T' -l" BEAD OF cONt" CONST. ADHESIVE TO BE APPLIED co M I i CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR LM Lo cl ( BETWEEN PAN FLASHING AND RETURN UP JAMB 6". USE 0 '0 a I AND DECK FLASHING. LIQUID NAIL BRAND OR EQUAL iL->E ��rn ( i EXTERIOR FINISH WATER PROOF CAULKING � PER BUILDER N Z 211 PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" MIN WATERPROOF MEMBRANE 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS SPACED EVENLY @ 24" O.C. MAX ( EA. FLOOR TRUSS) USP HTA20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" 2X EXT WALL FLASHING TO EXTEND 36" SHEATHING W/ BUILDING WRAP BEYOND FLASHING. STUCCO STOP WATERPROOF MEMBRANE I r FLOOR TRUSS �- SEE STRUCTURAL FOR CONNECTORS x� FLOOR TRUSS SEE STRUCTURAL 8' CMU BLOCK SEE STRUCTURAL TYPICAL FLASHING AT BALCONY EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS WATERPROOF MEMBRANE FLOOR SHEATHING FLASHING. 2X8 TRIM BOARD STUCCO "J" MOLD SHEATHING TEXTURED CEMENT PLASTER FINISH EXTERIOR SHEATHING WALL COVERIN G FgryFR FOLD UP WEATHER 2014 FERC SECTION R703 EXTERIOR COVERING RESISTIVE BARRIER & EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE TEMPORARILY SECURE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL RFsisr ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS Q REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE y1 WEATHER RESISTIVE BARRIER OR- &2FOR L B �E,P O NS) 5� 5� 0P� -CORNER PATCH FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER �- WEATHER i / EXTERIOR RESISTIVE Xr SHEATHING BARRIER TAPE SILL PLATE 2 � (ASSEMBLED /-FLASHING -\ WINDOW) , 2 FLASHING i FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL JOB NUMBER 27002.198 CAD FILE NAME LOT 46 TB ISSUED 05-18-17 REVISED DAVISx 60-) BEWS DESIGN GROVP 150 STATE STREET EAST OLDWM;L, FLORIDA 34677 813.925.1300 TEL 813.92.5.1800 FAX W W W DAVLSBEWS.COM x ro to 0 00 to 0 0 Lf) .jcoN� cONt" co M N LL LM Lo cl 00 0 '0 a o f C o iL->E ��rn J.-(D U. y� 1*- N Z 211 JOB NUMBER 27002.198 CAD FILE NAME LOT 46 TB ISSUED 05-18-17 REVISED WITH SECTION R702.7 OF THE CODE. R703.2 WATER -RESISTIVE BARRIER®o®o`er ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS COMPLYING WITH 4�® ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER = Z THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS THAN 6 INCHES 152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE ®'®®®caro s'o110v a: 4m EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.8 FLASHING °� s 2 uj APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT W ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING \/ u- COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR ••L• FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND 0 CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED 00 CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND I�f�■ V) TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT pmmq DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT. ne ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S 0 0 INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS, PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1. IN RDA I HE APPROVED METHODS. 3 ACCORDANCE WITH OTHER ROV DME ODS J 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/HAMA 200, FMA/VVDMA 250„ OR FMA/AAMA/WDMA 300. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 2200 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. FLASHIN G DETAILS • TITLE • FLASHING DETAILS DAVISx 60-) BEWS DESIGN GROVP 150 STATE STREET EAST OLDWM;L, FLORIDA 34677 813.925.1300 TEL 813.92.5.1800 FAX W W W DAVLSBEWS.COM PA • E�EIq/ER. EST.1994 WITH SECTION R702.7 OF THE CODE. R703.2 WATER -RESISTIVE BARRIER®o®o`er ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS COMPLYING WITH 4�® ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER = Z THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS THAN 6 INCHES 152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE ®'®®®caro s'o110v a: 4m EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.8 FLASHING °� s 2 uj APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT W ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING \/ u- COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR ••L• FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND 0 CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED 00 CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND I�f�■ V) TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT pmmq DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT. ne ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S 0 0 INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS, PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1. IN RDA I HE APPROVED METHODS. 3 ACCORDANCE WITH OTHER ROV DME ODS J 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/HAMA 200, FMA/VVDMA 250„ OR FMA/AAMA/WDMA 300. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 2200 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. FLASHIN G DETAILS • TITLE • FLASHING DETAILS SHEATHING TEXTURE FINISH COAT BROWN COAT SCRATCH COAT SELF -FURRING LATH TWO LAYERS WRB WEEP SCREED TERMINATE SELF ADHESIVE FLASHING AT LOWER N06E OF M.W.W.5. SELF ADHESIVE FLASHING MASONRY BLOCK WALL WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. SEAL TOPS OF JOISTS — UNDER DECKING (SEE DETAIL WP07) WEATHER RESISTIVE BARRIER /— DOOR ROUGH OPENING — 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST _--- WINDOW UNIT SLOPE 0.3 in :12,0 in (0.6 cm: 30.5 cm) — — SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER !1�i ZT4111 . tr 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 314"-1" BEAD OF CONSTR. SHEATHING INSTALL SELF -ADHERED NEEDED IN CORNERS ADHESIVE EXTERIOR SHEATHING — �� .�-- ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED ASPHALT ADHESIVE THRESHOLD OF DOOR AND RETURN FLASHING SEE FLASHING SELF -ADHERED FLASHING UP JAMB 6". USE LIQUID NAIL BRAND 11 SEE GED WI W 01V REFER TO TECHNICAL / r :.. ?: r;;: g::.:. OR EQUAL WEATHER PROOF CAULKING ( ) LETTER ON CHEMICAL..........= SCORED COMPATIBILITY RELEASE PAPER SELF -ADHERED FLASHING ° / ° SELF -ADHERED FLASHING, ' o (BEFORE FOLDING, SCORE ... EXTEND A MINIMUM 6" ° VERTICALLY FROM ADHESSVE AS SHOWN) POSE ....:•.:::...:..:.. #•:::: >::: :::.... / :`` BOTTOM OF THRESHOLD SECTION -A SEE ° DETAIL WP02) SELF -ADHERED FLASHING r \ r ° r O ° ° NAILING FLANGE SELF-ADHERED O SEAL TOPS OF JOISTS DO NOT FLASH OVER / r UNDER DECK"INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS DECKING BOTTOM NAILING (SEE DETAIL ING INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER FLANGE SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER ASPHALT SEALANT: WALL SHEATHING ���� CONT. GALV. R L„ EXTEND MIN, OF 6" �j FLASHING PER TEXTURED, PAINTED OUTSIDE OF FLASHING MANUFACTURES EXTER. WALL FINISH ASPHALT BASED SPECIFICATIONS ROOF CRICKET: SEALANT APPLIED MIN: 3:12 SLOPE PLASTER STOPIN FLASHING CRICKET AS (REQUIRED AT BEH D LAS SPECIFIED ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIP ROOF AND EXTENDING A BY PLAN LOCATIONS) AT ENTRY SHINGLE OVER MINIMUM OF 6" ABOVE 6�� / ;, ' "y ' — - FLASHING W/ TAR VERTICAL RISE OF FLASHING AT KNEEWALL .,::>„: >.,: , •f.:: �:.,: � CONT. GALV. "L” <::••:'a:;:, FLASHING PER DI ER y.,,.': ':'>` , .t.,; >.; : ,., FLASHING MANUFACTURES N ,. ,; , • SPECIFICATIONS SEALANT .:.: •... '� ___. „� OVER ROOF ROOF MATERIAL PER SHINGLES W/ TAR ,';' < ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED "— DRIP EDGE :<.::"fu,:.::: ' FLASHING DETAILS FASCIA UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS COVER SHEET) WITH ROOF VALLEYS &ROOF CRICKETS. PRE-ENGINEERED ROOF TRUSSES AT 24" Q.G. BEAUTY STRIP ROOF SHINGLE OVER FIGURE 1: FLASHING INSTALLATION FLASHING W/TAR FLASHING INSTALLATION CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER TEXTURED, PAINTED MANUFACTURES EXTERIOR WALL FINISH; SPECIFICATIONS ;: :" ;� OVER ROOF n??a�c SHINGLES W/ TAR HOLD EXTERIOR :d : ¢� :` ,,` ` r' ' �,,yri„ •?'; :vii z, r`, rr FINISH 2" ABOVE .`° vr` �.ti• °:ROOF SHINGLE PER :V; ` CONTRACT Ri°G FLASHING e:.:: a ;:: " t G FOOF% °e >� : ;:` ;ti wed, i;y:I:a„, METAL DRIP EDGE TO BE UNDER CAULKING '`° ° '`'' .,::.':;:,.. Ty�Stiiti UNDERLAYMENTAT " f �Fq ROOF EAVES IA ss oti sy °E�,� o 6" HIGH DIVERTER FLASHING FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6” ABOVE FLASHING --\ 6 TO 12" —PER PLAN SPECS. GALV.'U FLASHING TYPICAL. ROOFING FELT �j --DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL TYPICAL ROOF TO �Fq°oNoo,� WALL FLASHING DETAIL RAKE METAL DRIP EDGE TO BE OVER LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT CERTAINTEED WINTERGUARD GABLE ENDS WATERPROOFING SHINGLE UNDERLAYMENT OR EQUIVALENT DIRECTLY TO DECK. SAVE TO U; COUR EMBED EACH SHINGLE IN A 2" DO NOT NAIL WITHIN 6" O WIDE STRIP OF ASPHALT VALLEY CENTERLINE RAGING CEMENT. CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE FIGURE 4: VALLEY DETAIL VN �i SCNGOVR�NGOV3RvGOVRC,010E \ ��l_ ZN° Nei CO i 29 5 2 „ EAVES 7, FIRST STARTER SHINGLE EXTEND THE SHINGLES OVER THE RAKE AND EAVES ABOUT 1/2" IF DRIP EDGE IS USED, OR ABOUT 3/4" IF NO DRIP EDGE IS USED. CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7116" O.S.B. SHEATHING METAL ' FLASHING 31/2" UNPERFORATED FLANGE 7/8" WEEP SCREED MAINTAIN BOTTOM OF WEEP SCREED 11/2" TO 2" ABOVE ROOF SHEATHING CEMENT s PLASTER OVER BLOCK 1ST FLOOR r 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 BLOCK FLANGE 1/2" WEEP SCREED ° INSTALL BOTTOM EDGE OF SLAB WEEP SCREED 1" BELOW FINISH FLOOR T OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE "INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING DECK JOIST SELF -ADHERED FLASHING PATCH )HERED FLASHING THESE DETAILS ARE GENERIC AND MEANT FLASHING TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. DETAILS • JOB NUMBER 27002.198• CAD FILE NAME L 0 T 46 7B ISSUED 05-18-17 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXAiAR, FLORIDA 34677 813:925.1300 TEL 80. 925.1800 FAX WWW.DAVISBEWS.COM TAMPA • DE'NV°M EST. 1994 ®®® ell ok, 0) LL •e i Q ® 0 „1 • � ®gip® � • some ®®®p///19111®1e(L cej CIC oct az ..1 � � 0 00 (9f)1..1� 1� 00 0 1 0 ■r�����r�mini111MII�IM�11g1�1111111 2200 0 o • TI TLE • FLASHING DETAILS K ro 4)a U�,�O o JMN; 0 �Q L cl) 7 9 J N Lo L.• aoiL 0 06 r0 = -a Co E'p LL1 kvrn �� C C 0Ch ZNGd• • JOB NUMBER 27002.198• CAD FILE NAME L 0 T 46 7B ISSUED 05-18-17 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXAiAR, FLORIDA 34677 813:925.1300 TEL 80. 925.1800 FAX WWW.DAVISBEWS.COM TAMPA • DE'NV°M EST. 1994 ®®® ell ok, 0) LL •e i Q ® 0 „1 • � ®gip® � • some ®®®p///19111®1e(L cej CIC oct az ..1 � � 0 00 (9f)1..1� 1� 00 0 1 0 ■r�����r�mini111MII�IM�11g1�1111111 2200 0 o • TI TLE • FLASHING DETAILS NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC, CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. LECTfRIC L < � DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER K.P. WEATHERPROOF DUPLEX OUTLET Q.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET �$ HALF -SWITCHED DUPLEX OUTLET gp SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH _t4 FOUR-WAY SWITCH $ D DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE Ac. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) 0 CHIMES (OPTIONAL) Ei PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR so SMOKE DETECTOR s� SMOKE / CARBON MONO. COMBO DETECTOR I< TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) THERMOSTAT ELECTRIC METER -` ELECTRIC PANEL D15CONNECT SWITCH SPEAKER (OPTIONAL) '? ROUGH -IN FOR OPT. CEILING PAN V J <h CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ ROUGH -IN FOR OPT, CEILING FAN NOTES - 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GRD AS INDICATED ON PLANS OR AS ITEM N0.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR - SWITCHES. ... LOOR:SWITCHES.... 4211 OUTLETS..... 14" TELEPHONE.. 1411 (UNLESS ABV COUNTERTOP) TELEVISION...1411 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4, ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND 51MILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.G.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE G.F.Cl. PROTECTED (GF.I) 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH NF.PA.10, N.E.C. 2011, F.B.C.R. - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAYING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURP05E5. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POW1=R FROM THE BUILDING WIRING WHEN SUCH WIRING 15 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP, COMBINATION SMOKE/CAIN MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. MICROWAVE— OUTLET +14" ELEC. METER W.P. / GF.I. FOR T116. SERVICE f —I WPI � A/c nF1_ IT — — — —) DISC. 150 AMP. 4/0 ALU. CABLE MAIN DISCONNECT METER x 0 w A1CDISC. COMBO - SQUAD D a EST. 1994- r Uoto 0 PANEL ° TYP• 014 AND M2 COPPER TO REFER TO FLOOR I INSIDE LIGHTS AND OUTLETS PLAN FOR NOTED MAIN DISC. AT 48" O PANEL AMPS, REQUIRED IRRIG. o—'' C°o MO COPPER TO .Z I GF.I. cu;: C4 _j — CD40 QIh WATER HEATER UNDERGROUND AT 48" o 0C � 48 COPPER TO RANG SERVICE BY POWER COMPANY . / 04 COPPER TO 5/8" GROUND ROD i ALSO SERVICE TO BE BONDED TO ROOTING STEEL ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC, CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. LECTfRIC L < � DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER K.P. WEATHERPROOF DUPLEX OUTLET Q.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET �$ HALF -SWITCHED DUPLEX OUTLET gp SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH _t4 FOUR-WAY SWITCH $ D DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE Ac. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) 0 CHIMES (OPTIONAL) Ei PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR so SMOKE DETECTOR s� SMOKE / CARBON MONO. COMBO DETECTOR I< TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) THERMOSTAT ELECTRIC METER -` ELECTRIC PANEL D15CONNECT SWITCH SPEAKER (OPTIONAL) '? ROUGH -IN FOR OPT. CEILING PAN V J <h CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ ROUGH -IN FOR OPT, CEILING FAN NOTES - 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GRD AS INDICATED ON PLANS OR AS ITEM N0.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR - SWITCHES. ... LOOR:SWITCHES.... 4211 OUTLETS..... 14" TELEPHONE.. 1411 (UNLESS ABV COUNTERTOP) TELEVISION...1411 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4, ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND 51MILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.G.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE G.F.Cl. PROTECTED (GF.I) 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH NF.PA.10, N.E.C. 2011, F.B.C.R. - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAYING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURP05E5. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POW1=R FROM THE BUILDING WIRING WHEN SUCH WIRING 15 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP, COMBINATION SMOKE/CAIN MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. MICROWAVE— OUTLET +14" ELEC. METER W.P. / GF.I. FOR T116. SERVICE f —I WPI � A/c nF1_ IT — — — —) DISC. 150 AMP. GRI, CLG. OUTLET x 0 w ELEC, FOR GD. OPENER a EST. 1994- r Uoto 0 PANEL ° r-------_...._._-------_..__._.--- I L L AT 48" O ro� —V IRRIG. o—'' C°o 3�E'2 .Z I GF.I. cu;: C4 _j — CD40 QIh AT 48" o 0C � I I . / t i COACH COACH LIGHT '`" - _---- —� LIGHT MAIN FLOOR ELECTRICAL PLAN. GARAGE LEFT JOB NUMBER 27002.198 CAD FILE NAME LOT 46 TB ISSUED 05-18-17 REVISED x 0 w 150 STATE STREET EAST OUYMAK FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. a EST. 1994- r Uoto 0 0 ° .`2 clJ ooIL L L O ro� —V o—'' C°o 3�E'2 .Z cu;: C4 _j — CD40 QIh 40Zcmv6ot o 0C JOB NUMBER 27002.198 CAD FILE NAME LOT 46 TB ISSUED 05-18-17 REVISED • 77 TLE • MAIN FLOOR ELECTRICAL PLAN • SHEET4A • DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OUYMAK FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. a EST. 1994- • 77 TLE • MAIN FLOOR ELECTRICAL PLAN • SHEET4A • LECTfRIGAL < � DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER .r. WEATHERFROOF DUPLEX OUTLET 04.1. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 120 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 1.4 FOUR-WAY 6WITC4 $ D DIMMER SWITCH -- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE - WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE Ac. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE C� EXHAUST FAN i EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CHIMES (OPTIONAL) 0 PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR s� SMOKE DETECTOR s� SMOKE / CARBON MONO. COM50 DETECTOR F Q TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) Q THERMOSTAT Cp ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) cU1> ROUGH -IN FOR OPT. CEILING FAN v J c / CEILING MOUNTED INCANDESCENT LIGHT FIXTURE V t J ROUGH -IN FOR OPT. CEILING FAN NOTES- I, OTES1. PROVIDE AND INSTALL CxROUND FAULT CIRCUIT-INTl=MPTER5 (GF.I.) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR - SWITCHES .... LOOR:SWITCHES.... 42" OUTLETS ....14" TELEPHONE.. J4" (UNLESS ABV COUNTERTOP) TELEVISION.. A" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AFC.i. DEVICE AND TAMPER -PROOF RECEPTACLES PER N:E.C. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120v RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE G,FC.I. PROTECTED IGF.U. 6. IT 16 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK 16 IN FULL COMPLIANCE WITH N.F.P.A.10, N.EC, 2011, F$C.R - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSE6. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING 16 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. G.C. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED * * * * UPPE R FLO CTRICAL PLAN_ GARAGE LEFT �r r ` JOB NUMBER 27002.198 ` CAD FILE NAME L 0 T 46 TB ISSUED 05-18-17 REVISED x ro w. 150 STATE STREET EAST OI NW31, FLORWA 34677 813.925.1300 TEL 813.925.1800 FAX WWW.DAVLSBEW&COM TAMPA • DENVER a EST. 1994 F to 0 o J '�0 oc,t'F) V/ ON co N co 6 °ALL 0 0 (0.5 0-0 p 0 li ;e N �m LJ4E 00 I ZN 2d'' �r r ` JOB NUMBER 27002.198 ` CAD FILE NAME L 0 T 46 TB ISSUED 05-18-17 REVISED 2200 • TI TLE • UPPER FLOOR ELECTRICAL PLAN • SHEET • DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OI NW31, FLORWA 34677 813.925.1300 TEL 813.925.1800 FAX WWW.DAVLSBEW&COM TAMPA • DENVER a EST. 1994 F 2200 • TI TLE • UPPER FLOOR ELECTRICAL PLAN • SHEET • (12.7MM) GYPSUM BOARD. SUBMIT REPORTS TO ARCHITECT AND ENGINEER. [DESIGN PRESSURES BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN WOOD CONSTRUCTION METAL A FOR U PRESSURE A W /� GENE RAL N O'" E S IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, 1 METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL FOUNDATIONS AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 (MODIFIED PROCTOR) MINIMUM MIN MIMOD MINIMUM G50 ZINC COATING BEARING CAPACITY 2000 PSF 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE TERMITE TREATMENT (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PRESERVATIVE WOOD TREATER. PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS OF PRESSURE TREATED WOOD. ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND PREFABRICATED WOOD 'TRUSSES CONSUMER SERVICES. 30" MIN, LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT CAST IN PLACE CONCRETE CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED: DESIGNED AND DETAILED BY OTHERS. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS 2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO AND STRUCTURAL PLANS FOR MORE INFO. ASTM A-615 GRADE 40. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. TRUSS ENGINEER OF RECORD 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND LATEST EDITION OF ANSI TPI 1, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING MANUFACTURER UNLESS NOTED ON PLANS BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF AT EACH END SHALL BE PROVIDED. TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE TRUSS DESIGN LOADS: CENTER TO UPPER 1/3 OF THE SLAB. TOP CHORD: Lr = 16 PSF BOLTS AND THREADED RODS DL = 7 PSF (SHINGLE TYPE ROOF COVER) 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS DL = 14 PSF (TRUSS OVERBUILD) FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF BOTTOM CHORD: DL = 5 PSF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESSSTEEL, SILICON BRONZE MINIMUM FLOOR DESIGN LIVE LOADS: OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. A) FLOORS = 40 PSF B) BALCONIES =60 PSF / 100 PSF (IF BALCONY > 100 SQ FT) 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE C) DECKS = 40 PSF D) STAIRS = 40 PSF OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MINIMUM FLOOR DESIGN DEAD LOADS: MASONRY WALL CONSTRUCTION A) FLOORS = 15 PSF B)BALCONIES = 15 PSF 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, GENERAL LOADING: CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 ATTIC WITHOUT STORAGE = 10 PSF PSI (fm = 1900 PSI) ATTIC WITH LIMITED STORAGE = 20 PSF 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN V. GUARDRAILS IN -FILL COMPONENTS = 50 PSF 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2 CLEARANCE TO INSIDE FACE. -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE 6. VERTICAL REINFORCEMENT SHALL BE IN CENTER OF THE MASONRY/ BLOCK TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) 12d TOENAILS EACH END. POSITIONERS IN MIDDLE OF WALL -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-133 SECTIONS 1, 2 AND 3 ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-133. ("T" BRACING MAY BE USED I.L.O. CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO TABLE WITHIN BCS1-133). CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION. -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 CONSOLIDATION (12.7MM) GYPSUM BOARD. SUBMIT REPORTS TO ARCHITECT AND ENGINEER. [DESIGN PRESSURES BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN WOOD CONSTRUCTION BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) WIND EXPOSURE C DIAGONAL BRACING REQUIRED AT CLB PER SCSI -133. 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), FIELD REPAIR NOTES SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT: NO.2 GRADE SHALL BE USED WIND REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED 1. OMITTED REBAR LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) DRILL A 3/4" O HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED MANUS INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER 30" MIN, LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BEND). BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM 2. STRAPS/CONNECTOR SUBSTITUTION NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE 3. STAIR CONSTRUCTION DESIGNED AND DETAILED BY OTHERS. 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE USED FOR RISERS & TREADS ILO 2xl2'S (SEE GEN. STAIR DIETS FOR ADDIT'L INFO.) CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL 4. METAL STUD SUBSTITUTION HOLES OVER V IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH WOOD STUDS MAY SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS SIMPSON HSS2 STUD SHOES, TYP U.N.O. 5. OMITTED J -BOLT 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE -1/2" ALL THREAD ROD w/ 2" x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE MIN. 7" EMBEDMENT. OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST -1/2"4" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES 6. MORTAR JOINTS NOT. -FOR BED JOINTS 1J2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON MASONRY IS TO BE PRESSURE TREATED. EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, WOODEN TOP PLATES. THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG 10. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 ENGINEERED LUMBER VERT. REINF.. IN EA. CELL, CONT. PER PLAN. ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION X1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. VALUES AS FOLLOWS: CELLS PER PLAN. COLUMNS BEAMS STUD 2 z 2 E = 1,700,000 Win U.N.O. E = 2,000,000 Win U.N.O. E = 1,500,000 Ib/in U.N.O. -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 Fb = 2650 Fb = 3000 Fb = 2200 -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS. Ft = 1650 Ft = 1700 Ft = 1500 STRUCTURAL STEEL Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI, TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = Fc j = 450 Fc j = 900 Fc j = 450 35 KSI: ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. Fv = 285 Fv = 285 Fv = 150 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) CONDITION U.N.O. BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CEILING CONSTRUCTION CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE OTHERWISE SPECIFIED. PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE LIVING SPACE IS ABOVE THE GARAGE. 3/6" UNO. 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. � 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY UNDER STAIR PROTECTION ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). (12.7MM) GYPSUM BOARD. SUBMIT REPORTS TO ARCHITECT AND ENGINEER. [DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE C RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 S4 WIND PRESSURE & SUCTION EFFECTIVE NOTES &CONNECTOR LEGEND S4.2 (PSF) WIND VALUE DENOTES PRESSURE AREA (SQ FT) VALUE DENOTES SUCTION AREA O O 10 (+) 29.7 (+) 29.7 SD5 - 32.1 -) 39.6 TWO STORY DETAILS (+) 28.3 (+) 28.3 20 (-) 30.8 - 37.0. 50 (+) 26.6 (+) 26.6 1 - 29.1 (-) 33.5 100 (+) 25.2 (+) 25.2 3 (-) 27.7 - 30.8 GARAGE DOORS 9'-0" x 7'-0" 16-0" x 7'-0" 5 (+ + (-) 27.7 (-) 23.8 WIND PRESSURE/ SUCTION DIAGRAM 5 5 r4 4 C 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 V-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO TABLE 8301.2.1.2 FOR ATTACHMENT SPECIFICATIONS INDEX OF DRAWINGS SHEET SHEET TITLE S1 STRUCTURAL NOTES S2 FOUNDATION PLAN S3 DOWEL PLACEMENT PLAN S4 FIRST FLOOR FRAMING PLAN S4.1 NOTES &CONNECTOR LEGEND S4.2 ROOF FRAMING PLAN S5 LINTEL PLAN SD1 FOUNDATION DETAILS SD2 GENERAL DETAILS SD3 GENERAL DETAILS SD4 GENERAL DETAILS SD5 TWO STORY DETAILS SD6 TWO STORY DETAILS ST1 STAIR DETAILS UPDATES NUMBER DATE DESCRIPTION 1 5/12/2014 CREATED ELEV. A,B,C & A BONUS 2 1/6/2015 ADDED ELEV. C W/ TRUSSWAY TRUSSES PER LOT TB 41 - RLB 3 4/10/2015 ADDED OPTIONS POCKET SGD @DINING &SITTING ROOM#2 @MASTER 4 6/8/2015 ADDED ELEV. B w/ TRUSSWAY TRUSSES PER LOT TB -101 5 5/30/2017 UPDATED ELEV B STD PER LOT WPK-196 AND ELEV B W/ BNS PER LOT TB -46 W/ BFS TRUSS w LI n Y Z �z 50 r � (0 W z Z n - Ji w _ _-- ---- --_ Z w M p� ®®.®®®°° Doe Q W !w FcCJ �w Q J °®°Mz ° ®°� ®®� < U) w J IL 2 ' ` V U a •Cfi c uj U CLOU c O Uo ° O ``= tf U O m 0 w z cl �iui U V, O W U) Z U- O 0 (n U W-� z O Z cl °' - r. 06 Co ZZ F -•Mr E (.J• Ln 0 tg z0Q�000tg -F-Z�a LU CO J w OZa0 8 ¢ 0 F=- 0 (A aF- Wo z �- Q Q W Z 0 E 0oLL �0o_ w 0 w Q w NJ N ¢ W J I' LL O O Q ��^^ Lu z LuW Lu U z O Z � w 11 a z I- Z m 0 LLI � o W � 1 °w 0v_)0 0 �Zm Lu cn 0 LL �-w0 _ - w F- 0 F-- � U CL 1- U STRUCTURALENG: CFG �- ---- d DRAFTING: H z LU -STRUCT: TNA / DJ QC CHECK: CC w JOB No. TM - 2170936 SCALE: AS INDICATED ~ DATE: 6.12.2017 si 30'-0" lo 15'-0" 2 -STORY FTG. 14'-4" 10 F01 A/C PAD 2 FO LL F1 D FO -4" FIN. FLR F- °o o. Imo— D "- 15'-0" I o 'Qo I 2 -STORY FTG. a 10 2 -4" FIN. FLR FO D oo ■ ■ ® 0'-0" FIN. FLR _ \– ■ ■ F1 EXTEND FOOTING UNDER POCKET 31/2" THICK CONC. SLAB W/ 6X6 I 2 D SLIDER W/ (1) #5 CONT: W/1.4 XW/1.4 W.W.F. OVER 6 MIL V-2 1/2" 14'-1 1/2" VAPOR BARRIER OVER ■ COMPACTED FILL er F01 o D F01 '- D ■ LEE 32"x54"x12" d W/#5's @6"o.c. EA. WAY ® 0 .off 16-10" - 13'-2" FO' L D � ■ I Mo V-2" ■ ■ III I I I o 1 I rf I I ( M ■ 1T-10" co T-6" 2 -STORY FTG. a ■ 'L 1016F 1 FO2.6 v D FD ■) ■ ■ ■ F01 PAVERS ,dkD -4" FIN. FLR I i " FIN. FLR c ■ 2 � I �' 2 _ H o0 Hoo I ■ ar ■ o N 1; - I � TIE-IN COLUMN `? r TO WALL PER MD10/S3 ■ N 8" 6'-6" FO ( D FO 10" ID 2 -STORY FTG. ■ I ■ 1� ■ Oil!� F13 DO DO D D D 3'-0 16'-0" T-01' 30'-0" 8'-0" L FOUNDATION NOTES: 1. PROVIDE MIN. 6 MIL, APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2. PROVIDE 3-1/2" 3000PSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION. 3, VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. LAP SPLICES SHALL BE NO LESS THAN 25". 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5, EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. 6, CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB, FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 9. NO WOOD STAKES PERMITTED IN FOUNDATION. 10, PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET SDI FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SDI FOR STANDARD FOOTING STEP DOWN AND CORNER INFORMATION. 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION 13, ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF STEMWALL. FOOTING SCHEDULE dp w/ #5's EQUALLY SPACED EA. O12"x12"x12" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. .3 8> WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. .5 8> WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 2: D _ 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. dp w/ #5's EQUALLY SPACED EA. O36"x36"x12" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. dp w/ #5's EQUALLY SPACED EA. 4O4811x48"x12" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 54"x54"x16" dp w/#5's EQUALLY SPACED EA. 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. CL dp w/#5's EQUALLY SPACED EA. O60"x60"x16" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM (6'-8" O.C. MAX U.N.O.). A INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. #5 CONT. FT.G TO TIE BEAM. FOU NDATION PLAN_ i w Q j tP D 2: D _ Z 11 O _ CL �w Z Q J Y i W z x O O'II o'o l l ll It Wo W r°7i ®•®� ®�.,. W0'0 "co ® y u- Q -Z O iJ Z W Q d d Q U z ' ❑ J y• �w4 d ®® ®R Q p_ N ®� �11�e O W a � r ` v O U O ❑ • C N ��� o Lu U Q MM• U Z O m U h� o +� o z Z `'�O U O cn Z 9� � 0 O� - CL �`�' m LLI 0' I -- U H z ❑ U) Z 0 O ^j �.1� w —' Z z C) °' - i VIP C-4 06 Z� p, E Q O Q0 "WJ8) U O z V ¢o0� 0 w N1Z _ 5 ¢ 0o�v A I- F- W 0 H2WW O ZQ a W Z 0 E F- 0OLL N¢°- U Z LLJ ¢ w N F -LL C14 Z O O 0 o H U. b F - Q UJ Z W ❑ _ W O Ct Z D O O Z w _ 11 ❑ Z F- Z m Q O -J c w ce W O W W O 1 w z m __�__... O `lw U O z >- WO O H �- LY CU CL fL' t-- U) STRUCTURALENG: CFG DRAFTING: H Z W__.-..._ -STRUCT: TNA / DJ __:.. 0 - ----- ------------- QC CHECK: CC --._....m_ uj JOB No. TM - 2170936 cn SCALE: AS INDICATED ~ DATE: 6.12.2017 S2 F- -1--0- 1'-0". T-10" i 5-4" L 31-10" I jam' 14'-0" (1) #5 @ TOP, BOTTOM SYMBOLS LEGEND a &@24"O.C. VERTICALLY BETWEEN COLUMN & MAIN W HOUSE CMU U Z � W 0 FILLED CELL ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. H Q O TO TIE BEAM (6'-8" O.C. MAX U.N.O.). w Q J 0 0 A INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. U) w - u_ w TO TIE BEAM. F- W 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. T- u - 0 N z O ®®\Illl�ll/lp® uj v -u j ar %% �i ®Y 6 ��Q Z _ - INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. O m u - 111111111110 c w J Ll- ' \ (fir/] #5 CONT. FT.G TO TIE BEAM. t= ❑o Z Q° b� M Ch w (1) #5 @ TOP, BOTTOM � a &@24"O.C. VERTICALLY BETWEEN COLUMN & MAIN HOUSE CMU U Z � W 0 FILLED CELL PLAN VIEW (1) #5 @ TOP, BOTTOM & @ 24" O.C. VERTICALLY BETWEEN COLUMN & MAIN HOUSE CMU SECTION VIEW D1 MASONRY COLUMN TIE IN Lu � 0U U U Z � W O J m 0 u_ w F- W u - 0 z O ®®\Illl�ll/lp® uj v -u j ar %% �i ®Y 6 ��Q Z _ ® U W iv .�[� ❑ p ® ¢ co m u - 111111111110 c w J Ll- ' \ (fir/] 0 0 Q° b� M Ch U J o W • � Z = W U o O LL Z O CD uO o z� a Zam w F-. ❑ Z LL cn U h z oJa'QI`- zN O J 0�� < (Y C O n. z 0 c~�n�c°� J Lu w N z— c Q = 0 C/) q H fA 0 r— Lu o = Z z¢WZOO E Q W o 0 2 o- w ¢ a J z LLILL O E= Q v F- W Z Lu ❑ r w a c� z 0 O LJN p O. z w 11 ❑ z F- 0 in O F- c u o W Y 0 0 � O z Z LU 0 Z F- OC L w w 0 -- O � GL U (L H U STRUCTURAL ENG: CF Q DRAFTING: P: z STRUCT: TNA / DJ W_ ....._.... - . QC CHECK: CC.__..__.— - JOB No. TM - 2170936 SCALE: AS INDICATED ~ DATE: 6.12.2017 DOWEL LAYOUT PLAN S3 1 /4"= 1 1-011 I I If 11.J. liNl 11 I' NI ' fl!,I:ILI'VI i I' I P? _ I � I '�'i ' I _ _ � _. � _.L., __ __ BEARING WOOD WALL SCHEDULE TAG STUD LUMBER CONNECTION & FASTENERS UPLIFT CAP. BLOCKING TOP BOTTOM O(3)2X6 SPACING SPECIES (plf) O(3)2X8 BW1 16 SPF (3)12d TOENAILS (3)12d TOENAILS NO UPLIFT MID -SPAN O4x4 BW2 16" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN 3-1/2"x3-1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER NOTES BW3 16" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf ird. PT (2)ply 1900 BW4 12" SPF (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN FRAME TO FRAME BW5 12" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 pif MID -SPAN WITH 1/2" FLITCH BW6 12" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160If p 3rd. PT. (2)HTS20 w/(24)10d x 12" NAILS BW7 16" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. BW8 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN 7" EMBEDMENT BWg 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 pif Mrd. PT. 860 1000 TO BEAM: SIMP. HUC410 w/(18)16d & MGT w/(22)10d a" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. (3) 12d (3) 12d NO 2 1.75 x11.875 LVL O BW10 12" SYP TOENAILS TOENAILS UPLIFT MID -SPAN 3640 BW11 12" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN 10 BW12 12" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 pif 2rd, PT. NAILS & (18)T"x24" TAPCONS 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. %" 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"x1/8" WASHER @ TOP. THREADED ROD TO BE PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE CONNECTIONS. 8. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDIT'L BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D IF B RG. WALL IS INDICATED WITH BW1, BW4, BW7, & BW10. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOENAILED/ ENDNAILED TO THE PLATE AND THE 2X BASE PLATE CAN BE ATTACHED WITH HARD CASED GUN NAILS & THE ANCHOR BOLT ATTACHMENT INDICATED IN BEARING WALL SCHEDULE IS NOT REQ'D. 9. AT SHEAR WALL LOCATIONS ONLY: NUT & WASHER @ BASE OF THREADED ROD ARE REQ'D. SEE PLAN FOR ADDIT'L SHEARWALL INFO. AND DETAILS. 10. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SD2 U.N.O. ON PLAN. 11. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD3 U.N.O. ON PLAN. 12. COLUMNS Win BEARING WALLS w/ UPLIFT THAT DO NOT SHOW A BASE CONNECTION: CONTRACTOR TO INSTALL THREADED ROD Win 6" OF COL. (MIN CENTER TO CENTER SPACING OF THREADED ROD IS 8") 13. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR FOR FURTHER REVIEW, 14. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX. ARE ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA. SIDE AND CRIPPLES AT 24"o.c. AT 2 -STORY OPEN AREAS INSTALL NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINST CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE LEAVE A" 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 C (4)2X4 SPF #2 BUILT UP STUD COLUMN O(2)2X6 SPF #2 BUILT UP STUD COLUMN O(3)2X6 SPF #2 BUILT UP STUD COLUMN Q(2)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X4 SYP #2 BUILT UP STUD COLUMN JO (2)2X6 SYP #2 BUILT UP STUD COLUMN O(2)2X8 SYP #2 BUILT UP STUD COLUMN O4x4 SYP #2 POST O6x6 SYP #2 POST O8x8 SYP #2 POST OP 3-1/2"x3-1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER NOTES (1)ply 1985 (1)ply 1985 O3-1/2"x5-1/4" ENGINEERED LUMBER COLUMN PER STRUCTUAL COVER NOTES. TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (2)ply 1900 (2)ply 1900 3-1/2"x7" ENGINEERED LUMBER COLUMN PER STRUCTURAL OR COVER NOTES. OS 3-1/2"x9-1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER NOTES. (2)1.75"x9.25" LVL (2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS FRAME TO FRAME ENGINEERED LUMBER COLUMN PER STRUCTURAL O5-1/4"x5-1/4" COVER NOTES. OV 5-1/4"x7" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER NOTES. B2xl2 WITH 1/2" FLITCH El 7"x7" ENGINEERED LUMBER COLUMN PER STRUCTURAL FRAME TO FRAME COVER NOTES. O3 1/2"X 117/8" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER NOTES. (2)HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 2490 5 1/4" X 9 1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER NOTES. SEE PLAN FOR WALL WIDTH (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) 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 & 8" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS &eEPDXY ANCHOR w/MIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)k" EPDXY ANCHORS w/ MIN. 7" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS, 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. NAIL SCHEDULE STANDARD NAIL GENERAL DIAMETER/ LENGTH 8d .131" x 22' 1 Od .148" x 3" 12d .148" x 34" 16d .162" x 3-2"' 8d RING SHANK .113" x 23" NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE TAG SIMPSON CONNECTOR TYPE VALUES VALUESSPF(Ib) TO POST: SIMP. HTS20 OR MSTA18 o-� w °°°°°°°°®°°°•'� a TO BEAM: SIMP. HUC48 w/(14)16d & (6)-1 Od NAILS SYP(lb) (2)2x8 #2 SYP META16 w/(7) 10dx12" NAILS OR B2x8 WITH 1/2" FLITCH w/(6)1 Od NAILS & (14)1"x2t' El META20 w/(7) 1 Od x 1 J" NAILS FRAME TO CMU 1450 1450 ON MASONRY: (1) SIMP. MSTAM24 (2)META16 OR (2)META20 2)2x12 #2 SYP w/j' FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 O Efl(1)ply TRUSS (10)10d x 12" NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 B2x1D (2)ply TRUSS (12)16d x 12" NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (2)ply 1900 (2)ply 1900 NAILS & (18)j"x24" TAPCONS H1OA w/(18)1Od x 1J" NAILS OR O H10A 1015 H10A 1340 (2)1.75"x9.25" LVL (2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS FRAME TO FRAME H10A-2 1070 H1OA-2 1245 H5.5xl 1.25 HTS20 w/(24)10d x 12" NAILS (10) 10d NAILS B2xl2 WITH 1/2" FLITCH El (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 1245 1450 PLATE BETWEEN PLIES (2)HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 2490 2900 SEE PLAN FOR WALL WIDTH (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO BEAM: SIMP. HUC410 w/(18)16d & V-0" TO 3'-11" 1 ElH2.5A w/(10)8d FRAME TO FRAME 535 600 2 MTS 12 w/(14)1 Od x 12' NAILS 10'-0" TO 12'-0" 3 ON MASONRY: (2) SIMP. MSTAM24 ] (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 860 1000 TO BEAM: SIMP. HUC410 w/(18)16d & MGT w/(22)10d a" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 2 1.75 x11.875 LVL O 7" EMBEDMENT NAILS & (18)j"x24" TAPCONS HTT4 w/(18)16d x 22" NAILS & 8" EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 TO POST: SIMP. HTS20 OR LSTA18 SET EPDXY MIN. 7" EMBEDMENT TO BEAM: SIMP. HUC410 w/(18)16d & 10 HGT-2 w/(16)10d NAILS w/a' EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 EPDXY MIN. 5" EMBEDMENT NAILS & (18)T"x24" TAPCONS 11 HTSM16 w/(8)1 Od NAILS & (4) -1"x 2-1" TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)1 Od NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928plf 15 LSTA24 w/(18)1Od NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52)16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 18 LTT20B w/(10) 10d NAILS & e" EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG. OR 1290 1300 6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS EPDXY MIN. 7" EMBED. CMU HTT4 w/(18) 16d x 22" NAILS w$' EPDXY ANCHOR w/SIMP. 1g SET EPDXY MIN. 7" EMBED. -AT LVL/PSL COLUMNS USE COLUMN TO FTG. 3640 4235 (18)#10x1" SD SCREWS INSTEAD OF NAILS (3)HTS20 w/(24)1 Od x 12' NAILS 20 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 3735 4350 21 F MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" FRAME TO CMU 2420 2800 TAPCONS 22 SIMPSON HGUS 5.50/10 W/ (62) 16d NAILS GIRDER TO COL./ BEAM 9100 4095 23 HUC210-2 HEADER TO CMU w/ (18) 1/4"x2-3/4" SIMPSON FRAME TO CMU GRAVITY:5085 GRAVITY:5085 TITENS & (10) 10d NAILS UPLIFT:1810 UPLIFT:1810 24 HUS26 TO LEDGER W/(14)16d NAILS AND TO TRUSS FRAME TO FRAME 1335 1550 W/(6)16d NAILS 25 HUSC210-2 W/(8)16d NAILS TO BEAM AND (8)16d NAILS TO FRAME TO FRAME GRAVITY:2125 GRAVITY:2125 COLUMN UPLIFT:3290 UPLIFT:3290 26 LTT20B w/(10) 1 Od NAILS & $" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 1290 1300 EPDXY MIN. 7" EMBED. STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. META16 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ 24"o.c. OR 32"o.c.) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. META16, @ 32"o.c. MAX. AND (2) AT EACH CORNER. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2 -PLY U.N.O. ON PLAN 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. 4. CONNECT ALL INTERIOR FLOOR TRUSSESMOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED META16 STRAP LOCATION. IF DOUBLE META16 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED WOUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL #2 SYP HEADER PLIES TOGETHER USING: (2) ROWS OF 10d NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X6 AND 2X8 HEADERS. (3) ROWS OF 10d NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X10 AND 2X12 HEADER$. 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. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS H2x6 (2)2x6 #2 SYP w/z" FLITCH PLATE TO POST: SIMP. HTS20 OR MSTA18 o-� w °°°°°°°°®°°°•'� a TO BEAM: SIMP. HUC48 w/(14)16d & (6)-1 Od NAILS H2x8 (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)1 Od NAILS & (14)1"x2t' H2x10 PLATE TAPCONS ULu ON MASONRY: (1) SIMP. MSTAM24 H2xl2 2)2x12 #2 SYP w/j' FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 O TO BEAM: SIMP. HUC410 w/(18)16d & H3.5x5.5 (2)2x10 #2 SYP (10) 10d NAILS B2x1D WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d H3.5x7.25 PLATE NAILS & (18)j"x24" TAPCONS O ON MASONRY: (1) SIMP. MSTAM24 H3.5x9.25 (2)1.75"x9.25" LVL TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & H5.5xl 1.25 (2)2x12 #2 SYP (10) 10d NAILS B2xl2 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d H3xl2 PLATE NAILS & (18)T"x24" TAPCONS PLATE BETWEEN PLIES ON MASONRY: (2) SIMP. MSTAM24 HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING TO POST SIMP. HTS20 OR LSTA18 SEE PLAN FOR WALL WIDTH TO BEAM: SIMP. HUC410 w/(18)16d & V-0" TO 3'-11" 1 (10) 1 O NAILS B3.5xl l.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d 8'-0" TO 9'-11" 2 NAILS & (18)4'x24" TAPCONS 10'-0" TO 12'-0" 3 ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS 63.5x11.875 2 1.75 x11.875 LVL O T MASONRY: SIMP. H 1 H 41 w/ 1 1 O ASONR . S M U4 0 OR UC 0 (0) Od NAILS & (18)j"x24" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS 63.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)T"x24" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. MSTAM24 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 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. MSTAM24 B3.5x20 (2) 1.75"40" LVL * U.N.O.FASTEN LVL PLIES TOGETHER USING (4) ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x SYP BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 121' O.C. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. NAIL ALL 2 -PLY LVL BEAMS (MAX. 12" DEEP) TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. (TYP. ONE SIDE) MIN 2" FROM TOP AND BOTTOM OF BEAM 3. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 4. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 5. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN 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/z" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) o-� w °°°°°°°°®°°°•'� a 16d NAILS H2x8 (2)2x8 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) m 16d NAILS H2x10 2)2x10 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) ULu 16d NAILS H2xl2 2)2x12 #2 SYP w/j' FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) O 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) O 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) O 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 16d NAILS H5.5xl 1.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 16d NAILS H3xl2 (3) 2x12 #2 SYP w/ 2" FLITCH ATTACH KING STUD TO HEADER w/(10) PLATE BETWEEN PLIES 16d NAILS HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE SEE PLAN FOR WALL WIDTH JACKS @ EA. END KINGS @ EA. END V-0" TO 3'-11" 1 1 4'-0" TO 7'-11" 2 2 8'-0" TO 9'-11" 2 3 10'-0" TO 12'-0" 3 4 ROOF NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ SINGLE TOP AND P.T. BASE PLATE LEAVE 1 1/2" GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD, CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2) 12d TOENAILS. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY TRUSSES 10. USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL, AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS, ADDITIONAL FEES MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT ---- STOP ---- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES NAILING SCHEDULE: w �Q z w w - z © Z ❑ 0 H LO CL 0 tY 0U CO z W D ❑ J OCI w H W U. O %0%%11111111111" #4 o) ®® �i % ®� w 00 ry w =_,j Z SCALE: - -- -- AS INDICATED ODJ �❑ [S4.1 o-� w °°°°°°°°®°°°•'� a ®®°�i� c� 5 ®� ®® o m U) w J ~ JOB No. TM - 2170936 SCALE: - -- -- AS INDICATED DATE: 6.12.2017 [S4.1 O U 0 w ULu �7 a • O r- z°. 0 O _ O O z p O Z� 0 4� 0 O L w i -- U F_ ❑ Z F_ 0 0 ti z ❑ ON O W Drs z P� a z o (� a 0 r LL - 6 O z z Z U ~°6 _ E_" .f)a 00(0 ❑ �W4EwZ `/ Z z w¢Zo T 0 O .2(' w N J U♦1z O �- W 0 O H Q ~� W O z w 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED p = 9. - PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END ui U) WITH (3) 1 O TOENAILS. O U z FLOOR FRAMING NOTES o Uri I ❑ O GENERAL NOTES z 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. w 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF d dam' LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR z F_ TRUSS DESIGN. z m O O -� � to NAILING SCHEDULE o °� w0 FLOOR SHEATHING TO BE J' PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION p O c j 0 PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). Z NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL O SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE cn z EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. 0 0 _j � 0 w w -j QW= NOTES: j r- S F-- 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL = 0 - MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE STRUCTURAL ENG: CFG MANUFACTURER, J 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND Q DRAFTING: ADDITIONAL INFORMATION REQ, FOR DOOR AND WINDOW INSTALLATION ALONG WITH z-STRUCT: TNA / DJ DIMENSIONS NOT SHOWN HERE. w © QC CHECK: CC cn__ _........_._ __.. NOTES & CONNECTOR LEGEND ~ JOB No. TM - 2170936 SCALE: - -- -- AS INDICATED DATE: 6.12.2017 [S4.1 l �i[I_II I' II II 1 I' II LI II' I i Il�ll Ilil�l11fll1Li ll 11 I I_ CONTRACTOR TO VERIFY AT CORNERS PRECAST "U" METAL LATH OR WIRE SCREEN THE GROUT IS LEVEL PROVIDE LINTEL W/ 3000 OVER COURSES NOT REQ'D WITH TOP OF BLOCK FOR STANDARD #5 psi CONC. PER TO BE FILLED. (SHEET METAL PROPER TRUSS/ FLOOR HOOK BAR. LAP LINTEL PLAN. IF & PAPER FELT PROHIBITED) TYPICAL TRUSS ANCHOR PER PLAN SYSTEM BEARING (MIN 3") OTHER BARS INTO REBAR IS TYP. BOND BEAM 8"x8"x16"K,O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ p CL w w a r 0 w z z O Q CORNER AS REQ'D INDICATED IN ° GRADE 40 PROVIDE SCREEN WHEN BLOCK BELOW LINTEL, #5 TO BE HOOK PER LENGTH IS NOT REQUIRED TO BE FILLED HOOKED INTO MD08 LAP SPLICE SIDE VERTICALS F I ° STANDARD 90 DEGREE HOOK 04 �- .. 4' •'' .•'v .' °• '�d.�d; < d•• °- — '- "" —' ^' ''"' "'!".`d'< . '` .v• '.'. „ ` ''° '�"' —`�'^ "` "" °' o_ w TYP. BOND BEAM 8"x8"x16"K,O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ p <: d ' ° : d . p i 7 °.a ° m` < o °• d d..'. c 1 #5 DIA. REBAR 18 #4 O LL 5 5/8 p4.d ° LO 0OW d •� 55/8 I 24 FRAME INFILL AROU 31/8 a. d ;:, Z co 0 p w 33/4 d. BOTTOM STEEL IN LINTEL IF co W #6 ° ° 11 INDICATE -SHOULD HOOK INTO s FILLED CELL INFO. MIN. (1) IS REQ'D ON 30 4 VERTICAL CELLS PER MD08 a °',t d °� da -a6 181/2 36 ROUGH OPENING PER PLAN ' —' —"" — ' 401 ' 16 1/2 d q •. 51/4 9 13/16 STD. 90 DEGREE ANGLE 3000 psi _ 'A CONC. w/ (1) #5 DIA. REBAR 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE ° BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE '�' I MD08 FOR LAP INFO. a ROT ° GRADE 40 GRADE 60 • �•. d LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE a . NO ° "D10 ' TYPI AL SHEAR WALL SEGMENT "D11 #3 '. 41/4 7 TRANSOM OPENING 21/4 ,. 91/4 18 #4 21/2 5 5/8 91/2 20 •� 55/8 ' 24 FRAME INFILL AROU 31/8 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE ° BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE '�' I MD08 FOR LAP INFO. a ROT PROVIDE CLEAN OUT OPENING @ G U FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT Stt 1-UUNUA I SUN I -UK t-UU I INU TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" _ T0: 3'-2" 3'-2" 13f-811 I(D] I(D] SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 • �•. d LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE a . NO -SHEAR WALL AT OPENING "D10 ' TYPI AL SHEAR WALL SEGMENT "D11 #3 '. 41/4 7 TRANSOM OPENING 21/4 ,. 91/4 18 #4 PROVIDE CLEAN OUT OPENING @ G U FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT Stt 1-UUNUA I SUN I -UK t-UU I INU TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" _ T0: 3'-2" 3'-2" 13f-811 I(D] I(D] LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = l'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 • �•. i.' ••N. ''4 1• LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE HA„ : LINTEL PER PLAN ° '' •':r" "D10 .VAGI "B" vicil "D11 #3 '. 41/4 7 TRANSOM OPENING 21/4 ,. 91/4 18 #4 21/2 5 5/8 91/2 20 •� 55/8 ' 24 FRAME INFILL AROU 31/8 �. 113/4 25 33/4 7 . SEE DOWEL PLAN FOR 30 #6 WINDOW BY BUILDER SEE WF01/SD1 FOR s FILLED CELL INFO. MIN. (1) IS REQ'D ON 30 41/2 MORE INFO 181/2 36 .. ° .. 9 13/16 16 1/2 EITHER SIDE U.N.O. 51/4 9 13/16 21 3/4 42 d f� r ;e' ;• • .'::. (2) 2X8 SYP#2 P.T. HEADER :.': '•' :r • TURNED SIDEWAYS. ATTACH TO MASONRY WALL W/SIMPSON HU28-2 DOOR OR WINDOW OPENING . . HANGER @ EA. END. W/ MAX. OPENING 4 FT (14) 1/4" x 2-3/4" TAPCONS TO MASONRY & (6) 1 Od NAILS TO HEADER LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = l'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE HA„ "B" vicil "D10 .VAGI "B" vicil "D11 #3 17/8 41/4 7 15 21/4 41/4 91/4 18 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 #5 31/8 7 113/4 25 33/4 7 151/2 30 #6 33/4 81/16 14 30 41/2 81/16 181/2 36 9 13/16 16 1/2 35 51/4 9 13/16 21 3/4 42 2 U LAP SPLICE EMBEDDED AD08 REBAR SPLICE DETAIL SCALE: 3/4" = T-0" STANDARD 90° HOOK U STANDARD 180° HOOK #3=2Y2" #4=2Y2" #5=2%'" #6=3" #7=3Y2" PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LINTEL MANUFACTURERS: APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE CASTE -CRETE, QUALITY, AND LOTTS Q ui STANDARD LINTELSSTANDARD LINTEL NOTES Lu o CLEAR OPENING 8" UNFILLED 8F8 -1B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24 -113/13F24-013 81=32-113/8F32-013 p 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 1'-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 ui � 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONTINUOUS THROUGHOUT INCLUDING ABOVE MASONRY - 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 OPENINGS. U.N.O. 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 ' 3'-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. N 3'-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 8" BEARING EA. END 4"-0" 860 1651/1349 5365 / 1999 7342 / 3123 10000/4249 4• LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN O 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 5'-2" 570 1232/1232 3480/ 2580 8360/3586 8825/4592 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT z ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. w O 6'-2" 488 991/991 2661/2143 5681/2698 6472/368 g I... 7"-0" 416 752/699 1843/1625 3486/2602 6390/3302 5. (-) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD n 0. 8'-01" 354 726/699 1843/1625 3486/2255 6205/2885 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS V-2" 315 618/535 1533/1247 2781/1946 4754/2489 ADEQUATE FOR THE LOADS. 1 O V 10'-0" 292 5671454 1366/1277 2423/1770 4006/2263 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS O (A 10'-8" 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 LV 11'-2" 255 471/352 1075/1075 1838/1567 2883/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 0 1214" 239 418/297 1075/1045 1838/1446 2883/1848 7• LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL m 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS 13'-41" 0 328/0 1234/0 177910 2662/0 14'-0" 0 292/0 1160/0 1660/0 2439/0 16'-0" 0 284/0 950/0 1379/0 1997/0LL 18'-0" 0 211/0 750/0 1177/0 1676/0 MATERIALS w� 18'4" 0 142/0 598/0 1114/0 1468/0 1. fc PRECAST LINTELS = 3500 PSI. H W 20'-0" 0 180/0 598/0 1024/0 1441/0w 2. f PRESTRESSED LINTELS = 6000 psi. LL 20'-8" 0 14510 550/0 981/0 1376/0 3. GROUTED PER ASTM C476 f = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 0 22'-8" D 110/0 450/0 824/0 1147/0 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE O r�r ®%I1111111j,°®®°® 0)RECESSED LINTELS -FILLED STRENGTH = 1900 PSI. CLEAR OPENING 8R6-1B/8R6-OB 8R14-lB/8R14-OB 8R22-1B/8R22-OB 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW >®�` �'® 0.6*0 I ®®® o- 2'-4" 1694/1694 3725/3280 5499/5421 •® '0 ® ®� 2'_8" 1425/1426 3343/3280 4933/4933 RELAXATION. 7/32 WIRE PER ASTM A510. 4 `r ' � L 00 3'-0" 1230/1230 2769/2769 4085/ 4085 �- �- •® � Y o X-4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE r =U c� ¢ U 4'-41' 846/833 2121/1716 3127 / 2839®' 5'_4" 664/572 1761/1761 2695/2595 LINTEL F = FILLED WITH GROUT / y•g® ® w Q 6'-4" 5261434 1539/1539 1329/2267 MARK ,REQUIREMENTS U = UNFILLED R =RECESSED 6' ®®® .•• 5 ® Z � °®®®•®®®®® ��i 7'-4" 480/322 1334/ 1334 1964/1552 g'_4" 4151235 1152 / 1152 1694/1552 QUANTITY OF #5 REBAR @ 0 Q ®® ® ® O 8RF6-1B/1T BOTTOM OF LINTEL CAVITY Iz—®®0®ie®'I'p®°°®® m 8F16-1 B/1T e 8F8-1B/1T `�- U 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER O QUANTITY OF #5 REBAR AT TOP w zi 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. 0 8RF14-1B/1T NOMINAL HEIGHT a r l 3) PRO -CRETE LINTELS ARE AND ADEQUATE SUBSTITUTION. O 2 V p O NOMINAL WIDTH O 8F16-1B/1T U TYPE DESIGNATION °z O 8RF14-OB/1T M N O 1-1/2" CLEAR l --d ULu �3J o 8F16-OB/1T � c 8F20-1B/1T .j 9 p~. M Z 0 W #5 REBAR AT TOP MIN. 1 REQ'D = H+-� U o O rs () H 8F20-OB/1T Q Q C.M.U. w Z O8RF22-1B/1T O dml GROUT Z �- 1 7 #5 REBAR AT BOTTOM OF LINTEL V _<0 8F24-1B/1T � CAVITY Z O-------,� BOTTOM REINFORCING PROVIDED >O� .� O 8RF22-OB/1T O 7-5/8" ACTUAL IN LINTEL (VARIES) 0� O 8F24-OB/1T 8" NOMINAL WIDTH 1 Q' FILLED � N 8RF30-1 B/1T O U 0 8F32-1B/1T 1-1/2" CLEAR 0 h � 0 8RF30-OB/1T _j _ Q w 0 O:D#5 REBAR AT TOP MIN. (1) REQ'D Q Z s 8F32 -OB/1T Q ¢ C.M.0 U) z O 8F38 -16/1T QLu Z 0 O o N O 8F12 -1 B/1T z °� Iw- Z (n -r - 8 —, BOTTOM REINFORCING PROVIDED U J Z V F vi - O 8F40 -0B/1T 0z 2 7-5/8" ACTUAL IN LINTEL (VARIES) i ^ H W w Ow 8F8 -0B/1T $" NOMINAL WIDTH _ = Q = o � v g U) O t- w ui O UNFILLED _ "--� Z Z a w z o 1=o uj O 0 0 2 Q. SAFE LOAD TABLE NOTES Lu W N I-- w N 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED Q J „� Z O U O LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL 0 F- RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 0F- 0 2. 0 = NOT RATED. Q W 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. Z W 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR 0 = --r 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING � - -�- ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. O OD CV 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. C7 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CO CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF z 0 SUPPORT. Q 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. Li 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. Z w 11 _ CO 1- d, D z ZmO OM V) X O —j Y J A W o LU 1 w 0(1_)O Z m w F,.. O ...'__ Lu n > -WO LLJ Q Imo— �"S' i=--• v [L STRUCTURALENG: CFG J Q DRAFTING: F- z-STRUCT: TNA / DJ w_. _.. - - ._.......__ 00' QC CHECK: CC LL! JOB No. TM -2170936 SCALE: AS INDICATED LINTEL PLAN ______ ~ DATE: 6.1220011 7 _ III III I:LL II 1 1' 1 1 1 1 L:.f IL.'ll I I I_ 1 (1) #5 FROM FTG, TO Luuj (1) #5 FROM FTG. TO TIE BEAM SPLICE TO �'� TIE BEAM SPLICE TO 4 1 BE MIN, 25" GROUT BE MIN. 25" GROUT CELL SOLID CELL SOLID C) I I MASONRY WALL MASONRY WALL �1 SEE PLAN I SEE PLAN CONCRETE SLAB PER FOUNDATION PLAN n CONCRETE SLAB PER�W, FOUNDATION PLAN Y 1: VARIES e.:. SEE- a 1' w CO CL A .aa '1•d d ° .da 4 ..ea .1'4' co O (n 14 GRADE -14 GRADE00 :v 7 q cam'• �wr a _ J' —_cc _ — w —1 I—I I _ 4 —11 I a T i—I —I I ,°� a I I_ ° o Q IL 0 _bo IF BRG. WALL ABOVE- HOLD BRG WALL BACK 1/2" J -BOLT W/ MIN. 6" SO GYP FINISH IS PAST DEEPEST STEP FLUSH w/FOUNDATION U) REQ'D MIN 4" BELOW Lu CONC. SLAB PER (1) #5 CONT. w/ 1-1/2"' CONC. SLAB PER FOUNDATION PLAN COVER TYP 1 4/2" COVER TYP FOUNDATION PLAN 2x BRG WALL PER PLAN AND BEARING WALL SCHEDULE 2x BRG WALL PER PLAN AND BEARING WALL SCHEDULE 2 1i4.. CONC. SLAB PER z CONCRETE SLAB PER W FOUNDATION PLAN a FOUNDATION PLAN zz 10 Z > 2x PT SILL PLATE 2x P.T. SILL PLATE. W a- CL d d w e. A, 1 fn qa A. ea a e• d°' *e 4.. ' ° : .1' • :A• . a.. `. a � , .. a •� I •'. �! � � ; — :4 '° --1 I _• ° 4 :4 °. I I • .., ..• a' .• ' _— a ° • q : ' .. • . a• .. � .: a .' '. —III D . • "., _ �I I I— a.. ° . d• — _____ .III—I I 1-1 Exi . = d•' ISI—I�I— I— d.. .. — _ ; I — — — — —1 _ID(I- — — T 4 I I- III _. '• �;, -IMPI = III -i I1 III I I_-1 I — I I I=III III III- (2) #5 B RS CONT. w/ 3" 8 8" 8"' (2) #5 BARS CONT. r I I I =1 D I I (2) #5 BARS CONT. I I (I 1=1 I -= CLEAN COMPACTED 8 16' W 2 -STORY COND. (3) #5 W/ 3" COVER TYP. `' ' '—' ' ' ' 01 CLEAN COMPACTED W/ 3" COVER TYP. 3h B'pVEi' FILL @ 95% STANDARD CLEAN COMPACTED CLEAN COMPACTEDBARS CLEAN COMPACTED 3" COVER FILL @ 95% STANDARD 8" 1,-4" DENSITY FILL 95% STANDARD U 6 8 8 „ „ @ O COVER TYPCOT T. w/ 3" „ �, „ BE 20" WIDE &FTG TO $ 1 -4 DENSITY DENSITY FILL @ 95%STANDARD FILL @ 95% STANDARD - 14 (2) #5 BARS CONT, w/ 3 `'' 2 -STORY COND. (3) #5 DENSITY DENSITY WHERE 2ND STORY OCCURS, COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO WHERE 2ND STORY OCCURS, FTG FTG 2 -STORY COND. (3) #5 FILL @ 95% STANDARD BE 20" WIDE SHALL BE V-4" WIDE w/(3) #5 BARS SHALL BE V-4" WIDE w/(3) #5 BARS BARS REQ'D & FTG TO DENSITY BE 20" WIDE FO TYPICAL EXTERIOR FOOTING AFO TYPICAL GARAGE CURB FOOTING FO NON-BEARING SLAB STEP DOWN gFO4NDOUBLE STEP FOOTING 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" OPT MASONRY CURB @ ELEV. 0'-0" w/ (1) #5 CONT. BAR VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS w SLOPED GROUT TO w 11 DRAIN 11 • OPTIONAL CURB BY ao MIN. 24" BEFORE a�':1. '.° ..d4:.. 11 BUILDER CONC. SLAB PER „ ANOTHER STEP SLOPE I .-: I1 CONC. SLAB PER FOUNDATION PLAN SLAB w/ (1) #5 CONT. 1 a . 4 e a FOUNDATION PLAN w/ 3" COVER TYP. #5 CONT. PER MFG 8" a 1 REINFORCEMENT SEE " 3/4"=1'-0" MASONRY WALL - SEE PLAN CONC. SLAB PER FOUNDATION PLAN oe '. ° d .1 FOUNDATION PLAN �- p: ' ', A:. ..• 'a GRADE W a ° a4 a }a _— o ....�I: .r �'.. �° ►- w a. a e.j 1 .°a .,A.r',1: FOR QUANTITY ♦.,. ' • III—I I T °° e :„,b• d . _ � _ _ ....�. w ,�.'.� �,�'., �..� a • ° 1 a : — -I I ID I I=11 I I I i III . � a ;r. Q a. .I 1.°....,.• .!i' 4 #5 x 25” x 25" CORNER THRESHOLD PER MFG a °° Aa. . — —III—III_ — — — — — — _ _ _ d ° 4 • ' e ' — e a a 1 BAR, ONE FOR EA. W a _ _ 1-1--� = I 4 • e 1 1 HORIZONTAL U I — a G III III—III III III— I I I n n ° a d a.• W II, I I REBAR, TYP. U.N.O. CONC, SLAB PER I _I — °° 1, III=1 I D _ _ I ___ IIID I~ I ( I I —_- FOUNDATION PLAN I— Q ' W a _.�. ". • A a ° e ° ° ' Idl 1=1 —1 I 1 1 11=1 � 1 L I I . I I Lu w � _ � .� .�'° _ .WON=. _ ° ' �' I I—III I I _ a' e 4 ae a „ (2) #5 BARS CONT. e.': . ° w _ _ „ SLOPE W/ 3 COVER TYP.; @ A, Lo I'„I I I _I 1' 16) (MIN.= 1 COVER TYP. ..es4. , — „ U (2) #5 CONT. w/ 3 — I 2 -STORY CONDITION 1 -4 2 #5 BARS CONT. - -I 11= — PER MFG `''. �.`. SLOPE EXT. SURFACE (3) #5 BARS w/ 20 O ih COVER TYP. —III—III—III—III—I (2) #5 BENT BARS w/ W/ 3” COVER TYP. CLEAN COMPACTED MIN. 25" LAP SPLICE WHERE 2ND STORY OCCURS, FTG FILL @ 95% STANDARD SHALL BE V-4" WIDE w/(3) #5 BARS DENSITY AFO�FOOTING @SHOWER AT MASONRY fiFO THICKENED EDGE FO TYPICAL STEP FOOTING DETAIL AR'�k TYPICAL CORNER BAR DETAIL (TOP VIEW) 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4„=1 r„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' MIN (1) #5 BAR @ FILLED SOLID FOUNDATION PLAN 1-1/2„ CLEAR CONC. SLAB PER CLEAR NOSING TOP VIEW Gip CORNER SEE ELEVATION FOUNDATION PLAN SEE CMU BASE w/ 1 #5 GARAGE WALL VERTICAL @ EACH ° _ •' °�.. E, _ _ 1• : ' °t PLAN CORNER. SEE FLR. — _ I I—III— ” ° °' . o BEYOND 4 _ " —1 i 1-1 I I— a ' . r ' m _ r _ CONC. SLAB PER PLAN FOR BASE SIZE 4. a Co M I --- ' r: ' ' •1' z {2) #5 DIA, BARS @ TOP — 1 �. Z ¢ (2) #5 DIA. BARS @ TOP T 1 d e z , FOUNDATION �r . a : a W DRIVEWAY BY a' D ° W g - PLAN WHEN MONO DEPTH j, . ' .1.. O WHEN MONO DEPTH 1 —I r -' N C Z 2 BUILDER- CONCRETE ., III—I : _ 4 OR PAVERS SEE FOUNDATION FOR 1; <. > EXCEEDS 26", IF �— i DEPTH < 26" THESE4. °. r e ~ DEPTH 266THESE a ° a O ��, PAD SIZE fi w BARS ARE NOT REQ1D D D << , ' IA' BARS ARE NOT REQ'D I I I-- A° •. a -d,° e 3/4 _ 1. `q e ; e w -� d . • 'e . GRADE 1 — 1 a 1 q. GRA E . d a CONC. SLAB OR ° > w _—I (( 1 1 _ #3 STIRRUPS @ 48 d . ' a dd as PAVERS PER PLAN °°' 4 4° O #3 STIRRUPS @ 48 _ a d , , = I , d :1' ' 1 — <I ( O.C. WHEN MONO .. .a . _ a 1 .. a G O.C. WHEN MONO =III—I _ — z _ a a — _ r 1 `� DEPTH EXCEEDS 26", 1 . ' -- —I DEPTH EXCEEDS 26 , _ 1 - - I —° '-CLEAN COMPACTED °•.. �.. ° „ i l I=III ---� I_ _ —I I = 1 I - 20"x8"— I o . „. a % d°. ::a IF IF DEPTH < 26 THESE,'�; IF DEPTH < 26 THESE I I �I ;p1... �pi�..'.' —_) I• THICKENED _ _ —I FILL @ 95 /o STANDARD _ — 4 a e _ _ BARS ARE NOT REQ D _1 ,� . • — _ IL� I I I-1 I I I I I! DENSITY _ r• ° .. .. BARS ARE NOT REQ'D I i . • I - EDGE W/ (2) #5 -1 11= ° Lam°�,,!,� .� .;� ,,,, ,.:� : — I I=III= CLEAN COMPACTED (2) #5 BARS CONT. W/ I I I I—I, I—I , I- I CLEAN COMPACTED CONTINUOUS 1 -8 3 COVER TYP. CLEAN COMPACTED a, a _- (2) #5 BARS CONT. W/ ; , 10 70,FILL @ 95% STANDARD — — -- —� 3" COVER TYP. 1'-4" FILL @ 95%STANDARD 3 COVER TYP. 1 1-4„ FILL @ 95% STANDARD DENSITY I— — DENSITY DENSITY A F1 THICKENED EDGE @ GARAGE DOOR AF'lkFOOTING @ ENTRY MASONRY COLUMN AF2kDEEP MONOLITHIC FOOTING AF22),G DEEP MONOLITHIC FOOTING W/ STAIR 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0„ TOP (2) #5 x 4'-0" CENTERED AT PIPE PVC OR SCH40 SLEEVE PENETRATION p . 4 q d 8" CMU - TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE 1 1=1 1_1 -'° • _) =I FINISH PER ELEV. CENTERED AT PIPE _ CONC. SLAB PER 8" C.M.U. FINISH PER PENETRATION I I FOUNDATION PLAN FINISH FLOOR ELEV. -) Z = a 4 PENETRATING FINISH FLOOR _ GRADE PIPE PENETRATING PIPE I --I ((_� 1 —III ---I I I= I I=� - .. ' A. ::.'.. , < a .p a ' -I PLAN FOR — d LOOP TIE (TYP.) © _ _ _ ad a• d REINF. Z — PIPE PERPENDICULAR TO FND PVC SLEEVE MIN. I I— I—III— �_ FOOTING PER PLAN z ', I I =1 I = = 1= =1 I 1=1 I 1=� 1 DIAMETER TO BE 2 PIPE SIZES LARGER CLEAN COMPACTED THAN THE FILL @ 95% STANDARD PENETRATING PIPE (SIDE VIEW) DENSITY TYPICAL FOUNDATION PENETRATIONS 3/4"=1'-0" •III—_ FOOTING PER PLAN -I 1 I ;III 1= SEFOR SIZE N( (FRONT VIEW) PVC SLEEVE -1 L I_ & REINF, (— PIPE VERTICAL THRU FDN 3/4"=1'-0" (1) #5 FROM FTG, TO TIE BEAM MIN. 25" SPLICE GROUT CELL SOLID PER PLANS OR GRADE 1/4" PER WIDE FOOTING CLEAN COMPACTED FOOT AWAY FROM FILL @ 95% STANDARD BUILDING ELASTOMERIC JOINT DENSITY FILLER IF1 EXTERIOR DOOR POURED SILL fiF1' FOOTING AT INTERIOR BEARING WITH CMU NOT USED 3/4"=1'-0" 3/4"=1'-0" Luuj C) D n Y s. d� D D ij 0 c1— n 0.. JJ — U �w z 0 Y i JJ � __LuJ_ L O ®®�®rrrllrrrr®®®y®® WM o a- uj 00 COO ua s � _ Z ®v �® Q d 0 � . J ,�y • Lij Q ®®®bV ®�®®® Z Q ®®®®®� ®®®` CL ��,®®®�®®fir PR®�®®®® "'� 0 E I m LL U) w "D IL O U U 0 0 M U o LJJ ci Q �•ry � O U LILo O wglG��� ami 0 C5 U) O :► IY (l. F� p �r M L n: LId U ♦ ) cn Q �. Q Z C7 U- 0 �.., ti Lu z W C) °' O O Q N 06 LU zu-j- 8 Q (� Q zo ; _ o- rn i Z ►-5 (0 O O o = cn W,zp c W _ O --I U) z w - 8 Q zoc�nsw _ � z Z �U)~Z E Q ¢ zp LL 0 ,S 0 () Q a Z0 f U- O Q J Z 0 O F -r I j Z LLI LL w U) U) t10•. C7 Z O O z o 3 w 11 D z H z m 0 O -a ui O Lu 1 0 0c~i�0 LU r) U) OF -W 0 Lu 0 Lu v CL STRUCTURAL ENG CFG <( DRAFTING. p z W -STRUCT: TNA / DJ QC CHECK CC _. - ._-__ _._.._-- � JOB No. TM - 2170936 SCALE: AS INDICATED ~ DATE: 6.12.2017 SD1 -- 1. MIN. (6)1/2'x5"TITEN HD W/ 3-1/2' MIN. EMBED. (2) 2x TOP PLATE W/ 2. MIN. (6)1/2" ASTM F1554, Gr, 36 (OR BETTER) THREADED ROD WI (3) 12d END NAILS TO LAST STUD 4-1/2" MIN. EMBED. W/ SIMPSON SET -XP EPDXY OR EQUIV, USE TYPICAL TIE BEAM PROVIDE STANDARD 2"x2" SQUARE WASHER — 2x6xl2 P.T, SYP #2 CENTER w/ 3000 psi . •,' w CONC. w/ 1 HOOK BUCK SEE PLAN FOR WALL °_ ( ) #5 REBAR CONT. \A, 1/2" J -BOLT w151/2" EMBED. FRAMING INFO ° °STD HOOK 2x P.T. SYP #2 NAILER w/ (1) ° .:� 1/4"x2-3/4" TAPCONS @ 24" BLOCKING PER BRC 2x PT STUD OR ALTERNATE 1x PT (1) #5 IN TIE BEAM P_. O.C. & 4" FROM ENDS WALL SCHEDULE Qa FURRING TO CMU W/ 2x FRAMING PER F 1 1/2" ANCHOR NOT PERMITTED. ' ". PLAN 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 X u T^ THREADED ROD PER I 4 E t.. O a BUCK. SPACE REMAINING O Q. SPACED g TITEN HD ANCHORS w/ ---- PLANS. MIN. 6 FROM GROUT FILLED CELL (IF "° ANCHORS @ 24" Q.C. MAX END OF BRG. WALL/ MIN. 1 4" EMBEDMENT FOR HOLLOW CD REQ'D PER PLAN) I .. ° BLOCK OR 3 1/2" EMBEDMENT FOR SOLID ._.,.. 45 DEG, BEVEL CUT 2x6 P.T. MASONRY WALL ° > 11 SYP #2 BUCK END, 1 1l2" BLOCK. MAX. 6" FROM TOP AND BOTTOM NOTE: SEE MD08 ON > m w ABOVE GARAGE F.F., EA: OR 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6" LINTEL PLAN FOR -0 m _ � � BASE PLATE FROM TOP AND BOTTOM AND 12" O.C. o - SIDE OF OPENING ' ADDIT'L REBAR INFO a CONNECTION PER BRG NOTE: CONTRACTOR TO WALL SCHEDULE BETWEEN VERIFY BUCK TO CMU SECTION ATTACHMENT LOCATIONS PT BASE PLATE PER GARAGE DOOR MFR.'S VERTICAL REINFORCEMENT DETAIL #DO GARAGE BUCK DETAIL WRITTEN SPECIFICATIONS "DOBEARING/ SHEARWALL CONNECTION TO CMU 11/2"=V-0" K:��) (MAX. 170C) 1/2"=l' -O" 3/4"=1'-0" "4' LINTEL (SEE PLAN) SHEATHING PER PLAN SEE TYPICAL HEADER 7/16" O.S.B. EA. SIDE FRAMING DETAILS FOR TYP. TRUSS TO FRAME �- ADDITONAL CONNECTION PER PRECAST LINT' PLAN MASONRY WAL SEE PLAN 2x8 W/ (2) 16d 1 NAILS EA. END 2x SPF CONT. BLOCKING ATT 7/16" OSB W/ (2 NAILS 7/16" OSB EA. 6d NAILS @ 16" SIDE & TOP NA 2x BUCK PER h THIS SHEET ARCH WINDOW FRAMING DETAILS PRE-ENGINEEF TRUSSES PER 24" 0. C. MAX. TYP. TRUSS T( CONNECTION I CONNECTION i EXT. SHEATHIP ATTACHED PEI NAILING SCHEI FROM TOP OF KNEEWALL TO OR SP2 CLIPS, AND SPI CLIP: BASE ARE REG 2x BLOCKING MIN 2x4 STUD O/C 2x P.T. PLATE 1/2" x 8" A.B. OF HID @32"O.C. FROM EA. END ON BASE PLAT TOP KNOCK 01 COURSE W/ (1; CONT. AF�lKNEEWALL ABOVE MASONRY WALL 3/4"=1'-0" 2x BLK'G. TO O.S.B. ARCH PER ELEV (1) #5 BAR IN PRECAST MIN. VIEW w/ CMU OF OPENING IL 4" MIN, FROM TO BE INSTALLED WITHIN HEADER (SEE PLAN TYPICAL FILLED CELL 7/16" O.S.B. EA. SIDE ARCH PER ELEV LINTEL r_. (2) - 8d EACH END 1-1/2" OF HEAD JOINT FACE OF CMU VIEW w/ WOOD °c w/ 3000 psi CONC. w/(1) OPRE-ENGINEERED ROOF TRUSS PER PLAN BELOW (2) #5's VERTICAL IN _._.,_J _ IF NO WEB IS PRESENT MIN. (6)1/2" DIAMETER ODOUBLE #5 REBAR VERT. t,4 WALL WITH STUDS @ H3, H4, OR H5 @ EA. END OF TRUSS OR GROUT FILLED CELL RAFTER (2) 2x #2 SYP SEE PLAN J -BOLTS USING 2"X2" SQ. JOCOMMON VERIFY w/ PLAN FOR 2x #2 SYP SEE PLAN FINISH PER ARCHSFIN STRUCTURAL ROOF TRUSSES PER PLAN OR CURVED OCURVED WASHERS & 5-112" MIN. IF OPENING PROVIDED REQ'D LOCATIONS NOTE: SEE ARCH ELEVATION Z 1/4"=1'-0" NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. SIDES FROM TOP OF EMBED. AT EA. 2x6 P.T. DOOR WALL TO BOTTOM OF WALL w/ STUDS @ 16" I BUILDER FRAME WALL TO BOTTOM OF 716" OSB EACH SIDE, BEAM. ATTACHED PER 2x4 #2 SYP RAT RUNT BUCK, EA. SIDE OF OPENING. BEAM. ATTACHED PER V/ 6d NAILS @ 16" O.C. I TO CL PRECAST LINTEL OR NAILING SCHEDULE FIRST ANCHOR (BOTTOM & ATTACHED PER CMU WALL PER PLAN ED w (2) BAYS PAST A/C ­4OTHERWISE SP2 CLIPS TOP) 8" MAX ABOVE GARAGE MASONRY WALL a 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 X u T^ THREADED ROD PER I 4 E t.. O a BUCK. SPACE REMAINING O Q. SPACED g TITEN HD ANCHORS w/ ---- PLANS. MIN. 6 FROM GROUT FILLED CELL (IF "° ANCHORS @ 24" Q.C. MAX END OF BRG. WALL/ MIN. 1 4" EMBEDMENT FOR HOLLOW CD REQ'D PER PLAN) I .. ° BLOCK OR 3 1/2" EMBEDMENT FOR SOLID ._.,.. 45 DEG, BEVEL CUT 2x6 P.T. MASONRY WALL ° > 11 SYP #2 BUCK END, 1 1l2" BLOCK. MAX. 6" FROM TOP AND BOTTOM NOTE: SEE MD08 ON > m w ABOVE GARAGE F.F., EA: OR 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6" LINTEL PLAN FOR -0 m _ � � BASE PLATE FROM TOP AND BOTTOM AND 12" O.C. o - SIDE OF OPENING ' ADDIT'L REBAR INFO a CONNECTION PER BRG NOTE: CONTRACTOR TO WALL SCHEDULE BETWEEN VERIFY BUCK TO CMU SECTION ATTACHMENT LOCATIONS PT BASE PLATE PER GARAGE DOOR MFR.'S VERTICAL REINFORCEMENT DETAIL #DO GARAGE BUCK DETAIL WRITTEN SPECIFICATIONS "DOBEARING/ SHEARWALL CONNECTION TO CMU 11/2"=V-0" K:��) (MAX. 170C) 1/2"=l' -O" 3/4"=1'-0" "4' LINTEL (SEE PLAN) SHEATHING PER PLAN SEE TYPICAL HEADER 7/16" O.S.B. EA. SIDE FRAMING DETAILS FOR TYP. TRUSS TO FRAME �- ADDITONAL CONNECTION PER PRECAST LINT' PLAN MASONRY WAL SEE PLAN 2x8 W/ (2) 16d 1 NAILS EA. END 2x SPF CONT. BLOCKING ATT 7/16" OSB W/ (2 NAILS 7/16" OSB EA. 6d NAILS @ 16" SIDE & TOP NA 2x BUCK PER h THIS SHEET ARCH WINDOW FRAMING DETAILS PRE-ENGINEEF TRUSSES PER 24" 0. C. MAX. TYP. TRUSS T( CONNECTION I CONNECTION i EXT. SHEATHIP ATTACHED PEI NAILING SCHEI FROM TOP OF KNEEWALL TO OR SP2 CLIPS, AND SPI CLIP: BASE ARE REG 2x BLOCKING MIN 2x4 STUD O/C 2x P.T. PLATE 1/2" x 8" A.B. OF HID @32"O.C. FROM EA. END ON BASE PLAT TOP KNOCK 01 COURSE W/ (1; CONT. AF�lKNEEWALL ABOVE MASONRY WALL 3/4"=1'-0" 2x BLK'G. TO O.S.B. ARCH PER ELEV (2) - 8d EACH END END VIEW w/ CMU ROOF SHEATHING FOR STRAP HEADER (SEE PLAN CONT. ROOF SHEATHING NAIL PER PLAN 7/16" O.S.B. EA. SIDE ARCH PER ELEV 2x BLK'G. TO O.S.B. IF (2) - 8d EACH END END VIEW w/ WOOD 601 DORMER FRAMING DETAIL 1 "=1'-0" IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ 24" O.C. & EXT. SHEATHING INSTALLED PER NAILING PATTERN CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MASONRY WALL PER PLAN O2x STUDS @ 16" O.C. FOR KNEE WALL 2x BUCKS, LSTA1.8 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT 1x4 ROOF SHEATHING FOR STRAP CQ CONT. ROOF SHEATHING NAIL PER PLAN (2) 2x TOP PLATE PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END OTO TOP CHORDS OF TRUSSES BELOW WHEN CHORD WITH (4) 10d BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS NAILS BELOW AND CONNECT w/ HTS20 @ 32" O.C. OPRE-ENGINEERED ROOF TRUSS PER PLAN BELOW O2x PLATES OVER ROOF DECK PER VALLEY IF NO WEB IS PRESENT FRAMING DETAIL ODOUBLE TOP PLATE WALL WITH STUDS @ H3, H4, OR H5 @ EA. END OF TRUSS OR OSIMPSON RAFTER (2) 2x #2 SYP SEE PLAN TRUSS PER PLAN OR CONV. FRAMING w/ JOCOMMON STRUCTURAL SHEATHING PER PLAN AND ROOF 2x #2 SYP SEE PLAN FINISH PER ARCHSFIN STRUCTURAL ROOF TRUSSES PER PLAN OR CURVED OCURVED RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING IF OPENING PROVIDED NAILED @ 6" O.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D 1/4"=1'-0" NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. gFORMATION STD. CONNECTOR HEADER CAN BE NOTES TITHER UPSET OR )OWNSET) FRAME OUT TO BLOCK EDGE AS REQ'D x W/ (2) 16d TOE NAILS TACH END 2x BUCK DETAIL '0 SIDE & TOP NAILER OTHERWISE SP2 CLIPS AT TOP AND SP1 CLIPS -J �,--1-- 2x BUCKS, AT BASE ARE 1x4 3) 16d COMMON x 2 1/4" F0 KNEEWALL AT DOWNSET BEAM (2) 2x TOP PLATE (2) 2x PLATE !AILS (TYP.) IF A/C IS SUSPENDED CHORD WITH (4) 10d FROM TOP CHORD (2) NAILS 2x4 #2 SYP BLOCKING MIN. 2x4 SPF #2 KNEE REQ'D @ TOP CHORD. I MIN. 2x4 SPF #2 KNEE IF NO WEB IS PRESENT WALL WITH STUDS @ x 3 1/4" 12" O.C. 1 WALL WITH STUDS @ x4 SPF CONT. 16" O.C. W/16" " (2) 2x #2 SYP SEE PLAN O.C. W/ ILOCKING ATTACH TO STRUCTURAL 2x #2 SYP SEE PLAN FOR BEAM SIZE STRUCTURAL 6. WINDOW OR DOOR INSTALLATION BY OTHERS SHEATHING ON BOTH END IF OPENING PROVIDED SHEATHING ON BOTH 116" OSB W/ (2) 8d SIDES FROM TOP OF SIDES FROM TOP OF JAILS WALL TO BOTTOM OF WALL w/ STUDS @ 16" I BUILDER FRAME WALL TO BOTTOM OF 716" OSB EACH SIDE, BEAM. ATTACHED PER 2x4 #2 SYP RAT RUNT RADIUS AS REQ'D BEAM. ATTACHED PER V/ 6d NAILS @ 16" O.C. NAILING SCHEDULE PRECAST LINTEL OR NAILING SCHEDULE '0 SIDE & TOP NAILER OTHERWISE SP2 CLIPS PRE -CAST LINTEL PER PLAN OPENING WATERPROOFING BY BUILDER/ OTHERS WINDOW/DOOR P.T. BUCK FASTENER SCHEDULE AT TOP AND SP1 CLIPS -J �,--1-- 2x BUCKS, AT BASE ARE 1x4 REQUIRED x 2 1/4" F0 KNEEWALL AT DOWNSET BEAM 3/4"=1'-0" 3/16" NAIL SCAB TO TOP IF A/C IS SUSPENDED CHORD WITH (4) 10d FROM TOP CHORD (2) NAILS 2x4 #2 SYP BLOCKING ADD 2x4 VERTICAL REQ'D @ TOP CHORD. SCAB 1N EACH TRUSS ATTACHMENTS 12 IF NO WEB IS PRESENT SUPPLIED BY A/C SEE I PRE -CAST LINTEL PER PLAN OPENING WATERPROOFING BY BUILDER/ OTHERS WINDOW/DOOR P.T. BUCK FASTENER SCHEDULE SIZE TAPCONS SPA21NG # ROWS 1x4 3/16" x 2 1/4" 12" O.C. 1 MASONRY WALL PER 3/16" x 2 1/4" " 1x8 3/16" x 2 1/4" 12" O.C. 2 P.T. BUCKS PER 3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO SCHEDULE EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS 2x4 3/16" x 3 1/4" 12" O.C. 1 ~~ 3/16" x 3 1/4" " 2x8 3/16" x 3 1/4" 12" O.C. 2 OPENING SIZE AND NOTES: LOCATION PER PLAN 1. 2x SYP #2 P.T. BUCKS/NAILERS MAY EXTEND BEYOND INT. FACE OF (TYP). WINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE TYP. TRUSS TO FRAME 4" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE MASONRY WALL PER OF BUCK. PLAN (TYP). 2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR STD. CONNECTOR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO CONNECTION PER STRUCTURE BY OTHERS IN THIS CASE. P.T. BUCKS PER 3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO SCHEDULE EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS NOTES STAGGERED @ 1.2" O.C. AND 6" FROM ENDS @ EACH SUCCESSIVE BUCK. z JJ MAX. 2 PLIES OVER INITIAL P.T. BUCK. ~~ 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME EDGE OPENING IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET. 5. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLID 2x #2 SYP SEE PLAN GROUTED CMU. OR TITEN HD @ 32"(2) O.C. & 6" FROM EACH 6. WINDOW OR DOOR INSTALLATION BY OTHERS 1/2"=l'_0" lij SHEATHING PER PLAN COMPANY STRUCTURAL TYP. TRUSS TO FRAME SHEATHING CONNECTION PER TYP. TRUSS TO FRAME STD. CONNECTOR CONNECTION PER NOTES STD. CONNECTOR D FRAME OUT TO BLOCK NOTES EDGE AS REQ'D z JJ FRAME OUT TO BLOCK ~~ EDGE LENGTH OF (2) 2x TOP PLATE 1/2" x 8" ANCHOR BOLT 2x #2 SYP SEE PLAN (2) 2x #2 SYP SEE PLAN OR TITEN HD @ 32"(2) O.C. & 6" FROM EACH ( FOR BEAM SIZE (ONLY FOR BEAM SIZE END IF OPENING PROVIDED I PER PLAN) MIN. 2x4 SPF #2 KNEE 2x PT BOTTOM WALL w/ STUDS @ 16" PLATE I O.C. w/ STRUCTURAL NAIL SCAB TO TOP 2x4 #2 SYP RAT RUNT SHEATHING FROM TOP OF WALL TO PRECAST LINTEL OR BOTTOM OF WALL. KNOCK OUT COURSE ATTACHED PER NAILING SCHEDULE (2) BAYS PAST A/C ­4OTHERWISE SP2 CLIPS MASONRY WALL AT TOP AND S01 CLIPS BUILDER FRAME AT BASE ARE REQ'D RADIUS AS REQ'D KNEEWALL AT UPSET BEAM FO KNEEWALL OVER MASONRY WALL 3/4"=1'-0" ROOF SHEATHING ATTACH PER NAILING SCHEDULE STANDARD TRUSS TOP CHORD VARIES TRUSS WEBS NOT SHOWN FOR CLARITY 2x4 #2 SYP CROSS BRACING (AT 45°) W/ (3) 12d NAILS TO RAT RUNS. TYP EACH SIDE MIN. 24" CONDENSATE MAX 48" DISPOSAL BY A/C SUPPLIER �___ ��------ CONNECTION TO BE SUPPLIED BY A/C COMPANY --___ (2) 2x4 #2 SYP BLOCKING W/ SIMPSON A34 OR LUS24-2 EACH END CHIMNEY FRAMING DETAIL 3/4"=1'-0" FLUE PER MANUF. SPECS W/ 2" MIN. CLEAR BETWEEN FLUE & FRAME GALVANIZED FLASHING EXT. SHEATHING ATTACHED PER NAILING SCHED. 2x4 FRAMED CRICKET W/ GALVANIZED FLASHING (4) 16d COMMONS NAILED @ EACH END 2x4 BLOCKING W/ (2) 16d COMMONS END NAILED TO VERTICAL 2x4's TRUSS PER PLAN CONC. SLAB - SEE FOUNDATION PLAN FOR MORE INFO SEE FOUNDATION _j DETAILS FOR FTG INFO 3/4"=1'-0" PRE-ENG.TRUSS PER PLAN, 24" O.C. MAX ROOFING MATERIAL PER ARCHS SEE FRAMING PLAN FOR CONNECTION INFO SEE ELEVATION gk TOP OF MASONRY SEE ARCH PLANS FOR OVERHANGINFO - TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. GROUT SOLID (n w WINDOW PER FLOOR PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS EXT FINISH PER PLAN MAIN FLOOR ELEV 0'-0" VERT REINF. BEYOND `— MASONRY WALL PER PLAN TYPICAL ONE STORY CMU WALL SECTION 3/4"=1'-0" _j lij (3) 10d NAILS TYPICAL COMPANY PLAN AT EACH TRUSS x <( X 2x4'X' BRACE ACROSS z JJ cl ~~ LENGTH OF n SHEARWALL _._ — _ NAIL SCAB TO TOP 2x4 #2 SYP RAT RUNT CHORD WITH (3) 10d TOP AND BOTTOM MIN NAILS (2) BAYS PAST A/C I A/C UNIT AND PAN LOCATION. MIN (3) BAY MIN. 24" BY SUPPLIER. 2x4 BLOCKING LAP W/ (2) 16d NAILS.. .i� MAX 48" BETWEEN TRUSSES TO EACH TRUSS. TYP z � I TOENAILED TO EACH SIDE DOUBLE TOP PLATE w/ Z 1 O NAILS @ 4" O.C. Lu 0 STANDARD TRUSS — — — — — — TRUSS PER PLAN BOTTOM CHORD DOUBLE TOP PLATE BLOCKING UNDER A/C SUPPORTS FRAMED WALL PER PLAN PERP. SHEARWALL CONNECTION TO TRUSS B01 A/C IN TRUSSES /4 -1 -0 3/4"=l' -O" 11 PRE -MANUFACTURED CHIMNEY CAP O v F TOP OF CHIMNEY MIN. 2'-0" ABOVE A POINT WITHIN 10'-0" OF THE CD c/) Lu NEAREST ROOF D (1) SPH4 EVERY Z 0 c \ OTHER STUD TO DOUBLE TOP PLATE J 2x4 VERTICAL @ 24" O.C. MAX, w/ (4) 10d m NAILS TO BOTTOM + A CHORD & (3)10d NAILS + K TO TOP CHORD; NOTE w \ ` IF WALL HEIGHT IS W ti ? B BETWEEN 4FT & 8FT, } w M + ++ J' C ® Z ®� Q V 4 ¢ °®®° w Q USE 2x6 SYP #2 STUDS O ILL cn w CL 2 U U C GALVANIZED FLASHING ❑ /.•� ,t, COh�r'� M �3J UJ U o �j IL = p 0 U 0 + ++ r"+ 0 LL O ' U O 2x4 BLOCKING W/ (2) Z 9G 4, C.. Q m u E 16d COMMONS END U D: h U)VI NAILED TO VERTICAL J Z cn �.. U_' ^ 4 u) U + ` 0 a'Qn O 1 D + 3/4"=1'-0" ROOF SHEATHING ATTACH PER NAILING SCHEDULE STANDARD TRUSS TOP CHORD VARIES TRUSS WEBS NOT SHOWN FOR CLARITY 2x4 #2 SYP CROSS BRACING (AT 45°) W/ (3) 12d NAILS TO RAT RUNS. TYP EACH SIDE MIN. 24" CONDENSATE MAX 48" DISPOSAL BY A/C SUPPLIER �___ ��------ CONNECTION TO BE SUPPLIED BY A/C COMPANY --___ (2) 2x4 #2 SYP BLOCKING W/ SIMPSON A34 OR LUS24-2 EACH END CHIMNEY FRAMING DETAIL 3/4"=1'-0" FLUE PER MANUF. SPECS W/ 2" MIN. CLEAR BETWEEN FLUE & FRAME GALVANIZED FLASHING EXT. SHEATHING ATTACHED PER NAILING SCHED. 2x4 FRAMED CRICKET W/ GALVANIZED FLASHING (4) 16d COMMONS NAILED @ EACH END 2x4 BLOCKING W/ (2) 16d COMMONS END NAILED TO VERTICAL 2x4's TRUSS PER PLAN CONC. SLAB - SEE FOUNDATION PLAN FOR MORE INFO SEE FOUNDATION _j DETAILS FOR FTG INFO 3/4"=1'-0" PRE-ENG.TRUSS PER PLAN, 24" O.C. MAX ROOFING MATERIAL PER ARCHS SEE FRAMING PLAN FOR CONNECTION INFO SEE ELEVATION gk TOP OF MASONRY SEE ARCH PLANS FOR OVERHANGINFO - TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. GROUT SOLID (n w WINDOW PER FLOOR PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS EXT FINISH PER PLAN MAIN FLOOR ELEV 0'-0" VERT REINF. BEYOND `— MASONRY WALL PER PLAN TYPICAL ONE STORY CMU WALL SECTION 3/4"=1'-0" _j lij <( z JJ cl n ti z Z Lu 0 0... W O v U CD c/) Lu Z 0 c J m w W } w M • ®� LLi 00 J' C ® Z ®� Q V 4 ¢ °®®° w Q y�� ®°°®°q®®®°°°°•®�Ci�®� z o O ILL cn w CL 2 U U 0 ❑ /.•� ,t, COh�r'� M �3J UJ U o �j IL = p 0 U 0 r"+ 0 LL O ' U O 0 Z 9G 4, C.. Q m u U D: h U)VI ,,,� , J Z cn �.. U_' LL 4 u) U Z ` 0 a'Qn O 1 D 0)d LuM E 06 Wu 8 U z u pow - U �-©0°° O 0 w _Z 0 w m J co�zao 8 2 1- < Q 00a-,, U) ❑ �- w Iii o H< Z Z < z E LL �O �a Lu U 0 w N J Z LU LLL U N Q Z O Q D x� O r n QLuZ W �... uj Z Q O °z o F_ Z F_ z m 0 J W o W � w Z m U,W �.W0 0 H- 0� U STRUCTURAL ENG: CFG Q DRAFTING: F— z w__:._..____.__ -STRUCT: TNA / DJ ❑ QC CHECK: CC JOB No. TM - 2170936 SCALE: AS INDICATED ~ DATE. 6.12.2017 SD2 ROOF SHEATHING PER PLAN 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN VARIES l4bm PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD, IS NOT A DIAPHRAGM 3/4"=1'-0" 2x4 BLOCKING @ EA, —� OUTLOOKER (MAX. ROOF SHEATHING SPAN 2'-0") w/ (2) 16d k 2'-0" MAX, END NAILS EA. END ilL*]i1Jil9:� RAKED DOUBLE TOP PLATE CEILING NAILER AS - REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE - PLATE CMU WALL PER PLAN GABLE END @ VAULTED CEILING FIELD FRAMED VALLEY DETAIL 3/4"=1'-0" ®2 GABLE BRACING CHART CONTRACTOR TO FIELD VERIFY WHICH SIMPSON HGA10 @ 48" SIMPSON HGA10 @ 48" WHERE O.H. IS > l'-0", DROP GABLES w/ OUTLOOKERS @ 24" O.C. 1'-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2) 16d Q W �-- (1) 2x4 BRACE FOR ADDITIONAL INFO AS REQ'D (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H:14'-0" SIMPSON A23 @ EACH A35 DIAGONAL TO STRONGBACK W/ (2) 2x4 BRACE NAILS, TOENAILED @ BRACE TO PLATE TRUSS BOT. CHORD O.C. O.C. 2x4 BLOCKS, (2)16d NAILS @, EA. END. BLOCK ADJ. TO RUNBACK TO 1ST COMMON SEE ELEV. FOR NOTE: ALL GABLE NAILS @ EA. END. h- Q WASHERS (MIN, 7" 2x4 SYP #2 BLOCKING, META 16 AT 24" O.C. CLG. NAILING SURFACE EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ 2x6 (MIN.) PLATE THRU TRUSS PER PLAN EACH END AND 32" O.C. 24" O.C, FOR FALSE BM w BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF BRACING IS TO BE „ TRUSS WITH (3) 12d TOENAILS. O.H. SIZE BLOCK ADJ. BAYS @ w END NAILS @ EA. SDS SCREWS TO TOP z TOENAILS EA. END �i PROVIDE 16d NAILS LINTEL PER PLAN OVER THE TOP OF THE BLOCKING @ 24" O.C. (2) 16d TOE NAILS GABLE END TRUSS TO PLT.@12" O.C. MAX. Q Y x 2x TOP PLATE TO SHEATHING NOT REQ'D SHEATHING NOT REQ'D SHEATHING TO BLOCKS W/ 8d NAILS @ 6 O.C. CONNECT TO DROP GABLE WITH SYP#2 OR BETTER 4 BAYS MIN (1) BAY AFTER BRACE IS REQ'D) O EA.DIAG. AS SHOWN, SHEATHING PER PLAN p GABLE END W/ 16d VALLEYGTR°SSES)TO ) @ EACH END o < O NAILS @ 6" O.C. DOWN FOR = FRAMING FOR FALSE L _i DOUBLE TOP PLATE CMU WALL OR LINTEL HGA10KT @ 32" O.C. TO BE CONT. @ THE TO BE CONT. @ THE H2.5 CLIP. MAX 2'-0" O.H. FASTEN ROOF w - HEADER PER PLAN IF 10d NAILS @ EA. TRUSS AFA0NON-BEARING WALL CLIP DETAIL H NAILS @EACWEB -- BRACE -_. TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ (1) KING STUD w/ SIMPS. TRANSITION FROM TRANSITION FROM SINGLE BASE & TOP V-0" MAX PLYWOOD CANT. O.H. SHEATHING TO CL LSTA18 HEADER TO PLATE w/ PLYWOOD FALSE BM PER PLAN a FROM TOP OF WALL STUDS TYP. BASE SHEATHING COVERING IF REQ'D CMU WALL CONNECTION CLEAR SPAN CONNECTION 'NOTE: REFER BEAM TO GABLE WALL TO GABLE PAGE FOR GABLE BRACING*** BLOCKS w/8d NAILS SEE ELEV. FOR ,^ rGEO GABLE END @ FLAT CEILING CONNECTIONS 16" O.C. - 1/2" x 8" J -BOLT @ 32" DTC CLIP, (2) 8d NAILS ---" O.C. AND 6 FROM EA. TRUSS TRUSS \ @ 6" O.C. O.H. SIZE � � END w/ NUT & WASHER MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN PLATE W/ 1/2" x 8" -- MSTAM-24 TYP. EA. LINTEL SEE PLAN •' ' P' IN CMU. OR SIMPSON ANCHOR BOLT OR SIDE OF EA. STUD. META16 CONT. 2x4 WHERE O.H. IS > V-0" CENTERED BETWEEN 6" FROM EACH END WALL SPLICE DETAIL WALLSPLIC DETAIL STD CONDITION @ CMU VAULTED CONDITION @ CMU FOR REQ'D FLASHING DOUBLE 2x TOP PLATE \, 2x4 DIAGONAL BRACE DROP END GABLE w/ z @ 48" O.C. TO 3RD OUTLOOKERS @ 24" z FASTEN SIDE WALL \ BAY REQ'D w/ O.C. TO RUN BACK TO p 0 BEAM PER PLAN SHEATHING PER PLAN.\ STRONGBACK, SEE 1 ST COMMON TRUSS w \ (5) 16d NAILS BRACE CHART \ WITH (3) 12d TOENAILS., � CL EXT. SHEATHING; TO BLOCKING,� \ GABLE BRACING (+) COONC OD2 5CLIP. LE WITH H0 p SIMPSON H10A SIMPSON H10A ATTACH PER PLAN SEE CHART MAX 2-0 O.H. U 0 (� DIAGONAL TO BEAM DIAGONAL TO TOP z U PLATE PROVIDE 2x4 BRACE I z W TO EA. ADJ. DIAG. 4``'�— p 0 FASTEN TO DIAG. w/(2) STRONGBACK IF REQ'D CONT, 2x4 _j BEAM CONNECTION FRAME WALL CONNECTION 16dNAIS. PER CHART m 2x4'S @ 24" O.C. (5) 16d NAILS BRACE CQ GABLE BRACING @ 48" IA TO BLOCKING GABLE END O O.C. NOT REG'D 6' A PROVIDE 2x4 BRACE SHEATHING FASTEN _.._.-. _...-_ ....,_.. FROM EAVES GABLE END TO EA. ADJ. DIAG. w PER PLAN w o SHEATHING FASTEN u 45 PER PLAN FASTEN TO DIAG.w/(2) SPLICE AS REQ'D I-- 16d NAILS. w W ry ROOF SHEATHING PER PLAN 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN VARIES l4bm PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD, IS NOT A DIAPHRAGM 3/4"=1'-0" 2x4 BLOCKING @ EA, —� OUTLOOKER (MAX. ROOF SHEATHING SPAN 2'-0") w/ (2) 16d k 2'-0" MAX, END NAILS EA. END ilL*]i1Jil9:� RAKED DOUBLE TOP PLATE CEILING NAILER AS - REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE - PLATE CMU WALL PER PLAN GABLE END @ VAULTED CEILING FIELD FRAMED VALLEY DETAIL 3/4"=1'-0" ®2 GABLE BRACING CHART CONTRACTOR TO FIELD VERIFY WHICH GABLE BRACING + UP TO 4-8 CONDITION IS REQUIRED. CONTACT EOR 4'-8" < HA 7'-0" (1) 2x4 BRACE FOR ADDITIONAL INFO AS REQ'D (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H:14'-0" SIMPSON A23 @ EACH A35 DIAGONAL TO STRONGBACK W/ (2) 2x4 BRACE NAILS, TOENAILED @ BRACE TO PLATE TRUSS BOT. CHORD 3 1/4" HOLD 1/2" J -BOLTS w/ EACH END.AT 24" O.C. ROOF SHEATHING PT 2x8 PLT., CANT. FOR WASHERS (MIN, 7" 2x4 SYP #2 BLOCKING, META 16 AT 24" O.C. CLG. NAILING SURFACE EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ 2x6 (MIN.) PLATE THRU TRUSS PER PLAN EACH END AND 32" O.C. 24" O.C, FOR FALSE BM w MAX. ATTACHMENT w/ (3) 10dLu END NAILS @ EA. SDS SCREWS TO TOP z TOENAILS EA. END �i PROVIDE 16d NAILS LINTEL PER PLAN OVER THE TOP OF THE BLOCKING @ 24" O.C. (2) 16d TOE NAILS GABLE END TRUSS TO PLT.@12" O.C. MAX. Q Y x 2x TOP PLATE TO W/ (2) 12d END NAILS BRACE TO LEDGER v ,° GABLE END W/ 16d VALLEYGTR°SSES)TO ) @ EACH END o < O NAILS @ 6" O.C. DOWN FOR = FRAMING FOR FALSE L _i DOUBLE TOP PLATE CMU WALL OR LINTEL HGA10KT @ 32" O.C. BEAM, IF REQ'D w/ (3) 2x4 LEDGER (2) 10d BELOW - HEADER PER PLAN IF 10d NAILS @ EA. TRUSS AFA0NON-BEARING WALL CLIP DETAIL H NAILS @EACWEB BRACE TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ (1) KING STUD w/ SIMPS. #5 CONT. SINGLE BASE & TOP g ATTACH PER PLAN LSTA18 HEADER TO PLATE w/ PLYWOOD FALSE BM PER PLAN a FROM TOP OF WALL STUDS TYP. BASE SHEATHING COVERING IF REQ'D CMU WALL CONNECTION CLEAR SPAN CONNECTION 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** 2x8 #2 SPF STUDS AT rGEO GABLE END @ FLAT CEILING CONNECTIONS ROOF SHEATHING PER PLAN 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN VARIES l4bm PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD, IS NOT A DIAPHRAGM 3/4"=1'-0" 2x4 BLOCKING @ EA, —� OUTLOOKER (MAX. ROOF SHEATHING SPAN 2'-0") w/ (2) 16d k 2'-0" MAX, END NAILS EA. END ilL*]i1Jil9:� RAKED DOUBLE TOP PLATE CEILING NAILER AS - REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE - PLATE CMU WALL PER PLAN GABLE END @ VAULTED CEILING FIELD FRAMED VALLEY DETAIL 3/4"=1'-0" ®2 GABLE BRACING CHART H, GABLE BRACING + UP TO 4-8 NO BRACE REQUIRED 4'-8" < HA 7'-0" (1) 2x4 BRACE 7'-0" < H,.!E 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H:14'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H!618'-8" STRONGBACK W/ (2) 2x4 BRACE SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. - GABLE 2x4 BRACE WITH (2) 10d NAILS 2x4 BRACE IF REQ'D SEE CHART. F77,""-^- 10d COMMON NAILS (1) A23 FROM \ @ 6" O.C. STRONGBACK TO .DIAGONAL `----- GABLE VERTICAL • 2ND 2x4 BRACE IF x • • REQ'D, SEE CHART A -A GABLE VERTICAL BRACING 2x6 10d COMMON NAILS @ 81, O.C. GABLE END BRACING - PROVIDE 2x BLOCKING TRUSS PER PLAN TRUSS PER PLAN RIDGE BOARD W/A35 FOR NAILING ON (1) SIDE OF� 2x4 BLOCKING (2) 12d RAFTER & A35 ON ADJ -- (2)16d NAILS PLT. TO DTC CLIP, (2) 8d NAILS RAFTER TO OPP SIDE NAILS, TOENAILED @ INTO BLOCKING, (2) STUD TOP & BOTTOM 3/16" x 2 3/4" TAPCONS EACH END.AT 24" O.C. ROOF SHEATHING (TYP.) (END NAIL PLTS. 2x4 SYP #2 BLOCKING, META 16 AT 24" O.C. PER PLAN TO STUD) 2x6 (MIN.) PLATE THRU TRUSS PER PLAN DTC CLIP, (2) 8d NAILS - 2x FASCIA w (2) 16d END. W/ 1/4"x4-1/2" SIMPSON INTO BLOCKING, (4) 8d END NAILS @ EA. SDS SCREWS TO TOP 2x4 #2 SYP P.T. ; a` LAY 2x4 BLOCKING NAILS INTO TOP PLATE OUTLOOKER LINTEL PER PLAN OVER THE TOP OF THE BLOCKING @ 24" O.C. (2) 16d TOE NAILS '„ . BOTTOM CHORD. - SIMPSON H2.6(TYP.) 2x WALL, SEE PLAN W/ (2) 12d END NAILS BRACE TO LEDGER - HOLD WALL 3-1/2" VALLEYGTR°SSES)TO ) @ EACH END BEARING CONDITION _CMU WALL 2x PLATE WITH DOWN FOR SIMPSON MTS12 OR DOUBLE TOP PLATE OUTLOOKER TRUSS PER PLAN 2x4 LEDGER (2) 10d - HEADER PER PLAN IF AFA0NON-BEARING WALL CLIP DETAIL H NAILS @EACWEB REQ'D, MIN (1) JACK & EXTERIOR SHEATHING. (1) KING STUD w/ SIMPS. TRUSS PER PLAN g ATTACH PER PLAN LSTA18 HEADER TO a FROM TOP OF WALL STUDS TYP. BASE TO BOTTOM CONNECTION 2x8 #2 SPF STUDS AT - SHEATHING PER PLAN 16" O.C. - 1/2" x 8" J -BOLT @ 32" DTC CLIP, (2) 8d NAILS ---" O.C. AND 6 FROM EA. INTO BLOCKING, (2) MASONRY WALL OR — 2x8 #2 SYP PT. BASE END w/ NUT & WASHER MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN PLATE W/ 1/2" x 8" -- MSTAM-24 TYP. EA. LINTEL SEE PLAN •' ' P' IN CMU. OR SIMPSON ANCHOR BOLT OR SIDE OF EA. STUD. META16 TITEN HD @ 32" O.C. & CENTERED BETWEEN 6" FROM EACH END WALL SPLICE DETAIL WALLSPLIC DETAIL STD CONDITION @ CMU VAULTED CONDITION @ CMU FOR REQ'D FLASHING --� 2x8 RIDGE BOARD 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ (5) 10d COMMON NAILS @ EACH END (TYP.) 1/2"=1'-0" F11-6UN u I G, (z) Ha ILS INTO BLOCKING, 8d NAILS TO TOP NTE 2x6 RAFTER TO 2x8 TRUSS PER PLAN TRUSS PER PLAN RIDGE BOARD W/A35 ON (1) SIDE OF� RAFTER & A35 ON ADJ TRUSS PER PLAN DTC CLIP, (2) 8d NAILS RAFTER TO OPP SIDE INTO BLOCKING, (2) (AS SHOWN) 3/16" x 2 3/4" TAPCONS 2x6's @ 24" O.G. MAX. IN CMU. OR SIMPSON 2x4 SYP #2 BLOCKING, META 16 AT 24" O.C. FASTEN SYP OR SPF d 2x6 (MIN.) PLATE THRU E D NAILS @ EACH SHEATHING PER PLAN END. W/ 1/4"x4-1/2" SIMPSON SDS SCREWS TO TOP WALL SHEATHING PER ; a` LAY 2x4 BLOCKING — — — — — — CHORD OF EACH PLAN LINTEL PER PLAN OVER THE TOP OF THE TRUSS BELOW '„ . BOTTOM CHORD. FASTEN CONY. 2x 2x WALL, SEE PLAN i ATTACH W/ (2) 10d -1 VALLEY RAFTER NAILS EACH TRUSS @ VALLEYGTR°SSES)TO ) TD CONDITION FRAME WALL S CO O @ BEARING CONDITION _CMU WALL 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. AFA0NON-BEARING WALL CLIP DETAIL 3/4"=1'-0" O SIMPSON H10A DIAG. z TO BLOCKING O ®`!®®`t19i91��®0®®® > 1®®®V ®®®®uj M �® p;.Z3 00 LL, a. ;y Z GABLE BRACING 4$"— PROVIDE 2x BLOCKING w UJ ®s .J� _ O.C. MAX. 45° FROM FOR NAILING •� ® ® p HORIZONTAL (+/- 10°) 0 % Z ~®X u.j BRACE NOT REQUIRED ', �. �• z 6' FROM EAVES. - -- TRUSS PER PLAN ,®✓�®�®®® } 0 SEE PLAN FOR ®®®®/91i191al�®® LL SUPPORT AND TIE cn DOWN OF JACK w TRUSSES a- r l PROVIDE BLOCKING ny BETWEEN TRUSS BAYS U O @ 48" O.C. FOR FIRST 3 SEE GABLE 0 BAYS WALL PER PLAN z CONNECTION DETAIL FRAME WALL SHOWN; `tol�bOly FOR REQ'D.. a ww CONNECTIONS MAY ALSO BE w � j d'3J MASONRY) w ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** ° UU o O w0 O O�yti¢ Z V O 9�yG O CL L i� rGE_0_ GABLE END @ FLAT CEILING w/ BOSTON HP U 3/4"=1'-0" F- (2) 2x TOP PLATE U) Z Q SEE GE02/SD3 FOR 8d NAILS @ 4" O.C. 0 LL OUTLOOKER OR CONY. FRAME OR 0 < W - � o v HEADER PER PLAN; SHEATHING VALLEY TRUSSES PER z 0) -;z SEE HEADER CANTILEVER PLAN 06 uj z J E SCHEDULE & NOTES Q W Q 0 . u- 7 FOR ADDT'L INFO, U ZUO P o U)- SIMPSON LSTA12 OR i L� I— U) - SP4 CONNECTORS @ uj JI U) o z a 1-- 8 GABLE TRUSS _ = O w ui � I 24 o.e. IF HEADER WITH C UPLIFT SPAN 4'-6" OR = Z ZZ) (0 1'-Z E MORE. EXT. SHEATHING; �/`1 � � 0 oo o_ I ATTACH PER NAILING LL U o I 2x DOWNFRAME TO SCHED. U W �(� W N DOOR AS REQ'D (2) 16d NAILS TO EA, z W ~ p � COMMON TRUSS p 0 W o �.. r n SIMPSON META16 @ Q Lu V �. 32" O.C. GABLE TRUSS MAIN SPAN ROOF Z LU 1/2 THREADED ROD ..... TO MASONRY. AT EA. SIDE OF HEADER WOOD WALL TRUSS uj I (CENTERED w/in TOP LOCATIONS USE UPLIFT CONNECTOR 0) �— 0 PLATE & 6" FROM JAMB LSTA18 OR MTS12 @ (SEE SCHEDULE) n STUDS) w/ MIN 7" 32" O.C. MASONRY WALL g EMBED. INTO SLAB0 ONLY REQ'D @ BRG SHOWN, SEE PLAN � FOR WOOD OR z WALL W/ UPLIFT MASONRY Q O j I rGE0 GABLE END AT VALLEY FRAMING o z 3/4"=1'-0.. yS HEADER STUDS PER 11 HEADER SCHEDULE p d' U.N.O. ON PLANS z Z Iy] O O _j cr).. ul Op 00 ATTACH JAMB STUDS R Lu FN7 C I PER WF08/SD4 Q O P O 1 z 2 2 w U) O Z U) W TWO -- P.T BASE PLATE _ 0 N H � a - NOTE: CONTRACTOR TO NAIL 1st KING STUD INTO HEADER STRUCTURAL ENG CFG PER HEADER SCHED. THEN ATTACH. ADDIT'L KINGS AS � - Q DRAFTING: REQ'D. SEE SCHED. FOR z NUMBER OF KING AND JACK w sTRUCT: TNA / DJ STUDS REQ'D. 9 CHECK: ECK CC -- U) ...._..- . _ -_ - __ JOB No. TM 2170936 SCALE: AS INDICATED ~ DATE: --------6.12.2017 --- - *F0 TYPICAL HEADER DETAIL NOT USED 1/2"=V_01. 3/4"=1'-0" SD3 1 1LUld_1 J 'I�� ` ' NOTE: PIPE OR DUCT Wt (2) 10d NAILS @ 3" O.C. DOUBLE 2x4 TOP NAIL FIELD INSTALLED NOTES: imo PLATE LENGTHS MUST PENETRATION OF VV[TH|N48"OFSpL|CE rL*/� '^` '~~'�'~''^`~^- ./"v,."=""W=" ' MORE THAN .5O6[F THEN (2)ROWS 1OdNAILS PROVIDE 2»4ONTOP WALL ORPRE- 2')ALL NAILS PENETRATE ATLEAST 3/4"[FTHE THICKNESS OFTHELAGTLAM|NAT"ON LONG. TYP. TOP PLATE WIDTH @8"{.C.OTHERWISE OF2x8TOPAD OUT ASSEMBLED WALL 30FOR S-PLY`PROVIDE 1/4"DiA x51/2^LAG SCREWS DREQUAL (SPACE ASSHOWN FOR 3'pU) 21/2'' EDGE OUTSIDE �' 3«4'o ' B JG ED|STANCE |NSTALLS|NPGCN TOP PLATE. ATTACH PANEL W/ 10dNAILS TOLERANCES: p~` @ 8'O.C. (R]LL0VV 1" EDGE 1 1/2" EDGE U NAILS TYP.TOP & BOT. \ \ (SOLID BLOCK »w2xu) REQUIREMENTS THIS U || lA'--H-4STUDS TO 8Q1UdNAILS @3"O.C� DETAIL FOR ALL TOP -uuxa'�uwwUv Zm VD�|N4B"DF8PL�E TOPN' U12d PLATE SPLICE |TOE -NAILS TYPICAL AT | LLI0404 THEN (2) ROWS 10d ALL LOCATION � z 1/411 NAILS @ 8' OTHERWISE O�CL 00 �� ~~-~`^+~E'~`~ m `� AGAINST�8OTUO8 v [ --�--- "w ATTACHED PER () 'v18dx3" COMMONCID OVERLAP TOP PLATE 0+o/.M- - AT --''ER 1odx3'COMMON TOP SPLICE @ c» y 1Udx3" ' INFO Lu 0 T 71- 71- F Lu = ' 3: 1-- cn �w >: 0 r A 1=j L _j 0 u_ 0 I'_ 0 —IL 00 c'j 2 FLOOR SYSTEM 0- u- 0 7_- O�u' TO FIT uu 0. OPENING SIZE BEYOND SEE PLAN SHEATHING DIAGRAM 00 fiF1'k EXTERIOR SHEATHING SCHEDULE SEE �. OL 2x4 #2 SPF 0 PLAN NAIL PER PLAN (2) 2x BUILT-UP COL. SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR ``~--- 1Odx 3" OPP.EUDE'z ui 0 DOUBLE TOP PLATE MORE INFO & cC w/ (2) 16d END NAILS - 0 ml CONNECTION CONNECTION ozU | U uj @ EACH STUD 12d NAILS @ EACH END x x 0 8|DEf | | | | | - DOUBLE 2X4TOP NAIL PLATE U� ATTA�H�x��TUOS�� ~^ ^". | | | | | | PLATE Nv TO EACH PLY OFBUILT TOP PLATE WpQ12d ' ' 9| (22) 1 Od NAILS (ALL z @ 6" O.C. 2x12 AT z BLOCKING @ 24" O.C. U || | | U�~ ^-^ ATTACH 2x4 STUDS TO TOE -NAILS TYPICAL~ UPCOLUMN BELOW W uj w | | rn 0) I,_ - - r FRAMING PLAN FOR CORNER CONDITIONS WALL TO PRECAST 11 H NAILING SCHEDULE & W/ (2) 16d END NAILS < 0 0 (on -q m 2, SPACING EXTERIOR SHEATHING STRAP AROUND 1Udx3" ' INFO Lu 0 T 71- 71- F Lu = ' 3: 1-- cn �w >: 0 r A 1=j L _j 0 u_ 0 I'_ 0 —IL 00 c'j 2 FLOOR SYSTEM 0- u- 0 7_- O�u' TO FIT uu 0. OPENING SIZE BEYOND SEE PLAN SHEATHING DIAGRAM 00 fiF1'k EXTERIOR SHEATHING SCHEDULE SEE �. OL 2x4 #2 SPF 0 PLAN NAIL PER PLAN (2) 2x BUILT-UP COL. SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR ``~--- 1Odx 3" OPP.EUDE'z ui 0 DOUBLE TOP PLATE MORE INFO & cC w/ (2) 16d END NAILS - 0 ml CONNECTION CONNECTION ozU | U TOP PLATE Wt (3) 12d AT ALL LOCATION qI ^1 < TOE -NAILS TYPICAL AT 100 0 ALL LOCATION TOP SPLICE 1 Od x 3" COMMON DISTANCE PER 0 OPP. SIDE BOTTOM SPLICE OVER DOUBLE 2x8 TOP TOP PLATE CORNER TRANSITION IDETAIL ui INSIDE PLY NAILS NAILED AT 8" O/C (2) 2x COLUMN STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's U - TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) cn fiFON� TYPICAL TOP PLATE SPLICE BRIG. WALL fiRk TYPICAL BUILT-UP STUD COLUMN DETAIL (3+) 2x COLUMN z uj CL 2x DBL TOP PLATE MIN. 15/32" EXP 1 SHEATHING SHEATHING PER PLAN uj 00 BEYOND INSTALLED VERTICALLY. (D NAIL SHEATHING AT FRAME WALL BOTTOM PLATE 3/8" NOTE: SOFFIT FRAMING & LEDGER NOT CL 6 U_ 0 AND AT FLOOR TRUSS TOP & BOTTOM PLATES USING REQUIRED WITH ALUMINUM SOFFIT U.N.O. BY 0 LU z SOFFIT MANUFACTURER'S SPECIFICATIONS. ROOF SHEATHING, !Lu (1) ROW wF ou uummOm NAILS @yu'u/C. � 'A'= NAIL FASTEN PER PLAN ROOF i7 SHEATHING, CL N�L�T�p���|������COMM� [�FASTEN NA|L8@3O.�. ' -`- 000 00 < ROOF SHEATHING, a. �NAIL OPENING 1� Z PERIMETER w��'-'-DF�dFASTEN PER PLAN 01 = COMMONNA|U3@3"C\C. �10 ILL 0 m SPLICESEE SPLICE NAIL OO�� NA|LB�1��l{�NA� �x�FRA�|NG�24" MAX EDGES 6" U.N.O.ON PLANS 1Q� 2x4FRA��G�24" O.C.MAX. SPACE BETWEEN W 2x4#28YpCONT. wl�)OPENING DETAILSTAGGER ALL VERT�PANEL JOINTS & NAIL W8d O.C. PROVIDE /1Odx3" m 2xuC*uwxlUum8|LS 18d�O��ONNA|G COMMON NAILS @ 3"O.C. � L m4O.C.PROVIDE (4)10d x3" [ EA. STUD ORTRUSS 0 NAILS ATJOINT MEMBER,TY9.(NAX. 0V��EXTERIOR TYP.HEADER Wt COKNONNA|LG��3"O�C� ��ROVG�� STUD PER PLAN 2xSCAB »1woNAILS 24.lCl|F " u MASONRY, �� Q�8TV�BEY�NO. -O TOP `< SHEATHING USFCQ1/4"^~~`~��" OPENING [� PER -ENG TRUSSES ��| U Uu SEE PLAN FOR MORE ' �(B@OU{@ PER PER BLOCKINGCUT INFO Lu 0 T 71- 71- F Lu = U) 2 3: 1-- cn �w >: 0 r A 1=j L _j 0 u_ 0 I'_ 0 —IL V) 0 c'j 2 FLOOR SYSTEM 0- u- 0 7_- O�u' TO FIT 2x BOTTOM PLATE 0. OPENING SIZE BEYOND SEE PLAN SHEATHING DIAGRAM fiF1'k EXTERIOR SHEATHING SCHEDULE SEE j 3/4"=11-01.ono°/-mNGm GYPSUM WALLBOARD / ��UVVALLPE�PLAN� TRUSS CONNECTION --'T'-''''- -' PER PLAN TO LEDGER TRUSS PER PLAN 2x4 FIT LEDGER `~ 2x4 LEDGER u - NAILING PER ---'~-� 1/4 l7\pCON8��12" 2xFRA��yVALLpER ��(D1�d -- ��1�OC SCHEOULE - -- '-- - � ' PLAN - // v _�/__ 2x4BLOCKING PLACED ---' -_`~---VVODD/�AGONRY FLATVV8E�)1Gd --� WALL ORTRUSS, SEE NAILS EACH END PLAN (TRUSS SHOWN) -SHEATHING SPLICE DETAIL CONDITION @ CMU WA ~ CONDITION - ME WALL u - CIL . . . . . . . . NOTE: TOTAKE CARE AND NOT OVER DRK/ENAILS. |F NA|L8AR��VEROR|VEN.THEENT|REGHEETOF8HEATH|��|GTOBE OVERHANG X |REMOVED AND REPLACED. |FMORE THAN 8U96OFTHE SHEATHING |S| U U oU U U OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS SEE ROOF SHEATHING, 2x4 #2 SPF z PLAN NAIL PER PLAN (2) 2x BUILT-UP COL. SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR 0 DOUBLE TOP PLATE MORE INFO & MORE INFO & w/ (2) 16d END NAILS - 0 CONNECTION CONNECTION EACH END uj @ EACH STUD 12d NAILS @ EACH END x x 0 ROOFTRUSS-SEE (22) 1 Od NAILS (ALL z @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O.C. uj 0) I,_ - - r FRAMING PLAN FOR CORNER CONDITIONS WALL TO PRECAST 11 H NAILING SCHEDULE & W/ (2) 16d END NAILS < 0 0 (on -q m 2, SPACING EXTERIOR SHEATHING STRAP AROUND LINTEL W/ (2)ROWS OF + (4) 12d NAILS EACH EACH END SEE TRUSS PLAN FOR 2x8 TO UNDER SIDE OF 3: < W a w w- 0 - Z fn I'- Z E SEE PLAN FOR NAIL PER PLAN TALLER STUD) w 1/4" x 4" TAPCONS @ 2X4 #2 SYP P.T. @ EA. TRUSS MEMBER :4 MORE INFO & ROOF SHEATHING 0 < 1�00 ONNECTION 16" O.C. MAX. TRUSS W1 (4) 12d NAILS 2X8 W/ (2) 10d NAILS @ XX CONNECTION ++ I.-: U) STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL N< PLAN FOR STUD SIZE & TRANSOM BETWEEN TOENAILS INTO OTHER =6 I TRANSOM BETWEEN SEE WALL CLIP DETAIL z UJ z Z 0 SPACING. MIN (2) 2x 1. L SEE FLOOR PLAN FOR LINTELS TRUSS LINTELS FOR MORE INFO 2x8 #2 SPF VERTICAL 0 UNDER GIRDER TRUSS MORE BRIG. WALL INFO LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN -1 SLOPE AS REQ'D LINTEL PER PLAN 2x8 #2 SPF VERTICAL LINTEL PER PLAN @ 24" O.C. W/ EXT. 0 w 2x6 #2 SYP P.T. CONT. 2X6 #2 SYP P.T. CONT. SHEATHING PER NAILING SCHEDULE & 0 2x BLOCKING NAILING SCHEDULE & (4) 12d NAILS EACH z UJ (2) 2x TOP PLATE TAPCONS @ 12" O.C. TAPCONS @ 12" OC. (4) 12d NAILS EACH TRUSS MEMBER (TOP SIMPSON LSTA24 EACH SPACED EVENLY SPACED EVENLY TRUSS MEMBER AND BOTTOM CHORDS yj U) STUD ATTACH 2x TO VERTICALLY VERTICALLY ALONG Wt WEBBING) 2x BRIG WALL, SEE 2x6 SPACING. MIN (2) 2x STAGGERED @ 8" O.C. POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL UNDER GIRDER TRUSS SEE PLAN FOR ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY ATTACHMENT BY z U.N.O. CONNECTION BUILDER BUILDER BUILDER BUILDER SECTION @ DOUBLE BEARING STEP @ BEARING FRAME WALL HEADER (&- POCKET SLIDER w/ TRANSOM (�S �O2 HEADER POCKET SLIDER w/ TRANSOM (fS �O3 HEADER POCKET SLIDER S �O4 HEADER POCKET SLIDER z uj CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN 2x6 SYP #2 LEDGER. TO to BEAM INTO LONG SPAN AS INDICATED ON BEAM STUDS W/ (2) 1/4" X 4%" le SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN SIMPS. SOS SCREWS @ z z ca 0 STRAP IS NOT REQUIRED. 16" O.C. MAX.; TO GABLE END STUDS W/ M EXT. BEAM PER PLAN FIT POST PER PLAN EXTERIOR WALL/TRUSS SCREWS @ 16" O.C. W W LAP BEAM PLYS AND TO MASONRY wl 2x6 PT 0 0 NAILS PER PLY EXT. BEAM PER PLAN 1/4" x 2 3/4" TAPCONS AT z r.00 12 _w SEE PLAN Lu Cl HTS20 CLIP FROM SIMPSON H3 CLIP Lo >- POST TO BEAM SHEATHING PER PLAN UJ Lu PLAN VIEW @ TOP OF POST 2x4 SYP #2 LEDGER. - 0 TO STUDS OR BEAM W/ (4) 1 Od NAILS FOR PT POST PER PLAN (2) 1/4" X 4%" SIMPS. 7 CONV. FRAMED ABU POST BASE PER SOS SCREWS @ 16" MEMBERS ONLY 757 5/8" THREADED ROD W/ TO GABLE END STUDS STRUCTURAL ENG: CFG .0 SIMPS. III Irm SOS SCREWS @ 16"' FASCIA PER p z O.C. MAX.; COMMUNITY SPECS Lu -STRUCT: TNA DJ 4 SEE FOUNDATION TO MASONRY W/ 2X4 PT 2X4 SYP #2 OR Fn QC CHECK: cc 4, PLAN FOR ADDITIONAL SYP #2 LEDGER W/ 1/41" PRE-ENGINEERED w JOB No. TM - 2170936 INFO x 2 3/4" TAPCONS @12" ROOF TRUSSES @ 24" SIDE VIEW @ BASE OF POST O.C. SCALE: AS INDICATED DATE: & 12.2017 SIMPSON H3 CLIP DESIGNED FOR SHINGLE ONLY 16DO CORNER COLUMN FRAMING TYPICAL SHED ROOF DETAIL NOT USED SD4 3/4"=1'-0" 1/2"=l' -O" NOTE: ALL FLOOR PRE-ENGINEERED TRUSS STRAP - SEE PRE-ENGINEERED TRUSSES TO BE P.T. IF ROOF TRUSS - SEE FRAMING PLAN FOR ROOF TRUSS SEE NO MOISTURE FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR BARRIER (FELT PAPER LOCATION & SPACING LOCATION & SPACING PRE-ENGINEERED OR SIM) IS PROVIDED t STRUCTURAL COL PER ROOF TRUSSES AT 24" TRUSS STRAP - SEE STRUCTURAL COL PER PLAN FOR SIZE AND O.C. FRAMING PLAN FOR PLAN FOR SIZE AND REQ'D # OF STUDS REQ'D # OF STUDS NOTE: STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS CONNECTIONS SIMPSON MSTAM36 DOUBLE 2x TOP PLATE -- DOUBLE 2x TOP PLATE SOLID SHEATHING @ — TYPICAL TRUSS TO STRAP W/ (10) 1 O TO 2x BOTTOM PLATE 2x BOTTOM PLATE HEADER FRAME CONNECTION. STUDS & (8) 1/4" X 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING SIMPSON SP4 w/ (6) 1 O SHINGLE OR TILE PER SEE STANDARD 2-1/4" TITEN SCREWS ATTACHED PER ATTACHED PER F�'<< xl-1/2" @ 24" O.C. (USE ARCHITECTURAL CONNECTOR NOTES TO LINTEL COURSE. NAILING SCHEDULE NAILING SCHEDULE SIMPSON LSTA30 SyFFr SP6 @ 2x6 STUDS & SIMPSON LSTA30 ELEVATIONS. USE SIMPSON STRAP (MAX 10° SP8 @ 2x8 STUDS) STRAP (MAX 10° MSTCM60 STRAP W ANGLE) W/ (22) 1 Od ANGLE) W/ (22) 1 Od PRE-ENGINEERED REFER TO PLAN FOR (20) 16d SINKERS & (14 NAILS. BEND STRAP (2) 2X SPF TOP PLATE NAILS. BEND STRAP ROOF TRUSSES @ 24" I BUILT-UP COLUMN 1/4" X 2-1/4" TAPCONS OVER TOP PLATE MIN.U.N.O. ON PLAN OVER TOP PLATE MIN. O.0INFO, FOR TRUSSES 20" TO 3", THEN RUN DOWN 3", THEN RUN DOWN 26" DEEP FACE OF JAMB STUDS/ I HEADER - SEE 2ND FACE OF JAMB STUDS/ PRE -ENG. FLOOR (IF TITENS ARE NOT INN,HEADER FLOOR PLAN FOR MIN. HEADER TYPICAL TRUSS TO SYSTEM IF NO FLOOR LINTEL COURSE OR HEADER SIZE & REQ'D FRAME CONNECTION. INTO FILLED CELL USE (1) SIMPSON LSTA30 SYSTEM INSTALL EXTERIOR SHEATHING JAMB STUDS I KNEEWALL & PROVIDE FROM TOP OF WALL EXTERIOR SHEATHING SEE STANDARD 1/4" X 1 3/4".TITENS) STRAP W/ (11) 10d TO SOLID BLOCKING FLOOR TRUSS SEE TO BOT. RIBBON, NAIL FROM TOP OF WALL CONNECTOR NOTES ( U.N.O. ;; \ FLOOR TRUSS PER STUDS ABOVE PLATE UNDER COLUMN PLAN U.N.O.FRAMING. PLAN FOR PER PLAN ABOVE CONNECTION INFO.. IF HEADER IS UPSET TO BOT. RIBBON, NAIL BEARING I PROVIDE SOLID (2) 2x SILL AT WINDOW AND WINDOW IS PER PLAN SEE PLAN I BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS FOR FLOOR GIRDER OR w/ 2x CRIPPLE STUDS LOWER: (1) 2x SILL OR LVL GIRDER COL. EVEN WITHIN MORE INFO AT EA. END NAILED TO PLATE w/ (2) 1 O FLOOR TRUSS MASONRY WALL SEE BEAM; SEE PLAN STUD PACK w/ 1 Od TOENAILS. EXT. NOTE: ALL FLOOR PLAN FOR MORE INFO NAILS @ 8" O.C. THEN HEADER OPENINGS TRUSSES TO BE P.T. IFSTUDS @ 16" O.C. LESS THAN 4FT:(1) 2x DBL. TOP PLATE NO MOISTURE fi—so-*TYPICAL GIRDER COL. CONNECTION SO TYPICAL GIRDER COL. @ HIGH BEAM ATTACH SILL w/ (2) 1 O SILL PLATE w/ (2) 1 O SEE ARCHITECTURAL BARRIER (FELT PAPER „_ , TOE NAILS AT EA. END TOENAILS. OPENING PLAN FOR OVERHANG HDR. PER PLAN OR SIM IS PROVIDED 3/4"=V-0" 3/41f=11-011 OF SILL (MAX OPEN'G LARGER THAN 4FT: (2) INFO WIDTH 4'-0"). USE A35 2x SILL PLATE w/ A35 (2) 2x SILL AT WINDOW 2x STUDS, SEE i REFER TO PLAN FOR 2x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x w/ 2x CRIPPLE STUDS FRAMING PLAN FOR I BUILT-UP COLUMN SEE PLAN FOR MORE (2) SIMPSON LSTA18 OPENINGS GREATER CRIPPLES @ 16" O.C. AT EA. END NAILED TO WINDOW AS SPACING AND GRADE INFO. STRAPS CENTERED @ THAN 4' BUT LESS w/2) 1Od TOENAILS I ( STUD PACK w/ 1Od SCHEDULED AND SEE ARCH PLAN O.C.THEN I BEARING WALL PER � A FLOOR W/ (14) 10d THAN 6' T&B (PLYWOOD NAILS @ 8" . T TO VERIFY SIZE PLAN BEYOND NAILS SIMPS. MSTAM36 w/ SHEATHING REQ'D EXTERIOR FINISH PER SEE FLOOR FRAMING STUDS @ 16" O.G. PLAN INT. FINISH PER PLAN COLUMNS PLAN FOR FLOOR (7) 1 Od NAILS & (4),1/4" T&B) ATTACH SILL w/ (2) 10d MID -HEIGHT BLOCKING SYSTEM INFO. x 2 1/4" TITENS; IF TOE NAILS AT EA. END 2x BOTTOM PLATE w/ PER BEARING WALL FLOOR TRUSSES ARE SEPARATE SHEATHING OF SILL MAX OPEN'G UNDER WINDOW MID -SPAN BLOCKING I SCHEDULE WIDTH 4'-0"). USE A35 U.N.O. (2) 12d AT 12" O.C. I ATTACH 2x STUDS W/ -- (3) 2x STUDS 20"- 26" DEEP, USE 3/4" FLOOR SHEATHING I 1/2" DIA. THREADED (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. SIMPS. MSTCM60 CLIP AT EA. END FOR INSULATION PER PLAN ATTACHED PER ROD WITHIN 6" FROM STRAPS CENTERED @ STRAP w/(20) 16d OPENINGS GREATER SEE DETAILS WS10, I COL; SEE BRG WALL/ FLOOR w/ (14) 1Od CALIFORNIA CORNER A -A SINKERS & (NS EA X 2 THAN 4' BUT LESS NAILING SCHEDULE NAILS ' 1/4" TITENS INSTEAD. / THAN 6' I 2 -STORY WALL (2) SIMPSON LSTA18 WS11 OR WS13 FOR (IF TITENS ARE NOT IN ' ADDITIONAL FLOOR TRUSSES SEE I SECTION FOR MORE STRAPS CENTERED @ '� SIMPSON LSTA30 w/ PLAN FOR DEPTH AND INFO. (2) SIMPSON META16 FLOOR W/ (14) 10d LINTEL COURSE OR 2x TOP & BOT. INFORMATION THIS I FLOOR TRUSS TO NAILS INTO FILLED CELL USE (11) 1 O TO STUDS DIRECTION REFER TO MASONRY WALL --� - 1/4" X 1 3/4" TITENS) ; RIBBONS, CONT. ABOVE PLATE U.N.O. SHEET I LL NOTE: ALL FLOOR FOUNDATION PLAN (3) 2x STUD PACK ,..... x .:.: ;;:.:. ...:'':.::. '^; .', 'f " `,. FOR FTG. NOTE: ALL FLOOR EXT. SHEATHING ATTACH PER NAILING TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. IF _ .' : l..;'`•. ;' I=— INFORMATION FLUSH W/ FACE OF SCHEDULE NO MOISTURE NO MOISTURE I I - i" ';. .. '.' T— MASONRY ATTACHED BARRIER (FELT PAPER BARRIER (FELT PAPER — —_ —_ = �_ ATTACH 2x STUDS W/ OR SIM IS PROVIDED _ I -I - PER NAILING OR SIM) IS PROVIDED BEARING SCHEDULE; PROVIDE (2) 16d NAILS @ 6" O.C. (4) 2x STUDS SEE FRAMING PLAN 1/8" GAP BETWEEN 1F FLOOR SYS. NOT PRESENT PER FL( IR FOR FLOOR SEE PLAN SHEATHING AND STANDARD CORNER A -A FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE CMU WALL BELOW PER DETAIL ATPROVIDE BLOCKING LINTEL AS PER PLAN SIMPSON MSTC40 W/ 36 16d SINKERS. IF FLOOR ON FLOOR FRAMING. INDICATEDD BASE STRAP MASONRY WALL PER ( ) REQ'D ON EITHER SIDE OF WALL. IF WF02/ BELOW JAMBS FLOOR SYSTEM DRAFT SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d PLAN SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE STOPPING AT 1000 SQ SINKERS AND (14) %4'X2 Y4" TITENS TO MASONRY ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO FT MAX: DRAFT LINTEL AS PER PLAN STOPPING MATERIALS MIN THICKNESS SHALLfi�SOTYPICAL TWO STORY COL. @GIRDER — ASO 2nd FLOOR CORNER FRAMING ATTACHMENT AID HEADER CONNECTION @ 2nd FLOOR WD. HD. HT BE 1/2" GYP BOARD OR 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" SEE PLAN 15/32" OR 7/16" OSB. ATTACH TO FLOOR SHEATHING PER SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING 3/4"' FLOOR SHEATHING 16" O.C. TOP AND ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 PRECAST CONC. OR BOTTOM CHORDS NAILING SCHEDULE NAILING SCHEDULE NAILING SCHEDULE SHEATHING PER PLAN 2x STUDS , SEE 2x STUDS , SEE UNDER WINDOWS AND ATTACH PER NAILING POWERS STEEL SILL 2x STUDS , SEE SCHEDULE, 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK FRAMING PLAN FOR TYP. @ ALL WINDOWS SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN CONTINUOUS FROM @ 48" O.C. W/ (2) 12d SPACING AND GRADE AND SEE ARCH PLAN AND SEE ARCH PLAN RIBBONS w/ SIMPSON TOP O TOP PLATE TO TOENAILS EACH END SYS. 42 FLOOR AND SEE ARCH PLAN GIRDER TRUSS PER BOTTOM PLATE. TO VERIFY SIZE TRUSSES @ 24" O.G. TO VERIFY SIZE A35 EA. END TO VERIFY SIZE PLAN 2x4 #2 SYP ANGLE2x BLOCKING FOR BEARING WALL PER 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ 2x BOTTOM PLATE W/ EXT FINISH PER PLAN AGAINST TRUSS (2) 12d @ 12" O.C. SHEATHING/ DRYWALL 2 O @ M O.C. PLAN VERTICAL @ 48" O.C. (2) 12d @ 12 O.C. ATTACHMENT w/ (2) 12d ( ) W/ (3) 12d NAILS EACH TOENAILS EA. END 2x SYP #2 RIBBON (MIN DOUBLE BOTTOM PRE -ENG FLOOR 2x4 TO TRUSS w/ (4 VERT REINF. BEYOND a END TRUSS OR FIELD 2x4) TO TRUSS w/ (4)IN 164 NAILS BOTTOM 2L HT5 EA. FLOOR FRAME 2x4 KNEE ( ) WALL STUDS @ 16" 16d NAILS; BOTTOM RIBBON TO BE PT IF TRUSS TO DOUBLE MASONRY WALL PER ;a RIBBON TO BE PT IF PLANSYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ BRG DIRECTLY ON BRG DIRECTLY ON BOTTOM PLATE, SLIT ��.�.. CONC. SLAB TRUSSES @ 24" O.C. EACH END SEE CMU CMU FLOOR DECKING TO SEE FOUNDATION (MAX) CONNECTOR �.`� SEE TRUSS LAYOUT ACCOMMODATE PLAN FOR MORE INFO SCHEDULE FOR (2) ROWS 8d NAILS @ FOR HANGER STRAP FIN. FLR. 1/2" GYP. CLG BD OR 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL ' (1) 5/8" TYPE "X" WHEN CONNECTION 3" O.C. WALL SHEATHING TO EA. (1) 5/8" TYPE "X" WHEN SHEATHING TO I SEE PLAN FOR RIBBON 2x RIBBON OR 1 ROWS 8d NAILS @ IN GARAGE 01-01,00 ,r IN GARAGE r.. 3" O.C. WALL :. r BOTTOM RIBBON SIMPSON META16 AT CANTILEVER GRADE MASONRY WALL PER MASONRY WALL PER BLOCKING w/ (4) 16d PLAN I..' SHEATHING TO PLAN I. • MASONRY OR MTS12 OR (3) 16d TOENAILS BOTTOM PLATE AT WOOD SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR MAX. 1/8" GAP NOTE: ALL FLOOR MAX. 1/8" GAP BETWEEN SHEATHING TRUSSES TO BE P.T. IF DETAILS FOR FTG INFO TRUSSES TO BE P.T. IFTRUSSES TO BE P.T. IF BETWEEN SHEATHING &CMU MASONRY OR FRAME NO MOISTURE & CMU NO MOISTURE WALL PER PLAN NO MOISTURE BARRIER (FELT PAPER BARRIER (FELT PAPER SEE CONNECTION BARRIER (FELT PAPER OR SIM) IS PROVIDED 2x4 KNEEWALL PT SILL PLT. IF OR SIM) IS PROVIDED SCHEDULE OR SIM) IS PROVIDED TRUSS PER PLAN fis_03 TYPICAL TWO STORY SECTIONS1 TWO STORY PARALLEL FLOOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTION fiSlFLOOR TRUSS TO GIRDER CONNECTION 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" NOTE: ALL FLOOR 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. TRUSSES TO BE P.T. IF IF SHEATHING IS NOT CONTINUOUS TO NO MOISTURE HANDRAIL BY OTHERS BOTTOM OF FLOOR TRUSS, CONTRACTOR TO BARRIER (FELT PAPER INSTALL SIMPSON LSTA18 STRAPS FROM EA. OR SIM) IS PROVIDED STUD TO TRUSS 2X BOTTOM PLATE W/ (2) 12d NAILS @ 12" O.C. SEE ARCH DWGS FOR w TOPPING INFO N I 3/4" PLYWOOD FLOOR 0 SHEATHING ATTACHED J ----j SLOPE 2x12 #2 SYP CONT PER NAILING SCHEDULE LEDGER W/ (3) 1/4x4-1/2 SDS SCREWS (EQUALLY SPACED VERTICALLY) SEE PLAN @ 24" O.C. AND @ EA. -- END VERTICAL (MIN. 2" FROM T&B) SEE PLAN FOR FLOOR TRUSS DIRECTION SEE W010/SD5 OR W011/0 D5 FOR ADDITIONAL INFO F01 TYPICAL BALCONY FRAMING CONTRACTOR TO ,;I; PROVIDE ADEQUATE WATERPROOFING, NO 'I. CONCRETE SLAB PERMITTED 3/4"=1'-0" SLOPED BALCONY FLOOR TRUSS (12" TALL) (60/15/5 MIN. LOADING) W/ LUS26 OR LUS46 TO LEDGER SEE WS11/SD5 FOR SIM. END CONDITION LINTEL PER PLAN NOT USED 1 L SEE FRAMING PLAN FOR FLOOR CONNECTION FLOOR GRIDER OR BEAM 'SO HEADER CONNECTION @ 2nd FLOOR HIGH BM 3/4"=1'-0" � SOLID SHEATHING @ HEADER SIMPSON SP4 w/ (6) 10d xl-1/2" @ 24" O.C. (USE ti�Fr SP6 @ 2x6 STUDS & SP8 @ 2x8 STUDS) (2) 2x SPF TOP PLATE U.N,O. ON PLAN HEADER-SEE2ND FLOOR PLAN FOR MIN. HEADER SIZE & REQ'D .zu JAMB STUDS IF HEADER IS UPSET AND WINDOW IS LOWER: (1) 2x SILL PLATE w/ (2) 1 O TOENAILS, EXT. HEADER OPENINGS LESS THAN 4FT:(1) 2x SILL PLATE w/ (2) 10d TOENAILS. OPENING LARGER THAN 4FT: (2) 2x SILL PLATE w/ A35 CLIPS EACH SIDE w/ 2x CRIPPLES @ 16" O.C. w/ (2) 1 O TOENAILS T&B (PLYWOOD SHEATHING REQ'D T&B) 1 L SEE FRAMING PLAN FOR FLOOR CONNECTION FLOOR GRIDER OR BEAM 'SO HEADER CONNECTION @ 2nd FLOOR HIGH BM 3/4"=1'-0" � I— .zu Y civ Z o z w O � O U C O W Z O Q m D J_ W Z H w Ll_ O Z O (A > u j M emcee ®®®""lJ ®®i ' LLI 00 ® [� +� LL p "-j Z <C ®% ® Z _ m W w J CL 2 V � ` O U 0 z b0��� N C6r�> o UPJ de z U 0 2 _0 O V O� P •. 9��lcs U O z�G • > O a 0 � M L W U I– L] ' ^ Z ( J (CD LL O L.i f� 06 w Z�"ti E Q Z 'n Cd - 8 U" 7 rn Z Va�o0°° O J Q I— W N H-- c w _ J U) zw0, 8 a00awsv F' U) 0 �-- � W LLi o H UU wO oda° Q o:04J z W Z U - UN¢ O � �."" V, O F- N aw Z W O a 0 z Q O D O z w 11 0 z m 0 .r.l W O H 0 1 a 0cf)0 ZU_'(� z m Z uj W >-W0 w0 I-�f- I=– LL' U � H STRUCTURAL ENG: CFG - Q DRAFTING: F- ZSTRUCT: W— TNA / DJ - - .__.._..... _ --. - - -- QC CHECK: ry —CC —_.--_ JOB No. TM - 2170936 SCALE: AS INDICATED ~ --- ..-... __._._.............—-- DATE: 6.12.2017 SD5 _ f I I .LL. Ill[: U-111111. .. ; 1II 2x BRG WALL W/ 2x BRG WALL W/ SIMPSON SP2 @ TOP & SIMPSON SP2 @ TOP & 2x8's MIN. SPF #2 SP1 @ BASE. LSTA18 (2) 2x BASE PLATE w/ SP1 @ BASE. LSTA18 O.C. MAX EA. SID OR MTS12 MAY BE (2) 12d NAILS @ 12" OR MTS12 MAY BE USED @ BASE O.C. USE SIMPSON USED @ BASE.(WHEN MSTAM24 EA. SIDE EXTERIOR SHEATHING 1/2"=11-0,f MTS12 OR LSTA18 TO WALL IS CONT. BRG ON EA. STUD TO WALL ATTACH PER NAILING HANGER BY OTHERS BLOCKING BELOW. TRUSS STRAP STUDS BELOW W/ (9) 10d SCHEDULE 2x BLOCKING W/ (2) 12d NOT REQ'D IF STUD IS 10 w/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4": CHART FOR REQUIRED JACKS / TOENAILS EACH END CONNECTED w/ MTS12 TO TRUSS BELOW) 3/4" TAPCONS PEF ALL THREAD ROD 2x BASE PLATE W/ (2) OR LSTA18 3/4" FLOOR SHEATHING STRAP; CENTER SQUARE WASHER 2x8 P.T. BOTTOM 12d NAILS @ 12" O.C. TRUSS ATTACHED PER STRAP BETWEEN > 1/2" J -BOLT OR 1/2" 2x BLOCKING W/ (2) 1.2d NAILING SCHEDULE MASONRY WALL A 2x4 BOTTOM PLATE, 3/4" FLOOR SHEATHING TOENAILS EACH END FLOOR TRUSS PER FRAME WALL EPDXY @ 32" O.C. & 4" IF SHEATHING IS NOT ATTACHED PER (2) 2x4 #2 SYP PLAN 2x8 #2 SYP P.T. SII (2) 2x4 #2 SYP NAILING SCHEDULE BLOCKING SIMPSON KIw/ PLATE w/ 1/2" EPO BLOCKING w/ SIMPSON LEDGER W/ (2) Y4'x3-1/2" I SDS WOOD SCREWS@ HUC24-2 EACH END, (2) 2x TOP PLATE ANCHOR BOLT 01 HUC24-2 EACH END, (2) 2x4 TOP PLATE USE (4) 10d & (2) 10d " BOTTOM PLATES. J -BOLT W/ MIN. 7" USE (4) 10d & (2) 10d jk see PLAN NAILS. UNDER WINDOW JAMBS ONLY SEE PLAN -A1------- EMBED. @ 32 O.0 FROM EA:END NAILS. UNDER @ 12" O.C. FROM EA. END -USE fiFl BRACING @ 2 STORY FRAME WALL FOR GIRDER FLANGE. ATTACH WINDOW JAMBS USE FROM TOP OF WALL TO LCESS LEDGER INTO (3) SCREWS FOR 24" O.C. SIMPSON HUS26. USE HUS26-2 FOR 2PLY (2) 2x6 w/ HUC26-2. LOW ROOF TRUSS SEE USS. VERIFY W/ SEE ARCHS FOR LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR LEDGER PER PLAN FURRING AND INTERIOR FINISH TRUSS PLAN FOR PLAN CONNECTIONS (IF IA. WINDOW SEE PLAN CONNECTIONS MIN. (4) 16d NAILS TO TRUSS IS CONT. BRG FOR LOCATION MASONRY (SHOWN) ON MASONRY USE MASONRY (SHOWN) MASONRY WALL P OR WOOD WALL PER META16 @ 24" O.C. OR OR WOOD WALL PER PLAN PLAN ON WOOD USE HGA PLAN CLIPS @ 24" O.C.) SECTION @ RAISED HEEL TRUSSS1 SECTION @COMBO TRUSS FO WALL SPLICE DETAILS J 2x4 NAILER W/ (2) SHEATHING CONT. TO EXT. FINISH PER EXT. WALL SHEATHING 10d NAILS @ 16 O.C. 2nd STORY BOTTOM PLATE L PER WF10/SD4 ARCHS ATTACH PER NAILING 2x4 STUDS @ 16" O.C. SCHEDULE 2x8 MIN SPF 42 @ 16"' 1/2" GYP. BOARD / SHEATHING PER 1/2"=11-0,f / 1/2"=V-0" 1 \ % SIMPSON H10A @ HANGER BY OTHERS 2x4 BLOCKING SEE LD02/SD4 FOR EXTERIOR SHEATHING MORE INFO MAX 6 FROM KING STUD TRUSS PER PLAN F_� FROM TOP OF WALL TO BOTTOM OF SILL PLATE ATTACH PER NAILING SCHEDULE (2) 12d TOE NAILS IF PORTIONS OF THIS WALL CHART FOR REQUIRED JACKS / EACH END ROOF SHEATHING ATTACH SHEATHING O FLOOR HEADER CONTACT EOR TO ALL THREAD ROD I IMPSON H2.5 EA. I ATTACH PER NAILING SCHEDULE W/ (1) ROW 8d NAILS SQUARE WASHER 2x8 P.T. BOTTOM FOUNDATION DETAILS TRUSS PLATE. FOR CONNECTION @ > 1/2" J -BOLT OR 1/2" BASE SHEATHING TO THREADED ROD W/ 2x4 BOTTOM PLATE, I SIMPSON SET -XP I PRE-ENGINEERED PLATE 1 1/4 (MIN.) " EPDXY @ 32" O.C. & 4" IF SHEATHING IS NOT TOP PLATE W/ 16d 1x PT NAILER AS REQ'D FROM EA. END OF a. CONTINUOUS TO BASE NAILS @ 6" O.C. TRUSS PER PLAN 2x6 #2 SYP CONT. r 2 2x SYP #2 COLUMNS ON EITHER SIDE OF GIRDER, PROVIDE ATTACHED PER SHALL HAVE 7" MIN. W/ (6) 10d x 1-1/2" NAILS I I LEDGER W/ (2) Y4'x3-1/2" I SDS WOOD SCREWS@ EMBED. TO CMU. ARE REQUIRED EA. (2) 2x TOP PLATE 0. H. STUD TO TOP AND (2) 2x4 TOP PLATE EXT. FINISH PER " BOTTOM PLATES. 16" O.C. MAX. & 3" ARCHS (2) 2x HEADER SEE SUFFICIENT ROOM HANGER 2x #2 SPF STUDS @ 16" C.M.U. WALL PER PLAN WITH ROOF LOAD @ 12" O.C. FROM EA. END -USE fiFl BRACING @ 2 STORY FRAME WALL FOR GIRDER FLANGE. ATTACH Wt.... FROM TOP OF WALL TO LCESS LEDGER INTO (3) SCREWS FOR 24" O.C. SIMPSON HUS26. USE HUS26-2 FOR 2PLY LEDGER TO EA.NUSSSHOP C USS. VERIFY W/ I TRUSS COLUMN w/ (4) 1/4" x 3-1/2" (8 TOTAL) SIMPSON SDS LEDGER PER PLAN (DRAWINGS Lam_ 2x8 SYP #2 LEDGER W/ SCREWS INFO. IF WALL WINDOW SEE PLAN ABOVE TO EA. STUD MIN. (4) 16d NAILS TO HORIZONTAL (+/- 100) BRACE FOR LOCATION LSTA18STRAPS ARE END LENGTHS OVER EACH STUD (AT EACH 6' FROM EAVES. REQ'D FROM STUDS TO OPT. TRUSS RECESS SIDE OF G.T. USE (4) LEDGER 16d NAILS) 2x STUDS SEE PLANSTUDS GIRDER BELOW TRUSSES PER PLAN IF WALL SHEATHING IS STOPPED BELOW 601 LEDGER AT GIRDER SEE LD02/SD4 FOR MORE INFO IF D03 LEDGER @ OPEN TO BELOW 2x LEDGER TO UPPER 1-1/2"=V-0" O.C. MAX. 3/4"=1'-0" @ EACH END. BLOCK TO TWO 2x BASE PLATE W/ (2) E ARE EXTERIOR SHEATHING NAILS 12d @ 24" O.C. FROM TOP OF WALL 2x4 CONT. W/ (2) 12d TO FLOOR SYSTEM FOOTING WITH 1/2" J -BOLTS OR EPDXY TO BOTTOM OF SILL NAILS TO EACH STUD BELOW WALL. MIN. 6" EMBEDMENT. PLATE ATTACH PER 2nd STORY WALL PER PLYWOOD FLOORING NAILING SCHEDULE PLAN SEE FLOOR FRAMING \ ROOF SHEATHING I SIMPSON H2.5 EA. I I ATTACH PER NAILING SCHEDULE o 1 TRUSS SEE PLAN FOR 1 1 tC TRUSS DIRECTION I &MORE INFO I PRE-ENGINEERED --`— •a : FLOOR TRUSS; SEE FLOOR GIRDER SEE � o FRAMING PLAN FOR PLAN FOR m TRUSS PER PLAN � r DIRECTION AND CONNECTION I2x6 CONNECTION DETAIL B SEE TRUSS LAYOUT 1 1 FOR TRUSS LOCATION #2 SYP CONT. N Y� & CONNECTION INFO PLAN •°'SDS LCESS LEDGER W/ (2) Y4'x3-1/2" WOOD SCREWS @ I SIMPSON HUS26. USE 1 LEDGER INTO HUS26-2 FOR 2PLY 16" O.C. MAX. & 3" p 1 SS. VERIFY W/ MSSSHOP FROM EA. END - USE (3) TRUSS I �AWINGS SCREWS FOR 24" O.C. 2x8 SYP #2 LEDGER W/ 1 1 MIN. (4) 16d NAILS TO 1 EA. TRUSS, 24" O.C. 1 OPT. TRUSS RECESS LEDGER �.T. USE O16 NIS) I 1 2x SPF BASE 1 604 LEDGER @ LOW ROOF H 2x4 NAILER W/ (2) SHEATHING CONT. TO EXT. FINISH PER EXT. WALL SHEATHING 10d NAILS @ 16 O.C. 2nd STORY BOTTOM PLATE L PER WF10/SD4 ARCHS ATTACH PER NAILING 2x4 STUDS @ 16" O.C. SCHEDULE 2x8 MIN SPF 42 @ 16"' 1/2" GYP. BOARD / SHEATHING PER O.C. - SEE FRAMING ROOF SHEATHING PER DETAIL WF10/D4 PLAN FOR MORE INFO. PLAN. SIMPSON H10A @ O1/2" SCHEDULE ON FLOOR PLANS FOR 2x4 BLOCKING SEE LD02/SD4 FOR EACH DIAGONAL MORE INFO MAX 6 FROM KING STUD BETWEEN STUDS W/ MORE INFO. BRACE (2) 12d TOE NAILS IF PORTIONS OF THIS WALL CHART FOR REQUIRED JACKS / EACH END PER PLAN ATTACH SHEATHING O FLOOR HEADER CONTACT EOR TO ALL THREAD ROD TO BOTTOM PLATE 1/2" NUT & 2" x 2" x 1/8" @ 48" O.C.; SEE W/ (1) ROW 8d NAILS SQUARE WASHER 2x8 P.T. BOTTOM FOUNDATION DETAILS @ 3" O.C. PLATE. FOR CONNECTION @ > 1/2" J -BOLT OR 1/2" BASE SHEATHING TO THREADED ROD W/ 2x4 BOTTOM PLATE, OVERLAP BOTTOM SIMPSON SET -XP CONNECT TO DOUBLE PLATE 1 1/4 (MIN.) " EPDXY @ 32" O.C. & 4" IF SHEATHING IS NOT TOP PLATE W/ 16d 1x PT NAILER AS REQ'D FROM EA. END OF a. CONTINUOUS TO BASE NAILS @ 6" O.C. FOR MORE INFO WALL. ANCHORS PLATE, SIMPSON SP8 ATTACHED PER FROM EACH END SHALL HAVE 7" MIN. W/ (6) 10d x 1-1/2" NAILS BAYS @EACH DIAGONAL AS CONT. #5 IN TIE BEAM EMBED. TO CMU. ARE REQUIRED EA. (2) 2x TOP PLATE 0. H. STUD TO TOP AND (2) 2x4 TOP PLATE EXT. FINISH PER " BOTTOM PLATES. 1 ARCHS (2) 2x HEADER SEE 2x BEARING WALL 2x #2 SPF STUDS @ 16" C.M.U. WALL PER PLAN WITH ROOF LOAD @ 12" O.C. fiF'1*` SECTION @ OPEN TO ABOVE fiFl BRACING @ 2 STORY FRAME WALL 1-1/2"=V-0" Wt.... FROM TOP OF WALL TO 2x8 #2 SPF MIN STUDS 1 1 BOTTOM OF TRUSS/ C @ 16" O.C. PER PLAN v� W PRE ENGINEERED PLATES U.N.O. i O1/2" SCHEDULE ON FLOOR PLANS FOR TRUSSES @ 24" O.C. MORE INFO MAX 6 FROM KING STUD W/ (5) 1 O NAILS INTO TOP PLATE AND (5) 10d MAX. PER PLAN 12 IF PORTIONS OF THIS WALL CHART FOR REQUIRED JACKS / IF 2ND FLOOR HEADER SITS OVER 1ST PER PLAN )SEE KINGS # OF STUDS TO MATCH O FLOOR HEADER CONTACT EOR TO 2x4 CONT. W/ (2) 12d (2) 2x HEADER REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO NAILS TO EACH STUD > BOTTOM OF FLOOR SYSTEM 2x8 #2 SYP P.T. SILL ?LL V-m ' > TRUSS ANCHOR (SEE PLATE W/ Y2" EPDXY SEE FLOOR PLAN SOLID BLOCKING WITHIN FLOOR SYSTEM PLAN) ANCHOR OR J -BOLT @ UNDER 2ND STORY COLUMN LOCATION. J 1 32" O.C. W/ MIN. T' ROOF SHEATHING EMBEDMENT & 6" FOR MORE INFO M ATTACHED PER FROM EACH END z BAYS @EACH DIAGONAL AS NAILING SCHEDULE (2) 2x TOP PLATE 0. H. 1 SHEATHING TO BLOCKS W/ 8d PER ELEV. 1 BEARING WALL PER PLAN. BOTTOM PLATE • (2) 2x HEADER SEE 1 2x #2 SPF STUDS @ 16" MASONRY WALL PER PLAN FOR MORE INFO @ 12" O.C. O.C. w/ EXT. SHEATHING PLAN & CONNECTIONS Wt.... FROM TOP OF WALL TO 1/2 GYP. BOARD 1 1 BOTTOM OF TRUSS/ 1 SIMPFASTEN H10A O.S.B. TO OVERLAP GIRDER SEE PLAN FOR TO DIAGONAL W/ (2) 16d EACH DIAGONAL EACH DBOTTOM PLATE 1 1/4" WINDOW ATTACHMENT BRACE (MIN.) > W WALL BRACING @ 48" O.C. INFO. IF WALL WINDOW SEE PLAN ABOVE TO EA. STUD SHEATHING ISN'T CONT. HORIZONTAL (+/- 100) BRACE FOR LOCATION LSTA18STRAPS ARE END LENGTHS OVER 2x BLOCKING w/ (2) 12d 6' FROM EAVES. REQ'D FROM STUDS TO TOENAILS EACH SIDE 2x STUDS SEE PLANSTUDS GIRDER BELOW TRUSSES PER PLAN IF WALL SHEATHING IS STOPPED BELOW SEE LD02/SD4 FOR MORE INFO IF WITH 12d NAILS @ 3" 2x LEDGER TO UPPER ROOF LINE O.C. MAX. TRUSSES ARE @ EACH END. BLOCK TO TWO 2x BASE PLATE W/ (2) E ARE PARALLEL TO WALL NAILS 12d @ 24" O.C. ROOF SHEATHING 2x4 CONT. W/ (2) 12d TO FLOOR SYSTEM FOOTING WITH 1/2" J -BOLTS OR EPDXY ATTACHED PER NAILS TO EACH STUD BELOW WALL. MIN. 6" EMBEDMENT. NAILING SCHEDULE 2nd STORY WALL PER PLYWOOD FLOORING PLAN SEE FLOOR FRAMING \ PLAN FOR MORE INFO I BELOW o 1 SEE PLAN FOR 1 1 tC TRUSS DIRECTION t_-`-- &MORE INFO 1 --`— •a : FLOOR TRUSS; SEE FLOOR GIRDER SEE 1- 1 FRAMING PLAN FOR PLAN FOR m 1 DIRECTION AND CONNECTION i CONNECTION DETAIL B SEE TRUSS LAYOUT 1 1 FOR TRUSS LOCATION MASONRY WALL PER N Y� & CONNECTION INFO PLAN LIJ I TYPICAL CONNECTION @GIRDER OR BEAM O.S.B. TO OVERLAP BOTTOM PLATE 1 1/4" (MIN.) 2x LEDGER TO UPPER FLOOR WALL W/ 1/4" X 3-1/2" SIMPSON SDS SCREW @ 16" O.C. (2) 2x SPF TOP 2x4 BLOCKS, (2) 16d J W NAILS @ EACH END. Z Q BLOCK ADJACENT 0 BAYS @ EACH W DIAGONAL AS SHOWN, FASTEN ROOF w[r SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. N z (5) 16d NAILS BRACE O Z TO BLOCKING 0 "�`�---- PROVIDE 2x4 BRACE w LL TO EACH ADJACENT DIAGONAL, FASTEN O V TO DIAGONAL W/ (2) (!) 16d NAILS z Q D J TRUSSES PER PLAN m Q WALL BRACING @ 48" O O.C. MAX. 450 FROM HORIZONTAL (+/- 10°) u_ BRACENOT REQUIRED w 6' FROM EAVES. F=-- � u - O (q z uj ®°° s a- XL • (i "� OC • tJ; " = z a W THREADED ROD SEE BEARING PLATES U.N.O. i O1/2" SCHEDULE ON FLOOR PLANS FOR PLATE TO HEADER WITH LSTA12 BENT OVER MORE INFO MAX 6 FROM KING STUD W/ (5) 1 O NAILS INTO TOP PLATE AND (5) 10d NAILS INTO HEADER IF PORTIONS OF THIS WALL CHART FOR REQUIRED JACKS / IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. )SEE KINGS # OF STUDS TO MATCH O FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER (2) 2x HEADER REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO W OzWMh E �m > BOTTOM OF FLOOR SYSTEM �1 IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY ?LL V-m ' > 1 SEE FLOOR PLAN SOLID BLOCKING WITHIN FLOOR SYSTEM 1 1 UNDER 2ND STORY COLUMN LOCATION. J 1 2x4 BLOCKS, (2) 16d NAILS @ FOR MORE INFO M 1 1 z BAYS @EACH DIAGONAL AS 1 SHOWN. FASTEN ROOF SCHEDULE 1 SHEATHING TO BLOCKS W/ 8d 1 1 BEARING WALL PER PLAN. BOTTOM PLATE • 0 1 TO TRUSS TOP CHORD WITH (2) 12d NAILS @ 12" O.C. 1 w 04 Wt.... PROVIDE 2x4 BRACE TO 1/2 GYP. BOARD 1 1 1 SIMPFASTEN H10A O.S.B. TO OVERLAP TO DIAGONAL W/ (2) 16d EACH DIAGONAL EACH DBOTTOM PLATE 1 1/4" NAILS BRACE (MIN.) > W WALL BRACING @ 48" O.C. LSTA36 EA. STUD MAX. 45' FROM ABOVE TO EA. STUD HORIZONTAL (+/- 100) BRACE BELOW WITH EQUAL NOT REQUIRED END LENGTHS OVER 6' FROM EAVES. EACH STUD. 2x STUDS SEE PLANSTUDS i TRUSSES PER PLAN CHORD TO TOP PLATE WITH 12d NAILS @ 3" 2x LEDGER TO UPPER 2x4 BLOCKS, (2) 12d TOENAIL% O.C. MAX. FLOOR WALL W/ @ EACH END. BLOCK TO TWO (2) 2x4 TOP PLATE E ARE ADJACENT ROOF TRUSSES. SDS SCREW @ 16" O.C. 1 SP4 EA. STUD TO SILL PLATE. SILL PLATE TO WITH ROOF LOAD FOOTING WITH 1/2" J -BOLTS OR EPDXY ANCHORS @ 32" O.C. & 6" FROM EACH END OF 1 WALL. MIN. 6" EMBEDMENT. TO ALIGN W/R /S US 1 Oil 1 1 1 BELOW o 1 11 1 1 tC 1 1 1- 1 1 m 1 i B 1 1 1 N Y� 1 LIJ 1 1 O p 1 Z 1 1 1 1 1 I 1 2x SPF BASE 1 0 H i w > p= PLATE STRUCTURAL ENG: CFG 1 [ DRAFTING: 1 1 PRE-ENGINEERED 1 E DJ - [) I I FLOOR SYSTEM No. TM - 2170936 SCALE: AS INDICATED DATE: KNEEWALL OR BEAM SD6 (2) 2x SPF TOP 1 PLATES U.N.O. 1 1 1 1 1 1 1 1 1 (2) 2x HEADER 1 1 1 1 SEE FLOOR PLAN 1 1 1 I FOR MORE INFO 1 1 2x STUDS SEE PLAN STUDS ABOVE ARE TO B 1 ALIGN W/ STUDS BELOW 1 1 1 1 1 1 1 1 1 1 i2x P.T. BASE PLATE ' 1 SEE BEARING SCHED. 1 1 1 FOR A.B. INFO 1 1 1 q 1 a J 99 w � m LL (O j .9 O .r Q � Q W THREADED ROD SEE BEARING AT OPENING LARGER THAN 4'-2" ATTACH TOP i O1/2" SCHEDULE ON FLOOR PLANS FOR PLATE TO HEADER WITH LSTA12 BENT OVER MORE INFO MAX 6 FROM KING STUD W/ (5) 1 O NAILS INTO TOP PLATE AND (5) 10d NAILS INTO HEADER IF PORTIONS OF THIS WALL CHART FOR REQUIRED JACKS / IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. )SEE KINGS # OF STUDS TO MATCH O FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO W OzWMh E �m > BOTTOM OF FLOOR SYSTEM �1 IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY ?LL V-m ' > UNDER 2ND STORY COLUMNS, PROVIDE Z Z SOLID BLOCKING WITHIN FLOOR SYSTEM J F1 2 STORY INTERIOR BEARING WALL UNDER 2ND STORY COLUMN LOCATION. J to Z Z p 8 2x4 BLOCKS, (2) 16d NAILS @ SHEATHING CONT. TO 2nd M EACH END. BLOCK ADJACENT STORY WALL BOTTOM PLATE z BAYS @EACH DIAGONAL AS ATTACH PER NAILING SHOWN. FASTEN ROOF SCHEDULE SHEATHING TO BLOCKS W/ 8d O NAILS @ 6" O.C. BEARING WALL PER PLAN. BOTTOM PLATE • 0 (5) 16d NAILS BRACE TO TRUSS TOP CHORD WITH (2) 12d NAILS @ 12" O.C. TO BLOCKING w 04 Wt.... PROVIDE 2x4 BRACE TO 1/2 GYP. BOARD Z EACH ADJACENT DIAGONAL, SIMPFASTEN H10A O.S.B. TO OVERLAP TO DIAGONAL W/ (2) 16d EACH DIAGONAL EACH DBOTTOM PLATE 1 1/4" NAILS BRACE (MIN.) > W WALL BRACING @ 48" O.C. LSTA36 EA. STUD MAX. 45' FROM ABOVE TO EA. STUD HORIZONTAL (+/- 100) BRACE BELOW WITH EQUAL NOT REQUIRED END LENGTHS OVER 6' FROM EAVES. EACH STUD. TOENAIL BOTTOM TRUSSES PER PLAN CHORD TO TOP PLATE WITH 12d NAILS @ 3" 2x LEDGER TO UPPER 2x4 BLOCKS, (2) 12d TOENAIL% O.C. MAX. FLOOR WALL W/ @ EACH END. BLOCK TO TWO (2) 2x4 TOP PLATE 1/4" X 3-1/2" SIMPSON ADJACENT ROOF TRUSSES. SDS SCREW @ 16" O.C. 2x BEARING WALL SP4 EA. STUD TO SILL PLATE. SILL PLATE TO WITH ROOF LOAD FOOTING WITH 1/2" J -BOLTS OR EPDXY ANCHORS @ 32" O.C. & 6" FROM EACH END OF CSO BRACING @ 2 STORY FRAME WALL WALL. MIN. 6" EMBEDMENT. Oil J 99 w � m LL (O j .9 O .r Q � Q W z i W u 1 _x W OzWMh E �m > r uj V ?LL V-m ' > Z Z co - CoQ°° 5 w J Q J to Z Z p 8 <( 0 C) cu z FaUZ EZWO LL O WO 2 0 w 04 Wt.... Z O O > W N UJ J U) i � o � 11 tC 1- m Q O F N Y� LIJ 1 O p Z ?W !-W0 0 H i w > p= STRUCTURAL ENG: CFG [ DRAFTING: -STRUCT: TNA / DJ - QC CHECK CC JOB No. TM - 2170936 SCALE: AS INDICATED DATE: 6.12.2017 SD6 (2) 2x BEAM PER HEIGHT AND PLAN STANDARD (3) 2X12 LAYOUT.HEADER MIN. (3) 2x SYP #2 WITHIN SUPPORT STRINGERS W/ STUDS REQ'D @ END SCHEDULE REQ'D @ SIMPSON A34 CLIP TO OF LANDING W/ MIN, (6) FOR REQUIRED FLOOR SYSTEM 16d NAILS FROM A SUPPORT LEDGER TO STUD INFORMATION. WIDTH OF LAN NG PACK MASONRY WALL) CONT _ o MASONRY WALL) CONT STRINGERS TO LINE UP 2xJOIST IN LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX, 6'-011 LINE WITH MIDDLE STANDARD (3) 2X12 CONNECT TO. BEAM 2x12 STRINGER TO BE STRINGERS W/ U- UTILIZED AS BLOCKING SIMPSON A35 / A34 101-011 TO BEAR DIRECTLY ONDEPTH CLIP TO FLOOR TO EACH STUD. ((2) 1/4" Z SYSTEM & LANDING MORE INFO ''-- 2xJOISTS @ LANDING FRAMING BUILT UP COLUMNS @ 16"O.C. W/ SIMPSON x 3 1/2" TITENS @ 16" 2 z A35 OR LUS26 HANGER HEIGHT OF LANDING ON EACH SIDE AND cON EACH SIDE 1 " (2) 2x BEAM PER HEIGHT AND PLAN BEAM LAYOUT.HEADER - 2xJOIST (P,T. IF WITHIN SUPPORT (#2 SYP) WALL COULD BE SCHEDULE REQ'D @ REQUIRED. SEE PLAN 4'-0" MAX FOR REQUIRED ATTACHING TO HEADER AND A SUPPORT END OF LANDING FOR INFORMATION. WIDTH OF LAN NG 2x JOIST (P.T. IF MASONRY WALL) CONT _ o MASONRY WALL) CONT STRINGERS TO MID SPAN BLOCKING LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX, 6'-011 TO EACH STUD. ((2) 1/4" 2x6 CONNECT TO. BEAM TO MATCH JOIST NAILS @ 16" O.C. MAX. U- MASONRY WALL) \ 101-011 TO BEAR DIRECTLY ONDEPTH W/ (3) 10d TO EACH STUD. ((2) 1/4" Z \ MORE INFO `---- 2x JOIST PER BUILT UP COLUMNS TOENAILS EACH END x 3 1/2" TITENS @ 16" 2 2x8 HEIGHT OF LANDING ON EACH SIDE AND (1) 2x12 (1) 2x8 BELOW ONE @ MID -SPAN A (3) 2x12 2x8 9'-011 (2) 2x12 A -A PLAN VIEW � 90 DEG"MIN. REE TURN LANDING MASONRY WALL) (1) 2x12 (1) 2x8 2x6 10 SEE SCHEDULE FOR MAX WIDTH OF LANDING TO LANDING 2x12 91.011 MIN. (3) 2x SYP #2 2x8 71„01" `e STUDS REQ'D @ END 2x6 5'-0'1 DOUBLE TRUSS PARALLEL TO FLOOR OF LANDING W/ MIN. (6) STRINGER 3/4" PLYWOOD OR OSB I I I 16dNAILS FROM SEE PLAN FOR DEPTH IiII SHEATHING OVER LANDING ATTACHED STAIR WINDER. DETAIL III I IIII OF LANDING ON EACH SIDE AND LEDGER TO STUD 2x6 61-0" ONE @ MID -SPAN 2x4 CONT. TOP PLATE PACK 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE I I I / (2) 2X BEAM PER PER GENERAL FLOOR ATTACH TOP PLATE TO 3" ATTACH I I i I SCHEDULE @ END OF FACE OF TRUSS CONSTRUCTION STUDS 2/ (2) 16d TOE STRINGERS TO 2X8 P.T.SPF #2 (MIN,) STUDS W/ (2) 16d TOE NAILS 3" CONNECT TO. BEAM NOTES TO BEAR DIRECTLY 0 SLAB USING MIN. (4) 4' BUILT UP COLUMN X 3" EVENLY SPACED BELOW. TAPCONS @ MIN, END SEE ARCH PLAN MID SPAN BLOCKING DISTANCE OF 1-1/2" COLUMN BASE PLATE �--- ATTACHED PER PLAN MAX. 4-01, ABOVE FLOOR TO MATCH JOIST 24" O.C. W/ (2) 12d DEPTH W/ (3) 10d 2xJOIST LEDGER (P.T STANDARD (3) 2X12 TOENAILS BOTTOM 2x4 #2 SPF STUDS @ X X TOENAILS EACH END IF ATTACHING TO SYP #2 STRINGERS W/ SLICE CUT PLYWOOD 24" O.C. W/ (2) 12d I MASONRY WALL) SIMPSON A34 / A36 FLOORING FOR STRAP TOENAILS BOTTOM I a SHEATHING TO CLIP TO FLOOR 0 16" O.C. SYSTEM & LANDING 0 z MAX FRAMING 2x4 #2 SPF SILL PLATE NOTCH SILL AND ( 10d NAILS @ 4" O.C. u - w W/ (2) 10d NAILS @ 4" PLYWOOD SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES BEAM @ END OF O LANDING PER SCHEDULE wQ w� w SEE PLAN FOR MASONRY WALL OR WOOD WALL SIMPSON A35 B B CONNECTIONS MASONRY WALL OR FRAME WALL BEYOND (2) 2x BEAM PER 2x JOIST (P.T, IF SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO END OF LANDING FOR SCHEDULE _@ LANDING MASONRY WALL) CONT B-6 CROSS SECTION OF BEAM TO LEDGER STRINGERS TO @ 16"O.C. W/ SIMPSON LEDGER w/ (3) 16d CONNECT TO. BEAM A35 OR LUS26 HANGER NAILS @ 1.6" O.C. MAX. TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) 1/4" BUILT UP COLUMNS x 3 1/2" TITENS @ 16" BELOW O.C. MAX. FOR BE A -A PLAN VIEW 180 DEGREE TURN LANDING MASONRY WALL) STRINGERS NOTCHED AT LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING (3)16d TOENAILS 3/4" O.S.B. W/ 8d NAILS HEIGHT AND PLAN BEAM LAYOUT.HEADER @ 3" O.C. TOP AND WITHIN SUPPORT (#2 SYP) WALL COULD BE BOTTOM CHORD REQUIRED. SEE PLAN (3) 2x12 FOR REQUIRED -JOIST PER FRAMING HEADER AND A SUPPORT 12141 INFORMATION. PLAN W/ SQUASH 2x JOIST (P.T. IF PLYWOOD FLOORING ATTACHING TO (3) 2x12 MASONRY WALL) CONT BLOCK OR LEDGER w/ (3) 16d (2) 2x12 NAILS @ 16" O.C. MAX, 6'-011 TO EACH STUD. ((2) 1/4" 2x6 BEAM/FLOOR TRUSS O.C. MAX. FOR (3) 2x12 MASONRY WALL) \ 101-011 PER PLAN WOOD OR MASONRY 6'-0" WALL SEE PLAN FOR \ MORE INFO `---- 2x JOIST PER (3) 2x12 SCHEDULE 9'-01' 2x12 STRINGERS ONE 2x8 HEIGHT OF LANDING ON EACH SIDE AND (1) 2x12 (1) 2x8 2x6 ONE @ MID -SPAN A (3) 2x12 2x8 9'-011 (2) 2x12 2x8 A34 @ EA. STRINGER 81-011 (1) 2x12 (1) 2x8 2x6 5"_011 ATTACH 2x6 VERTICAL TO LANDING 2x12 91.011 (2) 2x12 2x8 71„01" 71-0" 2x ATTACHED TO 2x6 5'-0'1 DOUBLE TRUSS PARALLEL TO FLOOR 61-01 STRINGER 2x8 I I I (1) 2x12 (1) 2x8 2x6 IiII 2x12 STRINGERS ONE III I IIII 2x8 ON EACH SIDE AND (1) 2x12 (1) 2x8 2x6 61-0" ONE @ MID -SPAN 2x4 CONT. TOP PLATE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE I I I / (2) 2X BEAM PER A36 CONNECTION ATTACH TOP PLATE TO 3" ATTACH I I i I SCHEDULE @ END OF FACE OF TRUSS LANDING FOR STUDS 2/ (2) 16d TOE STRINGERS TO 2X8 P.T.SPF #2 (MIN,) STUDS W/ (2) 16d TOE NAILS 3" CONNECT TO. BEAM LET -IN FASTEN TO TO BEAR DIRECTLY 0 SLAB USING MIN. (4) 4' BUILT UP COLUMN X 3" EVENLY SPACED BELOW. TAPCONS @ MIN, END SEE ARCH PLAN MIN. (3) 2x4 SPF #2 DISTANCE OF 1-1/2" COLUMN BASE PLATE ATTACHED PER PLAN "111� PENDING LANDING BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT AND PLAN BEAM LAYOUT.HEADER MAX WIDTH WITHIN SUPPORT (#2 SYP) WALL COULD BE OF LANDING REQUIRED. SEE PLAN (3) 2x12 FOR REQUIRED 8'-0" HEADER AND A SUPPORT 12141 INFORMATION. �-- 2x JOIST (P.T. IF PLYWOOD FLOORING ATTACHING TO (3) 2x12 MASONRY WALL) CONT 8'-01' LEDGER w/ (3) 16d (2) 2x12 NAILS @ 16" O.C. MAX, 6'-011 TO EACH STUD. ((2) 1/4" 2x6 x 3 1/2" TITENS @ 16" O.C. MAX. FOR (3) 2x12 MASONRY WALL) \ 101-011 `— WOOD OR MASONRY 6'-0" WALL SEE PLAN FOR \ MORE INFO `---- 2x JOIST PER (3) 2x12 SCHEDULE 9'-01' (2) 2x12 2x8 HEIGHT OF LANDING BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING NOTCH SILL AND (3) 2x12 2x8 8'-0" (2) 2x12 2x6 61-01" 12141 (1) 2x12 (1) 2x8 2x6 41-0" PLYWOOD FLOORING (3) 2x12 2x8 8'-01' 11'-0" (2) 2x12 2x6 6'-011 (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 8'-011 101-011 (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x12 9'-01' (2) 2x12 2x8 7'-011 91-011 (1) 2x12 (1) 2x8 2x6 6_011 (3) 2x12 2x8 9'-011 (2) 2x12 2x8 71-011 81-011 (1) 2x12 (1) 2x8 2x6 5"_011 ATTACH 2x6 VERTICAL (3) 2x12 2x12 91.011 (2) 2x12 2x8 71„01" 71-0" (1) 2x12 (1) 2x8 2x6 5'-0'1 DOUBLE TRUSS PARALLEL TO FLOOR 61-01 (2) 2x12 2x8 8'-0" (1) 2x12 (1) 2x8 2x6 5'-011 5'-0" OR LESS (2) 2x12 2x8 9'-011 (1) 2x12 (1) 2x8 2x6 61-0" PER FLOOR PLAN NOTE: 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT 3.(l) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM, NAIL (2) PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O,C. 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID UNDER BEAMS LESS THAN 2x12) V211, tt SEE ARCH PLAN 2x4 CONT. TOP PLATE MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO STUDS W/ (2) 16d TOE 2x4 #2 SPF STUDS X X NAILS 2x6 VERTICAL @ 6'-0" @ 24" O.C. 2x4 SILL PLATE W/ (2) 2x4 #2 SPF STUDS @ O.C. MIN. AND @ANY 10d NAILS @ 4" O.C. 24" O.C. W/ (2) 12d (NOTCHED @ 2x6 OPENING W/IN TOENAILS BOTTOM NOTCH SILL PLATE HANDRAIL VERTICAL LOCATIONS). Q I-- 1= LijQ Z r) w w 0 N Z o z 00 w _ LLJ 00 U U 0 W z Q _J m ❑ — -- U- W I=— w LL O coZ os® ®a rsar�lid/®®®� �®®i® wM 00 :0 BL- b ®® Z ui ! U co�C ® ° © V 7 •®® ❑ Q®0••••00,0°• 'S w J U O p 0 • � l� Z w o Q O 6 c� M a ;' 6 �l N ry U Q_ O z° _ U o O O p ti4 E Z u O Z ca CL z O Q am w U ❑ ❑ Z 0 O LU r J 48v 0,-� z � r - O J �d uj E Q ZO U $ U Z () �(9 CO 0 H 0 wz� _ w 5 Q OOcai)sm F-- w ❑ 1'-gwul o H 0<LL po �y V o <d Lu� 04 0 � < � Z W < 1Z"' O �+ 0 o� Q Lu z W JG IN -FILL COMPONENTS, © (_ D A LIVE LOAD OF 50 PSF ;F PER FBC R301 AND a Z O Z 2x4 CONT; TOP PLATE = 11 - (ATTACH TOP PLATE F_ dam' TO STUDS W/ (2) 16d ❑ TOE NAILS Z m 0 0 J 2x4 #2 SPF STUDS @ U) 24" O.C. EVERY OTHER w . � STUD TO BE 00 h 0 1 ATTACHED TO TRUSS BELOW (OTHERWISE Z Z ATTACH W/ (2) 12d O w 1-- m TOENAILS @ BOTTOM) (n"� Z o V OJ ........�._ /,-- 2x4 SILL PLATE W/ (2) cn W W 0 16d TOE NAIL EA. CONT. BRACE & 10d w 0 H NAILS @ 4 O.C. TO I.-. FLOOR SHEATHING j IZ ry / ATTACH 2x4 TO TRUSS ID 11 STRUCTURAL ENG: CFG W/ 2 Y4 "x3SDS __........__ O Q DRAFTING: SCREWS EQUALLY F_ SPACED & CENTERED W-STRUCT: TNA / DJ IN TRUSS 0 QC CHECK: CC JOB No TM - 2170936 SCALE: AS INDICATED F_ DATE. 6.12.2017 KNEEWALL FOR VERTICAL NOTCH SILL AND PLYWOOD FLOORING TO ALLOW VERTICAL 2x L -BRACE W/ 12d 2x6 VERTICAL AND TO SLIDE DOWN TO NAILS @ 4" O.C. L -BRACE @ 6'-0" O.C. & FACE OF TRUSS @ ANY OPENING ATTACH 2x6 VERTICAL TO TRUSS W/ (3) Y4' x 3" 31/211 DOUBLE TRUSS PARALLEL TO FLOOR WOOD SCREWS ' SECTION X -X NTS, EQUALLY EQUALLY SPACED/CENTERED IN 2x4 CONT. TOP PLATE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE ATTACH TOP PLATE TO 3" ATTACH TOP PLATE TO FACE OF TRUSS STUDS 2/ (2) 16d TOE STUDS W/ (2) 16d TOE NAILS 3" NAILS SEE ARCH PLAN 2x4 #2 SPF STUDS @ MAX. 4-01, ABOVE FLOOR 24" O.C. W/ (2) 12d TOENAILS BOTTOM 2x4 #2 SPF STUDS @ X X SLICE CUT PLYWOOD 24" O.C. W/ (2) 12d I NOTCH FLOOR FLOORING FOR STRAP TOENAILS BOTTOM I SHEATHING TO ACCOMMODATE 2x 2x4 SILL PLATE W/ (2) 2x4 #2 SPF SILL PLATE NOTCH SILL AND ( 10d NAILS @ 4" O.C. W/ (2) 10d NAILS @ 4" PLYWOOD FLOORING (NOTCHED @ 2x6 O.C. TO ALLOW VERTICAL ,j VERTICAL LOCATIONS). TO SLIDE DOWN TO (2) SIMPSON LSTA24 FACE OF TRUSS STRAP (1 EA. SIDE OF STUD) EVERY 48" O,C. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND TO TRUSS W/ (3) Y4' x 3" L -BRACE @ 6'-0" O.C. FLOOR BEAM CONDITION SDS WOOD SCREWS @ ANY OPENING FLOOR BEAM SEE EQUALLY PLAN SPACED/CENTERED IN TRUSS SEE PLAN TRUSS TO OUTSIDE FACE OF TRUSS ST03 HANDRAIL CONNECTION AT FLOOR TRUSSES SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR 3/4"=1'-0" N.T.S. �OLI11�. 1 -SLI -LI Q I-- 1= LijQ Z r) w w 0 N Z o z 00 w _ LLJ 00 U U 0 W z Q _J m ❑ — -- U- W I=— w LL O coZ os® ®a rsar�lid/®®®� �®®i® wM 00 :0 BL- b ®® Z ui ! U co�C ® ° © V 7 •®® ❑ Q®0••••00,0°• 'S w J U O p 0 • � l� Z w o Q O 6 c� M a ;' 6 �l N ry U Q_ O z° _ U o O O p ti4 E Z u O Z ca CL z O Q am w U ❑ ❑ Z 0 O LU r J 48v 0,-� z � r - O J �d uj E Q ZO U $ U Z () �(9 CO 0 H 0 wz� _ w 5 Q OOcai)sm F-- w ❑ 1'-gwul o H 0<LL po �y V o <d Lu� 04 0 � < � Z W < 1Z"' O �+ 0 o� Q Lu z W JG IN -FILL COMPONENTS, © (_ D A LIVE LOAD OF 50 PSF ;F PER FBC R301 AND a Z O Z 2x4 CONT; TOP PLATE = 11 - (ATTACH TOP PLATE F_ dam' TO STUDS W/ (2) 16d ❑ TOE NAILS Z m 0 0 J 2x4 #2 SPF STUDS @ U) 24" O.C. EVERY OTHER w . � STUD TO BE 00 h 0 1 ATTACHED TO TRUSS BELOW (OTHERWISE Z Z ATTACH W/ (2) 12d O w 1-- m TOENAILS @ BOTTOM) (n"� Z o V OJ ........�._ /,-- 2x4 SILL PLATE W/ (2) cn W W 0 16d TOE NAIL EA. CONT. BRACE & 10d w 0 H NAILS @ 4 O.C. TO I.-. FLOOR SHEATHING j IZ ry / ATTACH 2x4 TO TRUSS ID 11 STRUCTURAL ENG: CFG W/ 2 Y4 "x3SDS __........__ O Q DRAFTING: SCREWS EQUALLY F_ SPACED & CENTERED W-STRUCT: TNA / DJ IN TRUSS 0 QC CHECK: CC JOB No TM - 2170936 SCALE: AS INDICATED F_ DATE. 6.12.2017